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Matthew Weber, PE Principal DATE August 2021 Civil Engineers â— Structural Engineers â— Landscape Architects â— Community Planners â— Land Surveyors Storm Drainage Report PREPARED FOR: Panattoni Development Company, Inc. 1821 Dock Street, Suite 100 Tacoma, WA 98402 Contact: Len Psyk PROJECT: Project Roxy Roundabout 4620 172nd Street NE Arlington, WA 98223 2200283.10 PREPARED BY: Tyler Watkins, PE 8/31/2021 Project Engineer REVIEWED BY: I hereby state that this Storm Drainage Bart Brynestad, PE Report for Project Roxy Roundabout has Project Manager been prepared by me or under my supervision and meets the standard of care and expertise that is usual and J. Matthew Weber, PE customary in this community for Principal professional engineers. I understand that the City of Arlington does not and will not assume liability for the sufficiency, DATE suitability, or performances of drainage facilities prepared by me. August 2021 Table of Contents Section Page 1.0 Project Overview ....................................................................................................................... 1 1.1 Existing Conditions ......................................................................................................... 1 1.2 Proposed Conditions ...................................................................................................... 1 2.0 Minimum Requirements ............................................................................................................ 1 2.1 Threshold Discharge Area #1 (Southwest TDA) .............................................................. 2 2.2 Threshold Discharge Area #2 (Northwest TDA)............................................................... 4 2.3 Threshold Discharge Area #3 (Northeast TDA) ............................................................... 6 2.4 Threshold Discharge Area #4 (Southeast TDA)............................................................... 7 3.0 Offsite Analysis ......................................................................................................................... 9 4.0 Permanent Stormwater Control Plan ....................................................................................... 9 4.1 Existing Site Hydrology ................................................................................................... 9 4.2 Developed Site Hydrology ............................................................................................ 10 4.3 Flow Control System..................................................................................................... 11 4.4 Water Quality System ................................................................................................... 11 5.0 Construction Stormwater Pollution Prevention Plan ............................................................ 11 6.0 Wells and Septic Systems ...................................................................................................... 12 7.0 Fuel Tanks ............................................................................................................................... 12 8.0 Conclusion .............................................................................................................................. 12 Storm Drainage Report Project Roxy Roundabout 2200283.10 Appendices Appendix A Exhibits A-1 ............ Vicinity Map A-2 ............ Existing Conditions Map A-3 ............ Developed Conditions Map A-4 ............ FEMA Flood Map Appendix B Stormwater Calculations B-1 ............ TDA Map B-1A .......... New PGIS Map B-2 ............ Redevelopment Flow Chart B-3 ............ WWHM Report Appendix C Geotechnical Engineering Report Terra Associates, Inc. November 23, 2020 Appendix D Wetland and Fish and Wildlife Habitat Assessment Report Soundview Consultants September 2020 Storm Drainage Report Project Roxy Roundabout 2200283.10 1.0 Project Overview Project Roxy Roundabout proposes to redevelop the intersection of 172nd Street NE and 43rd Avenue located in Arlington, Washington. Refer to Appendix A-1 for a Vicinity Map. This report demonstrates that the stormwater design for this project meets or exceeds the minimum requirements of the Department of Ecology 2019 Stormwater Management Manual for Western Washington (SWMMWW). This report provides a site description and drainage analysis for the proposed stormwater management facilities. 1.1 Existing Conditions The existing site comprises an intersection with 172nd Street NE and 43rd Avenue NE. The eastern leg of 172nd Street NE is a four-lane roadway with two travel lanes, a travel and right-turn lane, and a left-turn lane. The western leg of 172nd Street NE is a five-lane roadway with three travel lanes, a right-turn lane, a left-turn lane, and a bicycle lane. The southern leg of 43rd Avenue NE is a four-lane roadway with one travel lane, two left-turn lanes, and a travel and right-turn lane. The northern leg of 43rd Avenue NE is a three-lane roadway with two travel lanes and one right-turn lane. There is a gravel shoulder on the northbound portion of 43rd Avenue NE. Refer to Appendix A-2 for the Existing Conditions Map. 1.1.1 Critical Areas To our knowledge, no wells, septic systems, or fuel tanks are located onsite. Any existing wells, septic systems, or fuel tanks on the site will be decommissioned according to Snohomish Health District and Department of Ecology requirements. The project site is mapped as Zone X, or an area of minimal flood hazard. Refer to Appendix A-4 for the FEMA Flood Insurance Rate Map. 1.1.2 Site Soils A Geotechnical Report was prepared by Terra Associates, Inc., dated November 23, 2020. The report states that site soils consist largely of glacial recessional outwash deposits consisting of medium dense, fine- to course-grained sand and sand with silt. Infiltration is feasible for the project. The Geotechnical Report recommends using a long-term design infiltration rate of 2 inches per hour in infiltration facilities. Per recommendation from the geotechnical engineer, the groundwater elevation in the vicinity of the roundabout is 120.5. Refer to Appendix C for the full Geotechnical Report. 1.2 Proposed Conditions The project proposes to construct a multi-lane roundabout at the intersection of 172nd Street NE and 43rd Avenue NE. Stormwater runoff will be managed using existing facilities, the proposed bioretention facility, compost-amended vegetated filter strips (CAVFS), and the proposed permeable pavement. Refer to Appendix A-3 for the Developed Conditions Map. 2.0 Minimum Requirements The project is a road related redevelopment project that adds more than 5,000 square feet of new hard surfaces. However, the new hard surfaces add less than 50% area to the existing hard surfaces within the site. Therefore, all minimum requirements apply to the new hard surfaces and Storm Drainage Report Project Roxy Roundabout 1 2200283.10 the converted vegetation areas within the site, but not the replaced hard surfaces per Section I-3.3 of the SWMMWW. Refer to Appendix B-2 for the Redevelopment Flow Chart for the project. There are four separate Threshold Discharge Areas (TDAs) within the project limits. Below is a discussion of the minimum requirements along with a description of how each applicable minimum requirement is met. 2.1 Threshold Discharge Area #1 (Southwest TDA) TDA #1, also referred to as the Southwest TDA, includes the western half of the roundabout, the southern leg of 43rd Avenue NE, and the western leg of 172nd Street NE. Runoff from TDA #1 discharges into an existing infiltration facility located approximately 500 feet west of the 172nd Avenue NE and 43rd Street NE intersection. 2.1.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. 2.1.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.1.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control Best Management Practices (BMPs). Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Storm Drainage Report Project Roxy Roundabout 2 2200283.10 â€¢ Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. 2.1.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #1 currently consists of two sub-basins: 43rd Avenue NE and 172nd Street NE. The runoff from 43rd Avenue NE and 172nd Street NE is captured by a series of catch basins and conveyed to a nearby existing storm facility for treatment and flow control. The project proposes to convey all stormwater from TDA #1 to the existing storm facility located 500 feet west of the intersection of 172nd Street NE and 43rd Avenue NE, which preserves the natural drainage system and outfalls. 2.1.5 MR 5: Onsite Stormwater Management We have selected the list approach to demonstrate compliance with MR 5. We have reviewed List 2 and determined the following onsite stormwater management BMPs to be infeasible: BMP T5.13: Post-Construction Soil Quality and Depth â€“ This will be implemented for all disturbed lawn and landscape areas. BMP T5.30: Full Dispersion â€“ Full dispersion is not feasible for this TDA because there is not enough right-of-way to properly disperse the stormwater. BMP T5.10A: Downspout Full Infiltration â€“ Downspouts are not applicable for this project. BMP T7.30: Bioretention â€“ Bioretention is not feasible for this TDA because there is not enough area within the right-of-way for a bioretention facility. BMP T5.10B: Downspout Dispersion System â€“ Downspouts are not applicable for this project. BMP T5.10C: Perforated Stub-Out Connections â€“ Perforated stub-out-connections are not applicable for this project. BMP T5.15: Permeable Pavements â€“ Permeable pavements are not feasible for this TDA because of the high use, potential for heavy loads from traffic, and it could potentially threaten the safety and reliability of the existing underground utilities. BMP T5.10C: Downspout Full Infiltration â€“ Downspouts are not applicable for this project. BMP T5.11: Concentrated Flow Dispersion â€“ Concentrated flow dispersion is not feasible for this TDA because there is not enough right-of-way for a vegetated pervious area to properly disperse the stormwater onsite. BMP T5.12: Sheet Flow Dispersion â€“ Sheet flow dispersion is not feasible for this TDA because there is not enough right-of-way to properly disperse the stormwater onsite. 2.1.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of Pollution Generating Impervious Surface (PGIS). TDA #1 has 4,109 square feet of new PGIS, less than the 5,000-square foot threshold and therefore MR#6 does not apply. Storm Drainage Report Project Roxy Roundabout 3 2200283.10 2.1.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. TDA #1 has 4,267 square feet of new hard surface, less than the 10,000 square foot threshold and therefore MR#7 does not apply. 2.1.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.1.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. 2.2 Threshold Discharge Area #2 (Northwest TDA) TDA #2, also referred to as the Northwest TDA, includes the northwest half of 43rd Avenue NE. Runoff from TDA #2 will discharge into an existing infiltration facility located to the west of 43rd Avenue NE. 2.2.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. 2.2.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.2.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control BMPs. Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. Storm Drainage Report Project Roxy Roundabout 4 2200283.10 â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. 2.2.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #2 currently consists of one sub-basin, which includes the west half of the north leg of 43rd Avenue NE. The runoff from this sub-basin is captured by a series of catch basins and conveyed to a nearby storm facility for treatment and flow control. The project proposes to convey all stormwater from TDA #2 to the existing storm facility, which preserves the natural drainage system and outfalls. 2.2.5 MR 5: Onsite Stormwater Management We have selected the list approach to demonstrate compliance with MR 5. We have reviewed List 2 and determined the following onsite stormwater management BMPs to be infeasible: BMP T5.13: Post-Construction Soil Quality and Depth â€“ This will be implemented for all disturbed lawn and landscape areas. BMP T5.30: Full Dispersion â€“ Full dispersion is not feasible for this TDA because there is not enough right-of-way to properly disperse the stormwater. BMP T5.10A: Downspout Full Infiltration â€“ Downspouts are not applicable for this project. BMP T7.30: Bioretention â€“ Bioretention is not feasible for this TDA because there is not enough area within the right-of-way for a bioretention facility. BMP T5.10B: Downspout Dispersion System â€“ Downspouts are not applicable for this project. BMP T5.10C: Perforated Stub-Out Connections â€“ Perforated stub-out-connections are not applicable for this project. BMP T5.15: Permeable Pavements â€“ Permeable pavements are not feasible for this TDA because of the high use, potential for heavy loads from traffic, and it could potentially threaten the safety and reliability of the existing underground utilities. BMP T5.10C: Downspout Full Infiltration â€“ Downspouts are not applicable for this project. BMP T5.11: Concentrated Flow Dispersion â€“ Concentrated flow dispersion is not feasible for this TDA because there is not enough right-of-way for a vegetated pervious area to properly disperse the stormwater onsite. BMP T5.12: Sheet Flow Dispersion â€“ Sheet flow dispersion is not feasible for this TDA because there is not enough right-of-way to properly disperse the stormwater onsite. 2.2.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of PGIS. TDA #2 has 156 square feet of new PGIS, less than the 5,000-square foot threshold and therefore MR#6 does not apply. Storm Drainage Report Project Roxy Roundabout 5 2200283.10 2.2.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. TDA #2 has 260 square feet of new hard surface, less than the 10,000 square foot threshold and therefore MR#7 does not apply. 2.2.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.2.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. 2.3 Threshold Discharge Area #3 (Northeast TDA) TDA #3, also referred to as the Northeast TDA, includes the northeast corner of the roundabout, the northeast half of 43rd Avenue NE, and the northern leg of 172nd Street NE. Runoff from TDA #3 will discharge into a proposed bioretention facility located in the northern property. 2.3.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. 2.3.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.3.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control BMPs. Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. Storm Drainage Report Project Roxy Roundabout 6 2200283.10 â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. 2.3.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #3 consists of one basin, the northeast portion of 43rd Avenue NE, and the northeast portion of 172nd Street NE. The runoff from this sub-basin currently sheet flows toward the northwest, where it infiltrates offsite. The project proposes to infiltrate all stormwater from TDA #3 onsite, which preserves the natural drainage system and outfalls. 2.3.5 MR 5: Onsite Stormwater Management This project will meet the Low Impact Development (LID) performance standard by infiltrating 100 percent of stormwater runoff. Stormwater discharges will match developed discharge durations to pre-developed durations for the range of pre-developed discharge rates from 8 percent of the 2-year peak flow to 50 percent of the 2-year peak flow. 2.3.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of PGIS. TDA #3 has 2,396 square feet of new PGIS, less than the 5,000-square foot threshold and therefore MR#6 does not apply. However, runoff treatment will still be provided for this TDA using a bioretention cell. 2.3.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. TDA #3 has 2,978 square feet of new hard surface, less than the 10,000 square foot threshold and therefore MR#7 does not apply. However, flow control will still be provided for this TDA using the bioretention cell. 2.3.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.3.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. 2.4 Threshold Discharge Area #4 (Southeast TDA) TDA #4, also referred to as the Southeast TDA, includes the southern half of 172nd Street NE. Runoff from TDA #4 will discharge into a 10-foot permeable pavement pedestrian pathway located on the southern half of 172nd Street NE. TDA #4 has 8,664 square feet of new hard surfaces; therefore, all minimum requirements are triggered. Refer to Appendix B-2 for the Redevelopment Flow Chart. Storm Drainage Report Project Roxy Roundabout 7 2200283.10 2.4.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. 2.4.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.4.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control BMPs. Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. 2.4.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #4 currently consists of one sub-basin, which includes the south half of the east leg of 172nd Street NE. The runoff from this sub-basin drains to the adjacent property, where it infiltrates onsite. The project proposes to infiltrate all stormwater from TDA #4 onsite, which preserves the natural drainage system and outfalls 2.4.5 MR 5: Onsite Stormwater Management The project shall either meet the LID performance standard or use the list approach using List 2. This project will meet the LID performance standard by infiltrating 100 percent of stormwater Storm Drainage Report Project Roxy Roundabout 8 2200283.10 runoff. Stormwater discharges will match developed discharge durations to pre-developed durations for the range of pre-developed discharge rates from 8 percent of the 2-year peak flow to 50 percent of the 2-year peak flow. 2.4.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of PGIS. TDA #4 has 3,924 square feet of new PGIS, less than the 5,000-square foot threshold and therefore MR#6 does not apply. However, runoff treatment will still be provided for this TDA using CAVFS. 2.4.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. TDA #4 has 9,991 square feet of new hard surface, less than the 10,000 square foot threshold and therefore MR#7 does not apply. However, CAVFS and permeable pavement have been proposed to infiltrate 100 percent of the stormwater runoff from TDA #4. 2.4.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.4.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. 3.0 Offsite Analysis A qualitative analysis of the downstream drainage was performed on August 4, 2021. There were no signs of flooding or erosion within the site or downstream from the site. It appears that runoff from the site is currently directed to four separate basins. The western portion of 172nd Street NE and southern portion of 43rd Avenue NE convey to an existing facility located to the southwest of the intersection. The stormwater runoff from the northwest portion of 43rd Avenue NE conveys to an existing facility located on the adjacent property. The stormwater runoff from 172nd Street NE and the northeast portion of 43rd Avenue NE drains to the adjacent properties where it infiltrates. 4.0 Permanent Stormwater Control Plan 4.1 Existing Site Hydrology TDA #1, also referred to as the Southwest TDA, includes the western half of the roundabout, the southern leg of 43rd Avenue NE, and the western leg of 172nd Street NE. The high point is at the intersection of 172nd Street NE and 43rd Avenue NE Runoff from TDA #1 is currently conveyed through a series of catch basins and discharges into an existing storm facility, which provides treatment and flow control, located approximately 500 feet west from the intersection of 172nd Street NE and 43rd Avenue NE. TDA #2, also referred to as the Northwest TDA, includes the northwest half of 43rd Avenue NE. Stormwater is currently captured by a series of catch basins and discharges to an existing stormwater facility, which provides treatment and flow control, to the west of the site. Storm Drainage Report Project Roxy Roundabout 9 2200283.10 TDA #3, also referred to as the Northeast TDA, includes the northeast corner of the roundabout, the northeast half of 43rd Avenue NE, and the northern leg of 172nd Street NE. The northeastern portion of 43rd Avenue NE is crowned, and stormwater currently infiltrates on the adjacent property. The northeastern portion of 172nd Street NE is currently developed with no existing conveyance system. The road is crowned, and stormwater currently infiltrates on the adjacent property. TDA #4, also referred to as the Southeast TDA, includes the southern half of 172nd Street NE. The existing roadway is crowned with no existing conveyance system; the stormwater currently infiltrates on the adjacent property. To the southeast, a 65.782-acre site is currently proposed under a separate permit, which includes 43.202 acres of impervious surface area, 5.591 acres of bioretention cell area, and 16.989 acres of pervious surface area. This site will consist of five separate sub-basins that will infiltrate 100 percent of stormwater runoff. Improvements to the eastern portion of 172nd Street NE, southern portion of 43rd Avenue NE, 51st Ave NE, and 168th Street have been proposed under a separate permit. The 172nd Street NE stormwater runoff will be collected and treated through the CAVFS. Any additional stormwater runoff will be infiltrated through the permeable pavement. The 43rd Avenue NE stormwater runoff will utilize the existing conveyance system with new catch basins in the widened flow line. The 51st Avenue NE stormwater runoff from this sub-basin will be collected using a system of catch basins and pipes and conveyed to the infiltration facility, which is located under the pedestrian pathway. The 168th Street stormwater runoff from this sub-basin will be collected using a system of catch basins and pipes and conveyed to infiltration facilities located under the pedestrian pathway. 4.2 Developed Site Hydrology The developed site will consist of four separate TDAs. The total redeveloped area includes 19,132 square feet of existing impervious area to remain, 63,812 square feet of replaced impervious area, 17,551 square feet of new impervious area, and 2,482 square feet of removed impervious area. Refer to the TDA summary table below. TDA #1 will consist of roadway improvements, median improvements, landscaping, and stormwater improvements. Stormwater from this TDA is collected using a system of catch basins and pipes and conveyed to an existing storm facility located approximately 500 feet west of the 172nd Street NE and 43rd Road NE intersection. The area of new PGIS within TDA #1 is 4,109 square feet, and the area of new hard surfaces is 4,267 square feet. The existing impervious area within this TDA is 45,220 square feet and the impervious area in the developed conditions will be 44,792 square feet. Therefore, there will be a net decrease of 428 square feet of impervious surfaces. TDA #2 will consist of roadway improvements, landscaping, and stormwater improvements. Stormwater from TDA #2 is collected using a system of catch basins and pipes and conveyed to an existing infiltration facility located to the west of 43rd Avenue NE. The area of new PGIS within TDA #2 is 156 square feet, and the area of new hard surfaces is 260 square feet. The existing impervious area within this TDA is 6,741 square feet and the impervious area in the developed conditions will be 6,684 square feet. Therefore, there will be a net decrease of 57 square feet of impervious surfaces. TDA #3 will consist of roadway improvements, landscaping, median improvements, and stormwater improvements. Stormwater from TDA #3 is collected using a system of catch basins and pipes and will be conveyed to an infiltration facility to the adjacent lot. The area of new PGIS within TDA #3 is 2,396 square feet, and the area of new hard surfaces is 2,978 square feet. Storm Drainage Report Project Roxy Roundabout 10 2200283.10 TDA #4 will consist of roadway improvements, landscaping, median improvements, CAVFS, and a 10-foot permeable pavement pedestrian pathway. Stormwater within this TDA will be infiltrated through the permeable pavement and passed through CAVFS for treatment. The area of new PGIS within TDA #4 is 3,924 square feet, and the area of new hard surfaces is 9,991 square feet. In the developed conditions, the area of TDA #1 will decrease slightly in order to avoid sending additional runoff to the existing infiltration facility to the west. Runoff from approximately 2,650 square feet of TDA #1 will be collected and sent to the proposed bioretention facility within TDA #3 to be treated and infiltrated. Refer to Appendix B-1 for the Basin Swap Map. Refer to Appendix B-1 for the TDA Map and Appendix B-1A for the New PGIS Map. 4.3 Flow Control System Flow control will be provided for TDA #3 using a bioretention facility. Flow control will be provided for TDA #4 using permeable pavement and CAVFS, which will manage the runoff from the basin and maintain the natural discharge point. Each of the proposed facilities has been sized using the Western Washington Hydrology Model (WWHM) to infiltrate 100 percent of tributary stormwater runoff using an infiltration rate of 2 inches per hour, which was recommended in the Geotechnical Report. The design rate will be confirmed prior to construction. Refer to the table below for a summarized breakdown of the proposed stormwater facilities. 2,448 0.056 4,093 0.094 Refer to Appendix B-3 for the WWHM report. 4.4 Water Quality System Basic runoff treatment is not required for any of the TDAs. However, treatment will be provided for TDA #3 using the proposed bioretention cell, and treatment will be provided for TDA #4 using the proposed CAVFS. Each facility has been sized using WWHM using an infiltration rate of 2 inches per hour, which was recommended in the Geotechnical Report for the native subgrade. The design infiltration rates will be confirmed prior to construction. Refer to Appendix B-3 for the WWHM Report. 5.0 Construction Stormwater Pollution Prevention Plan A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. Storm Drainage Report Project Roxy Roundabout 11 2200283.10 6.0 Wells and Septic Systems To our knowledge, there are no existing wells or septic systems located onsite. If they are found during construction, they shall be decommissioned according to Arlington Health Department and Washington State Department of Ecology standards. 7.0 Fuel Tanks To our knowledge, there are no existing fuel tanks on the site. If located during construction, the fuel tanks will be abandoned according to Arlington Health Department and Washington State Department of Ecology standards. 8.0 Conclusion The proposed project involves construction of stormwater facilities to support the redevelopment of an existing roadway. The developed site condition will manage the anticipated runoff volumes based on the design criteria of the Department of Ecology 2019 SWMMWW. This report and associated plans have been prepared within the guidelines established by City of Arlington for stormwater management. This analysis is based on data and records either supplied to or obtained by AHBL. These documents are referenced within the text of the analysis. The analysis has been prepared using procedures and practices within the standard accepted practices of the industry. AHBL, Inc. Tyler Watkins, PE Project Engineer TDW/lsk/jms August 2021 Q:\2020\2200283\WORDPROC\Reports\20210831 Rpt (Roundabout - Storm) 2200283.10.docx Storm Drainage Report Project Roxy Roundabout 12 2200283.10 Appendix A Exhibits A-1 .............. Vicinity Map A-2 .............. Existing Conditions Map A-3 .............. Developed Conditions Map A-4 .............. FEMA Flood Map Storm Drainage Report Project Roxy Roundabout 2200283.10 PROJECT SITE N 2215 North 30th Street PROJECT ROXY Suite 300 2200283.10 APPENDIX A-1 Tacoma, WA 98403 253.383.2422 TEL 06/25/2021 VICINITY MAP 253.383.2572 FAX APPENDIX A-2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. EXISTING CONDITIONS MAP VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT SET REBAR AND CAP LUMINAIRE 1" = 40 FEET BASIS OF BEARING FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT N1Â° 35' 20"E DECIDUOUS TREE AS NOTED SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW CORP OF PRESIDING ROOF DRAIN BISHOP OF LDS 73+00 CABLE RISER STRAIGHT ARROW 31052100304300 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 10+00 50.00' 30.00' 11+00 172ND ST NE WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 06-30-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - EC-1 DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 3 Office (425) 889-6747 (206) 838-3851 APPROVED BY: DRAWING FILE NO.: EXISTING CONDITIONS AND OF EMS Project Contact: Danielle Allen THALE@PANATTONI.COM ?? Phone: 425-250-0584 TRAVIS HALE SURVEY CONTROL PLANS SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED SDCB #14 (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER SDCB #13 73+00 BOTTOM AREA = 3,668 SF 1 N OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' SDCB #10 BOTTOM WIDTH = 10' SD-3 BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT WITH RIP RAP MAX W.S. ELEVATION = 123.25 0 20 40 80 STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. IE: 123.00 8" (SW) TOP ELEVATION = 123.75 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT BIORETENTION INLET #2 125 WITH RIP RAP 1" = 40 FEET STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE SDCB #12 43RD AVENUE NE BIORETENTION INLET #3 IE: 123.00 8" (S) CURB AND GUTTER. 125 WITH RIP RAP 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 124 IE: 123.00 8" (SW) SDCB #11 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS SDCB #2 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED BIORETENTION INLET #1 WITH RIP RAP AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT IE: 123.00 8" (S) STANDARD SPEC 9-05.24 AND AASHTO M330). 126 126 72+00 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT 126 172ND ST NE 125 OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. 124 0+00 125 124 1+00 2+00 125 3+00 SDCB #9 4+00 124 5+00 125 6+00 EX. STCB #3938 SDCB #1 128 7+00 127 8+00 9+00 10+00 126 SDCB #8 11+00 126 126 125 172ND ST NE 125 SDCB #7 71+00 124 125 SDCB #3 COMPOST-AMENDED VEGETATED 2 LEGEND 124 FILTER STRIPS (CAVFS) SD-3 PROPOSED RIGHT-OF-ROW STORM SEWER PIPE SDCB #4 SDCB #5 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 70+00 5'x6'x1' DEEP HAND PLACED RIPRAP 125 COMPOST-AMENDED VEGETATIVE FILTER STRIP SDCB #15 (CAVFS) SDCB #16 43RD AVENUE NE BIORETENTION FACILITY 130 130 SDCB #10, TYPE 1 STA 72+39.11, 35.82' RT 62 LF 12" CPEP @ 0.24% RIM: 125.00 73 LF 12" CPEP @ 0.24% IE: 123.25 8" (NE) 80 LF 12" CPEP @ 1.00% 45 LF EX. 12" CPEP @ 2.15% 31 LF 8" CPEP @ 0.82% 125 125 130 LF 8" CPEP @ 0.44% 135 LF 12" CPEP @ 0.24% 31 LF 8" CPEP @ 0.75% 31 LF 8" CPEP @ 1.04% 120 120 SDCB #7, TYPE 1 SDCB #1, TYPE 1 SDCB #4, TYPE 1 STA: 4+68.56, 61.62' RT SDCB #8, TYPE 1 STA: 2+97.25, 19.56' RT RIM: 125.32 SDCB #9, TYPE 1 STA: 8+11.41, 15.03' LT STA: 3+84.05, 111.88' RT RIM: 125.19 RIM: 124.03 IE: 123.57 8" (NE) STA: 6+36.57, 29.47' LT RIM: 125.07 IE: 121.06 12" (W) IE: 121.38 12" (N) RIM: 124.98 IE: 123.32 8" (N) IE: 123.23 8" (N) IE: 121.06 12" (NE) IE: 121.38 12" (E) IE: 121.06 12" (SE) IE: 121.38 12" (S) 115 115 EX. STCB #3938, EXISTING TYPE 1 SDCB #3, TYPE 1 ADJUST RIM TO GRADE SDCB #2, TYPE 1L STA: 3+60.66, 54.88' RT STA: 1+63.25, 33.08' RT STA: 3+31.82, 52.44' LT RIM: 124.36 RIM: 124.28 RIM: 124.49 IE: 121.23 12" (NW) IE: 120.64 12" (W) IE: 121.86 12" (SW) IE: 121.23 12" (S) IE: 120.74 12" (E) NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE 110 110 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.86FG 125.55FG 125.41FG 125.51FG 126.15FG 127.80FG 128.51FG 127.16FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.71 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 14 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 29 TRAVIS HALE DRAINAGE PLAN AND PROFILE SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE GRAPHIC SCALE 0 20 40 80 N 1" = 40 FEET SDCB #1 3+00 SDCB #2 EX. STCB #5011 SDCB #3 SDCB #15 SDCB #11 EX. STCB #661 10 LF 12" CPEP @ 1.00% 125 SDCB #13 SDCB #16 SDCB #14 EX. STCB #9262 67+00 68+00 69+00 70+00 SDCB #4 71+00 SDCB #12 72+00 43RD AVENUE NE 73+00 74+00 7 LF 12" DI CL52 @ 0.67% 4+00 75+00 75+46 125 125 SDCB #5 128 43RD AVENUE NE 125 SDCB #6 SDCB #10 CONNECTION #1 127 CONNECT TO EXISTING PIPE 126 IE: 122.00 12" (E) BIORETENTION INLET #4 IE: 122.00 12" (W) SDCB #7 126 PROPOSED BIORETENTION CELL BOTTOM AREA = 3,668 SF 1 BOTTOM WIDTH = 10' SD-3 BOTTOM ELEVATION = 123.00 172ND ST NE 5+00 MAX W.S. ELEVATION = 123.25 126 TOP ELEVATION = 123.75 BIORETENTION INLET #3 GENERAL NOTES 130 130 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF EX. STCB #5011, EXISTING TYPE 1 51 LF 12" CPEP @ 0.50% SDCB #4, TYPE 1 SDCB #14, TYPE 1 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STA 68+60.83, 21.26' LT SDCB #5, TYPE 1 STA: 70+34, 17.40' LT STA 3+81.23, 161.22' LT OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER RIM: 125.68 RIM: 124.03 STA 70+32.17, 33.18' RT RIM: 124.37 OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' IE: 122.58 12" (N) IE IN: 121.38 (12"E) 47 LF 12" CPEP RIM: 124.11 IE: 121.77 12" (S) 74 LF EX. 12" CPEP @ 0.10% IE IN: 121.38 (12"S) @ 0.25% IE: 121.63 12" (W) IE: 121.77 12" (N) 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT IE OUT: 121.38 (12"N) STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 125 125 62 LF 12" CPEP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT 82 LF 12" CPEP @ 0.25% @ 0.24% 73 LF 12" CPEP @ 0.24% STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS 120 16 LF 12" CPEP @ 0.50% 120 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED SDCB #11, TYPE 1 AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT SDCB #13, TYPE 1 45 LF EX. 12" DI @ 1.97% SDCB #15, TYPE 1 STA: 72+04.40, 50.77' LT STANDARD SPEC 9-05.24 AND AASHTO M330). STA: 72+91.35, 13.19' LT STA: 3+72.74, 193.33' RT RIM: 124.60 SDCB #6, TYPE 1 RIM: 124.54 SDCB #3, TYPE 1 IE: 122.37 12" (NE) RIM: 124.51 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT STA: 69+05.91, 27.94' RT IE: 121.68 12" (E) IE: 121.85 12" (S) STA: 70+91.64, 40.05' LT 41 LF 12" CPEP @ 0.50% IE: 121.85 12" (N) OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN RIM: 125.04 RIM: 124.36 SDCB #16, TYPE 1 OF EXISTING OR PROPOSED GRADES. IE: 122.05 12" (W) IE: 121.23 12" (NW) SDCB #12, TYPE 1 61 LF 12" CPEP @ 0.50% 115 WITH SOLID LOCKING LID 115 EX. STCB #661, EXISTING TYPE 1 STA: 3+82.76, 193.49' RT IE: 121.23 12" (S) STA: 72+30.13, 18.57' LT EX. STCB #9262, EXISTING TYPE 1 LEGEND STA: 69+05.89, 21.08' LT RIM: 124.79 RIM: 124.90 STA: 73+81.08, 16.66' LT RIM: 125.12 IE: 121.58 12" (N) IE: 122.16 12" (SW) RIM: 124.70 IE: 121.70 12" (N) IE: 121.58 12" (S) IE: 122.16 12" (N) IE: 121.70 12" (S) PROPOSED RIGHT-OF-ROW IE: 121.72 12" (E) IE: 121.58 12" (W) IE: 121.69 12" (S) STORM SEWER PIPE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 110 110 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.27FG 125.35FG 124.79FG 124.54FG 124.54FG 124.78FG 125.27FG 125.95FG 127.88FG 126.17FG 125.54FG 125.33FG 125.11FG 124.92FG 124.76 5'x6'x1' DEEP HAND PLACED RIPRAP 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 BIORETENTION FACILITY 43RD AVE NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 15 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 43RD AVE NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 29 TRAVIS HALE DRAINAGE PLAN AND PROFILE SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 0.5' MIN. SIDEWALK OR ASPHALT PAVEMENT PER PLAN TOP OF BANK FREEBOARD ELEVATION = 123.75 PONDING 1" LANDSCAPING DEPTH = 0.25' 4:1 MAX. 1 4 MAX SIDE SLOPE 4:1 BOTTOM ELEVATION = 123.00 18" MIN. BIORETENTION SOIL MEDIA (BSM) THICKNESS TO EXTEND TO THE EDGE OF BIORETENTION CELL. SEE SEE PROTECTION AND 10' BOTTOM BIORETENTION SOIL MIX NOTES. VERIFICATION NOTES WIDTH BELOW NATIVE SUBGRADE OR FREE DRAINING EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER DO NOT COMPACT NOTES: 1. SEE SHEET SD-1 FOR DIMENSIONS OF BIORETENTION CELL. 2. ABOVE THE MAXIMUM WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. PROTECTION: EXCAVATE BIORETENTION CELLS TO FINAL GRADE ONLY AFTER ALL DISTURBED AREAS IN THE UPGRADIENT PROJECT DRAINAGE AREA HAVE BEEN PERMANENTLY A STABILIZED. THE SIDEWALLS AND BOTTOM OF THE BIORETENTION CELLS EXCAVATION SHALL BE RAKED OR SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES AFTER FINAL EXCAVATION TO RESTORE INFILTRATION RATES. 0.5' DEPTH GRAVEL OR CRUSHED VERIFICATION: SURFACING LEVEL SPREADER PRIOR TO PLACEMENT OF BIORETENTION SOIL MEDIA (BSM) THE SUBGRADE SHALL BE FINISHED, SCARIFIED, AND MEET THE DESIGN INFILTRATION RATE. AT LEAST SEED, FERTILIZER AND MULCH FILTER STRIP SEED, FERTILIZER AND TWO VERIFICATION OF PERFORMANCE TESTS SHALL BE PERFORMED PRIOR TO MULCH FILTER STRIP THE RELEASE OF THE FINANCIAL GUARANTEE. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER. 6' BIORETENTION SOIL MIX NOTES: 1.75 INCHES OF COMPOST 1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE 2019 INCORPORATED INTO 6.25 INCHES OF STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, UNDER BMP T7.30. SOIL, MINIMUM 5% ORGANIC MATTER 2. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40 PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65 PERCENT), BY GRAVEL OR CRUSHED 2' SURFACING LEVEL SPREADER 1" VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS MIX. PAVEMENT SURFACE 4% 2.1. MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL MEET EDGE OF PAVEMENT THE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON BMP T7.30. 2.2. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT COMPOST. 2.3. ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT. 2.4. CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G DRY SOIL. ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: A 6' 2' Â· CEDAR GROVE COMPOSTING, WASHINGTON Â· OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE) ALTERNATIVE: LENGTH PER PLAN CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND APPROVED BY ENGINEER AND COUNTY. IF USING A CUSTOM BIORETENTION SOIL MIX, THE MEASURED (INITIAL) INFILTRATION SHALL BE LESS THAN 12 INCHES PER HOUR (ASTM D 2434) AT 85% COMPACTION (ASTM D 1557). THE DESIGN (LONG TERM) INFILTRATION RATE SHALL BE GREATER THAN 1 INCH PER HOUR. BIORETENTION CELL COMPOST-AMENDED VEGETATED FILTER STRIP 1 NOT TO SCALE 2 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 16 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM STORM DRAINAGE DETAILS 29 TRAVIS HALE National Flood Hazard Layer FIRMette Legend 122Â°10'39"W 48Â°9'20"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR SPECIAL FLOOD HAZARD AREAS Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes.Zone X FLOOD HAZARD Area with Flood Risk due to LeveeZone D NO SCREENArea of Minimal Flood HazardZone X Effective LOMRs OTHER AREAS Area of Undetermined Flood HazardZone D GENERAL Channel, Culvert, or Storm Sewer STRUCTURES Levee, Dike, or Floodwall 20.2 Cross Sections with 1% Annual Chance B 17.5 Water Surface Elevation 8 Coastal Transect Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline OTHER Profile Baseline FEATURES Hydrographic Feature Digital Data Available No Digital Data Available MAP PANELS Unmapped Ãœ The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 6/25/2021 at 1:50 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for Feet 122Â°10'2"W 48Â°8'56"N 1:6,000 unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 Appendix B Stormwater Calculations B-1 .............. TDA Map B-1A ............ New PGIS Map B-2 .............. Redevelopment Flow Chart B-3 .............. WWHM Report Storm Drainage Report Project Roxy Roundabout 2200283.10 EXISTING IMPERVIOUS AREA N CEMENT CONCRETE GRAPHIC SCALE 0 20 40 80 1" = 40 FEET TDA #2 (NW) LEGEND EXISTING IMPERVIOUS AREA = 6,741 SF TDA LINE EXISTING IMPERVIOUS AREA TDA #3 (NE) EXISTING IMPERVIOUS AREA = 23,609 SF 172ND ST NE (PUBLIC ROAD)172ND STREET NE T TDA #1 (SW) TDA #4 (SE) EXISTING IMPERVIOUS AREA = 45,220 SF EXISTING IMPERVIOUS AREA = 12,889 SF 43RD AVE NE (PUBLIC ROAD) 43RD AVENUE NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 220283.10 Tacoma, WA 98403 DATE: 6/16/2021 253.383.2422 TEL EXISTING TDA MAP 253.383.2572 FAX APP B-1 N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET LEGEND TOTAL AREA TDA LINE EXISTING IMPERVIOUS AREA TO REMAIN 19,132 SF REPLACED IMPERVIOUS AREA 63,812 SF NEW HARD SURFACE AREA 17,551 SF REMOVED IMPERVIOUS AREA 2,482 SF TDA #2 (NW) TDA #3 (NE) EXISTING IMPERVIOUS AREA TO REMAIN 2,959 SF EXISTING IMPERVIOUS AREA TO REMAIN 2,013 SF REPLACED IMPERVIOUS AREA 3,732 SF REPLACED IMPERVIOUS AREA 18,700 SF NEW HARD SURFACE AREA 260 SF NEW HARD SURFACE AREA 2,978 SF REMOVED IMPERVIOUS AREA 267 SF REMOVED IMPERVIOUS AREA 142 SF 125 BIORETENTION FACILTY 125 125 126 126 126 126 126 127 128 128 125 127 126 172ND STREET NE T 125 125 TDA #1 (SW) CAVFS EXISTING IMPERVIOUS AREA TO REMAIN 10,749 SF REPLACED IMPERVIOUS AREA 31,849 SF NEW HARD SURFACE AREA 4,267 SF REMOVED IMPERVIOUS AREA 2,073 SF PERMEABLE PAVEMENT TDA #4 (SE) EXISTING IMPERVIOUS AREA TO REMAIN 3,411SF REPLACED IMPERVIOUS AREA 9,531 SF NEW HARD SURFACE AREA 9,991 SF REMOVED IMPERVIOUS AREA 0 SF 125 43RD AVENUE NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 2200283.10 Tacoma, WA 98403 DATE: 8/26/2021 253.383.2422 TEL DEVELOPED TDA MAP 253.383.2572 FAX APP B-1 N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET LEGEND TOTAL AREA TDA LINE EXISTING IMPERVIOUS AREA TO REMAIN 19,132 SF REPLACED IMPERVIOUS AREA 63,812 SF NEW HARD SURFACE AREA 17,551 SF REMOVED IMPERVIOUS AREA 2,482 SF TDA #2 (NW) TDA #3 (NE) EXISTING IMPERVIOUS AREA TO REMAIN 2,959 SF EXISTING IMPERVIOUS AREA TO REMAIN 2,013 SF REPLACED IMPERVIOUS AREA 3,732 SF REPLACED IMPERVIOUS AREA 18,700 SF NEW HARD SURFACE AREA 260 SF NEW HARD SURFACE AREA 2,978 SF REMOVED IMPERVIOUS AREA 267 SF REMOVED IMPERVIOUS AREA 142 SF 125 BIORETENTION FACILTY 125 125 126 126 126 126 126 127 128 128 125 127 126 172ND STREET NE T 125 125 CAVFS PERMEABLE PAVEMENT TDA #1 (SW) EXISTING IMPERVIOUS AREA TO REMAIN 10,749 SF REPLACED IMPERVIOUS AREA 31,849 SF Total area of impervious within TDA #1 TDA #4 (SE) NEW HARD SURFACE AREA 4,267 SF being routed to TDA #3 = 2,650 SF EXISTING IMPERVIOUS AREA TO REMAIN 3,411SF REMOVED IMPERVIOUS AREA 2,073 SF REPLACED IMPERVIOUS AREA 9,531 SF NEW HARD SURFACE AREA 9,991 SF REMOVED IMPERVIOUS AREA 0 SF 125 43RD AVENUE NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 2200283.10 Tacoma, WA 98403 DATE: 8/26/2021 253.383.2422 TEL BASIN SWAP MAP 253.383.2572 FAX APP B-1 N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET NEW POLLUTION GENERATING IMPERVIOUS SURFACE LEGEND TOTAL AREA NEW POLLUTION GENERATING IMPERVIOUS SURFACE 10,585 SF TDA #2 (NW) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 156 SF TDA #3 (NE) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 2,396 SF BIORETENTION FACILITY 125 125 126 125 127 128 126 126 125 125 172ND ST NE (PUBLIC ROAD) 172ND STREET NE T 125 126 126 CAVFS PERMEABLE PAVEMENT TDA #1 (SW) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 4,109 SF TDA #4 (SE) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 3,924 SF 43RD AVE NE (PUBLIC ROAD) 43RD AVENUE NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 2200283.10 Tacoma, WA 98403 DATE: 08/23/2021 253.383.2422 TEL PGIS MAP 253.383.2572 FAX APP B-1A Figure I-3.2: Flow Chart for Determining Requirements for Redevelopment 81,758 SF new + replaced hard surface area 17,695 SF new hard surfaces 17,695 SF 17,695 SF / 88,432 SF = 20% 2019StormwaterManagementManualforWesternWashington VolumeI-Chapter3-Page90 WWHM2012 PROJECT REPORT General Model Information Project Name: Roundabout - TDA Site Name: Arlington Roundabout Site Address: City: Report Date: 8/24/2021 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.200 Version Date: 2019/09/13 Version: 4.2.17 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year Roundabout - TDA 8/24/2021 1:37:02 PM Page 2 Landuse Basin Data Predeveloped Land Use Roundabout - TDA 8/24/2021 1:37:02 PM Page 3 Mitigated Land Use TDA #3 Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.03 Pervious Total 0.03 Impervious Land Use acre ROADS FLAT 0.6 Impervious Total 0.6 Basin Total 0.63 Element Flows To: Surface Interflow Groundwater Surface retention 1 Surface retention 1 Roundabout - TDA 8/24/2021 1:37:02 PM Page 4 TDA #4 Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.27 Pervious Total 0.27 Impervious Land Use acre ROADS FLAT 0.44 Impervious Total 0.44 Basin Total 0.71 Element Flows To: Surface Interflow Groundwater CAVFS 2 Surface 2 CAVFS 2 Surface 2 Roundabout - TDA 8/24/2021 1:37:03 PM Page 5 Routing Elements Predeveloped Routing Roundabout - TDA 8/24/2021 1:37:03 PM Page 6 Mitigated Routing Bioretention 1 Bottom Length: 330.00 ft. Bottom Width: 10.00 ft. Material thickness of first layer: 1.5 Material type for first layer: SMMWW 12 in/hr Material thickness of second layer: 0 Material type for second layer: Sand Material thickness of third layer: 0 Material type for third layer: GRAVEL Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 123.033 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 123.033 Percent Infiltrated: 100 Total Precip Applied to Facility: 17.497 Total Evap From Facility: 10.643 Underdrain not used Discharge Structure Riser Height: 0.25 ft. Riser Diameter: 24 in. Element Flows To: Outlet 1 Outlet 2 Bioretention Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.1727 0.0000 0.0000 0.0000 0.0247 0.1716 0.0009 0.0000 0.0000 0.0495 0.1700 0.0017 0.0000 0.0000 0.0742 0.1683 0.0026 0.0000 0.0000 0.0989 0.1667 0.0036 0.0000 0.0000 0.1236 0.1650 0.0045 0.0000 0.0000 0.1484 0.1634 0.0055 0.0000 0.0005 0.1731 0.1617 0.0064 0.0000 0.0050 0.1978 0.1601 0.0074 0.0000 0.0068 0.2225 0.1585 0.0084 0.0000 0.0089 0.2473 0.1568 0.0094 0.0000 0.0114 0.2720 0.1552 0.0105 0.0000 0.0143 0.2967 0.1536 0.0115 0.0000 0.0176 0.3214 0.1519 0.0126 0.0000 0.0212 0.3462 0.1503 0.0137 0.0000 0.0253 0.3709 0.1487 0.0148 0.0000 0.0299 0.3956 0.1471 0.0160 0.0000 0.0349 0.4203 0.1454 0.0171 0.0000 0.0404 0.4451 0.1438 0.0183 0.0000 0.0463 0.4698 0.1422 0.0194 0.0000 0.0528 0.4945 0.1406 0.0207 0.0000 0.0597 0.5192 0.1390 0.0219 0.0000 0.0672 0.5440 0.1373 0.0231 0.0000 0.0753 0.5687 0.1357 0.0244 0.0000 0.0839 0.5934 0.1341 0.0256 0.0000 0.0930 0.6181 0.1325 0.0269 0.0000 0.1027 Roundabout - TDA 8/24/2021 1:37:03 PM Page 7 0.6429 0.1309 0.0282 0.0000 0.1130 0.6676 0.1293 0.0296 0.0000 0.1240 0.6923 0.1277 0.0309 0.0000 0.1355 0.7170 0.1261 0.0323 0.0000 0.1477 0.7418 0.1245 0.0336 0.0000 0.1528 0.7665 0.1229 0.0350 0.0000 0.1528 0.7912 0.1213 0.0365 0.0000 0.1528 0.8159 0.1197 0.0379 0.0000 0.1528 0.8407 0.1181 0.0393 0.0000 0.1528 0.8654 0.1165 0.0408 0.0000 0.1528 0.8901 0.1149 0.0423 0.0000 0.1528 0.9148 0.1133 0.0438 0.0000 0.1528 0.9396 0.1117 0.0453 0.0000 0.1528 0.9643 0.1102 0.0469 0.0000 0.1528 0.9890 0.1086 0.0484 0.0000 0.1528 1.0137 0.1070 0.0500 0.0000 0.1528 1.0385 0.1054 0.0516 0.0000 0.1528 1.0632 0.1038 0.0532 0.0000 0.1528 1.0879 0.1023 0.0549 0.0000 0.1528 1.1126 0.1007 0.0565 0.0000 0.1528 1.1374 0.0991 0.0582 0.0000 0.1528 1.1621 0.0975 0.0599 0.0000 0.1528 1.1868 0.0960 0.0616 0.0000 0.1528 1.2115 0.0944 0.0633 0.0000 0.1528 1.2363 0.0928 0.0651 0.0000 0.1528 1.2610 0.0913 0.0668 0.0000 0.1528 1.2857 0.0897 0.0686 0.0000 0.1528 1.3104 0.0882 0.0704 0.0000 0.1528 1.3352 0.0866 0.0722 0.0000 0.1528 1.3599 0.0851 0.0741 0.0000 0.1528 1.3846 0.0835 0.0759 0.0000 0.1528 1.4093 0.0819 0.0778 0.0000 0.1528 1.4341 0.0804 0.0797 0.0000 0.1528 1.4588 0.0788 0.0816 0.0000 0.1528 1.4835 0.0773 0.0835 0.0000 0.1528 1.5000 0.0758 0.0848 0.0000 0.1528 Bioretention Hydraulic Table Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)Infilt(cfs) 1.5000 0.1727 0.0848 0.0000 0.9167 0.0000 1.5247 0.1744 0.0891 0.0000 0.9167 0.0000 1.5495 0.1760 0.0935 0.0000 0.9469 0.0000 1.5742 0.1777 0.0978 0.0000 0.9620 0.0000 1.5989 0.1794 0.1023 0.0000 0.9771 0.0000 1.6236 0.1810 0.1067 0.0000 0.9922 0.0000 1.6484 0.1827 0.1112 0.0000 1.0073 0.0000 1.6731 0.1843 0.1157 0.0000 1.0224 0.0000 1.6978 0.1860 0.1203 0.0000 1.0375 0.0000 1.7225 0.1877 0.1249 0.0000 1.0527 0.0000 1.7473 0.1893 0.1296 0.0000 1.0678 0.0000 1.7720 0.1910 0.1343 0.0692 1.0694 0.0000 1.7967 0.1927 0.1391 0.2142 1.0694 0.0000 1.8214 0.1944 0.1438 0.4049 1.0694 0.0000 1.8462 0.1960 0.1487 0.6320 1.0694 0.0000 1.8709 0.1977 0.1535 0.8902 1.0694 0.0000 1.8956 0.1994 0.1584 1.1758 1.0694 0.0000 1.9203 0.2011 0.1634 1.4859 1.0694 0.0000 1.9451 0.2028 0.1684 1.8178 1.0694 0.0000 Roundabout - TDA 8/24/2021 1:37:03 PM Page 8 1.9698 0.2045 0.1734 2.1695 1.0694 0.0000 1.9945 0.2061 0.1785 2.5388 1.0694 0.0000 2.0192 0.2078 0.1836 2.9237 1.0694 0.0000 2.0440 0.2095 0.1888 3.3220 1.0694 0.0000 2.0687 0.2112 0.1940 3.7318 1.0694 0.0000 2.0934 0.2129 0.1992 4.1510 1.0694 0.0000 2.1181 0.2146 0.2045 4.5775 1.0694 0.0000 2.1429 0.2163 0.2098 5.0092 1.0694 0.0000 2.1676 0.2180 0.2152 5.4440 1.0694 0.0000 2.1923 0.2197 0.2206 5.8796 1.0694 0.0000 2.2170 0.2214 0.2261 6.3140 1.0694 0.0000 2.2418 0.2231 0.2316 6.7450 1.0694 0.0000 2.2500 0.2237 0.2334 7.1705 1.0694 0.0000 Roundabout - TDA 8/24/2021 1:37:03 PM Page 9 Surface retention 1 Element Flows To: Outlet 1 Outlet 2 Bioretention 1 Roundabout - TDA 8/24/2021 1:37:03 PM Page 10 Permeable Pavement 1 Pavement Area:0.0735 acre.Pavement Length: 320.00 ft. Pavement Width: 10.00 ft. Pavement slope 1:0 To 1 Pavement thickness: 0.35 Pour Space of Pavement: 0.15 Material thickness of second layer: 0.7 Pour Space of material for second layer: 0.3 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 13.305 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 13.305 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0.889 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.073 0.000 0.000 0.000 0.0167 0.073 0.000 0.000 0.148 0.0333 0.073 0.000 0.000 0.148 0.0500 0.073 0.001 0.000 0.148 0.0667 0.073 0.001 0.000 0.148 0.0833 0.073 0.001 0.000 0.148 0.1000 0.073 0.002 0.000 0.148 0.1167 0.073 0.002 0.000 0.148 0.1333 0.073 0.002 0.000 0.148 0.1500 0.073 0.003 0.000 0.148 0.1667 0.073 0.003 0.000 0.148 0.1833 0.073 0.004 0.000 0.148 0.2000 0.073 0.004 0.000 0.148 0.2167 0.073 0.004 0.000 0.148 0.2333 0.073 0.005 0.000 0.148 0.2500 0.073 0.005 0.000 0.148 0.2667 0.073 0.005 0.000 0.148 0.2833 0.073 0.006 0.000 0.148 0.3000 0.073 0.006 0.000 0.148 0.3167 0.073 0.007 0.000 0.148 0.3333 0.073 0.007 0.000 0.148 0.3500 0.073 0.007 0.000 0.148 0.3667 0.073 0.008 0.000 0.148 0.3833 0.073 0.008 0.000 0.148 0.4000 0.073 0.008 0.000 0.148 0.4167 0.073 0.009 0.000 0.148 0.4333 0.073 0.009 0.000 0.148 0.4500 0.073 0.009 0.000 0.148 0.4667 0.073 0.010 0.000 0.148 0.4833 0.073 0.010 0.000 0.148 0.5000 0.073 0.011 0.000 0.148 Roundabout - TDA 8/24/2021 1:37:03 PM Page 11 0.5167 0.073 0.011 0.000 0.148 0.5333 0.073 0.011 0.000 0.148 0.5500 0.073 0.012 0.000 0.148 0.5667 0.073 0.012 0.000 0.148 0.5833 0.073 0.012 0.000 0.148 0.6000 0.073 0.013 0.000 0.148 0.6167 0.073 0.013 0.000 0.148 0.6333 0.073 0.014 0.000 0.148 0.6500 0.073 0.014 0.000 0.148 0.6667 0.073 0.014 0.000 0.148 0.6833 0.073 0.015 0.000 0.148 0.7000 0.073 0.015 0.000 0.148 0.7167 0.073 0.015 0.000 0.148 0.7333 0.073 0.015 0.000 0.148 0.7500 0.073 0.015 0.000 0.148 0.7667 0.073 0.016 0.000 0.148 0.7833 0.073 0.016 0.000 0.148 0.8000 0.073 0.016 0.000 0.148 0.8167 0.073 0.016 0.000 0.148 0.8333 0.073 0.016 0.000 0.148 0.8500 0.073 0.016 0.000 0.148 0.8667 0.073 0.017 0.000 0.148 0.8833 0.073 0.017 0.000 0.148 0.9000 0.073 0.017 0.000 0.148 0.9167 0.073 0.017 0.000 0.148 0.9333 0.073 0.017 0.000 0.148 0.9500 0.073 0.018 0.000 0.148 0.9667 0.073 0.018 0.000 0.148 0.9833 0.073 0.018 0.000 0.148 1.0000 0.073 0.018 0.000 0.148 1.0167 0.073 0.018 0.000 0.148 1.0333 0.073 0.018 0.000 0.148 1.0500 0.073 0.020 0.000 0.148 1.0667 0.073 0.021 0.035 0.148 1.0833 0.073 0.022 0.101 0.148 1.1000 0.073 0.023 0.186 0.148 1.1167 0.073 0.025 0.286 0.148 1.1333 0.073 0.026 0.400 0.148 1.1500 0.073 0.027 0.526 0.148 1.1667 0.073 0.028 0.663 0.148 1.1833 0.073 0.029 0.810 0.148 1.2000 0.073 0.031 0.967 0.148 1.2167 0.073 0.032 1.132 0.148 1.2333 0.073 0.033 1.307 0.148 1.2500 0.073 0.034 1.489 0.148 1.2667 0.073 0.036 1.679 0.148 1.2833 0.073 0.037 1.876 0.148 1.3000 0.073 0.038 2.081 0.148 1.3167 0.073 0.039 2.292 0.148 1.3333 0.073 0.041 2.511 0.148 1.3500 0.073 0.042 2.735 0.148 1.3667 0.073 0.043 2.967 0.148 1.3833 0.073 0.044 3.204 0.148 1.4000 0.073 0.045 3.447 0.148 1.4167 0.073 0.047 3.696 0.148 1.4333 0.073 0.048 3.951 0.148 1.4500 0.073 0.049 4.212 0.148 1.4667 0.073 0.050 4.478 0.148 Roundabout - TDA 8/24/2021 1:37:03 PM Page 12 1.4833 0.073 0.052 4.749 0.148 1.5000 0.073 0.053 5.026 0.148 Roundabout - TDA 8/24/2021 1:37:03 PM Page 13 CAVFS 2 CAVFS Length: 320.00 ft. CAVFS Width: 6.00 ft. Gravel thickness: 0.5 ft. Material thickness of CAVFS layer: 0.67 ft. Slope of CAVFS layer: 5.33333333333333E-02 ft. Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 84.628 Total Volume Through Riser (ac-ft.): 0.53 Total Volume Through Facility (ac-ft.): 85.448 Percent Infiltrated: 99.04 Total Precip Applied to Facility: 1.05 Total Evap From Facility: 0.698 Outlet Control Overflow Height: 0.5 ft. Overflow width: 160 in. Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 1 CAVFS Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.0049 0.0000 0.0000 0.0000 0.0797 0.0049 0.0002 0.0000 0.0000 0.1593 0.0049 0.0003 0.0000 0.0000 0.2390 0.0049 0.0005 0.0000 0.0000 0.3187 0.0049 0.0007 0.0000 0.0000 0.3984 0.0049 0.0008 0.0000 0.0000 0.4780 0.0049 0.0010 0.0000 0.0000 0.5577 0.0049 0.0011 0.0000 0.0000 0.6374 0.0049 0.0013 0.0000 0.0000 0.7170 0.0049 0.0014 0.0000 0.0000 0.7967 0.0049 0.0016 0.0000 0.0000 0.8764 0.0049 0.0018 0.0000 0.0000 0.9560 0.0049 0.0019 0.0000 0.0000 1.0357 0.0049 0.0021 0.0000 0.0000 1.1154 0.0049 0.0022 0.0000 0.0000 1.1951 0.0049 0.0024 0.0000 0.0000 1.2747 0.0049 0.0025 0.0000 0.0000 1.3544 0.0049 0.0027 0.0000 0.0000 1.4341 0.0049 0.0028 0.0000 0.0000 1.5137 0.0049 0.0030 0.0000 0.0000 1.5934 0.0049 0.0031 0.0000 0.0000 1.6731 0.0049 0.0033 0.0000 0.0000 1.7527 0.0049 0.0035 0.0000 0.0000 1.8324 0.0049 0.0036 0.0002 0.0963 1.9121 0.0049 0.0038 0.0003 0.0963 1.9918 0.0049 0.0039 0.0003 0.0963 2.0714 0.0049 0.0041 0.0004 0.0963 2.1511 0.0049 0.0042 0.0004 0.0963 2.2308 0.0049 0.0044 0.0005 0.0963 2.3104 0.0049 0.0045 0.0006 0.0963 2.3901 0.0049 0.0047 0.0007 0.0963 2.4698 0.0049 0.0048 0.0008 0.0963 Roundabout - TDA 8/24/2021 1:37:03 PM Page 14 2.5495 0.0049 0.0050 0.0009 0.0963 2.6291 0.0049 0.0052 0.0010 0.0963 2.7088 0.0049 0.0053 0.0011 0.0963 2.7885 0.0049 0.0055 0.0013 0.0963 2.8681 0.0049 0.0056 0.0014 0.0963 2.9478 0.0049 0.0058 0.0015 0.0963 3.0275 0.0049 0.0059 0.0017 0.0963 3.1071 0.0049 0.0061 0.0018 0.0963 3.1868 0.0049 0.0062 0.0020 0.0963 3.2665 0.0049 0.0064 0.0022 0.0963 3.3462 0.0049 0.0066 0.0024 0.0963 3.4258 0.0049 0.0067 0.0026 0.0963 3.5055 0.0049 0.0069 0.0028 0.0963 3.5852 0.0049 0.0070 0.0030 0.0963 3.6648 0.0049 0.0072 0.0032 0.0963 3.7445 0.0049 0.0073 0.0034 0.0963 3.8242 0.0049 0.0075 0.0037 0.0963 3.9038 0.0049 0.0076 0.0039 0.0963 3.9835 0.0049 0.0078 0.0042 0.0963 4.0632 0.0049 0.0079 0.0045 0.0963 4.1429 0.0049 0.0081 0.0047 0.0963 4.2225 0.0049 0.0083 0.0050 0.0963 4.3022 0.0049 0.0084 0.0053 0.0963 4.3819 0.0049 0.0086 0.0056 0.0963 4.4615 0.0049 0.0087 0.0060 0.0963 4.5412 0.0049 0.0089 0.0063 0.0963 4.6209 0.0049 0.0090 0.0066 0.0963 4.7005 0.0049 0.0092 0.0070 0.0963 4.7802 0.0049 0.0093 0.0074 0.0963 4.8599 0.0049 0.0095 0.0077 0.0963 4.9396 0.0049 0.0097 0.0081 0.0963 5.0192 0.0049 0.0098 0.0085 0.0963 5.0989 0.0049 0.0100 0.0089 0.0963 5.1786 0.0049 0.0101 0.0093 0.0963 5.2582 0.0049 0.0103 0.0098 0.0963 5.3379 0.0049 0.0104 0.0102 0.0963 5.4176 0.0049 0.0106 0.0107 0.0963 5.4973 0.0049 0.0107 0.0112 0.0963 5.5769 0.0049 0.0109 0.0116 0.0963 5.6566 0.0049 0.0110 0.0121 0.0963 5.7363 0.0049 0.0112 0.0127 0.0963 5.8159 0.0049 0.0114 0.0132 0.0963 5.8956 0.0049 0.0115 0.0137 0.0963 5.9753 0.0049 0.0117 0.0143 0.0963 6.0549 0.0049 0.0118 0.0148 0.0963 6.1346 0.0049 0.0120 0.0154 0.0963 6.2143 0.0049 0.0121 0.0161 0.0963 6.2940 0.0049 0.0123 0.0167 0.0963 6.3736 0.0049 0.0124 0.0174 0.0963 6.4533 0.0049 0.0126 0.0181 0.0963 6.5000 0.0049 0.0127 0.0468 0.0963 CAVFS Hydraulic Table Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)Infilt(cfs) 6.5000 0.0049 0.0127 0.0000 0.1431 0.0000 6.5797 0.0049 0.0131 0.0000 0.1431 0.0000 6.6593 0.0049 0.0135 0.0000 0.1431 0.0000 6.7390 0.0049 0.0139 0.0000 0.1431 0.0000 Roundabout - TDA 8/24/2021 1:37:03 PM Page 15 6.8187 0.0049 0.0143 0.0000 0.1431 0.0000 6.8984 0.0049 0.0146 0.0000 0.1431 0.0000 6.9780 0.0049 0.0150 0.0000 0.1431 0.0000 7.0577 0.0049 0.0154 0.0000 0.1431 0.0000 7.1374 0.0049 0.0158 0.0000 0.1431 0.0000 7.2170 0.0049 0.0162 0.0000 0.1431 0.0000 7.2500 0.0049 0.0164 0.0000 0.1431 0.0000 Roundabout - TDA 8/24/2021 1:37:03 PM Page 16 CAVFS 2 Surface 2 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 1CAVFS 2 Roundabout - TDA 8/24/2021 1:37:03 PM Page 17 Analysis Results POC 1 POC #1 was not reported because POC must exist in both scenarios and both scenarios must have been run. Roundabout - TDA 8/24/2021 1:37:03 PM Page 18 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. Roundabout - TDA 8/24/2021 1:37:03 PM Page 19 Appendix Predeveloped Schematic Roundabout - TDA 8/24/2021 1:37:03 PM Page 20 Mitigated Schematic Roundabout - TDA 8/24/2021 1:37:05 PM Page 21 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 Roundabout - TDA.wdm MESSU 25 PreRoundabout - TDA.MES 27 PreRoundabout - TDA.L61 28 PreRoundabout - TDA.L62 END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 7 IMPLND 1 PERLND 38 IMPLND 17 GENER 2 RCHRES 1 RCHRES 2 IMPLND 16 RCHRES 3 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** 2 24 END OPCODE PARM # # K *** 2 0. END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 7 A/B, Lawn, Flat 1 1 1 1 27 0 38 A/B, Forest, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 7 0 0 1 0 0 0 0 0 0 0 0 0 38 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY Roundabout - TDA 8/24/2021 1:37:07 PM Page 22 PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 38 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 7 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 7 0 5 0.8 400 0.05 0.3 0.996 38 0 5 2 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 7 0 0 2 2 0 0 0 38 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 7 0.1 0.5 0.25 0 0.7 0.25 38 0.2 0.5 0.35 0 0.7 0.7 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 7 0 0 0 0 3 1 0 38 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 17 ROADS/FLAT LAT 1 1 1 27 0 16 Porous Pavement 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 17 0 0 1 0 0 0 16 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 17 0 0 4 0 0 0 1 9 16 0 0 4 0 0 0 1 9 Roundabout - TDA 8/24/2021 1:37:07 PM Page 23 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 17 0 0 0 0 0 16 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 17 400 0.01 0.1 0.1 16 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 17 0 0 16 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 17 0 0 16 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 2*** PERLND 7 0.03 RCHRES 1 2 PERLND 7 0.03 RCHRES 1 3 IMPLND 1 0.6 RCHRES 1 5 IMPLND 16 0.0735 RCHRES 3 5 Lateral Basin 1*** PERLND 38 2.0419 IMPLND 16 54 PERLND 38 2.0419 IMPLND 16 55 Lateral I Basin 1*** IMPLND 17 6.8062 IMPLND 16 53 ******Routing****** RCHRES 1 1 RCHRES 2 8 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** GENER 2 OUTPUT TIMSER .0011111 RCHRES 1 EXTNL OUTDGT 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** Roundabout - TDA 8/24/2021 1:37:07 PM Page 24 1 Surface retentio-007 2 1 1 1 28 0 1 2 Bioretention 1 2 1 1 1 28 0 1 3 Permeable Paveme-008 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 2 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.0 0.0 2 2 0.06 0.0 0.0 0.0 0.0 3 3 0.06 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS *** User-Defined Variable Quantity Lines *** addr *** <------> *** kwd varnam optyp opn vari s1 s2 s3 tp multiply lc ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vol2 RCHRES 2 VOL 4 UVQUAN v2m2 GLOBAL WORKSP 1 3 UVQUAN vpo2 GLOBAL WORKSP 2 3 UVQUAN v2d2 GENER 2 K 1 3 *** User-Defined Target Variable Names *** addr or addr or *** <------> <------> *** kwd varnam ct vari s1 s2 s3 frac oper vari s1 s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> <--> UVNAME v2m2 1 WORKSP 1 1.0 QUAN UVNAME vpo2 1 WORKSP 2 1.0 QUAN UVNAME v2d2 1 K 1 1.0 QUAN *** opt foplop dcdts yr mo dy hr mn d t vnam s1 s2 s3 ac quantity tc ts rp <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> <> <-><-> Roundabout - TDA 8/24/2021 1:37:07 PM Page 25 GENER 2 v2m2 = 3469.16 *** Compute remaining available pore space GENER 2 vpo2 = v2m2 GENER 2 vpo2 -= vol2 *** Check to see if VPORA goes negative; if so set VPORA = 0.0 IF (vpo2 < 0.0) THEN GENER 2 vpo2 = 0.0 END IF *** Infiltration volume GENER 2 v2d2 = vpo2 END SPEC-ACTIONS FTABLES FTABLE 2 62 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.147865 0.000000 0.000000 0.000000 0.024725 0.147052 0.000863 0.000000 0.000000 0.049451 0.145834 0.001739 0.000000 0.000000 0.074176 0.144617 0.002629 0.000000 0.000000 0.098901 0.143401 0.003531 0.000000 0.000000 0.123626 0.142186 0.004447 0.000000 0.000000 0.148352 0.140972 0.005376 0.000000 0.000126 0.173077 0.139759 0.006317 0.000000 0.001248 0.197802 0.138547 0.007273 0.000000 0.001699 0.222527 0.137336 0.008241 0.000000 0.002235 0.247253 0.136126 0.009222 0.000000 0.002859 0.271978 0.134917 0.010217 0.000000 0.003578 0.296703 0.133709 0.011225 0.000000 0.004394 0.321429 0.132502 0.012246 0.000000 0.005312 0.346154 0.131296 0.013280 0.000000 0.006337 0.370879 0.130092 0.014328 0.000000 0.007473 0.395604 0.128888 0.015389 0.000000 0.008722 0.420330 0.127685 0.016463 0.000000 0.010089 0.445055 0.126483 0.017551 0.000000 0.011578 0.469780 0.125282 0.018651 0.000000 0.013191 0.494505 0.124082 0.019765 0.000000 0.014933 0.519231 0.122883 0.020893 0.000000 0.016807 0.543956 0.121685 0.022033 0.000000 0.018816 0.568681 0.120489 0.023188 0.000000 0.020963 0.593407 0.119293 0.024355 0.000000 0.023251 0.618132 0.118098 0.025536 0.000000 0.025683 0.642857 0.116904 0.026730 0.000000 0.028262 0.667582 0.115711 0.027937 0.000000 0.030992 0.692308 0.114520 0.029158 0.000000 0.033874 0.717033 0.113329 0.030393 0.000000 0.036913 0.741758 0.112139 0.031641 0.000000 0.040110 0.766484 0.110950 0.032902 0.000000 0.043468 0.791209 0.109763 0.034176 0.000000 0.046990 0.815934 0.108576 0.035465 0.000000 0.050678 0.840659 0.107390 0.036766 0.000000 0.054535 0.865385 0.106205 0.038081 0.000000 0.058564 0.890110 0.105022 0.039410 0.000000 0.062767 0.914835 0.103839 0.040752 0.000000 0.067145 0.939560 0.102657 0.042107 0.000000 0.071703 0.964286 0.101477 0.043477 0.000000 0.076441 0.989011 0.100297 0.044859 0.000000 0.081363 1.013736 0.099118 0.046255 0.000000 0.086470 1.038462 0.097941 0.047665 0.000000 0.091765 1.063187 0.096764 0.049089 0.000000 0.097249 1.087912 0.095588 0.050525 0.000000 0.102925 1.112637 0.094414 0.051976 0.000000 0.108794 1.137363 0.093240 0.053440 0.000000 0.114859 1.162088 0.092068 0.054918 0.000000 0.121121 1.186813 0.090896 0.056409 0.000000 0.127583 1.211538 0.089726 0.057914 0.000000 0.134245 1.236264 0.088556 0.059433 0.000000 0.141109 1.260989 0.087387 0.060965 0.000000 0.148176 1.285714 0.086220 0.062511 0.000000 0.152778 1.310440 0.085053 0.064071 0.000000 0.152778 Roundabout - TDA 8/24/2021 1:37:07 PM Page 26 1.335165 0.083888 0.065644 0.000000 0.152778 1.359890 0.082723 0.067231 0.000000 0.152778 1.384615 0.081560 0.068832 0.000000 0.152778 1.409341 0.080397 0.070447 0.000000 0.152778 1.434066 0.079236 0.072075 0.000000 0.152778 1.458791 0.078075 0.073717 0.000000 0.152778 1.483516 0.076916 0.075373 0.000000 0.152778 1.500000 0.075758 0.079641 0.000000 0.152778 END FTABLE 2 FTABLE 1 32 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.075758 0.000000 0.000000 0.000000 0.024725 0.149085 0.003671 0.000000 0.229167 0.049451 0.150306 0.007372 0.000000 0.236722 0.074176 0.151527 0.011104 0.000000 0.240499 0.098901 0.152750 0.014865 0.000000 0.244277 0.123626 0.153974 0.018657 0.000000 0.248054 0.148352 0.155199 0.022480 0.000000 0.251832 0.173077 0.156424 0.026332 0.000000 0.255609 0.197802 0.157651 0.030215 0.000000 0.259387 0.222527 0.158879 0.034128 0.000000 0.263164 0.247253 0.160108 0.038072 0.000000 0.266942 0.271978 0.161338 0.042045 0.069173 0.267361 0.296703 0.162569 0.046050 0.214157 0.267361 0.321429 0.163800 0.050085 0.404863 0.267361 0.346154 0.165033 0.054150 0.632006 0.267361 0.370879 0.166267 0.058246 0.890240 0.267361 0.395604 0.167502 0.062372 1.175834 0.267361 0.420330 0.168738 0.066529 1.485864 0.267361 0.445055 0.169975 0.070716 1.817846 0.267361 0.469780 0.171213 0.074934 2.169538 0.267361 0.494505 0.172452 0.079183 2.538826 0.267361 0.519231 0.173692 0.083462 2.923656 0.267361 0.543956 0.174933 0.087772 3.321994 0.267361 0.568681 0.176175 0.092112 3.731796 0.267361 0.593407 0.177418 0.096484 4.150999 0.267361 0.618132 0.178662 0.100886 4.577511 0.267361 0.642857 0.179907 0.105319 5.009215 0.267361 0.667582 0.181153 0.109782 5.443969 0.267361 0.692308 0.182400 0.114277 5.879618 0.267361 0.717033 0.183648 0.118802 6.314008 0.267361 0.741758 0.184897 0.123358 6.744993 0.267361 0.750000 0.185313 0.124884 7.170460 0.267361 END FTABLE 1 FTABLE 3 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.073462 0.000000 0.000000 0.000000 0.016667 0.073462 0.000367 0.000000 0.148148 0.033333 0.073462 0.000735 0.000000 0.148148 0.050000 0.073462 0.001102 0.000000 0.148148 0.066667 0.073462 0.001469 0.000000 0.148148 0.083333 0.073462 0.001837 0.000000 0.148148 0.100000 0.073462 0.002204 0.000000 0.148148 0.116667 0.073462 0.002571 0.000000 0.148148 0.133333 0.073462 0.002938 0.000000 0.148148 0.150000 0.073462 0.003306 0.000000 0.148148 0.166667 0.073462 0.003673 0.000000 0.148148 0.183333 0.073462 0.004040 0.000000 0.148148 0.200000 0.073462 0.004408 0.000000 0.148148 0.216667 0.073462 0.004775 0.000000 0.148148 0.233333 0.073462 0.005142 0.000000 0.148148 0.250000 0.073462 0.005510 0.000000 0.148148 0.266667 0.073462 0.005877 0.000000 0.148148 0.283333 0.073462 0.006244 0.000000 0.148148 0.300000 0.073462 0.006612 0.000000 0.148148 0.316667 0.073462 0.006979 0.000000 0.148148 Roundabout - TDA 8/24/2021 1:37:07 PM Page 27 0.333333 0.073462 0.007346 0.000000 0.148148 0.350000 0.073462 0.007713 0.000000 0.148148 0.366667 0.073462 0.008081 0.000000 0.148148 0.383333 0.073462 0.008448 0.000000 0.148148 0.400000 0.073462 0.008815 0.000000 0.148148 0.416667 0.073462 0.009183 0.000000 0.148148 0.433333 0.073462 0.009550 0.000000 0.148148 0.450000 0.073462 0.009917 0.000000 0.148148 0.466667 0.073462 0.010285 0.000000 0.148148 0.483333 0.073462 0.010652 0.000000 0.148148 0.500000 0.073462 0.011019 0.000000 0.148148 0.516667 0.073462 0.011387 0.000000 0.148148 0.533333 0.073462 0.011754 0.000000 0.148148 0.550000 0.073462 0.012121 0.000000 0.148148 0.566667 0.073462 0.012489 0.000000 0.148148 0.583333 0.073462 0.012856 0.000000 0.148148 0.600000 0.073462 0.013223 0.000000 0.148148 0.616667 0.073462 0.013590 0.000000 0.148148 0.633333 0.073462 0.013958 0.000000 0.148148 0.650000 0.073462 0.014325 0.000000 0.148148 0.666667 0.073462 0.014692 0.000000 0.148148 0.683333 0.073462 0.015060 0.000000 0.148148 0.700000 0.073462 0.015427 0.000000 0.148148 0.716667 0.073462 0.015794 0.000000 0.148148 0.733333 0.073462 0.016162 0.000000 0.148148 0.750000 0.073462 0.016529 0.000000 0.148148 0.766667 0.073462 0.016896 0.000000 0.148148 0.783333 0.073462 0.017264 0.000000 0.148148 0.800000 0.073462 0.017631 0.000000 0.148148 0.816667 0.073462 0.017998 0.000000 0.148148 0.833333 0.073462 0.018365 0.000000 0.148148 0.850000 0.073462 0.018733 0.000000 0.148148 0.866667 0.073462 0.019100 0.000000 0.148148 0.883333 0.073462 0.019467 0.000000 0.148148 0.900000 0.073462 0.019835 0.000000 0.148148 0.916667 0.073462 0.020202 0.000000 0.148148 0.933333 0.073462 0.020569 0.000000 0.148148 0.950000 0.073462 0.020937 0.000000 0.148148 0.966667 0.073462 0.021304 0.000000 0.148148 0.983333 0.073462 0.021671 0.000000 0.148148 1.000000 0.073462 0.022039 0.000000 0.148148 1.016667 0.073462 0.022406 0.000000 0.148148 1.033333 0.073462 0.022773 0.000000 0.148148 1.050000 0.073462 0.023140 0.000000 0.148148 1.066667 0.073462 0.023508 0.000000 0.148148 1.083333 0.073462 0.023875 0.000000 0.148148 1.100000 0.073462 0.024242 0.000000 0.148148 1.116667 0.073462 0.024610 0.000000 0.148148 1.133333 0.073462 0.024977 0.000000 0.148148 1.150000 0.073462 0.025344 0.000000 0.148148 1.166667 0.073462 0.025712 0.000000 0.148148 1.183333 0.073462 0.026079 0.000000 0.148148 1.200000 0.073462 0.026446 0.000000 0.148148 1.216667 0.073462 0.026814 0.000000 0.148148 1.233333 0.073462 0.027181 0.000000 0.148148 1.250000 0.073462 0.027548 0.000000 0.148148 1.266667 0.073462 0.027916 0.000000 0.148148 1.283333 0.073462 0.028283 0.000000 0.148148 1.300000 0.073462 0.028650 0.000000 0.148148 1.316667 0.073462 0.029017 0.000000 0.148148 1.333333 0.073462 0.029385 0.000000 0.148148 1.350000 0.073462 0.029752 0.000000 0.148148 1.366667 0.073462 0.030119 0.000000 0.148148 1.383333 0.073462 0.030487 0.000000 0.148148 1.400000 0.073462 0.030854 0.000000 0.148148 1.416667 0.073462 0.031221 0.000000 0.148148 1.433333 0.073462 0.031589 0.000000 0.148148 1.450000 0.073462 0.031956 0.000000 0.148148 1.466667 0.073462 0.032323 0.000000 0.148148 1.483333 0.073462 0.032691 0.000000 0.148148 Roundabout - TDA 8/24/2021 1:37:07 PM Page 28 1.500000 0.073462 0.033058 0.000000 0.148148 END FTABLE 3 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP WDM 2 PREC ENGL 1.2 RCHRES 1 EXTNL PREC WDM 1 EVAP ENGL 0.5 RCHRES 1 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 2 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 3 EXTNL POTEV END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 8 RCHRES OFLOW OVOL 2 RCHRES INFLOW IVOL END MASS-LINK 8 MASS-LINK 53 IMPLND IWATER SURO IMPLND EXTNL SURLI END MASS-LINK 53 MASS-LINK 54 PERLND PWATER SURO IMPLND EXTNL SURLI END MASS-LINK 54 MASS-LINK 55 PERLND PWATER IFWO IMPLND EXTNL SURLI END MASS-LINK 55 END MASS-LINK END RUN Roundabout - TDA 8/24/2021 1:37:07 PM Page 29 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 Roundabout - TDA.wdm MESSU 25 MitRoundabout - TDA.MES 27 MitRoundabout - TDA.L61 28 MitRoundabout - TDA.L62 30 POCRoundabout - TDA1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 7 IMPLND 1 GENER 2 RCHRES 1 RCHRES 2 GENER 4 RCHRES 3 RCHRES 4 IMPLND 19 RCHRES 5 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 TDA #4 MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** 2 24 4 24 END OPCODE PARM # # K *** 2 0. 4 0. END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 7 A/B, Lawn, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** Roundabout - TDA 8/24/2021 1:37:07 PM Page 30 ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 7 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 7 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 7 0 5 0.8 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 7 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 7 0.1 0.5 0.25 0 0.7 0.25 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 7 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 19 Porous Pavement 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 19 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 19 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 Roundabout - TDA 8/24/2021 1:37:07 PM Page 31 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 19 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 19 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 19 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 19 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** TDA #3*** PERLND 7 0.03 RCHRES 1 2 PERLND 7 0.03 RCHRES 1 3 IMPLND 1 0.6 RCHRES 1 5 TDA #4*** PERLND 7 0.27 RCHRES 3 2 PERLND 7 0.27 RCHRES 3 3 IMPLND 1 0.44 RCHRES 3 5 IMPLND 19 0.0735 RCHRES 5 5 TDA #4*** PERLND 7 0.27 COPY 501 12 PERLND 7 0.27 COPY 501 13 IMPLND 1 0.44 COPY 501 15 ******Routing****** RCHRES 1 1 RCHRES 2 8 RCHRES 4 IMPLND 19 71 RCHRES 3 IMPLND 19 71 RCHRES 3 1 RCHRES 4 8 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 GENER 2 OUTPUT TIMSER .0011111 RCHRES 1 EXTNL OUTDGT 1 GENER 4 OUTPUT TIMSER .0011111 RCHRES 3 EXTNL OUTDGT 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** Roundabout - TDA 8/24/2021 1:37:07 PM Page 32 in out *** 1 Surface retentio-014 2 1 1 1 28 0 1 2 Bioretention 1 2 1 1 1 28 0 1 3 CAVFS 2 Surface-021 3 1 1 1 28 0 1 4 CAVFS 2 2 1 1 1 28 0 1 5 Permeable Paveme-017 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 0 1 9 4 4 0 0 0 0 0 0 0 0 0 1 9 5 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 2 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 6 0 0 0 1 0 0 0 2 1 2 2 2 4 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 5 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.0 0.0 2 2 0.06 0.0 0.0 0.0 0.0 3 3 0.01 0.0 0.0 0.0 0.0 4 4 0.06 0.0 0.0 0.0 0.0 5 5 0.06 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0 4.0 5.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS *** User-Defined Variable Quantity Lines *** addr *** <------> *** kwd varnam optyp opn vari s1 s2 s3 tp multiply lc ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vol2 RCHRES 2 VOL 4 Roundabout - TDA 8/24/2021 1:37:07 PM Page 33 UVQUAN v2m2 GLOBAL WORKSP 1 3 UVQUAN vpo2 GLOBAL WORKSP 2 3 UVQUAN v2d2 GENER 2 K 1 3 *** User-Defined Variable Quantity Lines *** addr *** <------> *** kwd varnam optyp opn vari s1 s2 s3 tp multiply lc ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vol4 RCHRES 4 VOL 4 UVQUAN v2m4 GLOBAL WORKSP 3 3 UVQUAN vpo4 GLOBAL WORKSP 4 3 UVQUAN v2d4 GENER 4 K 1 3 *** User-Defined Target Variable Names *** addr or addr or *** <------> <------> *** kwd varnam ct vari s1 s2 s3 frac oper vari s1 s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> <--> UVNAME v2m2 1 WORKSP 1 1.0 QUAN UVNAME vpo2 1 WORKSP 2 1.0 QUAN UVNAME v2d2 1 K 1 1.0 QUAN *** User-Defined Target Variable Names *** addr or addr or *** <------> <------> *** kwd varnam ct vari s1 s2 s3 frac oper vari s1 s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> <--> UVNAME v2m4 1 WORKSP 3 1.0 QUAN UVNAME vpo4 1 WORKSP 4 1.0 QUAN UVNAME v2d4 1 K 1 1.0 QUAN *** opt foplop dcdts yr mo dy hr mn d t vnam s1 s2 s3 ac quantity tc ts rp <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> <> <-><-> GENER 2 v2m2 = 3833.4 *** Compute remaining available pore space GENER 2 vpo2 = v2m2 GENER 2 vpo2 -= vol2 *** Check to see if VPORA goes negative; if so set VPORA = 0.0 IF (vpo2 < 0.0) THEN GENER 2 vpo2 = 0.0 END IF *** Infiltration volume GENER 2 v2d2 = vpo2 *** opt foplop dcdts yr mo dy hr mn d t vnam s1 s2 s3 ac quantity tc ts rp <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> <> <-><-> GENER 4 v2m4 = 681.28 *** Compute remaining available pore space GENER 4 vpo4 = v2m4 GENER 4 vpo4 -= vol4 *** Check to see if VPORA goes negative; if so set VPORA = 0.0 IF (vpo4 < 0.0) THEN GENER 4 vpo4 = 0.0 END IF *** Infiltration volume GENER 4 v2d4 = vpo4 END SPEC-ACTIONS FTABLES FTABLE 2 62 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.172727 0.000000 0.000000 0.000000 0.024725 0.171626 0.000865 0.000000 0.000000 0.049451 0.169975 0.001748 0.000000 0.000000 0.074176 0.168326 0.002648 0.000000 0.000000 0.098901 0.166679 0.003566 0.000000 0.000000 0.123626 0.165033 0.004502 0.000000 0.000000 0.148352 0.163390 0.005454 0.000000 0.000503 0.173077 0.161748 0.006425 0.000000 0.004994 0.197802 0.160108 0.007413 0.000000 0.006798 0.222527 0.158470 0.008419 0.000000 0.008939 0.247253 0.156833 0.009442 0.000000 0.011438 0.271978 0.155199 0.010483 0.000000 0.014310 Roundabout - TDA 8/24/2021 1:37:07 PM Page 34 0.296703 0.153566 0.011542 0.000000 0.017575 0.321429 0.151935 0.012618 0.000000 0.021250 0.346154 0.150306 0.013712 0.000000 0.025349 0.370879 0.148678 0.014824 0.000000 0.029890 0.395604 0.147052 0.015954 0.000000 0.034888 0.420330 0.145429 0.017101 0.000000 0.040357 0.445055 0.143807 0.018266 0.000000 0.046311 0.469780 0.142186 0.019449 0.000000 0.052766 0.494505 0.140568 0.020650 0.000000 0.059734 0.519231 0.138951 0.021869 0.000000 0.067229 0.543956 0.137336 0.023105 0.000000 0.075263 0.568681 0.135723 0.024360 0.000000 0.083850 0.593407 0.134112 0.025632 0.000000 0.093002 0.618132 0.132502 0.026923 0.000000 0.102731 0.642857 0.130895 0.028231 0.000000 0.113049 0.667582 0.129289 0.029557 0.000000 0.123968 0.692308 0.127685 0.030902 0.000000 0.135498 0.717033 0.126082 0.032264 0.000000 0.147651 0.741758 0.124482 0.033644 0.000000 0.152778 0.766484 0.122883 0.035043 0.000000 0.152778 0.791209 0.121286 0.036459 0.000000 0.152778 0.815934 0.119691 0.037894 0.000000 0.152778 0.840659 0.118098 0.039347 0.000000 0.152778 0.865385 0.116506 0.040818 0.000000 0.152778 0.890110 0.114917 0.042307 0.000000 0.152778 0.914835 0.113329 0.043814 0.000000 0.152778 0.939560 0.111743 0.045340 0.000000 0.152778 0.964286 0.110158 0.046883 0.000000 0.152778 0.989011 0.108576 0.048445 0.000000 0.152778 1.013736 0.106995 0.050026 0.000000 0.152778 1.038462 0.105416 0.051624 0.000000 0.152778 1.063187 0.103839 0.053241 0.000000 0.152778 1.087912 0.102264 0.054876 0.000000 0.152778 1.112637 0.100690 0.056530 0.000000 0.152778 1.137363 0.099118 0.058202 0.000000 0.152778 1.162088 0.097548 0.059892 0.000000 0.152778 1.186813 0.095980 0.061601 0.000000 0.152778 1.211538 0.094414 0.063328 0.000000 0.152778 1.236264 0.092849 0.065073 0.000000 0.152778 1.260989 0.091287 0.066837 0.000000 0.152778 1.285714 0.089726 0.068620 0.000000 0.152778 1.310440 0.088166 0.070421 0.000000 0.152778 1.335165 0.086609 0.072241 0.000000 0.152778 1.359890 0.085053 0.074079 0.000000 0.152778 1.384615 0.083500 0.075935 0.000000 0.152778 1.409341 0.081948 0.077811 0.000000 0.152778 1.434066 0.080397 0.079705 0.000000 0.152778 1.458791 0.078849 0.081617 0.000000 0.152778 1.483516 0.077302 0.083548 0.000000 0.152778 1.500000 0.075758 0.088003 0.000000 0.152778 END FTABLE 2 FTABLE 1 32 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.075758 0.000000 0.000000 0.000000 0.024725 0.174381 0.004291 0.000000 0.916667 0.049451 0.176037 0.008623 0.000000 0.946887 0.074176 0.177694 0.012996 0.000000 0.961997 0.098901 0.179353 0.017410 0.000000 0.977107 0.123626 0.181014 0.021865 0.000000 0.992217 0.148352 0.182677 0.026362 0.000000 1.007327 0.173077 0.184342 0.030899 0.000000 1.022437 0.197802 0.186008 0.035477 0.000000 1.037547 0.222527 0.187676 0.040097 0.000000 1.052657 0.247253 0.189346 0.044758 0.000000 1.067766 0.271978 0.191018 0.049460 0.069173 1.069445 0.296703 0.192691 0.054204 0.214157 1.069445 0.321429 0.194367 0.058989 0.404863 1.069445 0.346154 0.196044 0.063816 0.632006 1.069445 Roundabout - TDA 8/24/2021 1:37:07 PM Page 35 0.370879 0.197723 0.068684 0.890240 1.069445 0.395604 0.199403 0.073593 1.175834 1.069445 0.420330 0.201086 0.078544 1.485864 1.069445 0.445055 0.202770 0.083537 1.817846 1.069445 0.469780 0.204456 0.088571 2.169538 1.069445 0.494505 0.206144 0.093648 2.538826 1.069445 0.519231 0.207834 0.098765 2.923656 1.069445 0.543956 0.209526 0.103925 3.321994 1.069445 0.568681 0.211219 0.109127 3.731796 1.069445 0.593407 0.212914 0.114370 4.150999 1.069445 0.618132 0.214611 0.119655 4.577511 1.069445 0.642857 0.216310 0.124983 5.009215 1.069445 0.667582 0.218010 0.130352 5.443969 1.069445 0.692308 0.219712 0.135763 5.879618 1.069445 0.717033 0.221417 0.141217 6.314008 1.069445 0.741758 0.223122 0.146713 6.744993 1.069445 0.750000 0.223691 0.148554 7.170460 1.069445 END FTABLE 1 FTABLE 5 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.073462 0.000000 0.000000 0.000000 0.016667 0.073462 0.000367 0.000000 0.148148 0.033333 0.073462 0.000735 0.000000 0.148148 0.050000 0.073462 0.001102 0.000000 0.148148 0.066667 0.073462 0.001469 0.000000 0.148148 0.083333 0.073462 0.001837 0.000000 0.148148 0.100000 0.073462 0.002204 0.000000 0.148148 0.116667 0.073462 0.002571 0.000000 0.148148 0.133333 0.073462 0.002938 0.000000 0.148148 0.150000 0.073462 0.003306 0.000000 0.148148 0.166667 0.073462 0.003673 0.000000 0.148148 0.183333 0.073462 0.004040 0.000000 0.148148 0.200000 0.073462 0.004408 0.000000 0.148148 0.216667 0.073462 0.004775 0.000000 0.148148 0.233333 0.073462 0.005142 0.000000 0.148148 0.250000 0.073462 0.005510 0.000000 0.148148 0.266667 0.073462 0.005877 0.000000 0.148148 0.283333 0.073462 0.006244 0.000000 0.148148 0.300000 0.073462 0.006612 0.000000 0.148148 0.316667 0.073462 0.006979 0.000000 0.148148 0.333333 0.073462 0.007346 0.000000 0.148148 0.350000 0.073462 0.007713 0.000000 0.148148 0.366667 0.073462 0.008081 0.000000 0.148148 0.383333 0.073462 0.008448 0.000000 0.148148 0.400000 0.073462 0.008815 0.000000 0.148148 0.416667 0.073462 0.009183 0.000000 0.148148 0.433333 0.073462 0.009550 0.000000 0.148148 0.450000 0.073462 0.009917 0.000000 0.148148 0.466667 0.073462 0.010285 0.000000 0.148148 0.483333 0.073462 0.010652 0.000000 0.148148 0.500000 0.073462 0.011019 0.000000 0.148148 0.516667 0.073462 0.011387 0.000000 0.148148 0.533333 0.073462 0.011754 0.000000 0.148148 0.550000 0.073462 0.012121 0.000000 0.148148 0.566667 0.073462 0.012489 0.000000 0.148148 0.583333 0.073462 0.012856 0.000000 0.148148 0.600000 0.073462 0.013223 0.000000 0.148148 0.616667 0.073462 0.013590 0.000000 0.148148 0.633333 0.073462 0.013958 0.000000 0.148148 0.650000 0.073462 0.014325 0.000000 0.148148 0.666667 0.073462 0.014692 0.000000 0.148148 0.683333 0.073462 0.015060 0.000000 0.148148 0.700000 0.073462 0.015243 0.000000 0.148148 0.716667 0.073462 0.015427 0.000000 0.148148 0.733333 0.073462 0.015611 0.000000 0.148148 0.750000 0.073462 0.015794 0.000000 0.148148 0.766667 0.073462 0.015978 0.000000 0.148148 0.783333 0.073462 0.016162 0.000000 0.148148 Roundabout - TDA 8/24/2021 1:37:07 PM Page 36 0.800000 0.073462 0.016345 0.000000 0.148148 0.816667 0.073462 0.016529 0.000000 0.148148 0.833333 0.073462 0.016713 0.000000 0.148148 0.850000 0.073462 0.016896 0.000000 0.148148 0.866667 0.073462 0.017080 0.000000 0.148148 0.883333 0.073462 0.017264 0.000000 0.148148 0.900000 0.073462 0.017447 0.000000 0.148148 0.916667 0.073462 0.017631 0.000000 0.148148 0.933333 0.073462 0.017815 0.000000 0.148148 0.950000 0.073462 0.017998 0.000000 0.148148 0.966667 0.073462 0.018182 0.000000 0.148148 0.983333 0.073462 0.018365 0.000000 0.148148 1.000000 0.073462 0.018549 0.000000 0.148148 1.016667 0.073462 0.018733 0.000000 0.148148 1.033333 0.073462 0.018916 0.000000 0.148148 1.050000 0.073462 0.020141 0.000000 0.148148 1.066667 0.073462 0.021365 0.035825 0.148148 1.083333 0.073462 0.022590 0.101329 0.148148 1.100000 0.073462 0.023814 0.186153 0.148148 1.116667 0.073462 0.025038 0.286601 0.148148 1.133333 0.073462 0.026263 0.400537 0.148148 1.150000 0.073462 0.027487 0.526519 0.148148 1.166667 0.073462 0.028711 0.663490 0.148148 1.183333 0.073462 0.029936 0.810629 0.148148 1.200000 0.073462 0.031160 0.967278 0.148148 1.216667 0.073462 0.032384 1.132889 0.148148 1.233333 0.073462 0.033609 1.307002 0.148148 1.250000 0.073462 0.034833 1.489221 0.148148 1.266667 0.073462 0.036058 1.679200 0.148148 1.283333 0.073462 0.037282 1.876633 0.148148 1.300000 0.073462 0.038506 2.081250 0.148148 1.316667 0.073462 0.039731 2.292806 0.148148 1.333333 0.073462 0.040955 2.511081 0.148148 1.350000 0.073462 0.042179 2.735874 0.148148 1.366667 0.073462 0.043404 2.967001 0.148148 1.383333 0.073462 0.044628 3.204294 0.148148 1.400000 0.073462 0.045852 3.447595 0.148148 1.416667 0.073462 0.047077 3.696761 0.148148 1.433333 0.073462 0.048301 3.951656 0.148148 1.450000 0.073462 0.049526 4.212154 0.148148 1.466667 0.073462 0.050750 4.478137 0.148148 1.483333 0.073462 0.051974 4.749494 0.148148 1.500000 0.073462 0.053199 5.026122 0.148148 END FTABLE 5 FTABLE 4 83 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.004922 0.000000 0.000000 0.000000 0.079670 0.004922 0.000163 0.000000 0.000000 0.159341 0.004922 0.000325 0.000000 0.000000 0.239011 0.004922 0.000488 0.000000 0.000000 0.318681 0.004922 0.000651 0.000000 0.000000 0.398352 0.004922 0.000814 0.000000 0.000000 0.478022 0.004922 0.000976 0.000000 0.000000 0.557692 0.004922 0.001131 0.000000 0.000000 0.637363 0.004922 0.001286 0.000000 0.000000 0.717033 0.004922 0.001441 0.000000 0.000000 0.796703 0.004922 0.001596 0.000000 0.000000 0.876374 0.004922 0.001751 0.000000 0.000000 0.956044 0.004922 0.001906 0.000000 0.000000 1.035714 0.004922 0.002061 0.000000 0.000000 1.115385 0.004922 0.002216 0.000000 0.000000 1.195055 0.004922 0.002370 0.000000 0.000000 1.274725 0.004922 0.002525 0.000000 0.000000 1.354396 0.004922 0.002680 0.000000 0.000000 1.434066 0.004922 0.002835 0.000000 0.000000 1.513736 0.004922 0.002990 0.000000 0.000000 1.593407 0.004922 0.003145 0.000000 0.000000 1.673077 0.004922 0.003300 0.000000 0.000000 Roundabout - TDA 8/24/2021 1:37:07 PM Page 37 1.752747 0.004922 0.003455 0.000000 0.000000 1.832418 0.004922 0.003610 0.000205 0.096296 1.912088 0.004922 0.003764 0.000257 0.096296 1.991758 0.004922 0.003919 0.000314 0.096296 2.071429 0.004922 0.004074 0.000378 0.096296 2.151099 0.004922 0.004229 0.000448 0.096296 2.230769 0.004922 0.004384 0.000524 0.096296 2.310440 0.004922 0.004539 0.000608 0.096296 2.390110 0.004922 0.004694 0.000698 0.096296 2.469780 0.004922 0.004849 0.000796 0.096296 2.549451 0.004922 0.005004 0.000900 0.096296 2.629121 0.004922 0.005159 0.001013 0.096296 2.708791 0.004922 0.005313 0.001132 0.096296 2.788462 0.004922 0.005468 0.001260 0.096296 2.868132 0.004922 0.005623 0.001395 0.096296 2.947802 0.004922 0.005778 0.001538 0.096296 3.027473 0.004922 0.005933 0.001690 0.096296 3.107143 0.004922 0.006088 0.001849 0.096296 3.186813 0.004922 0.006243 0.002017 0.096296 3.266484 0.004922 0.006398 0.002194 0.096296 3.346154 0.004922 0.006553 0.002379 0.096296 3.425824 0.004922 0.006707 0.002574 0.096296 3.505495 0.004922 0.006862 0.002777 0.096296 3.585165 0.004922 0.007017 0.002989 0.096296 3.664835 0.004922 0.007172 0.003211 0.096296 3.744505 0.004922 0.007327 0.003441 0.096296 3.824176 0.004922 0.007482 0.003682 0.096296 3.903846 0.004922 0.007637 0.003932 0.096296 3.983516 0.004922 0.007792 0.004191 0.096296 4.063187 0.004922 0.007947 0.004461 0.096296 4.142857 0.004922 0.008101 0.004740 0.096296 4.222527 0.004922 0.008256 0.005030 0.096296 4.302198 0.004922 0.008411 0.005330 0.096296 4.381868 0.004922 0.008566 0.005640 0.096296 4.461538 0.004922 0.008721 0.005961 0.096296 4.541209 0.004922 0.008876 0.006293 0.096296 4.620879 0.004922 0.009031 0.006635 0.096296 4.700549 0.004922 0.009186 0.006988 0.096296 4.780220 0.004922 0.009341 0.007353 0.096296 4.859890 0.004922 0.009496 0.007728 0.096296 4.939560 0.004922 0.009650 0.008115 0.096296 5.019231 0.004922 0.009805 0.008514 0.096296 5.098901 0.004922 0.009960 0.008924 0.096296 5.178571 0.004922 0.010115 0.009346 0.096296 5.258242 0.004922 0.010270 0.009780 0.096296 5.337912 0.004922 0.010425 0.010227 0.096296 5.417582 0.004922 0.010580 0.010686 0.096296 5.497253 0.004922 0.010735 0.011157 0.096296 5.576923 0.004922 0.010890 0.011642 0.096296 5.656593 0.004922 0.011044 0.012140 0.096296 5.736264 0.004922 0.011199 0.012652 0.096296 5.815934 0.004922 0.011354 0.013178 0.096296 5.895604 0.004922 0.011509 0.013719 0.096296 5.975275 0.004922 0.011664 0.014276 0.096296 6.054945 0.004922 0.011819 0.014849 0.096296 6.134615 0.004922 0.011974 0.015440 0.096296 6.214286 0.004922 0.012129 0.016052 0.096296 6.293956 0.004922 0.012284 0.016690 0.096296 6.373626 0.004922 0.012438 0.017364 0.096296 6.453297 0.004922 0.012593 0.018128 0.096296 6.500000 0.004922 0.015640 0.046773 0.096296 END FTABLE 4 FTABLE 3 12 6 Depth Area Volume Outflow1 Outflow2 Outflow3 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.004922 0.000000 0.000000 0.000000 0.000000 0.039835 0.004922 0.000196 0.000000 0.143070 0.000000 Roundabout - TDA 8/24/2021 1:37:07 PM Page 38 0.079670 0.004922 0.000392 0.000000 0.143070 0.000000 0.159341 0.004922 0.000784 7.701809 0.143070 0.000000 0.239011 0.004922 0.001176 27.61455 0.143070 0.000000 0.318681 0.004922 0.001569 54.48560 0.143070 0.000000 0.398352 0.004922 0.001961 86.82742 0.143070 0.000000 0.478022 0.004922 0.002353 123.8340 0.143070 0.000000 0.557692 0.004922 0.002745 136.7509 0.143070 0.000000 0.637363 0.004922 0.003137 141.9947 0.143070 0.000000 0.717033 0.004922 0.003529 149.0957 0.143070 0.000000 0.750000 0.004922 0.003691 157.6514 0.143070 0.000000 END FTABLE 3 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP WDM 2 PREC ENGL 1.2 RCHRES 1 EXTNL PREC WDM 2 PREC ENGL 1.2 RCHRES 3 EXTNL PREC WDM 1 EVAP ENGL 0.5 RCHRES 1 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 2 EXTNL POTEV WDM 1 EVAP ENGL 0.5 RCHRES 3 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 4 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 5 EXTNL POTEV END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 1 OUTPUT MEAN 1 1 48.4 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 48.4 WDM 801 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 8 RCHRES OFLOW OVOL 2 RCHRES INFLOW IVOL END MASS-LINK 8 MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 MASS-LINK 71 RCHRES OFLOW OVOL 1 12.00000 IMPLND EXTNL SURLI Roundabout - TDA 8/24/2021 1:37:07 PM Page 39 END MASS-LINK 71 END MASS-LINK END RUN Roundabout - TDA 8/24/2021 1:37:07 PM Page 40 Predeveloped HSPF Message File ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 19: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1445.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 19: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -8.389E+03 1.3107 1.3107E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 19:15 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1531.9 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 19:15 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -4.321E+04 6.7513 6.7513E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 19:30 RCHRES: 3 Roundabout - TDA 8/24/2021 1:37:07 PM Page 41 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1550.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 19:30 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -5.043E+04 7.8798 7.8798E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 19:45 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1521.1 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 19:45 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -3.887E+04 6.0733 6.0733 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 20: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1424.0 1440.0 1462.8 Roundabout - TDA 8/24/2021 1:37:07 PM Page 42 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 20: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.553E+04 2.4269 2.4269E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 10:15 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1449.3 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 10:15 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.011E+04 1.5798 1.5798E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 10:30 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1501.9 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 10:30 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Roundabout - TDA 8/24/2021 1:37:07 PM Page 43 Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -3.116E+04 4.8689 4.8689E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 10:45 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1574.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 10:45 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -6.004E+04 9.3818 9.3818E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 11: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1676.1 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 11: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.009E+05 15.770 1.5770E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 11:15 Roundabout - TDA 8/24/2021 1:37:07 PM Page 44 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1757.3 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 11:15 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.334E+05 20.850 2.0850E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 11:30 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1813.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 11:30 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.557E+05 24.331 24.331 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 11:45 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: Roundabout - TDA 8/24/2021 1:37:07 PM Page 45 NROWS V1 V2 VOL 91 1424.0 1440.0 1808.5 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 11:45 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.539E+05 24.051 2.4051E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 12: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1795.8 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 12: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.488E+05 23.257 23.257 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 12:15 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1424.0 1440.0 1754.6 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 12:15 RCHRES: 3 Roundabout - TDA 8/24/2021 1:37:07 PM Page 46 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.323E+05 20.679 2.0679E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 12:30 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1690.1 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 12:30 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.065E+05 16.646 1.6646E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 12:45 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1608.3 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 12:45 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -7.378E+04 11.528 11.528 2 Roundabout - TDA 8/24/2021 1:37:07 PM Page 47 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 13: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1424.0 1440.0 1514.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 13: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -3.603E+04 5.6301 5.6301 2 Roundabout - TDA 8/24/2021 1:37:07 PM Page 48 Mitigated HSPF Message File Roundabout - TDA 8/24/2021 1:37:07 PM Page 49 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright Â© by : Clear Creek Solutions, Inc. 2005-2021; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com Roundabout - TDA 8/24/2021 1:37:07 PM Page 50 Appendix C Geotechnical Engineering Report Terra Associates, Inc. November 23, 2020 Storm Drainage Report Project Roxy Roundabout 2200283.10 Appendix D Wetland and Fish and Wildlife Habitat Assessment Report Soundview Consultants September 2020 Storm Drainage Report Project Roxy Roundabout 2200283.10 WETLAND AND FISH AND WILDLIFE HABITAT ASSESSMENT REPORT PROJECT ROXY SEPTEMBER 2020 WETLAND AND FISH AND WILDLIFE HABITAT ASSESSMENT REPORT PROJECT ROXY SEPTEMBER 15, 2020 PROJECT LOCATION 16928 51ST AVENUE NORTHEAST ARLINGTON, WASHINGTON 98270 PREPARED FOR LEN PSYK PANATTONI CONSTRUCTION 1821 DOCK STREET, SUITE 100 TACOMA, WASHINGTON 98402 PREPARED BY SOUNDVIEW CONSULTANTS LLC 2907 HARBORVIEW DRIVE GIG HARBOR, WASHINGTON 98335 (253) 514-8952 Executive Summary Soundview Consultants LLC (SVC) has been assisting Panattoni Construction (Applicant) with a Wetland and Fish and Wildlife Habitat Assessment for the proposed commercial development of a 77.96-acre site located at 16928 51st Avenue Northeast in the City of Arlington, Washington. The subject property consists of five parcels situated in the Northeast Â¼ of Section 28, Township 31 North, Range 5 East, W.M. (Snohomish County Tax Parcel Numbers 31052800100300, 31052800101300, 31052800100100, 31052800100500, and 31052800100400). SVC investigated the subject property for the presence of potentially-regulated wetlands, waterbodies, fish and wildlife habitat, and/or priority species in the summer of 2020. Using current methodology, the site investigation identified and delineated three potentially-regulated wetlands (Wetlands A-C) on the subject property and one offsite stream (Hayho Creek) within 225 feet of the site. Wetland A is classified as a Category II wetland with a moderate (6-7 points) habitat score and subject to standard 165-foot buffer per Arlington Municipal Code (AMC) 20.93.830 Table 20.93-4. Wetlands B and C are classified as Category IV wetlands with low (5 or less points) habitat scores and subject to standard 40-foot buffers per AMC 20.93.830 Table 20.93-4. Offsite Hayho Creek is designated as a Type F stream and subject to a standard 100-foot buffer per AMC 20.93.730 Table 20.93-3. Per AMC 20.93.340 a 15-foot building setback is required from the edge of any critical area buffer. No other potentially-regulated wetlands, waterbodies, fish and wildlife habitat, or priority species were identified within 225 feet of the subject property. The Applicant proposes industrial development of the subject property to include a large warehouse and associated infrastructure. A Conceptual Mitigation Plan for potential project impacts will be provided under separate cover. The table below identifies the onsite critical areas and summarizes the potential regulatory status by local, state, and federal agencies. Regulated Under Feature Size Category/ Regulated Under Regulated Under AMC Chapter Name Onsite Type1 RCW 90.48 Clean Water Act 20.932 Wetland A 69,270 SF II Yes Yes Likely Wetland B 1,245 SF IV Yes Yes Likely Wetland C 7,535SF IV Yes Yes Likely Hayho Creek N/A F Yes Yes Likely (offsite) Note: 1. Current Washington State Department of Ecology (WSDOE) wetland rating system (Hruby, 2014) per AMC 20.93.800.a. DNR Water Typing system per AMC 20.93.700. 1144.0026 Panattoni â€“ Project Roxy i Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Site Map 1144.0026 Panattoni â€“ Project Roxy iii Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Table of Contents Chapter 1. Introduction ................................................................................................................................... 1 Chapter 2. Proposed Project ........................................................................................................................... 2 2.1 Project Location ...................................................................................................................................... 2 2.2 Project Description ................................................................................................................................. 2 Chapter 3. Methods .......................................................................................................................................... 4 Chapter 4. Existing Conditions....................................................................................................................... 5 4.1 Landscape Setting ................................................................................................................................... 5 4.2 Soils ........................................................................................................................................................... 5 4.3 Vegetation ................................................................................................................................................ 6 4.4 Critical Area Inventories ........................................................................................................................ 6 4.5 Precipitation ............................................................................................................................................. 7 Chapter 5. Results ............................................................................................................................................. 8 5.1 Wetlands ................................................................................................................................................... 8 5.2 Agricultural Ditch ................................................................................................................................. 13 5.3 Offsite Hayho Creek ............................................................................................................................ 13 Chapter 6. Regulatory Considerations ......................................................................................................... 14 6.1 Local Considerations ............................................................................................................................ 14 6.2 State and Federal Considerations ....................................................................................................... 15 Chapter 7. Closure .......................................................................................................................................... 18 Chapter 9. References .................................................................................................................................... 19 Figures Figure 1. Vicinity Map. ................................................................................................................ 2 Figure 2. Aerial Image of the Subject Property. ........................................................................... 5 Tables Table 1. Precipitation Summary1 .................................................................................................. 7 Table 2. Wetland Summary .......................................................................................................... 8 Table 3. Wetland A Summary .................................................................................................... 10 Table 4. Wetland B Summary .................................................................................................... 11 Table 5. Wetland C Summary .................................................................................................... 12 Table 6. Measures to Minimize Impacts to Wetlands .................................................................. 14 Appendices Appendix A â€“â€“ Methods and Tools Appendix B â€“â€“ Background Information Appendix C â€“â€“ Existing Conditions and Proposed Exhibits Appendix D â€“â€“ Data Forms Appendix E â€“â€“ Wetland Rating Forms Appendix F â€“â€“ Wetland Rating Figures Appendix G â€“â€“ Qualifications 1144.0026 Panattoni â€“ Project Roxy iv Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 1. Introduction Soundview Consultants LLC (SVC) has been assisting Panattoni Construction (Applicant) with a Wetland and Fish and Wildlife Habitat Assessment for the proposed commercial development of a 77.96-acre site located at 16928 51st Avenue Northeast in the City of Arlington, Washington. The subject property consists of five parcels situated in the Northeast Â¼ of Section 28, Township 31 North, Range 5 East, W.M. (Snohomish County Tax Parcel Numbers 31052800100300, 31052800101300, 31052800100100, 31052800100500, and 31052800100400). The purpose of this wetland and fish and wildlife habitat assessment is to identify the presence of potentially-regulated wetlands, waterbodies, fish and wildlife habitat, and/or priority species on or near the subject site. This report provides conclusions and recommendations regarding: â€¢ Site description, project description, and area of assessment; â€¢ Background research and identification of potentially-regulated critical areas within the vicinity of the proposed project; â€¢ Identification and assessment of potentially-regulated wetlands and other aquatic features; â€¢ Identification and assessment of potentially-regulated fish and wildlife habitat; â€¢ Existing site map detailing identified critical areas and standard buffers; â€¢ Site plan detailing the proposed development; and â€¢ Supplemental information necessary for regulatory review. 1144.0026 Panattoni â€“ Project Roxy 1 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 2. Proposed Project 2.1 Project Location The subject property consists of a 77.96-acre site located at 16928 51st Avenue Northeast in the City of Arlington, Washington. The subject property consists of five parcels situated in the Northeast Â¼ of Section 28, Township 31 North, Range 5 East, W.M. (Snohomish County Tax Parcel Numbers 31052800100300, 31052800101300, 31052800100100, 31052800100500, and 31052800100400). To access the subject site from Interstate-5 North from the Marysville area, use the right two lanes to take exit 206 to merge onto Washington-531 East/172nd Street Northeast/Edgecomb Road. Continue for 1.5 miles, then turn right onto 51st Avenue Northeast/Shoultes Road. Continue on 51st Avenue Northeast/Shoultes Road, where the subject property will be located on the right. Figure 1. Vicinity Map. Subject Property Location 2.2 Project Description The Applicant proposes commercial development of the subject property to include a large warehouse distribution center with loading docks, trailer stalls, paved areas for parking, truck and van loading, and maneuvering, a stormwater detention and treatment basin, and frontage improvements. Stormwater treatment will consist of detention and enhanced treatment onsite; following treatment, the stormwater will be discharged to Wetland A, where it will filter through the wetland prior to 1144.0026 Panattoni â€“ Project Roxy 2 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 entering Hayho Creek. A Conceptual Mitigation Plan for potential project impacts will be provided under separate cover. 1144.0026 Panattoni â€“ Project Roxy 3 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 3. Methods SVC investigated, delineated, and assessed any potentially-regulated wetlands, drainages, and other fish and wildlife habitat on and within 225 feet of the subject property in July and August of 2020. All determinations were made using observable vegetation, hydrology, and soils in conjunction with data from the U.S. Geological Survey (USGS) topographic maps, National Resource Conservation Service (NRCS) soil survey, U.S. Fish and Wildlife Service (USFWS) National Wetland Inventory (NWI), Washington State Department of Natural Resources (DNR) water typing system, Washington Department of Fish and Wildlife (WDFW) Priority Habitats and Species (PHS) and Salmonscape mapping tools, Snohomish County Geographic Information Systems (GIS) data, and various orthophotographic resources (Appendix B). Appendix A contains further details for the methods and tools used to prepare this report. Wetland boundaries were determined using the routine approach described in the U.S. Army Corps of Engineers (USACE) Wetlands Delineation Manual (Environmental Laboratory, 1987) and modified according to the guidelines established in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0) (USACE, 2010) and Field Indicators of Hydric Soils in the United States (NRCS, 2018). Qualified wetland scientists marked the boundary of the onsite wetlands with orange surveyorâ€™s flagging labeled alpha-numerically and tied to 3-foot lath or vegetation along the wetland boundaries. Pink surveyorâ€™s flagging was labeled alpha- numerically and tied to 3-foot lath or vegetation at formal sampling locations to mark the points where detailed data was collected (DP-1 to DP-8). Additional tests pits were excavated at regular intervals inside and outside of the wetland boundaries to further confirm the delineations. SVC classified all wetlands using both the hydrogeomorphic (Brinson, 1993) and Cowardin (Cowardin, 1979) classification systems. Following classification and assessment, WSDOE-trained scientists rated and categorized all wetlands using the Washington State Wetlands Rating System for Western Washington (Hruby, 2014) and the definitions established in AMC 20.93.800 Ordinary high water mark (OHW) determinations were made using WSDOEâ€™s method detailed in Determining the Ordinary High Water Mark for Shoreline Management Act Compliance in Washington State (Anderson et al., 2016) and definitions established in Revised Code of Washington (RCW) 90.58.030(2)(b) and Washington Administrative Code (WAC) 173-22-030(11). Surface water features were classified using the DNR water typing system as outlined in WAC 222.16 and the guidelines established in AMC 20.93.700. The fish and wildlife habitat assessment was conducted during the same site visit by qualified fish and wildlife biologists. The experienced biologists made visual observations using stationary and walking survey methods for both aquatic and upland habitats noting any special habitat features or signs of fish and wildlife activity. 1144.0026 Panattoni â€“ Project Roxy 4 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 4. Existing Conditions 4.1 Landscape Setting The 77.96-acre subject property is located in a mixed agricultural, commercial, and residential setting in the City of Arlington (Figure 2). The site is dominated by cultivated agriculture land. The totality of this site is affected by anthropogenic disturbance in the form of grading and tilling of the soils, as well as manipulation of onsite vegetation through plantings and herbicide application. The subject property is planted and is currently utilized for the harvest of maize (Zea mays). The subject property abuts 172nd Street Northeast to the north, 43rd Avenue Northeast to the west, agricultural fields to the south, and 51st Avenue Northeast to the east. Topography onsite is generally flat with elevations ranging from approximately 108 feet above mean sea level (amsl) on the southwest portion of the subject property to approximately 115 feet amsl on the northeast portion of the subject property. A Snohomish County contours map is provided in Appendix B1. Figure 2. Aerial Image of the Subject Property. Subject Property Location 4.2 Soils The NRCS Soil Survey of Snohomish County, Washington identifies three soil series on the subject property: Custer fine sandy loam (13), Lynnwood loamy sand, 0 to 3 percent slopes (30), and Mukilteo muck (34). A soil map is provided in Appendix B2. Below are detailed descriptions of the soil profiles. 1144.0026 Panattoni â€“ Project Roxy 5 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Custer fine sandy loam (13) According to the NRCS survey, Custer fine sandy loam is a very deep, poorly drained soil formed in glacial outwash. In a typical profile, the surface layer is about 9 inches thick and consists of a dark grayish brown fine sandy loam. The upper subsoil is about 7 inches thick and consists of a loamy fine sand. The lower subsoil is about 19 inches thick and consists of gray and olive sand with iron- cemented concretions that form a discontinuous hardpan. Custer fine sandy loam is listed as hydric by on the Snohomish County Hydric Soils list (NRCS, 2020). Lynnwood loamy sand, 0 to 3 percent slopes (30) According to the NRCS survey, Lynnwood loamy sand, 0 to 3 percent slopes, is a very deep, somewhat excessively drained soil that is located on terraces and outwash plains. Permeability is rapid and water capacity is low. In a typical soil profile, the surface layer is about 1 inch thick and consists of a grayish brown loamy sand. The upper part of the subsoil is a dark brown loamy sand about 14 inches thick, and the lower part of the subsoil is a dark yellowish brown loamy sand about 14 inches thick. The bottom layer to a depth of 60 inches consists of a grayish brown sand. Sandy loam has also been identified in the surface layer and subsoil of the soil profile. Lynnwood loamy sand, 0 to 3 percent slopes, is not listed as a hydric soil on the Snohomish County Hydric Soils List. Up to 5 percent of this non-hydric soil map unit may contain inclusions of hydric Custer soils (NRCS, 2020). Mukilteo Muck (34) According to the NRCS survey, Mukilteo muck is a very deep, poorly drained soil that is formed predominantly by sedges. Permeability is moderate and water capacity is high. In a typical profile, the surface layer is about 4 inches thick and consists of a dark reddish-brown muck. The next layer is dark reddish brown to black organic material about 31 inches thick, followed by a black organic layer about 19 inches thick. The bottom layer to a depth of 60 inches or greater consists of an olive gray fine sandy loam. Large amounts of woody material is common. Mukilteo muck is listed as hydric on the Snohomish County Hydric Soils list (NRCS, 2020). 4.3 Vegetation The subject property consists entirely of maintained agricultural fields planted with maize. Other grasses and forbs present on the site include lambsquarter (Chenopodium album), black bindweed (Fallopia convolvulus), hairy catâ€™s ear (Hypochaeris radicata), common velvetgrass (Holcus lanatus), common dandelion (Taraxacum officinale), red clover (Trifolium pratense), and non-native invasive species Himalayan blackberry (Rubus armeniacus) and reed canarygrass (Phalaris arundinacea). 4.4 Critical Area Inventories The Snohomish County Critical Areas Inventory (Appendix B3) and WDFW PHS map (Appendix B4) identify a potential wetland on the southwest corner of the subject property, extending offsite to the south. The USFWS NWI map (Appendix B5) identifies a potential wetland in the same area greater than 225 feet to the south of the subject property. The Snohomish County Critical Areas Inventory also identifies potential wetland presence across much of the subject property and offsite across 172nd Street Northeast to the north based on remote-sensing wetland model. The Snohomish County Critical Areas Inventory identifies a potential stream, categorized as a non-fish, seasonal stream, southwest adjacent to the subject property. The USFWS NWI map identifies this potential stream as a freshwater forested/shrub wetland; the DNR Stream Typing map (Appendix B6) identifies the stream as a non-fish bearing stream; and the WDFW SalmonScape map (Appendix B7) identifies 1144.0026 Panattoni â€“ Project Roxy 6 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 the stream near the subject property as being gradient accessible for coho, chinook, chum, and pink salmon and winter steelhead. A second potential stream is mapped offsite by Snohomish County Critical Areas, DNR, WDFW SalmonScape, and USFWS NWI, however is located greater than 225 feet and across 51st Avenue Northeast from the subject property. No other streams, wetlands, priority habitats or species are documented on or within 225 feet of the subject property. 4.5 Precipitation Precipitation data was acquired from the National Oceanic and Atmospheric Administration (NOAA) station at Seattle-Tacoma International Airport (Sea-Tac) in order to obtain percent of normal precipitation for the general North-Puget Sound region during and preceding the investigations. A summary of data collected is provided in Table 1. Table 1. Precipitation Summary1 Day Day 1 Week 2 Weeks 30 Days Prior Year to Date Percent of Date Of Before Prior Prior (Observed/Normal) (Observed/Normal)2 Normal3 7/16/2020 0.00 0.00 0.01 0.01 1.09/1.09 23.57/19.44 100/121 8/20/2020 0.08 0.00 0.08 0.17 0.19/0.68 23.89/20.20 28/118 8/25/2020 0.00 0.00 0.20 0.20 0.29/0.75 24.01/20.36 39/118 Notes: 1. Precipitation levels provided in inches. Data obtained from NOAA (http://w2.weather.gov/climate/xmacis.php?wfo=sew) for Sea-Tac International Airport. 2. Year-to-date precipitation is for the 2020 calendar year from January 1 to the onsite dates. 3. Percent of normal is shown for the last 30 days and 2020 year to date. Precipitation levels during the site reconnaissance in July 2020 were within the statistical normal range for the prior 30 days and for the 2020 calendar year (100 and 121 percent of normal). Precipitation levels during the site investigations in August 2020 were below the statistical normal range for the prior 30 days (28 and 39 percent of normal), however, were within the statistical normal range for the 2020 calendar year (118 percent of normal). These precipitation data suggest that hydrologic conditions encountered at the time of site investigations may have been relatively drier than normal. Such conditions and the dry season timing of the site investigations were considered in making professional wetland determinations. 1144.0026 Panattoni â€“ Project Roxy 7 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 5. Results The site investigations in summer of 2020 identified and delineated three potentially-regulated wetlands (Wetlands A through C) on the subject property and one potentially-regulated stream (Hayho Creek) offsite to the southwest of the subject property. No other potentially-regulated wetlands, waterbodies, fish and wildlife habitat, or priority species were identified within 225 feet of the subject property during the site investigations. 5.1 Wetlands 5.1.1 Overview A total of three wetlands (Wetlands A through C) were identified on the subject property. The identified wetlands contained indicators of hydric soils, wetland hydrology, and a predominance of hydrophytic vegetation according to current wetland delineation methodology. Wetland data forms are provided in Appendix D; wetland rating forms are provided in Appendix E; and wetland rating maps are provided in Appendix F. Table 2 summarizes the wetlands identified onsite during the site investigations. Table 2. Wetland Summary Predominant Wetland Classification / Rating Wetland Buffer Size Onsite Wetland City of Width Cowardin1 HGM2 WSDOE3 (Square Arlington4 (feet)5 Feet) A PFO/SS/EMBC Depressional II II 69,270 165 B PEMA Depressional IV IV 7,535 40 C PEMAB Depressional IV IV 1,245 40 Notes: 1. Cowardin et al. (1979); Federal Geographic Data Committee (2013); class based on vegetation: PFO = Palustrine Forested, PSS = Palustrine Scrub-Shrub, PEM = Palustrine Emergent. Modifiers for Water Regime: A = Temporarily Flooded, B = Seasonally Saturated, C = Seasonally Flooded. 2. Brinson, M. M. (1993). 3. Current WSDOE wetland rating system for Western Washington (Hruby, 2014). 4. AMC 20.93.800 Wetland classifications. 5. AMC 20.93.830 Wetland buffer widths. Wetland A Wetland A is approximately 69,270 square feet (1.59 acres) in size onsite and is located on the southwest corner of the subject property, extending offsite to the west and south. Hydrology for Wetland A is provided by surface sheet flow from adjacent uplands, direct precipitation, and a seasonally high groundwater table. Onsite wetland vegetation is dominated by maize. Wetland A is a Palustrine Forested/Scrub-shrub/Emergent, Seasonally Saturated, Seasonally Flooded (PFO/SS/EMBC) wetland. Per AMC 20.93.800(b), Wetland A-is a Category II depressional wetland. Table 3 summarizes Wetland A. Wetland B Wetland B is approximately 7,535 square feet (0.17 acre) in size onsite and is located on the south- central portion of the subject property. Hydrology for Wetland B is provided by surface sheet flow from adjacent uplands and direct precipitation. Wetland vegetation is dominated by maize, white clover (Trifolium repens), and hairy crabgrass (Digitaria sanguinalis). Wetland B is a Palustrine Emergent, 1144.0026 Panattoni â€“ Project Roxy 8 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Temporarily Flooded wetland (PEMA). Per AMC 20.93.800(b), Wetland B is a Category IV depressional wetland. Table 4 summarizes Wetlands B. Wetland C Wetland C is approximately 1,245 square feet (0.03 acre) in size onsite and is located on the southwest portion of the subject property. Hydrology for Wetland C is provided by surface sheet flow from adjacent uplands and direct precipitation. Wetland vegetation is dominated by maize and fringed willowherb (Epilobium ciliatum). Wetland C is a Palustrine Emergent, Temporarily Flooded, Seasonally Saturated wetland (PEMAB). Per AMC 20.93.800(b), Wetland C is a Category IV depressional wetland. Table 5 summarizes Wetland C. 1144.0026 Panattoni â€“ Project Roxy 9 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Table 3. Wetland A Summary WETLAND A â€“ INFORMATION SUMMARY Location: Wetland A is located on the southwest corner of the subject property. Local Jurisdiction City of Arlington WRIA 7 â€“ Snohomish WSDOE Rating II (Hruby, 2014) City of Arlington II Rating City of Arlington 165 Buffer Width Wetland Size ~69,270 SF onsite Cowardin PFO/SS/EMBC Classification HGM Classification Depressional Wetland Data Sheet(s) DP-4 Upland Data Sheet(s) DP-3, DP-5 Boundary Flag color Orange Dominant Onsite wetland vegetation is dominated by maize. Vegetation Soils Hydric soil indicator F6 (Redox Dark Surface) was observed. Hydrology for the wetland is provided by surface sheet flow from adjacent uplands, direct precipitation, and a seasonally high groundwater table. Wetland hydrology was observed Hydrology through primary indicator D1 (Stunted or Stressed Plants), and secondary indicators C9 (Saturation Visible on Aerial Imagery), D2 (Geomorphic Position), and D5 (FAC-Neutral Test). Rationale for The wetland boundary was determined by a slight topographic drop and a transition to a Delineation stunted, hydrophytic plant community. Rationale for Local rating is based upon Hruby (2014) rating system per AMC 20.93.800. Local Rating Wetland Functions Summary Wetland A has high potential to improve water quality due to greater than 50 percent of the wetland being covered in persistent, ungrazed vegetation, seasonal ponding in greater than 50 percent of the area, proximity to land uses that generate pollutants, and the Water Quality presence of a TMDL in the watershed. However, these functions are somewhat limited by the presence of a permanently flowing outlet. Wetland A scores a total of 7 points for water quality functions using the 2014 rating method. Wetland A has moderate potential to support hydrologic functions onsite as the wetland contains moderate water storage capacity, the surrounding maintained field may contribute to excess runoff, and the contributing basin contains a large amount of Hydrologic intensive land uses. However, these functions may be limited by the presence of a permanently flowing outlet. Wetland A scores a total of 6 points for hydrologic functions using the 2014 rating method. Wildlife habitat functions provided by Wetland A are moderate due multiple Cowardin classes and hydroperiods, moderate interspersion of habitats, and multiple special habitat Habitat features and priority habitats. However, these functions are somewhat limited by the disturbed nature of the wetland on the onsite portion of the maintained agricultural field. Wetland A scores a total of 7 points for habitat functions using the 2014 rating method. Buffer The onsite buffer surrounding Wetland A is degraded as it consists mostly of a maintained Condition agricultural field, which does not provide adequate screening. 1144.0026 Panattoni â€“ Project Roxy 10 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Table 4. Wetland B Summary WETLAND B â€“ INFORMATION SUMMARY Location: Wetland B is located on the south-central portion of the subject property. Local Jurisdiction City of Arlington WRIA 7 - Snohomish WSDOE Rating IV (Hruby, 2014) City of Arlington IV Rating City of Arlington 40 Buffer Width Wetland Size ~7,535SF Cowardin PEMA Classification HGM Classification Depressional Wetland Data Sheet(s) DP-1 Upland Data Sheet(s) DP-6 Boundary Flag color Orange Dominant Wetland vegetation is dominated by maize, white clover and hairy crabgrass. Vegetation Soils Hydric soil indicator F6 (Redox Dark Surface) was observed. Hydrology for the wetland is provided by surface sheet flow from adjacent uplands and Hydrology direct precipitation. Wetland hydrology was observed through primary indicator D1 (Stunted or Stressed Plants). Rationale for The wetland boundary was determined by a slight topographic drop and a transition to a Delineation stunted plant community. Rationale for Local rating is based upon Hruby (2014) rating system per AMC 20.93.800. Local Rating Wetland Functions Summary Wetland B has moderate potential to improve water quality due to the proximity to land uses that generate pollutants and the presence of a TMDL in the watershed. However, Water Quality these functions are limited by lack of seasonal ponding and low amounts of persistent, ungrazed vegetation. Wetland B scores a total of 6 points for water quality functions using the 2014 rating method. Wetland B has low potential to reduce flooding due to its small size relative to the contributing basin and limited water storage capacity. However, Wetland B has the potential to support hydrologic functions onsite as the surrounding maintained field may Hydrologic contribute to excess runoff, and the contributing basin contains a large amount of intensive land uses. Wetland B scores a total of 5 points for hydrologic functions using the 2014 rating method. Wildlife habitat functions provided by these Wetland B is limited due to the disturbed nature of the wetland, lack of multiple Cowardin classes and hydroperiods, and an overall Habitat lack of complexity and special habitat features which limits habitat suitability for a variety of species. Wetland B scores a total of 3 points for habitat functions using the 2014 rating method. The onsite buffer surrounding Wetland B is degraded as it consists mostly of a maintained Buffer agricultural field and non-native invasive species Himalayan blackberry and reed Condition canarygrass, which does not provide adequate screening. 1144.0026 Panattoni â€“ Project Roxy 11 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Table 5. Wetland C Summary WETLAND C â€“ INFORMATION SUMMARY Location: Wetland C is located on the southwest portion of the subject property. Local Jurisdiction City of Arlington WRIA 7 â€“ Snohomish WSDOE Rating IV (Hruby, 2014) City of Arlington IV Rating City of Arlington 40 Buffer Width Wetland Size ~1,245 SF Cowardin PEMAB Classification HGM Classification Depressional Wetland Data Sheet(s) DP-2 Upland Data Sheet(s) DP-3 Boundary Flag color Orange Dominant Wetland vegetation is dominated by maize and fringed willowherb. Vegetation Soils Hydric soil indicator F6 (Redox Dark Surface) was observed. Hydrology for the wetland is provided by surface sheet flow from adjacent uplands and direct precipitation. Wetland hydrology was observed through primary indicator D1 Hydrology (Stunted or Stressed Plants), and secondary indicators D2 (Geomorphic Position) and D5 (FAC-Neutral Test). Rationale for The wetland boundary was determined by a slight topographic drop and a transition to a Delineation stunted plant community. Rationale for Local rating is based upon Hruby (2014) rating system per AMC 20.93.800. Local Rating Wetland Functions Summary Wetland C has moderate potential to improve water quality due to its proximity to land uses that generate pollutants, the presence of a TMDL in the watershed, and direct discharge to a waterbody on the 303(d) list. However, these functions are limited by a Water Quality lack of seasonal ponding, low amounts of persistent, ungrazed vegetation, and the presence of an outlet. Wetland C scores a total of 6 points for water quality functions using the 2014 rating method. Wetland C has low potential to reduce flooding due to its small size relative to the contributing basin and limited water storage capacity. Wetland C has the potential to support hydrologic functions onsite as the surrounding maintained field may contribute Hydrologic to excess runoff, and the contributing basin contains a large amount of intensive land uses. Wetland C scores a total of 5 points for hydrologic functions using the 2014 rating method. Wildlife habitat functions provided by Wetland C are limited due to the disturbed nature of the wetland, lack of multiple Cowardin classes and hydroperiods, and an overall lack Habitat of complexity and special habitat features which limits habitat suitability for a variety of species. Wetland C scores a total of 3 points for habitat functions using the 2014 rating method. Buffer The onsite buffer surrounding Wetland C is degraded as it consists mostly of a maintained Condition agricultural field which does not provide adequate screening. 1144.0026 Panattoni â€“ Project Roxy 12 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 5.2 Agricultural Ditch An artificially and intentionally excavated agricultural ditch was identified along the southern property boundary for agricultural purposes. Evidence of manmade construction include the general linear shape and excavated banks in many areas. The identified ditch is not mapped as a potential stream by DNR or Snohomish County, and WDFW does not identify any potential salmonid presence in the ditch. The ditch is approximately 3 feet wide on average, lack a natural defined bed and bank with sinuosity. The ditch is lined with vegetation dominated by non-native invasive reed canarygrass. Per AMC 20.93.100, streams include â€œthose areas where surface waters flow sufficiently to produce a defined channel or bed. A defined channel or bed is indicated by hydraulically sorted sediments or the removal of vegetative litter or loosely rooted vegetation by the action of moving waterâ€ and wetlands â€œdo not include those artificial wetlands intentionally created from non-wetland sites, including, but not limited to, irrigation and drainage ditches, grass-lined swales . . .â€ The onsite ditch is intentionally created, artificially excavated and lacks natural stream characteristics; it is ephemeral in nature and does not contain a natural source of hydrology or flow to sort substrate or remove vegetative litter. Further, it does not have hydraulically connected to any natural mapped streams in the area. Therefore, the onsite ditch is not considered to be a regulated stream or a fish and wildlife habitat conservation area. The artificial ditch is also not considered to be a regulated wetland as it is intentionally created. As such, no buffers or critical areas regulatory considerations are warranted. 5.3 Offsite Hayho Creek The site investigation identified an offsite stream (Hayho Creek) adjacent to the southwest boundary of the subject property. Offsite Hayho Creek originates from the west of the subject property, flowing east. The creekâ€™s origin point is adjacent to single-family residential and commercial developments. The creek makes a 90 degree turn immediately offsite the southwest corner of the property and continues to flow south from the subject property for approximately 2.03 miles before meandering to the southeast, crossing the BNSF Railroad, and joining with the Quilceda Creek Middle Fork. The stream is seasonal, and dry streambed was observed downstream from the subject property in summer months (the immediately offsite portion was observed to be permanently flooded). DNR classifies the stream as a Type N (non-fish-bearing) stream, and WDFW SalmonScape identifies the stream section near the southwest corner of the subject property as being gradient accessible for coho, chinook, chum, and pink salmon and steelhead. No chinook, steelhead, or bull trout are documented along the entire length of Hayho Creek. Hayho Creek is likely a Type F (fish-bearing) stream per AMC 20.93.700(b). Per AMC 20.93.730 Table 20.93-3, Type F streams are subject to a standard 100- foot buffer. 1144.0026 Panattoni â€“ Project Roxy 13 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 6. Regulatory Considerations The site investigations in summer of 2020 identified and delineated three potentially-regulated wetlands (Wetlands A through C) on the subject property and one potentially-regulated stream (Hayho Creek) offsite to the southwest of the subject property. No other potentially-regulated wetlands, waterbodies, fish and wildlife habitat, or priority species were identified within 225 feet of the subject property during the site investigations. 6.1 Local Considerations 6.1.1 Wetland Buffer Standards AMC 20.93.800 has adopted the current wetland rating system for western Washington (Hruby, 2014). Category IV wetlands generally provide low levels of function; they are typically more disturbed, smaller, and/or more isolated in the landscape than Category I, II, or III wetlands. Category IV wetlands provide low levels of functions and score less than 16 overall points. Wetlands B and C are classified as Category IV wetlands. Category IV wetlands are subject to a standard 40-foot buffer per AMC 20.93.830 Table 20.93-4. Category II wetlands provide moderately high levels of functions and score between 20 and 22 points on the Washington State Wetland Rating System for Western Washington. Wetland A is classified as a Category II wetland. Category II wetlands with a moderate habitat score are subject to a standard 165-foot buffer per AMC 20.93.830 Table 20.93-4. Per AMC 20.93.830(b)(1), the use of standard buffer widths requires the implementation of minimization measures to minimize the impacts to adjacent land uses, as outlined in AMC 20.93.830 Table 20.93-5 and listed in Table 6 below. Per AMC 20.93.340 a 15-foot building setback is required from the edge of any critical area buffer. Table 6. Measures to Minimize Impacts to Wetlands Examples of Activities and Uses that Cause Examples of Measures to Minimize Impacts Disturbance Disturbances Lights â€¢Parking lots â€¢Direct lights away from critical areas and â€¢Warehouses buffers â€¢Manufacturing â€¢Day use only regulations preventing the need â€¢Residential for lights â€¢Parks â€¢Timer on lights Noise â€¢Manufacturing â€¢Locate activity that generates noise away from â€¢Residential wetlands â€¢Seasonal limitations on hours of operation Toxic runoff* â€¢Parking lots â€¢Route all new, untreated runoff away from â€¢Roads wetland while ensuring wetland is not dewatered â€¢Manufacturing â€¢Establish covenants limiting use of pesticides â€¢Residential areas within 150 ft of critical area or buffer â€¢Application of agricultural pesticides â€¢Apply integrated pest management â€¢Landscaping Stormwater runoff â€¢Parking lots â€¢Retrofit stormwater detention and treatment for â€¢Roads roads and existing adjacent development 1144.0026 Panattoni â€“ Project Roxy 14 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Examples of Activities and Uses that Cause Examples of Measures to Minimize Impacts Disturbance Disturbances â€¢Manufacturing â€¢Prevent channelized flow from lawns that â€¢Residential areas directly enters the buffer â€¢Commercial â€¢Landscaping Change in water â€¢Impermeable surfaces â€¢Infiltrate or treat, detain, and disperse into regime â€¢Lawns buffer new runoff from impervious surfaces and â€¢Tilling new lawns â€¢Forest and forest duff removal â€¢Retain minimum forest and forest duff Pets and human â€¢Residential areas â€¢Use privacy fencing; plant dense vegetation to disturbance â€¢Parks delineate buffer edge and to discourage disturbance using vegetation appropriate for the ecoregion; place wetland and its buffer in a separate tract Dust â€¢Construction sites â€¢Use best management practices to control dust Disruption of â€¢Roads â€¢Maintain connection to offsite areas that are corridors or â€¢Residential undisturbed connections â€¢Commercial â€¢Restore corridors or connections to offsite â€¢Manufacturing habitats by replanting â€¢Landscaping â€¢Stormwater * These examples are not necessarily adequate for minimizing toxic runoff if threatened or endangered species are present at the site. 6.1.2 Stream Buffer Standards The offsite Hayho Creek is likely considered a Type F water due to documented fish use downstream of the site. Per AMC 20.93.700(a)(2) a Type-F-ESA water meets the criteria of a Type F stream but has been identified as having presumed use by ESA-listed species. The WDFW Salmonscape map does not identify any documented presence of ESA-listed species (i.e. chinook, steelhead, or bull trout) along the entire length of Hayho Creek, and DNR maps the section of the stream near the subject property as Type N. The offsite Hayho Creek is likely considered a Type F water subject to a standard 100-foot buffer per AMC 20.93.730 Table 20.93-3. Per AMC 20.93.340 a 15-foot building setback is required from the edge of any critical area buffer. 6.2 State and Federal Considerations 6.2.1 State Requirements Wetlands A-C and Hayho Creek are likely to be regulated as waters of the state through the WSDOE under the Revised Code of Washington (RCW) 90.48. However, the artificial agricultural ditch is not expected to be regulated by WSDOE as it is an artificial drainage intentionally excavated from uplands, used for agricultural purposes, and does not meet stream definition criteria. 1144.0026 Panattoni â€“ Project Roxy 15 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 6.2.2 Federal Requirements On February 28, 2017, an Executive Order, â€œRestoring the Rule of Law, Federalism, and Economic Growth by Reviewing the â€˜Waters of the United States Ruleâ€ was issued to require the EPA and USACE to review or rescind the Clean Water Rule published in the Federal Register on June 29, 2015. The 2015 Clean Water Rule was rescinded in October 2019 and is no longer effective as of December 23, 2019 as described in the Federal Register (USACE and EPA, 2019). The Federal Register published â€œThe Navigable Waters Protection Rule: Definition of â€œWaters of the United Statesâ€â€ on April 21, 2020. The Navigable Waters Protection Rule is the second step in reviewing and revising the definition of WOTUS as intended by the Executive Order â€œRestoring the Rule of Law, Federalism, and Economic Growth by Reviewing the â€˜Waters of the United States Rule.â€ The Navigable Waters Protection Rule (NWPR) became effective June 22, 2020. Under the final NWPR, the agencies interpret the term WOTUS to encompass: 1) the territorial seas and traditional navigable waters; 2) perennial and intermittent tributaries that contribute surface water flow to such waters; 3) certain lakes, ponds, and impoundments of jurisdictional waters; and 4) wetlands adjacent to other jurisdictional waters. Under the final Navigable Waters Protection Rule, adjacent wetlands are subject to a different jurisdictional test than tributaries, lakes, ponds, and impoundments of jurisdictional wetlands. â€œAdjacent wetlandsâ€ are wetlands that: 1) abut a territorial seas or traditional navigable water, tributary, or a lake, pond, or impoundment of jurisdictional water; 2) are inundated from flooding from a territorial sea or traditional navigable water, or tributary, or from another jurisdictional lake, pond, or impoundment in a typical year; 3) are physically separated from a territorial seas, traditional navigable water, tributary, or a lake, pond, or impoundment of jurisdictional water only by a berm, bank, dune, or similar natural feature; or 4) are physically separated from a territorial sea or traditional navigable water, a tributary, or a lake, pond or impoundment of a jurisdictional water only by an artificial dike, barrier, or similar artificial structure so long as that structure allows for a direct hydrological surface connection to the territorial seas or traditional navigable water, tributary, or lake, pond, or impoundment of a jurisdictional water in a typical year. The NWPR specifies that WOTUS do not include: a) groundwater, including groundwater drained through subsurface drainage systems; b) ephemeral features that flow only in direct response to precipitation, including ephemeral streams, swales, gullies, rills, and pools; c) diffuse stormwater runoff and directional sheet flow over upland; d) ditches that are not traditional navigable waters, tributaries, or that are not constructed in adjacent wetlands, subject to certain limitations; e) prior converted cropland; f) artificially irrigated areas that would revert to upland if artificial irrigation ceases; g) artificial lakes and ponds that are not jurisdictional impoundments and that are constructed or excavated in upland or non-jurisdictional waters; h) water-filled depressions constructed or excavated in upland or in non-jurisdictional waters incidental to mining or construction activity, and pits excavated in upland or in non-jurisdictional waters for the purpose of obtaining fill, sand, or gravel; i) stormwater control features constructed or excavated in upland or in non-jurisdictional waters to convey, treat, infiltrate, or store stormwater runoff; j) groundwater recharge, water reuse, and wastewater recycling structures constructed or excavated in upland or in non-jurisdictional waters; and k) waste treatment systems. Under the Navigable Waters Protection Rule, Hayho Creek is likely regulated through category 2 of WOTUS because it is an intermittent, natural tributary within a stream network that eventually drains into Puget Sound, a traditionally navigable water. Wetland A abuts Edgecomb Creek and Wetland C 1144.0026 Panattoni â€“ Project Roxy 16 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 also may contribute dispersed surface water flow to Hayho Creek through Wetland A and is likely regulated by USACE through category 3 of WOTUS. Wetland B may potentially not be a WOTUS due to the disconnect to Hayho Creek or other WOTUS; however, for permitting purposes Wetland B will be assumed jurisdiction. These wetlands are likely considered â€œadjacent wetlandsâ€ and likely regulated by USACE through category 3 of WOTUS. The onsite ditch is an artificially excavated ditch constructed for agricultural purposes, is not constructed within tributaries nor does it relocate a tributary. As such, the onsite ditch is not likely regulated by USACE. 1144.0026 Panattoni â€“ Project Roxy 17 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 7. Closure The findings and conclusions documented in this report have been prepared for specific application to this project. They have been developed in a manner consistent with that level of care and skill normally exercised by members of the environmental science profession currently practicing under similar conditions in the area. Our work was also performed in accordance with the terms and conditions set forth in our proposal. The conclusions and recommendations presented in this report are professional opinions based on an interpretation of information currently available to us and are made within the operation scope, budget, and schedule of this project. No warranty, expressed or implied, is made. In addition, changes in government codes, regulations, or laws may occur. Due to such changes, our observations and conclusions applicable to this project may need to be revised wholly or in part. All wetland boundaries identified by SVC are based on conditions present at the time of the site inspection and considered preliminary until the flagged wetland boundaries are validated by the jurisdictional agencies. Validation of the wetland boundaries by the regulating agency provides a certification, usually written, that the wetland boundaries verified are the boundaries that will be regulated by the agencies until a specific date or until the regulations are modified. Only the regulating agencies can provide this certification. As wetlands are dynamic communities affected by both natural and human activities, changes in wetland boundaries may be expected; therefore, wetland delineations cannot remain valid for an indefinite period of time. Local agencies typically recognize the validity of wetland delineations for a period of five years after completion of a wetland delineation report. Development activities on a site five years after the completion of this wetland delineation report may require revision of the wetland delineation. In addition, changes in government codes, regulations, or laws may occur. Due of such changes, our observations and conclusions applicable to this site may need to be revised wholly or in part. 1144.0026 Panattoni â€“ Project Roxy 18 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 9. References Arlington Municipal Code (AMC). 2020. Chapter 20.93 â€“ Environmentally Critical Areas. Website: https://library.municode.com/wa/arlington/codes/code_of_ordinances?nodeId=TIT20Z O_CH20.93ENCRAR_PTVIIIWE_20.93.800CL. Current through July 9, 2020. Brinson, M. M. 1993. A hydrogeomorphic classification for wetlands, Technical Report WRP-DE-4. U.S. Army Engineer Waterways Experiment Station. Vicksburg, Mississippi. Cowardin, L.M. V. Carter, F. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. Washington D.C. Debose, Alfonso and M. W. Klungland. 1983. Soil Survey of Snohomish County Area, Washington. Soil Conservation Service United States Department of Agriculture, Soil Conservation Service, in cooperation with the Washington Agricultural Experiment Station. Natural Resource Conservation Service. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y- 87-1, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi. Federal Geographic Data Committee. 2013. Classification of wetlands and deepwater habitats of the United States. FGDC-STD-004-2013. Second Edition. Wetlands Subcommittee, Federal Geographic Data Committee and U.S. Fish and Wildlife Service, Washington, DC. Granger, T., T. Hruby, A. McMillan, D. Peters, J. Rubey, D. Sheldon, S. Stanley, and E. Stockdale. 2005. Wetlands in Washington State - Volume 2: Guidance for Protecting and Managing Wetlands. Washington State Department of Ecology. Publication #05-06-008. Olympia, Washington. April 2005. Hitchcock, C.L. & A. Cronquist, Ed. by D. Giblin, B. Ledger, P. Zika, and R. Olmstead. 2018. Flora of the Pacific Northwest, 2nd Edition. U.W. Press and Burke Museum. Seattle, Washington. Hruby, T. 2014. Washington State Wetland Rating System for Western Washington: 2014 Update. (Publication #14-06-029). Olympia, WA: Washington Department of Ecology. Munsellï£¨ Color, 2000. Munsellï£¨ Soil Color Charts. New Windsor, New York. Natural Resources Conservation Services (NRCS). 2020. Soil Data Access Hydric Soils List (Soil Data Access Live). Accessed September 15, 2020. Website: https://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcseprd1316620.html NRCS. 2018. Field Indicators of Hydric Soils in the United States, Version 8.2. L.M. Vasilas, G.W. Hurt, and J.F. Berkowitz (eds.). USDA, NRCS, in cooperation with the National Technical Committee for Hydric Soils Sheldon, D., T. Hruby, P. Johnson, K. Harper, A. McMillan, T. Granger, S. Stanley, and E. Stockdale. 2005. Wetlands in Washington State - Volume 1: A Synthesis of the Science. Washington State Department of Ecology. Publication #05-06-006. Olympia, Washington. March 2005. 1144.0026 Panattoni â€“ Project Roxy 19 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 USACE. 2019. Definition of â€œWaters of the United Statesâ€ â€“ Recodification of Pre-Existing Rules, 84. Fed. Reg. 204 (October 22, 2019) (codified at 33 CFR Pt 328 and 40 CFR Pt. 110, 112, 116, 117, 122, 230, 232, 300, 302, and 401). USACE and EPA. 2020. The Navigable Waters Protection Rule: Definition of â€œWaters of the United States,â€ 85 Fed. Reg. 77 (April 21, 2020) (codified at 33 CFR Pt. 328 and 40 C.F.R. Pt. 110, 112, 116, 117, 120, 230, 232, 300, 302, and 401). USACE. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0), ed. J. S. Wakeley, R. W. Lichvar, and C. V. Noble. ERDC/EL TR-10-3. Vicksburg, MS: U.S. Army Engineer Research and Development Center. Vicksburg, Mississippi. USACE. 2018. National Wetland Plant List, version 3.4. http://wetland-plants.usace.army.mil/. 1144.0026 Panattoni â€“ Project Roxy 20 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix A â€“â€“ Methods and Tools Table A1. Methods and tools used to prepare the report. Parameter Method or Tool Website Reference Wetland USACE 1987 http://el.erdc.usace.army.mi Environmental Laboratory. 1987. Corps of Delineation Wetland l/elpubs/pdf/wlman87.pdf Engineers Wetlands Delineation Manual. Delineation Technical Report Y-87-1, US Army Engineer Manual Waterways Experiment Station, Vicksburg, Mississippi. Western http://www.usace.army.mil U.S. Army Corps of Engineers. 2010. Regional Mountains, /Portals/2/docs/civilworks Supplement to the Corps of Engineers Wetland Valleys, and Coast /regulatory/reg_supp/west Delineation Manual: Western Mountains, Valleys, and Region Regional _mt_finalsupp.pdf Coast Region (Version 2.0), ed. J. S. Wakeley, R. Supplement W. Lichvar, and C. V. Noble. ERDC/EL TR- 10-3. Vicksburg, MS: U.S. Army Engineer Research and Development Center. Wetland USFWS / http://www.fws.gov/wetlan Cowardin, L. M., V. Carter, F. C. Golet, E. T. Classification Cowardin ds/Documents/Classificatio LaRoe. 1979. Classification of wetlands and Classification n-of-Wetlands-and- deepwater habitats of the United States. System Deepwater-Habitats-of-the- Government Printing Office, Washington, D.C. United-States.pdf Federal Geographic Data Committee. 2013. Classification of Wetlands and Deepwater https://www.fgdc.gov/stan Habitats of the United States. FGDC-STD-004- dards/projects/wetlands/nv 2013. Second Edition. Wetlands Subcommittee, cs-2013 Federal Geographic Data Committee and U.S. Fish and Wildlife Service, Washington, DC. Hydrogeomorphic http://el.erdc.usace.army.mi Brinson, M. M. (1993). â€œA hydrogeomorphic Classification l/wetlands/pdfs/wrpde4.pd classification for wetlands,â€ Technical Report (HGM) System f WRP-DE-4, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS. Wetland Washington State http://www.ecy.wa.gov/bib Hruby, T. 2014. Washington State wetland Rating Wetland Rating lio/0406025.html rating system for western Washington â€“Revised. System Publication # 04-06-025. Wetland 2018 National http://wetland- USACE. 2018. National Wetland Plant List, Indicator Wetland Plant List plants.usace.army.mil/ version 3.4. Website. Status Plant Names USDA Plant http://plants.usda.gov/ Website. and Database Identification Hitchcock, C.L. & A. Cronquist, Ed. by D. Giblin, B. Ledger, P. Zika, and R. Olmstead. Flora of the Pacific http://www.pnwherbaria.or 2018. Flora of the Pacific Northwest, 2nd Northwest g/florapnw.php Edition. U.W. Press and Burke Museum. Seattle, Washington. Soils Data NRCS Soil Survey http://websoilsurvey.nrcs.u Website GIS data based upon: sda.gov/app/ Klungland, Michael W and Michael McArthur. 1989. Soil Survey of Skagit County Area, Washington. United States Department of Agriculture, Soil Conservation Service, in cooperation with the Washington Agricultural Experiment Station. 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Parameter Method or Tool Website Reference Soil Color Charts Munsellï£¨ Color. 2000. Munsellï£¨ Soil Color Charts. New Windsor, New York. Soil Data Access https://www.nrcs.usda.gov Natural Resources Conservation Service. Hydric Soils List /Internet/FSE_DOCUME N.d. Soil Data Access Hydric Soils List (Soil NTS/nrcseprd1316620.html Data Access Live). NRCS. 2018. Field Indictors of Hydric Soils in the https://www.nrcs.usda.gov United States, Version 8.2. L.M. Vasialas, G.W. Field Indicators of /Internet/FSE_DOCUME Hurt, and C.V. Noble (eds.). USDA, NRCS, in Hydric Soils NTS/nrcs142p2_053171.pd cooperation with the National Technical f Committee for Hydric Soils. Threatened Washington http://data- Washington Natural Heritage Program. and Natural Heritage wadnr.opendata.arcgis.com/ Endangered, threatened, and sensitive plants of Endangered Program datasets/wnhp-current- Washington. Washington State Department of Species element-occurrences Natural Resources, Washington Natural Heritage Program, Olympia, WA Washington http://wdfw.wa.gov/hab/p Priority Habitats and Species (PHS) Priority Habitats hspage.htm Program Map of priority habitats and species and Species in project vicinity. Washington Department of Fish and Wildlife. Species of WDFW GIS Data http://wdfw.wa.gov/mappi Website Local ng/salmonscape/ Importance Report Arlington https://library.municode.co AMC Chapter 20.93 â€“ Environmentally Critical Preparation Municipal Code m/wa/arlington/codes/cod Areas e_of_ordinances?nodeId=T IT20ZO_CH20.93ENCRA R_PTVIIIWE_20.93.800CL 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B â€“â€“ Background Information This appendix includes a Snohomish County Contours Map (B1); NRCS Soil Survey Map (B2); Snohomish County Critical Areas Inventory (B3); WDFW PHS Map (B4); USFWS NWI Map (B5); DNR Stream Typing Map (B6); WDFW SalmonScape Map (B7); and FEMA Floodplain Map (B8). 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B1 â€“â€“ Snohomish County Contours Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B2 â€“â€“ NRCS Soil Survey Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B3 â€“â€“ Snohomish County Critical Areas Inventory Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B4 â€“â€“ WDFW PHS Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B5 â€“â€“ USFWS NWI Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B6 â€“â€“ DNR Stream Typing Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B7 â€“ WDFW SalmonScape Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B8 â€“ FEMA Floodplain Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix C â€“â€“ Existing Conditions Exhibits 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 51ST AVE NE - EXISTING CONDITIONS NOTE: PRELIMINARY ODD NUMBER WETLAND FLAGS SHOWN INFORMATION ONLY AROUND WETLANDS FOR CLARITY NOT FOR CONSTRUCTION SOUNDVIEW CONSULTANTS LLC ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET SOURCES: DP-7U DP-8U SEE SHEET 2 FOR WETLAND FLAG STANDARD LOCATIONS 165' BUFFER WETLAND A STANDARD CATEGORY II 40' BUFFER 69,270 SF (ONSITE) A-5 A-7 WETLAND C A-9 CATEGORY IV A-3 1,245 SF A-11 A-13 C-5 DP-6U A-1 A-15 C-3 B-3 B-5 A-17 C-1 C-7 DP-1 DP-1 A-19 C-13 A-23 C-9 A-25 A-21 DP-2W C-11 B-7 A-27 A-29 51ST AVE NE16928 51ST AVE NE A-31 A-35 A-33 DP-3U B-1 A-37 A-55 A-57 MARYSVILLE, WA 98270 A-59 A-39 A-53 A-61 B-9 A-41 A-49 A-51 A-63 B-31 SNOHOMISH PARCEL NUMBER:31052800100500 & 31052800100400 A-43 A-45 A-47 A-65 DP-4W A-67 B-29 A-69 B-11 A-73 A-71 DP-5U B-19 B-21 B-23 B-25 B-27 3152800100300, 31052800101300, 3152800100100 Z-1 Z-2 Z-3 Z-4 Z-5 Z-6 Z-7 Z-8 B-13 Z-9 Z-10 B-17 Z-11 Z-12 Z-13 Z-14 B-15 Z-15 Z-16 Z-17 Z-18 Z-19 Z-20 DATE: 09/08/2020 Z-21 Z-22 Z-23 Z-24 Z-25 Z-26 WETLAND A WETLAND B JOB: 1144.0026 CATEGORY II CATEGORY IV EXISTING DITCH BY: SAJ 1,247,981 SF 7,535 SF (OFFSITE) SCALE: 1" = 300' SHEET: 1 51ST AVE NE - EXISTING CONDITIONS NOTE: PRELIMINARY ODD NUMBER WETLAND FLAGS SHOWN INFORMATION ONLY AROUND WETLANDS FOR CLARITY NOT FOR CONSTRUCTION SOUNDVIEW CONSULTANTS LLC ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET SOURCES: DP-7U DP-8U SEE SHEET 2 FOR WETLAND FLAG STANDARD LOCATIONS 165' BUFFER WETLAND A STANDARD CATEGORY II 40' BUFFER 69,270 SF (ONSITE) A-5 A-7 WETLAND C A-9 CATEGORY IV A-3 1,245 SF A-11 A-13 C-5 DP-6U A-1 A-15 C-3 B-3 B-5 A-17 C-1 C-7 DP-1 DP-1 A-19 C-13 A-23 C-9 A-25 A-21 DP-2W C-11 B-7 A-27 A-29 51ST AVE NE16928 51ST AVE NE A-31 A-35 A-33 DP-3U B-1 A-37 A-55 A-57 MARYSVILLE, WA 98270 A-59 A-39 A-53 A-61 B-9 A-41 A-49 A-51 A-63 B-31 SNOHOMISH PARCEL NUMBER:31052800100500 & 31052800100400 A-43 A-45 A-47 A-65 DP-4W A-67 B-29 A-69 B-11 A-73 A-71 DP-5U B-19 B-21 B-23 B-25 B-27 3152800100300, 31052800101300, 3152800100100 Z-1 Z-2 Z-3 Z-4 Z-5 Z-6 Z-7 Z-8 B-13 Z-9 Z-10 B-17 Z-11 Z-12 Z-13 Z-14 B-15 Z-15 Z-16 Z-17 Z-18 Z-19 Z-20 DATE: 09/08/2020 Z-21 Z-22 Z-23 Z-24 Z-25 Z-26 WETLAND A WETLAND B JOB: 1144.0026 CATEGORY II CATEGORY IV EXISTING DITCH BY: SAJ 1,247,981 SF 7,535 SF (OFFSITE) SCALE: 1" = 300' SHEET: 2 51ST AVE NE - EXISTING CONDITIONS NOTE: PRELIMINARY ODD NUMBER WETLAND FLAGS SHOWN INFORMATION ONLY AROUND WETLANDS FOR CLARITY NOT FOR CONSTRUCTION SOUNDVIEW CONSULTANTS LLC ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET SOURCES: STANDARD 165' BUFFER A-7 A-5 A-9 A-3 WETLAND C STANDARD A-11 A-13 CATEGORY IV C-5 40' BUFFER DP-6U A-1 A-15 1,245 SF C-3 B-3 B-5 A-17 C-1 C-7 DP-1 DP-1 A-19 C-13 A-23 C-9 A-25 A-21 DP-2W C-11 B-7 A-27 A-29 A-31 A-35 A-33 DP-3U B-1 WETLAND A A-37 A-55 A-57 A-59 CATEGORY II A-39 A-53 A-61 B-9 69,270 SF A-41 A-49 A-51 A-63 B-31 (ONSITE) A-43 A-45 A-47 A-65 DP-4W A-67 B-29 A-69 B-11 A-73 A-71 DP-5U B-19 B-21 B-23 B-25 B-27 Z-1 Z-2 Z-3 Z-4 Z-5 Z-6 Z-7 Z-8 B-13 Z-9 Z-10 B-17 Z-11 Z-12 B-15 Z-13 Z-14 Z-15 Z-16 Z-17 Z-18 EXISTING DITCH 51ST AVE NE16928 51ST AVE NE MARYSVILLE, WA 98270 SNOHOMISH PARCEL NUMBER:31052800100500 & 31052800100400 WETLAND B CATEGORY IV 3152800100300, 31052800101300, 3152800100100 7,535 SF DATE: 09/08/2020 JOB: 1144.0026 BY: SAJ SCALE: 1" = 100' SHEET: 3 Appendix D â€“â€“ Data Forms 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/20/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-1 Investigator(s): Rachael Hyland, Kyla Caddey Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Swale Local relief (concave, convex, none): Concave Slope (%): 1 Subregion (LRR): A2 Lat: 48.149105 Long: -122.16731438 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: All three wetland criteria met. Data collected on south-central portion of the subject property inside Wetland B. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 1 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 100% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 50 Yes FAC Column Totals: (A) (B) 2. Epilobium ciliatum 5 No FACW 3. Trifolium repens 5 No FAC Prevalence Index = B/A = 4. Digitaria sanguinalis 5 No FACU Hydrophytic Vegetation Indicators: 5. Equisetum telmateia 2 No FACW Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 67 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum 33 Remarks: Hydrophytic vegetation criteria met through dominance test. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 11 2.5Y 3/1 98 7.5YR 3/3 2 C PL, M SaLo Sandy loam 11 - 13 2.5Y 4/3 100 - - - - LoSa Loamy sand 13 - 18 5Y 4/3 100 - - - - Sand Sand 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: Hydric soil criteria met through indicator F6 (Redox Dark Surface). HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Hydrologic criteria observed through primary indicator D1 (Stunted or Stressed Plants). US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-2 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Depression Local relief (concave, convex, none): Concave Slope (%): 1 Subregion (LRR): A2 Lat: 48.149041 Long: -122.16999899 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: All three wetland criteria met. Data collected on southwest portion of the subject property inside Wetland C. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 1 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 100% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 80 Yes FAC Column Totals: (A) (B) 2. Fallopia convolvulus 25 No FACU 3. Epilobium ciliatum 15 No FACW Prevalence Index = B/A = 4. Galium trifidum 10 No FACW Hydrophytic Vegetation Indicators: 5. Gnaphalium uliginosum 5 No FAC Rapid Test for Hydrophytic Vegetation 6. Veronica americana 5 No OBL Dominance Test is >50% 7. Trifolium repens 3 No FAC Prevalence Index is â‰¤3.01 8. Plantago major 2 No FAC Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 145 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -45 Remarks: Hydrophytic vegetation criteria met through dominance test. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 8 2.5Y 3/1 95 7.5YR 3/2 5 C M SaLo Sandy loam 8 - 12 2.5Y 3/1 98 7.5YR 3/3 2 C M SaLo Sandy loam 12 - 16 2.5Y 3/1 95 7.5YR 3/3 5 C M SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: Hydric soil criteria met through indicator F6 (Redox Dark Surface). HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Hydrological criteria met through primary indicator D1 (Stunted or Stressed Plants) and secondary indicators D2 (Geomorphic Position) and D5 (FAC-Neutral Test). US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-3 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): None Slope (%): 2 Subregion (LRR): A2 Lat: 48.148941 Long: -122.17002011 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met. Data collected on southwest portion of the subject property, north of Wetland A and south of Wetland C. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 50% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 80 Yes FAC Column Totals: (A) (B) 2. Fallopia convolvulus 30 Yes FACU 3. Epilobium ciliatum 10 No FACW Prevalence Index = B/A = 4. Hydrophytic Vegetation Indicators: 5. Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 120 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -20 Remarks: No hydrophytic vegetation criteria met. Prevalence Index not warranted due to combined lack of hydric soils and wetland hydrology. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 9 2.5Y 3/1 99 7.5YR 3/2 1 C M SaLo Sandy loam 9 - 14 2.5Y 3/1 95 7.5YR 3/3 2 C M SaLo Sandy loam 10YR 5/3 3 C M SaLo Sandy loam 14 - 16 2.5Y 5/3 98 10YR 4/6 2 C M LoSa Loamy sand 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators met. Soil layer 0 - 9 inches does not contain enough redox (<2% redox) to meet for F6 (Redox Dark Surface). HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No hydrologic indicators observed. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-4 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Depression Local relief (concave, convex, none): Convex Slope (%): 1 Subregion (LRR): A2 Lat: 48.148764 Long: -122.17000610 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: All three wetland criteria met. Data collected on southwest portion of the subject property inside Wetland A. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 2 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 100% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 50 Yes FAC Column Totals: (A) (B) 2. Epilobium ciliatum 40 Yes FACW 3. Fallopia convolvulus 5 No FACU Prevalence Index = B/A = 4. Trifolium repens 3 No FAC Hydrophytic Vegetation Indicators: 5. Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 98 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum 2 Remarks: Hydrophytic vegetation criteria met through dominance test. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-4 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 7 2.5Y 3/1 99 7.5YR 3/2 1 C M SaLo Sandy loam 7 - 14 2.5Y 3/1 93 5YR 3/4 7 C M, PL SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: Hydric soil criteria met through indicator F6 (Redox Dark Surface). HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Hydrologic criteria observed through primary indicator D1 (Stunted or Stressed Plants) and secondary indicators C9 (Saturation Visible on Aerial Imagery), D2 (Geomorphic Position), and D5 (FAC-Neutral Test). US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-5 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): Convex Slope (%): 2 Subregion (LRR): A2 Lat: 48.148688 Long: -122.16941136 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met. Data collected on southern portion of the subject property, east of Wetland A. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 50% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 80 Yes FAC Column Totals: (A) (B) 2. Fallopia convolvulus 40 Yes FACU 3. Prevalence Index = B/A = 4. Hydrophytic Vegetation Indicators: 5. Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 120 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -20 Remarks: No hydrophytic vegetation criteria met. Prevalence Index not warranted due to combined lack of hydric soils and wetland hydrology. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-5 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 10 10YR 3/2 100 - - - - SaLo Sandy loam 10 - 14 10YR 3/3 92 10YR 4/4 8 C M SaLo Sandy loam with sandy inclusions 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators observed. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators observed. No stunted or stressed plants present. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-6 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): None Slope (%): 2 Subregion (LRR): A2 Lat: 48.149243 Long: -122.16725583 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met; only hydrophytic vegetation present. Data collected on the south-central portion of the subject property, north of Wetland B. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 1 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 100% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 75 Yes FAC Column Totals: (A) (B) 2. Geranium molle 20 No UPL 3. Epilobium ciliatum 15 No FACW Prevalence Index = B/A = 4. Echinochloa crus-galli 10 No FAC Hydrophytic Vegetation Indicators: 5. Hosackia crassifolia 3 No UPL Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 123 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -23 Remarks: Hydrophytic vegetation criteria met through dominance test. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-6 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 9 10YR 2/2 100 - - - - SaLo Sandy loam 9 - 14 10YR 2/2 99 7.5YR 4/4 1 C M SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators observed. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators observed. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-7 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Terrace Local relief (concave, convex, none): None Slope (%): 1 Subregion (LRR): A2 Lat: 48.150904 Long: -122.16470248 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met. Data collected on northeast portion of the subject property. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 50% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 60 Yes FAC Column Totals: (A) (B) 2. Fallopia convolvulus 30 Yes FACU 3. Chenopodium album 10 No FACU Prevalence Index = B/A = 4. Hydrophytic Vegetation Indicators: 5. Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 100 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum 0 Remarks: No hydrophytic vegetation criteria met. Prevalence Index not warranted due to combined lack of hydric soils and wetland hydrology. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-7 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 14 10YR 3/3 100 - - - - SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators observed. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators observed. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-8 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Terrace Local relief (concave, convex, none): None Slope (%): 1 Subregion (LRR): A2 Lat: 48.150385 Long: -122.17042224 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met. Data collected on northwest portion of the subject property. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 50% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 50 Yes FAC Column Totals: (A) (B) 2. Chenopodium album 40 Yes FACU 3. Fallopia convolvulus 10 No FACU Prevalence Index = B/A = 4. Geranium robertianum 10 No FACU Hydrophytic Vegetation Indicators: 5. Digitaria sanguinalis 2 No FACU Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 112 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -12 Remarks: No hydrophytic vegetation criteria met. Prevalence Index not warranted due to combined lack of hydric soils and wetland hydrology. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-8 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 5 10YR 3/2 100 - - - - SaLo Sandy loam 5 - 14 10YR 4/6 90 7.5YR 4/6 10 C M SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators observed. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators observed. Impacted vegetation was present; however, the impacted vegetation was due to agriculture machinery driving through. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 Appendix E â€“â€“ Wetland Rating Forms 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Wetland name or number ______ A RATING SUMMARY â€“ Western Washington Name of wetland (or ID #): _________________________________ Date of site visit: _____ A 7/16/2020 Rated by____________________________ Trained by Ecology?__ Yes ___No Date of training______ Rachael Hyland âœ” 03/2019 HGM Class used for rating_________________ Depressional Wetland has multiple HGM classes?___Y ____Nâœ” NOTE: Form is not complete without the figures requested (figures can be combined). Source of base aerial photo/map ______________________________________ Esri Arc GIS OVERALL WETLAND CATEGORY ____ II (based on functions___ or special characteristics___)âœ” 1. Category of wetland based on FUNCTIONS _______Category I â€“ Total score = 23 - 27 Score for each _______Category II â€“ Total score = 20 - 22 function based on three _______Category III â€“ Total score = 16 - 19 ratings _______Category IV â€“ Total score = 9 - 15 (order of ratings is not important) FUNCTION Improving Hydrologic Habitat Water Quality 9 = H,H,H Circle the appropriate ratings 8 = H,H,M Site Potential M M H 7 = H,H,L Landscape Potential M M L 7 = H,M,M Value H M H TOTAL 6 = H,M,L 6 = M,M,M Score Based on 7 6 7 20 5 = H,L,L Ratings 5 = M,M,L 4 = M,L,L 3 = L,L,L 2. Category based on SPECIAL CHARACTERISTICS of wetland CHARACTERISTIC CATEGORY Estuarine I II Wetland of High Conservation Value I Bog I Mature Forest I Old Growth Forest I Coastal Lagoon I II Interdunal I II III IV None of the above N/A Wetland Rating System for Western WA: 2014 Update 1 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______A Maps and figures required to answer questions correctly for Western Washington Depressional Wetlands Map of: To answer questions: Figure # Cowardin plant classes D 1.3, H 1.1, H 1.4 Hydroperiods D 1.4, H 1.2 Location of outlet (can be added to map of hydroperiods) D 1.1, D 4.1 Boundary of area within 150 ft of the wetland (can be added to another figure) D 2.2, D 5.2 Map of the contributing basin D 4.3, D 5.3 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) D 3.1, D 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) D 3.3 Riverine Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Ponded depressions R 1.1 Boundary of area within 150 ft of the wetland (can be added to another figure) R 2.4 Plant cover of trees, shrubs, and herbaceous plants R 1.2, R 4.2 Width of unit vs. width of stream (can be added to another figure) R 4.1 Map of the contributing basin R 2.2, R 2.3, R 5.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) R 3.1 Screen capture of list of TMDLs for WRIA in which unit is found (from web) R 3.2, R 3.3 Lake Fringe Wetlands Map of: To answer questions: Figure # Cowardin plant classes L 1.1, L 4.1, H 1.1, H 1.4 Plant cover of trees, shrubs, and herbaceous plants L 1.2 Boundary of area within 150 ft of the wetland (can be added to another figure) L 2.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) L 3.1, L 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) L 3.3 Slope Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Plant cover of dense trees, shrubs, and herbaceous plants S 1.3 Plant cover of dense, rigid trees, shrubs, and herbaceous plants S 4.1 (can be added to figure above) Boundary of 150 ft buffer (can be added to another figure) S 2.1, S 5.1 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) S 3.1, S 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) S 3.3 Wetland Rating System for Western WA: 2014 Update 2 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______A HGM Classification of Wetlands in Western Washington For questions 1-7, the criteria described must apply to the entire unit being rated. If the hydrologic criteria listed in each question do not apply to the entire unit being rated, you probably have a unit with multiple HGM classes. In this case, identify which hydrologic criteria in questions 1-7 apply, and go to Question 8. 1. Are the water levels in the entire unit usually controlled by tides except during floods? NO â€“ go to 2 YES â€“ the wetland class is Tidal Fringe â€“ go to 1.1 1.1 Is the salinity of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? NO â€“ Saltwater Tidal Fringe (Estuarine) YES â€“ Freshwater Tidal Fringe If your wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. If it is Saltwater Tidal Fringe it is an Estuarine wetland and is not scored. This method cannot be used to score functions for estuarine wetlands. 2. The entire wetland unit is flat and precipitation is the only source (>90%) of water to it. Groundwater and surface water runoff are NOT sources of water to the unit. NO â€“ go to 3 YES â€“ The wetland class is Flats If your wetland can be classified as a Flats wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet all of the following criteria? ___The vegetated part of the wetland is on the shores of a body of permanent open water (without any plants on the surface at any time of the year) at least 20 ac (8 ha) in size; ___At least 30% of the open water area is deeper than 6.6 ft (2 m). NO â€“ go to 4 YES â€“ The wetland class is Lake Fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of the following criteria? ____The wetland is on a slope (slope can be very gradual), ____The water flows through the wetland in one direction (unidirectional) and usually comes from seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks, ____The water leaves the wetland without being impounded. NO â€“ go to 5 YES â€“ The wetland class is Slope NOTE: Surface water does not pond in these type of wetlands except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <3 ft diameter and less than 1 ft deep). 5. Does the entire wetland unit meet all of the following criteria? ____The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river, ____The overbank flooding occurs at least once every 2 years. Wetland Rating System for Western WA: 2014 Update 3 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______A NO â€“ go to 6 YES â€“ The wetland class is Riverine NOTE: The Riverine unit can contain depressions that are filled with water when the river is not flooding 6. Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year? This means that any outlet, if present, is higher than the interior of the wetland. NO â€“ go to 7 YES â€“ The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding? The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet. NO â€“ go to 8 YES â€“ The wetland class is Depressional 8. Your wetland unit seems to be difficult to classify and probably contains several different HGM classes. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a Depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within the wetland unit being scored. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the HGM class listed in column 2 is less than 10% of the unit; classify the wetland using the class that represents more than 90% of the total area. HGM classes within the wetland unit HGM class to being rated use in rating Slope + Riverine Riverine Slope + Depressional Depressional Slope + Lake Fringe Lake Fringe Depressional + Riverine along stream Depressional within boundary of depression Depressional + Lake Fringe Depressional Riverine + Lake Fringe Riverine Salt Water Tidal Fringe and any other Treat as class of freshwater wetland ESTUARINE If you are still unable to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetland boundary, classify the wetland as Depressional for the rating. Wetland Rating System for Western WA: 2014 Update 4 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A DEPRESSIONAL AND FLATS WETLANDS Water Quality Functions - Indicators that the site functions to improve water quality D 1.0. Does the site have the potential to improve water quality? D 1.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression (QUESTION 7 on key) with no surface water leaving it (no outlet). points = 3 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outlet. 1 points = 2 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 1 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch. points = 1 D 1.2. The soil 2 in below the surface (or duff layer) is true clay or true organic (use NRCS definitions).Yes = 4 No = 0 0 D 1.3. Characteristics and distribution of persistent plants (Emergent, Scrub-shrub, and/or Forested Cowardin classes): Wetland has persistent, ungrazed, plants > 95% of area points = 5 Wetland has persistent, ungrazed, plants > Â½ of area points = 3 3 Wetland has persistent, ungrazed plants > 1/ of area points = 1 10 Wetland has persistent, ungrazed plants <1/ of area points = 0 10 D 1.4. Characteristics of seasonal ponding or inundation: This is the area that is ponded for at least 2 months. See description in manual. Area seasonally ponded is > Â½ total area of wetland points = 4 4 Area seasonally ponded is > Â¼ total area of wetland points = 2 Area seasonally ponded is < Â¼ total area of wetland points = 0 Total for D 1 Add the points in the boxes above 8 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 2.0. Does the landscape have the potential to support the water quality function of the site? D 2.1. Does the wetland unit receive stormwater discharges? Yes = 1 No = 0 0 D 2.2. Is > 10% of the area within 150 ft of the wetland in land uses that generate pollutants? Yes = 1 No = 0 1 D 2.3. Are there septic systems within 250 ft of the wetland? Yes = 1 No = 0 0 D 2.4. Are there other sources of pollutants coming into the wetland that are not listed in questions D 2.1-D 2.3? 0 Source_______________ Yes = 1 No = 0 Total for D 2 Add the points in the boxes above 1 Rating of Landscape Potential If score is: 3 or 4 = H 1 or 2 = M 0 = L Record the rating on the first page D 3.0. Is the water quality improvement provided by the site valuable to society? D 3.1. Does the wetland discharge directly (i.e., within 1 mi) to a stream, river, lake, or marine water that is on the 0 303(d) list? Yes = 1 No = 0 D 3.2. Is the wetland in a basin or sub-basin where an aquatic resource is on the 303(d) list? Yes = 1 No = 0 1 D 3.3. Has the site been identified in a watershed or local plan as important for maintaining water quality (answer YES 2 if there is a TMDL for the basin in which the unit is found)? Yes = 2 No = 0 Total for D 3 Add the points in the boxes above 3 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page NOTES and FIELD OBSERVATIONS: Wetland Rating System for Western WA: 2014 Update 5 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A DEPRESSIONAL AND FLATS WETLANDS Hydrologic Functions - Indicators that the site functions to reduce flooding and stream degradation D 4.0. Does the site have the potential to reduce flooding and erosion? D 4.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression with no surface water leaving it (no outlet) points = 4 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outletpoints = 2 0 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch points = 1 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 0 D 4.2. Depth of storage during wet periods: Estimate the height of ponding above the bottom of the outlet. For wetlands with no outlet, measure from the surface of permanent water or if dry, the deepest part. Marks of ponding are 3 ft or more above the surface or bottom of outlet points = 7 Marks of ponding between 2 ft to < 3 ft from surface or bottom of outlet points = 5 3 Marks are at least 0.5 ft to < 2 ft from surface or bottom of outlet points = 3 The wetland is a â€œheadwaterâ€ wetland points = 3 Wetland is flat but has small depressions on the surface that trap water points = 1 Marks of ponding less than 0.5 ft (6 in) points = 0 D 4.3. Contribution of the wetland to storage in the watershed: Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of the unit points = 5 3 The area of the basin is 10 to 100 times the area of the unit points = 3 The area of the basin is more than 100 times the area of the unit points = 0 Entire wetland is in the Flats class points = 5 Total for D 4 Add the points in the boxes above 6 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 5.0. Does the landscape have the potential to support hydrologic functions of the site? D 5.1. Does the wetland receive stormwater discharges? Yes = 1 No = 0 0 D 5.2. Is >10% of the area within 150 ft of the wetland in land uses that generate excess runoff? Yes = 1 No = 0 1 D 5.3. Is more than 25% of the contributing basin of the wetland covered with intensive human land uses (residential at 1 >1 residence/ac, urban, commercial, agriculture, etc.)? Yes = 1 No = 0 Total for D 5 Add the points in the boxes above 2 Rating of Landscape Potential If score is: 3 = H 1 or 2 = M 0 = L Record the rating on the first page D 6.0. Are the hydrologic functions provided by the site valuable to society? D 6.1. The unit is in a landscape that has flooding problems. Choose the description that best matches conditions around the wetland unit being rated. Do not add points. Choose the highest score if more than one condition is met. The wetland captures surface water that would otherwise flow down-gradient into areas where flooding has damaged human or natural resources (e.g., houses or salmon redds): ï‚· Flooding occurs in a sub-basin that is immediately down-gradient of unit. points = 2 ï‚· Surface flooding problems are in a sub-basin farther down-gradient. points = 1 1 Flooding from groundwater is an issue in the sub-basin. points = 1 The existing or potential outflow from the wetland is so constrained by human or natural conditions that the water stored by the wetland cannot reach areas that flood. Explain why __________________ points = 0 There are no problems with flooding downstream of the wetland. points = 0 D 6.2. Has the site been identified as important for flood storage or flood conveyance in a regional flood control plan? 0 Yes = 2 No = 0 Total for D 6 Add the points in the boxes above 1 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 6 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______A These questions apply to wetlands of all HGM classes. HABITAT FUNCTIONS - Indicators that site functions to provide important habitat H 1.0. Does the site have the potential to provide habitat? H 1.1. Structure of plant community: Indicators are Cowardin classes and strata within the Forested class. Check the Cowardin plant classes in the wetland. Up to 10 patches may be combined for each class to meet the threshold of Â¼ ac or more than 10% of the unit if it is smaller than 2.5 ac. Add the number of structures checked. ____Aquatic bed 4 structures or more: points = 4 ____Emergent 3 structures: points = 2 ____Scrub-shrub (areas where shrubs have > 30% cover) 2 structures: points = 1 4 ____Forested (areas where trees have > 30% cover) 1 structure: points = 0 If the unit has a Forested class, check if: ____The Forested class has 3 out of 5 strata (canopy, sub-canopy, shrubs, herbaceous, moss/ground-cover) that each cover 20% within the Forested polygon H 1.2. Hydroperiods Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 10% of the wetland or Â¼ ac to count (see text for descriptions of hydroperiods). ____Permanently flooded or inundated 4 or more types present: points = 3 ____Seasonally flooded or inundated 3 types present: points = 2 ____Occasionally flooded or inundated 2 types present: points = 1 2 ____Saturated only 1 type present: points = 0 ____Permanently flowing stream or river in, or adjacent to, the wetland ____Seasonally flowing stream in, or adjacent to, the wetland ____Lake Fringe wetland 2 points ____Freshwater tidal wetland 2 points H 1.3. Richness of plant species Count the number of plant species in the wetland that cover at least 10 ft2. Different patches of the same species can be combined to meet the size threshold and you do not have to name the species. Do not include Eurasian milfoil, reed canarygrass, purple loosestrife, Canadian thistle 2 If you counted: > 19 species points = 2 5 - 19 species points = 1 < 5 species points = 0 H 1.4. Interspersion of habitats Decide from the diagrams below whether interspersion among Cowardin plants classes (described in H 1.1), or the classes and unvegetated areas (can include open water or mudflats) is high, moderate, low, or none. If you have four or more plant classes or three classes and open water, the rating is always high. 2 None = 0 points Low = 1 point Moderate = 2 points All three diagrams in this row are HIGH = 3points Wetland Rating System for Western WA: 2014 Update 13 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A H 1.5. Special habitat features: Check the habitat features that are present in the wetland. The number of checks is the number of points. ____Large, downed, woody debris within the wetland (> 4 in diameter and 6 ft long). ____Standing snags (dbh > 4 in) within the wetland ____Undercut banks are present for at least 6.6 ft (2 m) and/or overhanging plants extends at least 3.3 ft (1 m) over a stream (or ditch) in, or contiguous with the wetland, for at least 33 ft (10 m) 5 ____Stable steep banks of fine material that might be used by beaver or muskrat for denning (> 30 degree slope) OR signs of recent beaver activity are present (cut shrubs or trees that have not yet weathered where wood is exposed) ____At least Â¼ ac of thin-stemmed persistent plants or woody branches are present in areas that are permanently or seasonally inundated (structures for egg-laying by amphibians) ____Invasive plants cover less than 25% of the wetland area in every stratum of plants (see H 1.1 for list of strata) Total for H 1 Add the points in the boxes above 15 Rating of Site Potential If score is: 15-18 = H 7-14 = M 0-6 = L Record the rating on the first page H 2.0. Does the landscape have the potential to support the habitat functions of the site? H 2.1. Accessible habitat (include only habitat that directly abuts wetland unit). Calculate: 5.22 % undisturbed habitat + [(% moderate and low intensity land uses) 0.25 /2] = _______%5.345 If total accessible habitat is: > 1/ (33.3%) of 1 km Polygon points = 3 3 0 20-33% of 1 km Polygon points = 2 10-19% of 1 km Polygon points = 1 < 10% of 1 km Polygon points = 0 H 2.2. Undisturbed habitat in 1 km Polygon around the wetland. Calculate: 9.64 % undisturbed habitat + [(% moderate and low intensity land uses) 4.19 /2] = _______%11.735000000000001 Undisturbed habitat > 50% of Polygon points = 3 1 Undisturbed habitat 10-50% and in 1-3 patches points = 2 Undisturbed habitat 10-50% and > 3 patches points = 1 Undisturbed habitat < 10% of 1 km Polygon points = 0 H 2.3. Land use intensity in 1 km Polygon: If > 50% of 1 km Polygon is high intensity land use points = (- 2) -2 â‰¤ 50% of 1 km Polygon is high intensity points = 0 Total for H 2 Add the points in the boxes above -1 Rating of Landscape Potential If score is: 4-6 = H 1-3 = M < 1 = L Record the rating on the first page H 3.0. Is the habitat provided by the site valuable to society? H 3.1. Does the site provide habitat for species valued in laws, regulations, or policies? Choose only the highest score that applies to the wetland being rated. Site meets ANY of the following criteria: points = 2 ï‚¾ It has 3 or more priority habitats within 100 m (see next page) ï‚¾ It provides habitat for Threatened or Endangered species (any plant or animal on the state or federal lists) ï‚¾ It is mapped as a location for an individual WDFW priority species 2 ï‚¾ It is a Wetland of High Conservation Value as determined by the Department of Natural Resources ï‚¾ It has been categorized as an important habitat site in a local or regional comprehensive plan, in a Shoreline Master Plan, or in a watershed plan Site has 1 or 2 priority habitats (listed on next page) within 100 m points = 1 Site does not meet any of the criteria above points = 0 Rating of Value If score is: 2 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 14 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A WDFW Priority Habitats Priority habitats listed by WDFW (see complete descriptions of WDFW priority habitats, and the counties in which they can be found, in: Washington Department of Fish and Wildlife. 2008. Priority Habitat and Species List. Olympia, Washington. 177 pp. http://wdfw.wa.gov/publications/00165/wdfw00165.pdf or access the list from here: http://wdfw.wa.gov/conservation/phs/list/) Count how many of the following priority habitats are within 330 ft (100 m) of the wetland unit: NOTE: This question is independent of the land use between the wetland unit and the priority habitat. ï‚¾ Aspen Stands: Pure or mixed stands of aspen greater than 1 ac (0.4 ha). ï‚¾ Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species of native fish and wildlife (full descriptions in WDFW PHS report). ï‚¾ Herbaceous Balds: Variable size patches of grass and forbs on shallow soils over bedrock. ï‚¾ Old-growth/Mature forests: Old-growth west of Cascade crest â€“ Stands of at least 2 tree species, forming a multi- layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha ) > 32 in (81 cm) dbh or > 200 years of age. Mature forests â€“ Stands with average diameters exceeding 21 in (53 cm) dbh; crown cover may be less than 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old-growth; 80-200 years old west of the Cascade crest. ï‚¾ Oregon White Oak: Woodland stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFW PHS report p. 158 â€“ see web link above). ï‚¾ Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. ï‚¾ Westside Prairies: Herbaceous, non-forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161 â€“ see web link above). ï‚¾ Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. ï‚¾ Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of relatively undisturbed are in WDFW report â€“ see web link on previous page). ï‚¾ Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain a human. ï‚¾ Cliffs: Greater than 25 ft (7.6 m) high and occurring below 5000 ft elevation. ï‚¾ Talus: Homogenous areas of rock rubble ranging in average size 0.5 - 6.5 ft (0.15 - 2.0 m), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. ï‚¾ Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of > 20 in (51 cm) in western Washington and are > 6.5 ft (2 m) in height. Priority logs are > 12 in (30 cm) in diameter at the largest end, and > 20 ft (6 m) long. Note: All vegetated wetlands are by definition a priority habitat but are not included in this list because they are addressed elsewhere. Wetland Rating System for Western WA: 2014 Update 15 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Wetland Type Category Check off any criteria that apply to the wetland. Circle the category when the appropriate criteria are met. SC 1.0. Estuarine wetlands Does the wetland meet the following criteria for Estuarine wetlands? ï‚¾ The dominant water regime is tidal, ï‚¾ Vegetated, and ï‚¾ With a salinity greater than 0.5 ppt Yes â€“Go to SC 1.1 No= Not an estuarine wetland SC 1.1. Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Environmental, or Scientific Reserve designated under WAC 332-30-151? Yes = Category I No - Go to SC 1.2 SC 1.2. Is the wetland unit at least 1 ac in size and meets at least two of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than 10% cover of non-native plant species. (If non-native species are Spartina, see page 25) ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland has at least two of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. Yes = Category I No = Category II SC 2.0. Wetlands of High Conservation Value (WHCV) SC 2.1. Has the WA Department of Natural Resources updated their website to include the list of Wetlands of High Conservation Value? Yes â€“ Go to SC 2.2 No â€“ Go to SC 2.3 SC 2.2. Is the wetland listed on the WDNR database as a Wetland of High Conservation Value? Yes = Category I No = Not a WHCV SC 2.3. Is the wetland in a Section/Township/Range that contains a Natural Heritage wetland? http://www1.dnr.wa.gov/nhp/refdesk/datasearch/wnhpwetlands.pdf Yes â€“ Contact WNHP/WDNR and go to SC 2.4 No = Not a WHCV SC 2.4. Has WDNR identified the wetland within the S/T/R as a Wetland of High Conservation Value and listed it on their website? Yes = Category I No = Not a WHCV SC 3.0. Bogs Does the wetland (or any part of the unit) meet both the criteria for soils and vegetation in bogs? Use the key below. If you answer YES you will still need to rate the wetland based on its functions. SC 3.1. Does an area within the wetland unit have organic soil horizons, either peats or mucks, that compose 16 in or more of the first 32 in of the soil profile? Yes â€“ Go to SC 3.3 No â€“ Go to SC 3.2 SC 3.2. Does an area within the wetland unit have organic soils, either peats or mucks, that are less than 16 in deep over bedrock, or an impermeable hardpan such as clay or volcanic ash, or that are floating on top of a lake or pond? Yes â€“ Go to SC 3.3 No = Is not a bog SC 3.3. Does an area with peats or mucks have more than 70% cover of mosses at ground level, AND at least a 30% cover of plant species listed in Table 4? Yes = Is a Category I bog No â€“ Go to SC 3.4 NOTE: If you are uncertain about the extent of mosses in the understory, you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16 in deep. If the pH is less than 5.0 and the plant species in Table 4 are present, the wetland is a bog. SC 3.4. Is an area with peats or mucks forested (> 30% cover) with Sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine, quaking aspen, Engelmann spruce, or western white pine, AND any of the species (or combination of species) listed in Table 4 provide more than 30% of the cover under the canopy? Yes = Is a Category I bog No = Is not a bog Wetland Rating System for Western WA: 2014 Update 16 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A SC 4.0. Forested Wetlands Does the wetland have at least 1 contiguous acre of forest that meets one of these criteria for the WA Department of Fish and Wildlifeâ€™s forests as priority habitats? If you answer YES you will still need to rate the wetland based on its functions. ï‚¾ Old-growth forests (west of Cascade crest): Stands of at least two tree species, forming a multi-layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 in (81 cm) or more. ï‚¾ Mature forests (west of the Cascade Crest): Stands where the largest trees are 80- 200 years old OR the species that make up the canopy have an average diameter (dbh) exceeding 21 in (53 cm). Yes = Category I No = Not a forested wetland for this section SC 5.0. Wetlands in Coastal Lagoons Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? ï‚¾ The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently, rocks ï‚¾ The lagoon in which the wetland is located contains ponded water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) Yes â€“ Go to SC 5.1 No = Not a wetland in a coastal lagoon SC 5.1. Does the wetland meet all of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing), and has less than 20% cover of aggressive, opportunistic plant species (see list of species on p. 100). ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland is larger than 1/ ac (4350 ft2) 10 Yes = Category I No = Category II SC 6.0. Interdunal Wetlands Is the wetland west of the 1889 line (also called the Western Boundary of Upland Ownership or WBUO)? If you answer yes you will still need to rate the wetland based on its habitat functions. In practical terms that means the following geographic areas: ï‚¾ Long Beach Peninsula: Lands west of SR 103 ï‚¾ Grayland-Westport: Lands west of SR 105 ï‚¾ Ocean Shores-Copalis: Lands west of SR 115 and SR 109 Yes â€“ Go to SC 6.1 No = not an interdunal wetland for rating SC 6.1. Is the wetland 1 ac or larger and scores an 8 or 9 for the habitat functions on the form (rates H,H,H or H,H,M for the three aspects of function)? Yes = Category I No â€“ Go to SC 6.2 SC 6.2. Is the wetland 1 ac or larger, or is it in a mosaic of wetlands that is 1 ac or larger? Yes = Category II No â€“ Go to SC 6.3 SC 6.3. Is the unit between 0.1 and 1 ac, or is it in a mosaic of wetlands that is between 0.1 and 1 ac? Yes = Category III No = Category IV Category of wetland based on Special Characteristics If you answered No for all types, enter â€œNot Applicableâ€ on Summary Form Wetland Rating System for Western WA: 2014 Update 17 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______A This page left blank intentionally Wetland Rating System for Western WA: 2014 Update 18 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B RATING SUMMARY â€“ Western Washington Name of wetland (or ID #): _________________________________ Date of site visit: _____ B 7/16/2020 Rated by____________________________ Trained by Ecology?__ Yes ___No Date of training______ Rachael Hyland âœ” 03/2019 HGM Class used for rating_________________ Depressional Wetland has multiple HGM classes?___Y ____Nâœ” NOTE: Form is not complete without the figures requested (figures can be combined). Source of base aerial photo/map ______________________________________ ESRI ArcGIS OVERALL WETLAND CATEGORY ____ IV (based on functions___ or special characteristics___)âœ” 1. Category of wetland based on FUNCTIONS _______Category I â€“ Total score = 23 - 27 Score for each _______Category II â€“ Total score = 20 - 22 function based on three _______Category III â€“ Total score = 16 - 19 ratings _______Category IV â€“ Total score = 9 - 15 (order of ratings is not important) FUNCTION Improving Hydrologic Habitat Water Quality 9 = H,H,H Circle the appropriate ratings 8 = H,H,M Site Potential L L L 7 = H,H,L Landscape Potential M M L 7 = H,M,M Value H M L TOTAL 6 = H,M,L 6 = M,M,M Score Based on 6 5 3 14 5 = H,L,L Ratings 5 = M,M,L 4 = M,L,L 3 = L,L,L 2. Category based on SPECIAL CHARACTERISTICS of wetland CHARACTERISTIC CATEGORY Estuarine I II Wetland of High Conservation Value I Bog I Mature Forest I Old Growth Forest I Coastal Lagoon I II Interdunal I II III IV None of the above N/A Wetland Rating System for Western WA: 2014 Update 1 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______B Maps and figures required to answer questions correctly for Western Washington Depressional Wetlands Map of: To answer questions: Figure # Cowardin plant classes D 1.3, H 1.1, H 1.4 Hydroperiods D 1.4, H 1.2 Location of outlet (can be added to map of hydroperiods) D 1.1, D 4.1 Boundary of area within 150 ft of the wetland (can be added to another figure) D 2.2, D 5.2 Map of the contributing basin D 4.3, D 5.3 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) D 3.1, D 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) D 3.3 Riverine Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Ponded depressions R 1.1 Boundary of area within 150 ft of the wetland (can be added to another figure) R 2.4 Plant cover of trees, shrubs, and herbaceous plants R 1.2, R 4.2 Width of unit vs. width of stream (can be added to another figure) R 4.1 Map of the contributing basin R 2.2, R 2.3, R 5.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) R 3.1 Screen capture of list of TMDLs for WRIA in which unit is found (from web) R 3.2, R 3.3 Lake Fringe Wetlands Map of: To answer questions: Figure # Cowardin plant classes L 1.1, L 4.1, H 1.1, H 1.4 Plant cover of trees, shrubs, and herbaceous plants L 1.2 Boundary of area within 150 ft of the wetland (can be added to another figure) L 2.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) L 3.1, L 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) L 3.3 Slope Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Plant cover of dense trees, shrubs, and herbaceous plants S 1.3 Plant cover of dense, rigid trees, shrubs, and herbaceous plants S 4.1 (can be added to figure above) Boundary of 150 ft buffer (can be added to another figure) S 2.1, S 5.1 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) S 3.1, S 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) S 3.3 Wetland Rating System for Western WA: 2014 Update 2 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______B HGM Classification of Wetlands in Western Washington For questions 1-7, the criteria described must apply to the entire unit being rated. If the hydrologic criteria listed in each question do not apply to the entire unit being rated, you probably have a unit with multiple HGM classes. In this case, identify which hydrologic criteria in questions 1-7 apply, and go to Question 8. 1. Are the water levels in the entire unit usually controlled by tides except during floods? NO â€“ go to 2 YES â€“ the wetland class is Tidal Fringe â€“ go to 1.1 1.1 Is the salinity of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? NO â€“ Saltwater Tidal Fringe (Estuarine) YES â€“ Freshwater Tidal Fringe If your wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. If it is Saltwater Tidal Fringe it is an Estuarine wetland and is not scored. This method cannot be used to score functions for estuarine wetlands. 2. The entire wetland unit is flat and precipitation is the only source (>90%) of water to it. Groundwater and surface water runoff are NOT sources of water to the unit. NO â€“ go to 3 YES â€“ The wetland class is Flats If your wetland can be classified as a Flats wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet all of the following criteria? ___The vegetated part of the wetland is on the shores of a body of permanent open water (without any plants on the surface at any time of the year) at least 20 ac (8 ha) in size; ___At least 30% of the open water area is deeper than 6.6 ft (2 m). NO â€“ go to 4 YES â€“ The wetland class is Lake Fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of the following criteria? ____The wetland is on a slope (slope can be very gradual), ____The water flows through the wetland in one direction (unidirectional) and usually comes from seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks, ____The water leaves the wetland without being impounded. NO â€“ go to 5 YES â€“ The wetland class is Slope NOTE: Surface water does not pond in these type of wetlands except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <3 ft diameter and less than 1 ft deep). 5. Does the entire wetland unit meet all of the following criteria? ____The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river, ____The overbank flooding occurs at least once every 2 years. Wetland Rating System for Western WA: 2014 Update 3 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______B NO â€“ go to 6 YES â€“ The wetland class is Riverine NOTE: The Riverine unit can contain depressions that are filled with water when the river is not flooding 6. Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year? This means that any outlet, if present, is higher than the interior of the wetland. NO â€“ go to 7 YES â€“ The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding? The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet. NO â€“ go to 8 YES â€“ The wetland class is Depressional 8. Your wetland unit seems to be difficult to classify and probably contains several different HGM classes. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a Depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within the wetland unit being scored. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the HGM class listed in column 2 is less than 10% of the unit; classify the wetland using the class that represents more than 90% of the total area. HGM classes within the wetland unit HGM class to being rated use in rating Slope + Riverine Riverine Slope + Depressional Depressional Slope + Lake Fringe Lake Fringe Depressional + Riverine along stream Depressional within boundary of depression Depressional + Lake Fringe Depressional Riverine + Lake Fringe Riverine Salt Water Tidal Fringe and any other Treat as class of freshwater wetland ESTUARINE If you are still unable to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetland boundary, classify the wetland as Depressional for the rating. Wetland Rating System for Western WA: 2014 Update 4 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B DEPRESSIONAL AND FLATS WETLANDS Water Quality Functions - Indicators that the site functions to improve water quality D 1.0. Does the site have the potential to improve water quality? D 1.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression (QUESTION 7 on key) with no surface water leaving it (no outlet). points = 3 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outlet. 2 points = 2 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 1 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch. points = 1 D 1.2. The soil 2 in below the surface (or duff layer) is true clay or true organic (use NRCS definitions).Yes = 4 No = 0 0 D 1.3. Characteristics and distribution of persistent plants (Emergent, Scrub-shrub, and/or Forested Cowardin classes): Wetland has persistent, ungrazed, plants > 95% of area points = 5 Wetland has persistent, ungrazed, plants > Â½ of area points = 3 0 Wetland has persistent, ungrazed plants > 1/ of area points = 1 10 Wetland has persistent, ungrazed plants <1/ of area points = 0 10 D 1.4. Characteristics of seasonal ponding or inundation: This is the area that is ponded for at least 2 months. See description in manual. Area seasonally ponded is > Â½ total area of wetland points = 4 0 Area seasonally ponded is > Â¼ total area of wetland points = 2 Area seasonally ponded is < Â¼ total area of wetland points = 0 Total for D 1 Add the points in the boxes above 2 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 2.0. Does the landscape have the potential to support the water quality function of the site? D 2.1. Does the wetland unit receive stormwater discharges? Yes = 1 No = 0 0 D 2.2. Is > 10% of the area within 150 ft of the wetland in land uses that generate pollutants? Yes = 1 No = 0 1 D 2.3. Are there septic systems within 250 ft of the wetland? Yes = 1 No = 0 0 D 2.4. Are there other sources of pollutants coming into the wetland that are not listed in questions D 2.1-D 2.3? 0 Source_______________ Yes = 1 No = 0 Total for D 2 Add the points in the boxes above 1 Rating of Landscape Potential If score is: 3 or 4 = H 1 or 2 = M 0 = L Record the rating on the first page D 3.0. Is the water quality improvement provided by the site valuable to society? D 3.1. Does the wetland discharge directly (i.e., within 1 mi) to a stream, river, lake, or marine water that is on the 0 303(d) list? Yes = 1 No = 0 D 3.2. Is the wetland in a basin or sub-basin where an aquatic resource is on the 303(d) list? Yes = 1 No = 0 1 D 3.3. Has the site been identified in a watershed or local plan as important for maintaining water quality (answer YES 2 if there is a TMDL for the basin in which the unit is found)? Yes = 2 No = 0 Total for D 3 Add the points in the boxes above 3 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page NOTES and FIELD OBSERVATIONS: Wetland Rating System for Western WA: 2014 Update 5 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B DEPRESSIONAL AND FLATS WETLANDS Hydrologic Functions - Indicators that the site functions to reduce flooding and stream degradation D 4.0. Does the site have the potential to reduce flooding and erosion? D 4.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression with no surface water leaving it (no outlet) points = 4 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outletpoints = 2 2 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch points = 1 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 0 D 4.2. Depth of storage during wet periods: Estimate the height of ponding above the bottom of the outlet. For wetlands with no outlet, measure from the surface of permanent water or if dry, the deepest part. Marks of ponding are 3 ft or more above the surface or bottom of outlet points = 7 Marks of ponding between 2 ft to < 3 ft from surface or bottom of outlet points = 5 0 Marks are at least 0.5 ft to < 2 ft from surface or bottom of outlet points = 3 The wetland is a â€œheadwaterâ€ wetland points = 3 Wetland is flat but has small depressions on the surface that trap water points = 1 Marks of ponding less than 0.5 ft (6 in) points = 0 D 4.3. Contribution of the wetland to storage in the watershed: Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of the unit points = 5 0 The area of the basin is 10 to 100 times the area of the unit points = 3 The area of the basin is more than 100 times the area of the unit points = 0 Entire wetland is in the Flats class points = 5 Total for D 4 Add the points in the boxes above 2 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 5.0. Does the landscape have the potential to support hydrologic functions of the site? D 5.1. Does the wetland receive stormwater discharges? Yes = 1 No = 0 0 D 5.2. Is >10% of the area within 150 ft of the wetland in land uses that generate excess runoff? Yes = 1 No = 0 1 D 5.3. Is more than 25% of the contributing basin of the wetland covered with intensive human land uses (residential at 1 >1 residence/ac, urban, commercial, agriculture, etc.)? Yes = 1 No = 0 Total for D 5 Add the points in the boxes above 2 Rating of Landscape Potential If score is: 3 = H 1 or 2 = M 0 = L Record the rating on the first page D 6.0. Are the hydrologic functions provided by the site valuable to society? D 6.1. The unit is in a landscape that has flooding problems. Choose the description that best matches conditions around the wetland unit being rated. Do not add points. Choose the highest score if more than one condition is met. The wetland captures surface water that would otherwise flow down-gradient into areas where flooding has damaged human or natural resources (e.g., houses or salmon redds): ï‚· Flooding occurs in a sub-basin that is immediately down-gradient of unit. points = 2 ï‚· Surface flooding problems are in a sub-basin farther down-gradient. points = 1 1 Flooding from groundwater is an issue in the sub-basin. points = 1 The existing or potential outflow from the wetland is so constrained by human or natural conditions that the water stored by the wetland cannot reach areas that flood. Explain why __________________ points = 0 _____________________________________________________________________________ There are no problems with flooding downstream of the wetland. points = 0 D 6.2. Has the site been identified as important for flood storage or flood conveyance in a regional flood control plan? 0 Yes = 2 No = 0 Total for D 6 Add the points in the boxes above 1 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 6 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______B These questions apply to wetlands of all HGM classes. HABITAT FUNCTIONS - Indicators that site functions to provide important habitat H 1.0. Does the site have the potential to provide habitat? H 1.1. Structure of plant community: Indicators are Cowardin classes and strata within the Forested class. Check the Cowardin plant classes in the wetland. Up to 10 patches may be combined for each class to meet the threshold of Â¼ ac or more than 10% of the unit if it is smaller than 2.5 ac. Add the number of structures checked. ____Aquatic bed 4 structures or more: points = 4 ____Emergent 3 structures: points = 2 ____Scrub-shrub (areas where shrubs have > 30% cover) 2 structures: points = 1 0 ____Forested (areas where trees have > 30% cover) 1 structure: points = 0 If the unit has a Forested class, check if: ____The Forested class has 3 out of 5 strata (canopy, sub-canopy, shrubs, herbaceous, moss/ground-cover) that each cover 20% within the Forested polygon H 1.2. Hydroperiods Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 10% of the wetland or Â¼ ac to count (see text for descriptions of hydroperiods). ____Permanently flooded or inundated 4 or more types present: points = 3 ____Seasonally flooded or inundated 3 types present: points = 2 ____Occasionally flooded or inundated 2 types present: points = 1 0 ____Saturated only 1 type present: points = 0 ____Permanently flowing stream or river in, or adjacent to, the wetland ____Seasonally flowing stream in, or adjacent to, the wetland ____Lake Fringe wetland 2 points ____Freshwater tidal wetland 2 points H 1.3. Richness of plant species Count the number of plant species in the wetland that cover at least 10 ft2. Different patches of the same species can be combined to meet the size threshold and you do not have to name the species. Do not include Eurasian milfoil, reed canarygrass, purple loosestrife, Canadian thistle 0 If you counted: > 19 species points = 2 5 - 19 species points = 1 < 5 species points = 0 H 1.4. Interspersion of habitats Decide from the diagrams below whether interspersion among Cowardin plants classes (described in H 1.1), or the classes and unvegetated areas (can include open water or mudflats) is high, moderate, low, or none. If you have four or more plant classes or three classes and open water, the rating is always high. 0 None = 0 points Low = 1 point Moderate = 2 points All three diagrams in this row are HIGH = 3points Wetland Rating System for Western WA: 2014 Update 13 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B H 1.5. Special habitat features: Check the habitat features that are present in the wetland. The number of checks is the number of points. ____Large, downed, woody debris within the wetland (> 4 in diameter and 6 ft long). ____Standing snags (dbh > 4 in) within the wetland ____Undercut banks are present for at least 6.6 ft (2 m) and/or overhanging plants extends at least 3.3 ft (1 m) over a stream (or ditch) in, or contiguous with the wetland, for at least 33 ft (10 m) 0 ____Stable steep banks of fine material that might be used by beaver or muskrat for denning (> 30 degree slope) OR signs of recent beaver activity are present (cut shrubs or trees that have not yet weathered where wood is exposed) ____At least Â¼ ac of thin-stemmed persistent plants or woody branches are present in areas that are permanently or seasonally inundated (structures for egg-laying by amphibians) ____Invasive plants cover less than 25% of the wetland area in every stratum of plants (see H 1.1 for list of strata) Total for H 1 Add the points in the boxes above 0 Rating of Site Potential If score is: 15-18 = H 7-14 = M 0-6 = L Record the rating on the first page H 2.0. Does the landscape have the potential to support the habitat functions of the site? H 2.1. Accessible habitat (include only habitat that directly abuts wetland unit). Calculate: 5.22 % undisturbed habitat + [(% moderate and low intensity land uses) 0.25 /2] = _______%5.345 If total accessible habitat is: > 1/ (33.3%) of 1 km Polygon points = 3 3 0 20-33% of 1 km Polygon points = 2 10-19% of 1 km Polygon points = 1 < 10% of 1 km Polygon points = 0 H 2.2. Undisturbed habitat in 1 km Polygon around the wetland. Calculate: 9.64 % undisturbed habitat + [(% moderate and low intensity land uses) 4.19 /2] = _______%11.735000000000001 Undisturbed habitat > 50% of Polygon points = 3 1 Undisturbed habitat 10-50% and in 1-3 patches points = 2 Undisturbed habitat 10-50% and > 3 patches points = 1 Undisturbed habitat < 10% of 1 km Polygon points = 0 H 2.3. Land use intensity in 1 km Polygon: If > 50% of 1 km Polygon is high intensity land use points = (- 2) -2 â‰¤ 50% of 1 km Polygon is high intensity points = 0 Total for H 2 Add the points in the boxes above -1 Rating of Landscape Potential If score is: 4-6 = H 1-3 = M < 1 = L Record the rating on the first page H 3.0. Is the habitat provided by the site valuable to society? H 3.1. Does the site provide habitat for species valued in laws, regulations, or policies? Choose only the highest score that applies to the wetland being rated. Site meets ANY of the following criteria: points = 2 ï‚¾ It has 3 or more priority habitats within 100 m (see next page) ï‚¾ It provides habitat for Threatened or Endangered species (any plant or animal on the state or federal lists) ï‚¾ It is mapped as a location for an individual WDFW priority species 0 ï‚¾ It is a Wetland of High Conservation Value as determined by the Department of Natural Resources ï‚¾ It has been categorized as an important habitat site in a local or regional comprehensive plan, in a Shoreline Master Plan, or in a watershed plan Site has 1 or 2 priority habitats (listed on next page) within 100 m points = 1 Site does not meet any of the criteria above points = 0 Rating of Value If score is: 2 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 14 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B WDFW Priority Habitats Priority habitats listed by WDFW (see complete descriptions of WDFW priority habitats, and the counties in which they can be found, in: Washington Department of Fish and Wildlife. 2008. Priority Habitat and Species List. Olympia, Washington. 177 pp. http://wdfw.wa.gov/publications/00165/wdfw00165.pdf or access the list from here: http://wdfw.wa.gov/conservation/phs/list/) Count how many of the following priority habitats are within 330 ft (100 m) of the wetland unit: NOTE: This question is independent of the land use between the wetland unit and the priority habitat. ï‚¾ Aspen Stands: Pure or mixed stands of aspen greater than 1 ac (0.4 ha). ï‚¾ Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species of native fish and wildlife (full descriptions in WDFW PHS report). ï‚¾ Herbaceous Balds: Variable size patches of grass and forbs on shallow soils over bedrock. ï‚¾ Old-growth/Mature forests: Old-growth west of Cascade crest â€“ Stands of at least 2 tree species, forming a multi- layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha ) > 32 in (81 cm) dbh or > 200 years of age. Mature forests â€“ Stands with average diameters exceeding 21 in (53 cm) dbh; crown cover may be less than 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old-growth; 80-200 years old west of the Cascade crest. ï‚¾ Oregon White Oak: Woodland stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFW PHS report p. 158 â€“ see web link above). ï‚¾ Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. ï‚¾ Westside Prairies: Herbaceous, non-forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161 â€“ see web link above). ï‚¾ Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. ï‚¾ Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of relatively undisturbed are in WDFW report â€“ see web link on previous page). ï‚¾ Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain a human. ï‚¾ Cliffs: Greater than 25 ft (7.6 m) high and occurring below 5000 ft elevation. ï‚¾ Talus: Homogenous areas of rock rubble ranging in average size 0.5 - 6.5 ft (0.15 - 2.0 m), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. ï‚¾ Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of > 20 in (51 cm) in western Washington and are > 6.5 ft (2 m) in height. Priority logs are > 12 in (30 cm) in diameter at the largest end, and > 20 ft (6 m) long. Note: All vegetated wetlands are by definition a priority habitat but are not included in this list because they are addressed elsewhere. Wetland Rating System for Western WA: 2014 Update 15 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Wetland Type Category Check off any criteria that apply to the wetland. Circle the category when the appropriate criteria are met. SC 1.0. Estuarine wetlands Does the wetland meet the following criteria for Estuarine wetlands? ï‚¾ The dominant water regime is tidal, ï‚¾ Vegetated, and ï‚¾ With a salinity greater than 0.5 ppt Yes â€“Go to SC 1.1 No= Not an estuarine wetland SC 1.1. Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Environmental, or Scientific Reserve designated under WAC 332-30-151? Yes = Category I No - Go to SC 1.2 SC 1.2. Is the wetland unit at least 1 ac in size and meets at least two of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than 10% cover of non-native plant species. (If non-native species are Spartina, see page 25) ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland has at least two of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. Yes = Category I No = Category II SC 2.0. Wetlands of High Conservation Value (WHCV) SC 2.1. Has the WA Department of Natural Resources updated their website to include the list of Wetlands of High Conservation Value? Yes â€“ Go to SC 2.2 No â€“ Go to SC 2.3 SC 2.2. Is the wetland listed on the WDNR database as a Wetland of High Conservation Value? Yes = Category I No = Not a WHCV SC 2.3. Is the wetland in a Section/Township/Range that contains a Natural Heritage wetland? http://www1.dnr.wa.gov/nhp/refdesk/datasearch/wnhpwetlands.pdf Yes â€“ Contact WNHP/WDNR and go to SC 2.4 No = Not a WHCV SC 2.4. Has WDNR identified the wetland within the S/T/R as a Wetland of High Conservation Value and listed it on their website? Yes = Category I No = Not a WHCV SC 3.0. Bogs Does the wetland (or any part of the unit) meet both the criteria for soils and vegetation in bogs? Use the key below. If you answer YES you will still need to rate the wetland based on its functions. SC 3.1. Does an area within the wetland unit have organic soil horizons, either peats or mucks, that compose 16 in or more of the first 32 in of the soil profile? Yes â€“ Go to SC 3.3 No â€“ Go to SC 3.2 SC 3.2. Does an area within the wetland unit have organic soils, either peats or mucks, that are less than 16 in deep over bedrock, or an impermeable hardpan such as clay or volcanic ash, or that are floating on top of a lake or pond? Yes â€“ Go to SC 3.3 No = Is not a bog SC 3.3. Does an area with peats or mucks have more than 70% cover of mosses at ground level, AND at least a 30% cover of plant species listed in Table 4? Yes = Is a Category I bog No â€“ Go to SC 3.4 NOTE: If you are uncertain about the extent of mosses in the understory, you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16 in deep. If the pH is less than 5.0 and the plant species in Table 4 are present, the wetland is a bog. SC 3.4. Is an area with peats or mucks forested (> 30% cover) with Sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine, quaking aspen, Engelmann spruce, or western white pine, AND any of the species (or combination of species) listed in Table 4 provide more than 30% of the cover under the canopy? Yes = Is a Category I bog No = Is not a bog Wetland Rating System for Western WA: 2014 Update 16 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B SC 4.0. Forested Wetlands Does the wetland have at least 1 contiguous acre of forest that meets one of these criteria for the WA Department of Fish and Wildlifeâ€™s forests as priority habitats? If you answer YES you will still need to rate the wetland based on its functions. ï‚¾ Old-growth forests (west of Cascade crest): Stands of at least two tree species, forming a multi-layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 in (81 cm) or more. ï‚¾ Mature forests (west of the Cascade Crest): Stands where the largest trees are 80- 200 years old OR the species that make up the canopy have an average diameter (dbh) exceeding 21 in (53 cm). Yes = Category I No = Not a forested wetland for this section SC 5.0. Wetlands in Coastal Lagoons Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? ï‚¾ The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently, rocks ï‚¾ The lagoon in which the wetland is located contains ponded water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) Yes â€“ Go to SC 5.1 No = Not a wetland in a coastal lagoon SC 5.1. Does the wetland meet all of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing), and has less than 20% cover of aggressive, opportunistic plant species (see list of species on p. 100). ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland is larger than 1/ ac (4350 ft2) 10 Yes = Category I No = Category II SC 6.0. Interdunal Wetlands Is the wetland west of the 1889 line (also called the Western Boundary of Upland Ownership or WBUO)? If you answer yes you will still need to rate the wetland based on its habitat functions. In practical terms that means the following geographic areas: ï‚¾ Long Beach Peninsula: Lands west of SR 103 ï‚¾ Grayland-Westport: Lands west of SR 105 ï‚¾ Ocean Shores-Copalis: Lands west of SR 115 and SR 109 Yes â€“ Go to SC 6.1 No = not an interdunal wetland for rating SC 6.1. Is the wetland 1 ac or larger and scores an 8 or 9 for the habitat functions on the form (rates H,H,H or H,H,M for the three aspects of function)? Yes = Category I No â€“ Go to SC 6.2 SC 6.2. Is the wetland 1 ac or larger, or is it in a mosaic of wetlands that is 1 ac or larger? Yes = Category II No â€“ Go to SC 6.3 SC 6.3. Is the unit between 0.1 and 1 ac, or is it in a mosaic of wetlands that is between 0.1 and 1 ac? Yes = Category III No = Category IV Category of wetland based on Special Characteristics If you answered No for all types, enter â€œNot Applicableâ€ on Summary Form Wetland Rating System for Western WA: 2014 Update 17 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______B This page left blank intentionally Wetland Rating System for Western WA: 2014 Update 18 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C RATING SUMMARY â€“ Western Washington Name of wetland (or ID #): _________________________________ Date of site visit: _____ C 08/25/20 Rated by____________________________ Trained by Ecology?__ Yes ___No Date of training______ Rachael Hyland âœ” 3/2019 HGM Class used for rating_________________ Depressional Wetland has multiple HGM classes?___Y ____Nâœ” NOTE: Form is not complete without the figures requested (figures can be combined). Source of base aerial photo/map ______________________________________ ESRI ArcGIS OVERALL WETLAND CATEGORY ____ IV (based on functions___ or special characteristics___)âœ” 1. Category of wetland based on FUNCTIONS _______Category I â€“ Total score = 23 - 27 Score for each _______Category II â€“ Total score = 20 - 22 function based on three _______Category III â€“ Total score = 16 - 19 ratings _______Category IV â€“ Total score = 9 - 15 (order of ratings is not important) FUNCTION Improving Hydrologic Habitat Water Quality 9 = H,H,H Circle the appropriate ratings 8 = H,H,M Site Potential L L L 7 = H,H,L Landscape Potential M M L 7 = H,M,M Value H M L TOTAL 6 = H,M,L 6 = M,M,M Score Based on 6 5 3 14 5 = H,L,L Ratings 5 = M,M,L 4 = M,L,L 3 = L,L,L 2. Category based on SPECIAL CHARACTERISTICS of wetland CHARACTERISTIC CATEGORY Estuarine I II Wetland of High Conservation Value I Bog I Mature Forest I Old Growth Forest I Coastal Lagoon I II Interdunal I II III IV None of the above N/A Wetland Rating System for Western WA: 2014 Update 1 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______C Maps and figures required to answer questions correctly for Western Washington Depressional Wetlands Map of: To answer questions: Figure # Cowardin plant classes D 1.3, H 1.1, H 1.4 Hydroperiods D 1.4, H 1.2 Location of outlet (can be added to map of hydroperiods) D 1.1, D 4.1 Boundary of area within 150 ft of the wetland (can be added to another figure) D 2.2, D 5.2 Map of the contributing basin D 4.3, D 5.3 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) D 3.1, D 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) D 3.3 Riverine Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Ponded depressions R 1.1 Boundary of area within 150 ft of the wetland (can be added to another figure) R 2.4 Plant cover of trees, shrubs, and herbaceous plants R 1.2, R 4.2 Width of unit vs. width of stream (can be added to another figure) R 4.1 Map of the contributing basin R 2.2, R 2.3, R 5.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) R 3.1 Screen capture of list of TMDLs for WRIA in which unit is found (from web) R 3.2, R 3.3 Lake Fringe Wetlands Map of: To answer questions: Figure # Cowardin plant classes L 1.1, L 4.1, H 1.1, H 1.4 Plant cover of trees, shrubs, and herbaceous plants L 1.2 Boundary of area within 150 ft of the wetland (can be added to another figure) L 2.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) L 3.1, L 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) L 3.3 Slope Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Plant cover of dense trees, shrubs, and herbaceous plants S 1.3 Plant cover of dense, rigid trees, shrubs, and herbaceous plants S 4.1 (can be added to figure above) Boundary of 150 ft buffer (can be added to another figure) S 2.1, S 5.1 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) S 3.1, S 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) S 3.3 Wetland Rating System for Western WA: 2014 Update 2 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______C HGM Classification of Wetlands in Western Washington For questions 1-7, the criteria described must apply to the entire unit being rated. If the hydrologic criteria listed in each question do not apply to the entire unit being rated, you probably have a unit with multiple HGM classes. In this case, identify which hydrologic criteria in questions 1-7 apply, and go to Question 8. 1. Are the water levels in the entire unit usually controlled by tides except during floods? NO â€“ go to 2 YES â€“ the wetland class is Tidal Fringe â€“ go to 1.1 1.1 Is the salinity of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? NO â€“ Saltwater Tidal Fringe (Estuarine) YES â€“ Freshwater Tidal Fringe If your wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. If it is Saltwater Tidal Fringe it is an Estuarine wetland and is not scored. This method cannot be used to score functions for estuarine wetlands. 2. The entire wetland unit is flat and precipitation is the only source (>90%) of water to it. Groundwater and surface water runoff are NOT sources of water to the unit. NO â€“ go to 3 YES â€“ The wetland class is Flats If your wetland can be classified as a Flats wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet all of the following criteria? ___The vegetated part of the wetland is on the shores of a body of permanent open water (without any plants on the surface at any time of the year) at least 20 ac (8 ha) in size; ___At least 30% of the open water area is deeper than 6.6 ft (2 m). NO â€“ go to 4 YES â€“ The wetland class is Lake Fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of the following criteria? ____The wetland is on a slope (slope can be very gradual), ____The water flows through the wetland in one direction (unidirectional) and usually comes from seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks, ____The water leaves the wetland without being impounded. NO â€“ go to 5 YES â€“ The wetland class is Slope NOTE: Surface water does not pond in these type of wetlands except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <3 ft diameter and less than 1 ft deep). 5. Does the entire wetland unit meet all of the following criteria? ____The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river, ____The overbank flooding occurs at least once every 2 years. Wetland Rating System for Western WA: 2014 Update 3 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______C NO â€“ go to 6 YES â€“ The wetland class is Riverine NOTE: The Riverine unit can contain depressions that are filled with water when the river is not flooding 6. Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year? This means that any outlet, if present, is higher than the interior of the wetland. NO â€“ go to 7 YES â€“ The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding? The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet. NO â€“ go to 8 YES â€“ The wetland class is Depressional 8. Your wetland unit seems to be difficult to classify and probably contains several different HGM classes. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a Depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within the wetland unit being scored. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the HGM class listed in column 2 is less than 10% of the unit; classify the wetland using the class that represents more than 90% of the total area. HGM classes within the wetland unit HGM class to being rated use in rating Slope + Riverine Riverine Slope + Depressional Depressional Slope + Lake Fringe Lake Fringe Depressional + Riverine along stream Depressional within boundary of depression Depressional + Lake Fringe Depressional Riverine + Lake Fringe Riverine Salt Water Tidal Fringe and any other Treat as class of freshwater wetland ESTUARINE If you are still unable to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetland boundary, classify the wetland as Depressional for the rating. Wetland Rating System for Western WA: 2014 Update 4 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C DEPRESSIONAL AND FLATS WETLANDS Water Quality Functions - Indicators that the site functions to improve water quality D 1.0. Does the site have the potential to improve water quality? D 1.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression (QUESTION 7 on key) with no surface water leaving it (no outlet). points = 3 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outlet. 2 points = 2 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 1 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch. points = 1 D 1.2. The soil 2 in below the surface (or duff layer) is true clay or true organic (use NRCS definitions).Yes = 4 No = 0 0 D 1.3. Characteristics and distribution of persistent plants (Emergent, Scrub-shrub, and/or Forested Cowardin classes): Wetland has persistent, ungrazed, plants > 95% of area points = 5 Wetland has persistent, ungrazed, plants > Â½ of area points = 3 0 Wetland has persistent, ungrazed plants > 1/ of area points = 1 10 Wetland has persistent, ungrazed plants <1/ of area points = 0 10 D 1.4. Characteristics of seasonal ponding or inundation: This is the area that is ponded for at least 2 months. See description in manual. Area seasonally ponded is > Â½ total area of wetland points = 4 0 Area seasonally ponded is > Â¼ total area of wetland points = 2 Area seasonally ponded is < Â¼ total area of wetland points = 0 Total for D 1 Add the points in the boxes above 2 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 2.0. Does the landscape have the potential to support the water quality function of the site? D 2.1. Does the wetland unit receive stormwater discharges? Yes = 1 No = 0 0 D 2.2. Is > 10% of the area within 150 ft of the wetland in land uses that generate pollutants? Yes = 1 No = 0 1 D 2.3. Are there septic systems within 250 ft of the wetland? Yes = 1 No = 0 0 D 2.4. Are there other sources of pollutants coming into the wetland that are not listed in questions D 2.1-D 2.3? 0 Source_______________ Yes = 1 No = 0 Total for D 2 Add the points in the boxes above 1 Rating of Landscape Potential If score is: 3 or 4 = H 1 or 2 = M 0 = L Record the rating on the first page D 3.0. Is the water quality improvement provided by the site valuable to society? D 3.1. Does the wetland discharge directly (i.e., within 1 mi) to a stream, river, lake, or marine water that is on the 0 303(d) list? Yes = 1 No = 0 D 3.2. Is the wetland in a basin or sub-basin where an aquatic resource is on the 303(d) list? Yes = 1 No = 0 1 D 3.3. Has the site been identified in a watershed or local plan as important for maintaining water quality (answer YES 2 if there is a TMDL for the basin in which the unit is found)? Yes = 2 No = 0 Total for D 3 Add the points in the boxes above 3 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page NOTES and FIELD OBSERVATIONS: Wetland Rating System for Western WA: 2014 Update 5 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C DEPRESSIONAL AND FLATS WETLANDS Hydrologic Functions - Indicators that the site functions to reduce flooding and stream degradation D 4.0. Does the site have the potential to reduce flooding and erosion? D 4.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression with no surface water leaving it (no outlet) points = 4 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outletpoints = 2 2 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch points = 1 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 0 D 4.2. Depth of storage during wet periods: Estimate the height of ponding above the bottom of the outlet. For wetlands with no outlet, measure from the surface of permanent water or if dry, the deepest part. Marks of ponding are 3 ft or more above the surface or bottom of outlet points = 7 Marks of ponding between 2 ft to < 3 ft from surface or bottom of outlet points = 5 0 Marks are at least 0.5 ft to < 2 ft from surface or bottom of outlet points = 3 The wetland is a â€œheadwaterâ€ wetland points = 3 Wetland is flat but has small depressions on the surface that trap water points = 1 Marks of ponding less than 0.5 ft (6 in) points = 0 D 4.3. Contribution of the wetland to storage in the watershed: Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of the unit points = 5 0 The area of the basin is 10 to 100 times the area of the unit points = 3 The area of the basin is more than 100 times the area of the unit points = 0 Entire wetland is in the Flats class points = 5 Total for D 4 Add the points in the boxes above 2 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 5.0. Does the landscape have the potential to support hydrologic functions of the site? D 5.1. Does the wetland receive stormwater discharges? Yes = 1 No = 0 0 D 5.2. Is >10% of the area within 150 ft of the wetland in land uses that generate excess runoff? Yes = 1 No = 0 1 D 5.3. Is more than 25% of the contributing basin of the wetland covered with intensive human land uses (residential at 1 >1 residence/ac, urban, commercial, agriculture, etc.)? Yes = 1 No = 0 Total for D 5 Add the points in the boxes above 2 Rating of Landscape Potential If score is: 3 = H 1 or 2 = M 0 = L Record the rating on the first page D 6.0. Are the hydrologic functions provided by the site valuable to society? D 6.1. The unit is in a landscape that has flooding problems. Choose the description that best matches conditions around the wetland unit being rated. Do not add points. Choose the highest score if more than one condition is met. The wetland captures surface water that would otherwise flow down-gradient into areas where flooding has damaged human or natural resources (e.g., houses or salmon redds): ï‚· Flooding occurs in a sub-basin that is immediately down-gradient of unit. points = 2 ï‚· Surface flooding problems are in a sub-basin farther down-gradient. points = 1 1 Flooding from groundwater is an issue in the sub-basin. points = 1 The existing or potential outflow from the wetland is so constrained by human or natural conditions that the water stored by the wetland cannot reach areas that flood. Explain why __________________ points = 0 _____________________________________________________________________________ There are no problems with flooding downstream of the wetland. points = 0 D 6.2. Has the site been identified as important for flood storage or flood conveyance in a regional flood control plan? 0 Yes = 2 No = 0 Total for D 6 Add the points in the boxes above 1 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 6 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______C These questions apply to wetlands of all HGM classes. HABITAT FUNCTIONS - Indicators that site functions to provide important habitat H 1.0. Does the site have the potential to provide habitat? H 1.1. Structure of plant community: Indicators are Cowardin classes and strata within the Forested class. Check the Cowardin plant classes in the wetland. Up to 10 patches may be combined for each class to meet the threshold of Â¼ ac or more than 10% of the unit if it is smaller than 2.5 ac. Add the number of structures checked. ____Aquatic bed 4 structures or more: points = 4 ____Emergent 3 structures: points = 2 ____Scrub-shrub (areas where shrubs have > 30% cover) 2 structures: points = 1 0 ____Forested (areas where trees have > 30% cover) 1 structure: points = 0 If the unit has a Forested class, check if: ____The Forested class has 3 out of 5 strata (canopy, sub-canopy, shrubs, herbaceous, moss/ground-cover) that each cover 20% within the Forested polygon H 1.2. Hydroperiods Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 10% of the wetland or Â¼ ac to count (see text for descriptions of hydroperiods). ____Permanently flooded or inundated 4 or more types present: points = 3 ____Seasonally flooded or inundated 3 types present: points = 2 ____Occasionally flooded or inundated 2 types present: points = 1 1 ____Saturated only 1 type present: points = 0 ____Permanently flowing stream or river in, or adjacent to, the wetland ____Seasonally flowing stream in, or adjacent to, the wetland ____Lake Fringe wetland 2 points ____Freshwater tidal wetland 2 points H 1.3. Richness of plant species Count the number of plant species in the wetland that cover at least 10 ft2. Different patches of the same species can be combined to meet the size threshold and you do not have to name the species. Do not include Eurasian milfoil, reed canarygrass, purple loosestrife, Canadian thistle 0 If you counted: > 19 species points = 2 5 - 19 species points = 1 < 5 species points = 0 H 1.4. Interspersion of habitats Decide from the diagrams below whether interspersion among Cowardin plants classes (described in H 1.1), or the classes and unvegetated areas (can include open water or mudflats) is high, moderate, low, or none. If you have four or more plant classes or three classes and open water, the rating is always high. 0 None = 0 points Low = 1 point Moderate = 2 points All three diagrams in this row are HIGH = 3points Wetland Rating System for Western WA: 2014 Update 13 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C H 1.5. Special habitat features: Check the habitat features that are present in the wetland. The number of checks is the number of points. ____Large, downed, woody debris within the wetland (> 4 in diameter and 6 ft long). ____Standing snags (dbh > 4 in) within the wetland ____Undercut banks are present for at least 6.6 ft (2 m) and/or overhanging plants extends at least 3.3 ft (1 m) over a stream (or ditch) in, or contiguous with the wetland, for at least 33 ft (10 m) 1 ____Stable steep banks of fine material that might be used by beaver or muskrat for denning (> 30 degree slope) OR signs of recent beaver activity are present (cut shrubs or trees that have not yet weathered where wood is exposed) ____At least Â¼ ac of thin-stemmed persistent plants or woody branches are present in areas that are permanently or seasonally inundated (structures for egg-laying by amphibians) ____Invasive plants cover less than 25% of the wetland area in every stratum of plants (see H 1.1 for list of strata) Total for H 1 Add the points in the boxes above 2 Rating of Site Potential If score is: 15-18 = H 7-14 = M 0-6 = L Record the rating on the first page H 2.0. Does the landscape have the potential to support the habitat functions of the site? H 2.1. Accessible habitat (include only habitat that directly abuts wetland unit). Calculate: 5.22 % undisturbed habitat + [(% moderate and low intensity land uses) 0.25 /2] = _______%5.345 If total accessible habitat is: > 1/ (33.3%) of 1 km Polygon points = 3 3 0 20-33% of 1 km Polygon points = 2 10-19% of 1 km Polygon points = 1 < 10% of 1 km Polygon points = 0 H 2.2. Undisturbed habitat in 1 km Polygon around the wetland. Calculate: 9.64 % undisturbed habitat + [(% moderate and low intensity land uses) 4.19 /2] = _______%11.735000000000001 Undisturbed habitat > 50% of Polygon points = 3 1 Undisturbed habitat 10-50% and in 1-3 patches points = 2 Undisturbed habitat 10-50% and > 3 patches points = 1 Undisturbed habitat < 10% of 1 km Polygon points = 0 H 2.3. Land use intensity in 1 km Polygon: If > 50% of 1 km Polygon is high intensity land use points = (- 2) -2 â‰¤ 50% of 1 km Polygon is high intensity points = 0 Total for H 2 Add the points in the boxes above -1 Rating of Landscape Potential If score is: 4-6 = H 1-3 = M < 1 = L Record the rating on the first page H 3.0. Is the habitat provided by the site valuable to society? H 3.1. Does the site provide habitat for species valued in laws, regulations, or policies? Choose only the highest score that applies to the wetland being rated. Site meets ANY of the following criteria: points = 2 ï‚¾ It has 3 or more priority habitats within 100 m (see next page) ï‚¾ It provides habitat for Threatened or Endangered species (any plant or animal on the state or federal lists) ï‚¾ It is mapped as a location for an individual WDFW priority species 0 ï‚¾ It is a Wetland of High Conservation Value as determined by the Department of Natural Resources ï‚¾ It has been categorized as an important habitat site in a local or regional comprehensive plan, in a Shoreline Master Plan, or in a watershed plan Site has 1 or 2 priority habitats (listed on next page) within 100 m points = 1 Site does not meet any of the criteria above points = 0 Rating of Value If score is: 2 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 14 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C WDFW Priority Habitats Priority habitats listed by WDFW (see complete descriptions of WDFW priority habitats, and the counties in which they can be found, in: Washington Department of Fish and Wildlife. 2008. Priority Habitat and Species List. Olympia, Washington. 177 pp. http://wdfw.wa.gov/publications/00165/wdfw00165.pdf or access the list from here: http://wdfw.wa.gov/conservation/phs/list/) Count how many of the following priority habitats are within 330 ft (100 m) of the wetland unit: NOTE: This question is independent of the land use between the wetland unit and the priority habitat. ï‚¾ Aspen Stands: Pure or mixed stands of aspen greater than 1 ac (0.4 ha). ï‚¾ Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species of native fish and wildlife (full descriptions in WDFW PHS report). ï‚¾ Herbaceous Balds: Variable size patches of grass and forbs on shallow soils over bedrock. ï‚¾ Old-growth/Mature forests: Old-growth west of Cascade crest â€“ Stands of at least 2 tree species, forming a multi- layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha ) > 32 in (81 cm) dbh or > 200 years of age. Mature forests â€“ Stands with average diameters exceeding 21 in (53 cm) dbh; crown cover may be less than 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old-growth; 80-200 years old west of the Cascade crest. ï‚¾ Oregon White Oak: Woodland stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFW PHS report p. 158 â€“ see web link above). ï‚¾ Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. ï‚¾ Westside Prairies: Herbaceous, non-forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161 â€“ see web link above). ï‚¾ Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. ï‚¾ Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of relatively undisturbed are in WDFW report â€“ see web link on previous page). ï‚¾ Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain a human. ï‚¾ Cliffs: Greater than 25 ft (7.6 m) high and occurring below 5000 ft elevation. ï‚¾ Talus: Homogenous areas of rock rubble ranging in average size 0.5 - 6.5 ft (0.15 - 2.0 m), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. ï‚¾ Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of > 20 in (51 cm) in western Washington and are > 6.5 ft (2 m) in height. Priority logs are > 12 in (30 cm) in diameter at the largest end, and > 20 ft (6 m) long. Note: All vegetated wetlands are by definition a priority habitat but are not included in this list because they are addressed elsewhere. Wetland Rating System for Western WA: 2014 Update 15 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Wetland Type Category Check off any criteria that apply to the wetland. Circle the category when the appropriate criteria are met. SC 1.0. Estuarine wetlands Does the wetland meet the following criteria for Estuarine wetlands? ï‚¾ The dominant water regime is tidal, ï‚¾ Vegetated, and ï‚¾ With a salinity greater than 0.5 ppt Yes â€“Go to SC 1.1 No= Not an estuarine wetland SC 1.1. Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Environmental, or Scientific Reserve designated under WAC 332-30-151? Yes = Category I No - Go to SC 1.2 SC 1.2. Is the wetland unit at least 1 ac in size and meets at least two of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than 10% cover of non-native plant species. (If non-native species are Spartina, see page 25) ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland has at least two of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. Yes = Category I No = Category II SC 2.0. Wetlands of High Conservation Value (WHCV) SC 2.1. Has the WA Department of Natural Resources updated their website to include the list of Wetlands of High Conservation Value? Yes â€“ Go to SC 2.2 No â€“ Go to SC 2.3 SC 2.2. Is the wetland listed on the WDNR database as a Wetland of High Conservation Value? Yes = Category I No = Not a WHCV SC 2.3. Is the wetland in a Section/Township/Range that contains a Natural Heritage wetland? http://www1.dnr.wa.gov/nhp/refdesk/datasearch/wnhpwetlands.pdf Yes â€“ Contact WNHP/WDNR and go to SC 2.4 No = Not a WHCV SC 2.4. Has WDNR identified the wetland within the S/T/R as a Wetland of High Conservation Value and listed it on their website? Yes = Category I No = Not a WHCV SC 3.0. Bogs Does the wetland (or any part of the unit) meet both the criteria for soils and vegetation in bogs? Use the key below. If you answer YES you will still need to rate the wetland based on its functions. SC 3.1. Does an area within the wetland unit have organic soil horizons, either peats or mucks, that compose 16 in or more of the first 32 in of the soil profile? Yes â€“ Go to SC 3.3 No â€“ Go to SC 3.2 SC 3.2. Does an area within the wetland unit have organic soils, either peats or mucks, that are less than 16 in deep over bedrock, or an impermeable hardpan such as clay or volcanic ash, or that are floating on top of a lake or pond? Yes â€“ Go to SC 3.3 No = Is not a bog SC 3.3. Does an area with peats or mucks have more than 70% cover of mosses at ground level, AND at least a 30% cover of plant species listed in Table 4? Yes = Is a Category I bog No â€“ Go to SC 3.4 NOTE: If you are uncertain about the extent of mosses in the understory, you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16 in deep. If the pH is less than 5.0 and the plant species in Table 4 are present, the wetland is a bog. SC 3.4. Is an area with peats or mucks forested (> 30% cover) with Sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine, quaking aspen, Engelmann spruce, or western white pine, AND any of the species (or combination of species) listed in Table 4 provide more than 30% of the cover under the canopy? Yes = Is a Category I bog No = Is not a bog Wetland Rating System for Western WA: 2014 Update 16 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C SC 4.0. Forested Wetlands Does the wetland have at least 1 contiguous acre of forest that meets one of these criteria for the WA Department of Fish and Wildlifeâ€™s forests as priority habitats? If you answer YES you will still need to rate the wetland based on its functions. ï‚¾ Old-growth forests (west of Cascade crest): Stands of at least two tree species, forming a multi-layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 in (81 cm) or more. ï‚¾ Mature forests (west of the Cascade Crest): Stands where the largest trees are 80- 200 years old OR the species that make up the canopy have an average diameter (dbh) exceeding 21 in (53 cm). Yes = Category I No = Not a forested wetland for this section SC 5.0. Wetlands in Coastal Lagoons Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? ï‚¾ The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently, rocks ï‚¾ The lagoon in which the wetland is located contains ponded water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) Yes â€“ Go to SC 5.1 No = Not a wetland in a coastal lagoon SC 5.1. Does the wetland meet all of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing), and has less than 20% cover of aggressive, opportunistic plant species (see list of species on p. 100). ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland is larger than 1/ ac (4350 ft2) 10 Yes = Category I No = Category II SC 6.0. Interdunal Wetlands Is the wetland west of the 1889 line (also called the Western Boundary of Upland Ownership or WBUO)? If you answer yes you will still need to rate the wetland based on its habitat functions. In practical terms that means the following geographic areas: ï‚¾ Long Beach Peninsula: Lands west of SR 103 ï‚¾ Grayland-Westport: Lands west of SR 105 ï‚¾ Ocean Shores-Copalis: Lands west of SR 115 and SR 109 Yes â€“ Go to SC 6.1 No = not an interdunal wetland for rating SC 6.1. Is the wetland 1 ac or larger and scores an 8 or 9 for the habitat functions on the form (rates H,H,H or H,H,M for the three aspects of function)? Yes = Category I No â€“ Go to SC 6.2 SC 6.2. Is the wetland 1 ac or larger, or is it in a mosaic of wetlands that is 1 ac or larger? Yes = Category II No â€“ Go to SC 6.3 SC 6.3. Is the unit between 0.1 and 1 ac, or is it in a mosaic of wetlands that is between 0.1 and 1 ac? Yes = Category III No = Category IV Category of wetland based on Special Characteristics If you answered No for all types, enter â€œNot Applicableâ€ on Summary Form Wetland Rating System for Western WA: 2014 Update 17 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______C This page left blank intentionally Wetland Rating System for Western WA: 2014 Update 18 Rating Form â€“ Effective January 1, 2015 Appendix F â€“â€“ Wetland Rating Figures 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 PROJECT ROXY - COWARDIN MAP Wetland C Â¢ Wetland B Wetland A Emergent Scrub-Shrub Forested 0 175 350 700 Feet 330' Boundary PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY: DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 350 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 51 PROJECT ROXY -HYDROPERIOD MAP Wetland C Â¢ Wetland B Wetland A Wetland C Saturated Seasonally Flooded Seasonally Flowing Occassionally Flooded 0 150 300 600 Feet 150' Boundary PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY:DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 300 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 52 PROJECT ROXY -CONTRIBUTING BASIN MAP Note: Intensive Land Use Is Greater Than 25% Â¢ Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Wetland Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã 0 750 1,500 3,000Feet Ã Ã Ã Ã Ã Ã Contributing Basin D.4.0 D.4.3 Area of Contributing Basin (SF) 36,888,885 Area of Wetland A (SF) 1,317,251 Percent of Wetland A within Contributing Basin 3.571% Area of Wetland B (SF) 7,536 Percent of Wetland B within Contributing Basin 0.020% Area of Wetland C (SF) 1,246 Percent of Wetland C within Contributing Basin 0.003% PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY:DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 1,500 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 53 PROJECT ROXY -HABITAT MAP Â¢ Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Wetland Ã Ã Ã 1 KM Polygon ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! ! ! ! ! ! ! !!! !!! !!! !!! !!! !!! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! ! ! ! Accessible Habitat! ! ! ! ! ! ! ! ! ! !!! !!! !!! !!! !!! ! ! !! High Intensity Moderate & Low Intensity 0 875 1,750 3,500Feet Undisturbed Habitat H.2.0 Wetland A-C H.2.1 Abutting Undisturbed Habitat 5.22% Abutting Moderate & Low Intensity Land Uses 0.25% Accessible Habitat 5.34% H.2.2 Undisturbed Habitat 9.64% Moderate & Low Intensity Land Uses 4.19% Undisturbed Habitat in 1 KM Polygon 11.73% H.2.3 High Intensity Land Use in 1 KM Polygon 86.17% PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY:DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 1,750 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 54 PROJECT ROXY - 303(D) MAP SITE Â¢ Sub Basin Water Quality Improvement Project 0 3,250 6,500 13,000 Feet Category 5 Assessed Waters Name Pollutants TMDL ID WRIA Year Approved Snohomish River Tributaries Bacteria TMDL Bacteria 34 07 2001 Snohomish River Estuary Multiparameter TMDL Ammonia-N, CBOD, Dissolved Oxygen 48 07 2002 PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY: DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 6,500 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 55 Appendix G â€“â€“ Qualifications All field inspections, wetland delineations, habitat assessments, and supporting documentation, including this Wetland and Fish and Wildlife Habitat Assessment Report prepared for Panattoni â€“ Project Site were prepared by, or under the direction of, Jon Pickett of SVC. In addition, the site investigations were performed by Rachael Hyland and Kyla Caddey, and report preparation was completed by Kelly Kramer. Jon Pickett Associate Principal Professional Experience: 10+ years Jon Pickett is an Associate Principal and Senior Scientist with diverse professional experience in habitat development as a Regional Biologist and Environmental Project Manager, with an emphasis in wetland restoration and enhancement. Jon has extensive experience successfully planning, developing, securing funding, managing and implementing numerous large-scale wetland habitat projects aimed at restoring the biological and physical functions of wetlands throughout Californiaâ€™s Central Valley and Southern California. During this time, he managed a 2,200-acre private wetland and upland habitat complex as a public trust resource for conservation and consumptive use. He worked to ensure projects were designed and implemented to achieve habitat restoration goals, including reclamation of wetland and floodplain habitats, reintroduction of aquatic complexity and habitat, and reestablishment of riparian corridor. Jon has worked with Federal and State agencies and private entities on land acquisitions for conservational habitat and public use, including prioritizing acquisitions relative to value and opportunity and funding. In addition, Jon has experience in regulatory coordination to ensure projects operated in compliance with Federal, State and local environmental regulations, preparing permit documentation, coordinating with all pertinent agencies and stakeholders, and developing and maintaining appropriate permitting timelines to ensure timely approvals. He also oversaw earthwork construction components and revegetation efforts, as well as post-project monitoring, with an emphasis in native vegetation establishment and natural channel morphology. Jon earned a Bachelor of Science degree in Natural Resource Sciences from Washington State University and Bachelor of Science Minor in Forestry from Washington State University. Jon has received 40-hour wetland delineation training (Western Mtns, Valleys, & Coast and Arid West Regional Supplement) and has been formally trained in the use of the Washington State Wetland Rating System, How to Determine the Ordinary High Water Mark, Using Field Indicators for Hydric Soils, and the Using the Credit-Debit Method for Estimating Mitigation Needs. Rachael Hyland Environmental Scientist & Certified Ecologist Professional Experience: 7 years Rachael Hyland is a Wetland Professional in Training (WPIT) through the Society of Wetland Scientists and a Certified Ecologist through the Ecological Society of America. Rachael has a background in wetland and ecological habitat assessments in various states, most notably Washington, Connecticut, Massachusetts, Rhode Island, and Ohio. She has experience in assessing tidal, stream, 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 and wetland systems, reporting on biological evaluations, permitting, and site assessments. She also has extensive knowledge of bats and white nose syndrome (Pseudogymnoascus destructans), a fungal disease affecting bats which was recently documented in Washington. Rachael earned a Bachelor of Science degree in Ecology and Evolutionary Biology from the University of Connecticut, with additional ecology studies at the graduate level. Rachael has completed 40-hour wetland delineation training for Western Mountains, Valleys, & Coast and Arid West Regional Supplement, in addition to formal training for the Northcentral and Northeast supplement, and experience with the Eastern Mountains and Piedmont and Atlantic and Gulf Coast supplements. She has also received formal training from the Washington State Department of Ecology in the Using the Revised 2014 Wetland Rating System for Western Washington, How to Determine the Ordinary High Water Mark, Navigating SEPA, and Selecting Wetland Mitigation Sites Using a Watershed Approach. Rachael has also received training from the Washington State Department of Transportation in Biological Assessment Preparation for Transportation Projects and is listed by WSDOT as a junior author for preparing Biological Assessments. Kelly Kramer Project Scientist Professional Experience: 4 years Kelly Kramer is a Project Scientist with a diverse background in academic research, teaching and extension, as well as industry experience in agriculture. Kelly has expertise in scientific writing, college level teaching, research project management, data organization and statistical analysis, plant identification, forage extension, and farm and pasture management. Kelly has field experience performing in-depth pasture evaluations throughout central Kentucky, and professional experience managing client relations of a thoroughbred breeding farm. Kelly earned a Master of Science degree in Integrated Plant and Soil Science, Graduate Certificate in College Teaching and Learning, and Bachelor of Science degree in Equine Science and Management from the University of Kentucky. Her graduate research focused on non-structural carbohydrate variation of cool-season grass pastures, and her graduate coursework included studying ecology of grazing lands in Texas, New Mexico, and Colorado. She has received 40-hour wetland delineation training (Western Mtns, Valleys, & Coast and Arid West Regional Supplement), and has been formally trained through the Coastal Training Program in Using Field Indicators for Hydric Soils. Kelly currently assists in wetland, stream, and shoreline delineations and fish and wildlife habitat assessments; conducts environmental code analysis; and prepares environmental assessment and mitigation reports, biological evaluations, and permit applications to support clients through the regulatory and planning process for various land use projects. 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Panattoni Arlington - Project Roxy Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department The "Roundabout " plaque is no longer a required sign. It can be 1 PM-01 LCA TENW: The "Roundabout Ahead" signs have been removed. removed. (All legs) Lane assignment signs are required on multi-lane roadways. See FHWA 2 PM-01 LCA TENW: Added 3 Lane Assignment Signs. standard highway signs 2012 supplement manual for details. (3 legs) TENW: Pedestrian crossing signs with diagonal downward arrows already exist for 3 of the 4 legs (East, South, West) as part of the RRFB assemblies. WSDOT policy is to place PED Xing signs with diagonal downward arrow 3 PM-01 LCA These signs have been moved to the signing plan for clarity. Pedestrian at the crosswalk. Please move them on all 4 legs. signs with diagonal downward arrows have been added to the fourth leg (North). 4 PM-01 LCA Remove one way signs TENW: Removed one way signs. 5 PM-01 LCA Lane assignment sign TENW: Added lane assignment sign. 6 PM-01 LCA Lane assignment sign TENW: Added lane assignment sign. 7 PM-01 LCA TENW: Moved this viewport to a new sheet. This isn't clear, people will be looking for a roadway, not a small easy to miss boxed note. 8 PM-05 LCA These are not both 7' (All) TENW: Revised as requested. 9 PM-05 LCA 36", not 30" (All) TENW: Corrected measurement. TENW: Updated font sizes. Note, the street name is 43rd Ave NE, not NE 10 PM-05 LCA Use this layout 4.5"/6"/4.5" 43rd Ave, so the order has not changed. 11 PM-05 LCA Use this arrow TENW: Updated arrow. 12 PM-05 LCA Remove thru movement TENW: Removed thru movement. 13 PM-05 LCA Remove thru movement TENW: Removed thru movement. 14 PM-05 LCA RD should be lower case, what is 5"C/4"D? Text height should be 6"D. TENW: Updated font sizes. TENW: Pedestrian crossing signs with diagonal downward arrows already exist for 3 of the 4 legs (East, South, West) as part of the RRFB assemblies. 15 PM-05 LCA Replace with W16-7PL These signs have been moved to the signing plan for clarity. Pedestrian signs with diagonal downward arrows have been added to the fourth leg (North). Page 1 of 4 06/30/2021 Panattoni Arlington - Project Roxy Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department 16 PM-05 LCA WSDOT policy is to use D3-302 with "SR 531" in words TENW: Replaced M1-701 and M6-2R signs with D3-302 signs. 17 PM-05 LCA Remove One way signs TENW: Removed one way signs. 18 TS-01 WSDOT All new conduit sch. 80 TENW: Comment incorporated as requested. This existing conduit won't be impacted? It might be easier to just install TENW: New conduit run installed for illumination wire note #1 on sheet IL- 19 TS-01 WSDOT a new crossing (with a spare) when they redo the pavement 01. TENW: The existing light pole #10 is to be relocated due to the driveway revisions south of the existing location. There is another luminaire pole that 20 TS-01 WSDOT Provide positive lighting for this raised channelization is approximately 90-ft south of the raised intersection that will provide positive lighting. There is existing WSDOT fiber and a camera on the SE signal pole. These TENW: A new camera and pole are proposed at approximately 460-ft east 21 TS-01 WSDOT items need to be maintained. A new camera pole will need to be of the roundabout's center. See construction note #9 on sheet TS-01. installed and the fiber replaced. TENW: A new ITS cabinet is being proposed at the SW corner of Please add a data station cabinet and loops at the roundabout per 172nd/43rd. See construction note #10 on sheet TS-01. Data loops were 22 TS-01 WSDOT WSDOT ITS design requirements. added to all four legs of the roundabout. See construction note #10 on sheet TS-01. All lines should be flat/profile MMA per Attached is the Northwest Region Striping Guidelines. Plans callouts show paint and plastic. TENW: Updated construction notes to call out MMA instead of plastic or 23 PM Sheets WSDOT Plastic is acceptable if special provisions define plastic as MMA. Our paint. WSDOT widening project will also use MMA lines to enhance safety and longevity. When will get a revised channelization plan to match PS&E plans? I agree with the changes since last channelization plan was submitted. TENW: Our plans have been updated to match PS&E plans. Also, updated 24 PM-03 WSDOT Only comment is hatch spacing for bus and RIRO island should be the hatch spacing and added a spacing dimension to the construction note. doubled, and notes to indicate spacing. AHBL: The sawcut line along SR-531 has been shifted to the fog line at all Saw cut at the fog line along the SR-531 where the widening. Construct locations where widening is proposed. A note has been added to Sheet RM- a pavement section as provided for SR-531 mainline including the radius 1 to specify that the sawcut line is along the fog line. The same pavement 25 WSDOT return within WSDOT Right-of-Way. Use 0.15â€™ HMA Class Â½â€, PG 58H- section is currently proposed for the SR-531 mainline and the returns within 22 for final overlay entire the roadway after finish constructing a WSDOT Right-of-Way. A 0.15â€™ HMA Class Â½â€, PG 58H-22 overlay is currently roundabout. proposed over the entire roadway per the road sections on Sheets XS-1 and XS-2. Section 1 (XS-1): need revised asphalt pavement grind and inlay and/or AHBL: Section 1 on Sheet XS-1 has been revised to show a taper length of 26 XS-1 WSDOT overlay detail. Transverse butt joints should be taper in a length 30â€™ for 30â€™ for the transverse butt joints. The hatches on sheet PV-1 have also been SR-531 mainline. revised to reflect the 30â€™ taper length. Roadway section (XS-1): need revise and correct the sidewalk and 3â€™ AHBL: A callout was added to Section B on Sheet XS-1 to clarify a minimum 27 XS-1 WSDOT paved buffer. 3â€™ width for the paved buffer. Section F & G (XS-2): Which agency should responsible to maintenance AHBL: The City of Arlington will be responsible for maintaining the 10â€™ 28 XS-2 WSDOT clean up the 10â€™ Pervious asphalt pathway if the surfacing is not pervious asphalt pathway. infiltration? Page 2 of 4 06/30/2021 Panattoni Arlington - Project Roxy Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department AHBL: Foundation depth to be confirmed with Geotech Engineer. Designer Illumination Pole Schedule (TS-02): Foundation depths need required 29 TS-02 WSDOT assumed a Type B foundation (depth 8-ft) for the time being until recommendation from Geotechnical Engineer. verification with Geotech is complete. There is existing fiber here that is not shown. It needs to be shown on the plans and addressed. The fiber runs east on the south side of SR-531 to the existing signal cabinet. It is spliced in the signal cabinet to another TENW: On August 11th, designer shared a preliminary fiber optic schematic section of cable which crosses SR-531 on the west side of the with Dawn Anderson. On August 20th, Dawn provided comments which 30 TS-01 WSDOT intersection, then crosses 43rd and continues east on the north side of were incorporated for this resubmittal. See fiber schematic sheet TS-03 for SR-531 to the next signal at 51st. It also needs to be kept operational more details. throughout the project (with allowed disruptions for construction) to maintain service to the signals and cameras east of here on SR-531. There is an existing ITS camera on the SE corner of the intersection on TENW: A new camera and pole are proposed at approximately 460-ft east 31 TS-01 WSDOT the signal pole. This camera should be replaced with a camera that of the roundabout's center. See construction note #9 on sheet TS-01. meets our current standard. TENW: The existing signal cabinet is to be removed. The existing service The existing signal cabinet and service are being removed. There will cabinet is to be relocated out of the proposed sidewalk. The relocated 32 TS-01 WSDOT have to be a cabinet and a power source for the camera gear. service cabinet will power the new camera gear, data loops, RRFB poles, and the ITS cabinet. See traffic signals plans for more details. For the camera and fiber, there should be a new CCTV cabinet with camera gear and a new preterminated patch panel (PPP) for fiber. TENW: Comment incorporated as requested. A new ITS cabinet with PPP to 33 TS-01 WSDOT There should also be a new cable vault where the new PPP will splice to be installed at the SW corner of 172nd/43rd. A new cable vault located in the existing fiber cable. There also needs to be a power source for this front of the ITS cabinet is proposed. See traffic signal plans for more details. cabinet. The bioretention cell proposed NE of the roundabout conflicts with the The proposed bioretention cell at the NE corner has been relocated outside 34 WSDOT future 10â€™ shared-use-path that will run along the north side of SR of the future improvements. 531/172nd St NE. The flowchart in Appendix B-2 of the Storm Report has been revised to assess the entire project. All Minimum Requirements apply to the project, The stormwater report is applying the project level minimum but there are certain individual TDAs that will not require construction of requirement thresholds at the TDA level. That flow chart should be BMPs in order to comply with Minimum Requirement #6 and #7. Refer to 35 WSDOT assessed only at the project level, and as a result all minimum the revised Storm Report which documents that the TDA thresholds that requirements should be applied for all 4 TDAs. The TDA level thresholds would require construction of a BMP have not been triggered for these are different than the project level thresholds. select TDAs, therefore demonstrating compliance with all minimum requirements per Section I-3.3 of the 2019 DOE SWMMWW. For on-site stormwater management, all TDAs should use List 2, not List 3. List 3 is only applicable to flow control exempt projects. The TDAs are The storm report has been revised to use the list 2 approach for each TDA 36 WSDOT not triggering flow control thresholds, but that is not the same as being to demonstrate compliance with Minimum Requirement #5. flow control exempt. Page 3 of 4 06/30/2021 Panattoni Arlington - Project Roxy Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department The project is converting existing sidewalk (NPGIS) to roadway (PGIS). For determination of runoff treatment requirements, that should be A new TDA map that counts all the new PGIS within each TDA has been 37 WSDOT considered new PGIS, not replaced, as the existing is not pollutant added to Appendix B-1 of the Storm Report to demonstrate compliance generating. That may result in additional runoff treatment with Minimum Requirement #6. requirements. The stormwater plans appear to show the new and existing roadway pavement SE of the roundabout sheet flowing over the permeable Stormwater runoff from TDA #4 will now be routed through CAVFS prior to 38 WSDOT sidewalk in TDA 4. This is not compliant with Ecologyâ€™s design standards sheet flowing onto the permeable sidewalk. (Total impervious area routed to a permeable pavement surface must be less than the area of the permeable pavement itself). Page 4 of 4 06/30/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PANATTONI ARLINGTON INTERSECTION TRAFFIC MITIGATION 90% SUBMITTAL SCHEDULE OF DRAWINGS SHT. NO. DWG. NO. DESCRIPTION 01 CVR COVER SHEET 02 AL-1 HORIZONTAL CONTROL PLAN 03 EC-1 EXISTING CONDITIONS AND SURVEY CONTROL PLANS 04 RM-1 REMOVAL AND T.E.S.C PLANS 05 RM-2 EROSION CONTROL DETAILS 06 - 07 XS-1 - XS-2 TYPICAL ROADWAY SECTIONS 08 XS-3 CURB DETAILS 09 PV-1 PAVING PLAN 10 PV-2 TRUCK APRON JOINTING DETAIL 11 - 12 PP-1 - PP-2 172ND ST NE PLAN AND PROFILE 13 PP-3 43RD AVE NE PLAN AND PROFILE 14 SD-1 172ND ST NE STORM DRAINAGE PLANS AND PROFILE 15 SD-2 43RD AVE NE STORM DRAINAGE PLANS AND PROFILE 16 SD-3 STORM DRAINAGE DETAILS 17 - 18 ADA-1 - ADA-2 ACCESSIBILITY DETAILS 19 - 24 PM-01 - PM-06 PAVEMENT MARKING AND SIGNAGE PLANS 25 - 26 IL-01 - IL-02 ILLUMINATION PLAN 27 - 29 TS-01 - TS-03 FIBER AND RRFB PLAN VICINITY MAP Call N.T.S. before you D g. 8-1-1 or 1-800-424-5555 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - CVR DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 01 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM COVER SHEET 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET 74+00 43RD AVENUE NE 400.00' N1Â° 35' 20"E 172ND HOLDINGS LLC 31052100304800 CORP OF PRESIDING BISHOP OF LDS 73+00 31052100304300 46.00' STA:4+14.86, 78.00' LT STA:3+68.91, 74.49' LT 30.00' 16.00' STA:4+28.86, 78.20' LT PROPOSED RIGHT-OF-WAY STA:2+16.33, 40.00' LT (2,150 SF) STA:4+57.27, 50.00' LT STA:3+36.03, 54.00' LT 172ND HOLDINGS LLC 31052100304800 STA:2+76.35, 54.00' LT PROPOSED RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY (13,310 SF) (125 SF) WSDOT ROW 72+00 WSDOT ROW BP: 0+00.00 54.00' 172ND ST NE STA: 4+00 = 40.00' 43RD AVE NE STA: 71+46.00 0+00 PI: 4+00.00 1+00 (STA: 176+10.33 PER WSDOT 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 172ND ROW PLANS) 86.00' 400.00' 4+00 PI: 71+46.00 5+00 80.00' S87Â° 34' 26"E 6+00 N 423183.60 2610.44' 7+00 8+00 E 1313201.08 9+00 50.00' 10+00 50.00' 30.00' 11+00 90.7Â° 89.3Â° 172ND ST NE WSDOT ROW STA:1+10.57, 46.00' RT WSDOT ROW 71+00 STA:1+10.62, 50.00' RT STA:3+31.56, 50.00' RT WAL-MART STORES INC HERITAGE BANK STA:4+74.68, 30.00' RT 31052800207000 31052800207000 AHBL #102 AMAZON.COM SERVICES LLC N 423135.39 31052800100500 STA:3+69.07, 82.69' RT E 1313663.02 AHBL #103 EL: 125.47 PROPOSED RIGHT-OF-WAY N 423123.27 NAIL AND WASHER (20,718 SF) E 1314257.93 68.00' STA:4+36.88, 67.68' RT EL: 123.64 NAIL AND WASHER PROPOSED RIGHT-OF-WAY (443 SF) 70+00 32.00' 36.00' HERITAGE BANK NOTES ALIGNMENT LEGEND 31052800207000 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. 1732490 (TITLE 202151-SC, ITEM 10) 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE 1146.00' CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER N1Â° 41' 03"E WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM 69+00 CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. 43RD AVENUE NE TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 2 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT SET REBAR AND CAP LUMINAIRE 1" = 40 FEET BASIS OF BEARING FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT N1Â° 35' 20"E DECIDUOUS TREE AS NOTED SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW CORP OF PRESIDING ROOF DRAIN BISHOP OF LDS 73+00 CABLE RISER STRAIGHT ARROW 31052100304300 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 10+00 50.00' 30.00' 11+00 172ND ST NE WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 3 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 29 TRAVIS HALE SURVEY CONTROL PLANS 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. PROTECT EXISTING 400.00' STORM DRAINAGE N1Â° 35' 20"E 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 CORP OF PRESIDING 11 EXISTING SIGN TO BE RELOCATED. BISHOP OF LDS 73+00 31052100304300 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. 3 OUTSIDE OF ROW WSDOT ROW 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN TREES 54.00' 13 STORM DRAINAGE 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' 2+00 16 S87Â° 34' 30"E 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 10+00 50.00' 5 30.00' 11+00 172ND ST NE WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 11 16 5 2 13 12 5 9 14 3 6 17 8 3 1 17 PROTECT EXISTING WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG HYDRANT 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 4 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 5 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM EROSION CONTROL DETAILS 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY CL ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) VARIES 3' PAVED SPLITTER ISLAND 3' PAVED 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 8' SIDEWALK BUFFER PAVEMENT WIDTH VARIES WIDTH VARIES PAVEMENT WIDTH VARIES BUFFER 10' (TYPICAL) SIDEWALK 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 1.5% 1.5% 1' VARIES 1' 1.5% 1.5% 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) VARIES VARIES NOT STEEPER THAN 4H:1V NOT STEEPER 6 NOT USED THAN 4H:1V 4 10 10 4 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER 14 13 13 14 3 8 8 3 8 3 2 1 10 1 2 3 8 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 3 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) NE 172ND ST SECTION A NE 172ND ST STA: 1+62.13 TO STA: 3+40.03 10 0.90' CEMENT CONCRETE PAVEMENT, PIGMENTED TEXTURED A NOT TO SCALE 11 0.67' CEMENT CONCRETE PAVEMENT, PIGMENTED TEXTURED 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR ROADWAY CL 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% BUFFER WIDTH 17 2' QUARRY SPALLS SHOULDER VARIES 3' MIN. LANE LANE WIDTH 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 5' SIDEWALK WIDTH VARIES WIDTH VARIES VARIES 1.5% VARIES VARIES NOT STEEPER 1 MATCH EXISTING NOT STEEPER 30.0' PAVEMENT ELEVATION THAN 4H:1V THAN 4H:1V 4 13 14 8 13 14 14 13 2 1 1 2 3 1 2 SAWCUT LINE PER PLAN EXISTING PAVEMENT SECTION 43RD AVE NE ROADWAY SECTION B 43RD AVE NE STA: 72+72.13 TO STA: 73+18.31 B NOT TO SCALE ASPHALT PAVEMENT GRIND AND INLAY 1 NOT TO SCALE CENTER OF ROUNDABOUT TRUCK APRON CENTRAL ISLAND TRUCK APRON CIRCULATING ROADWAY CIRCULATING ROADWAY WIDTH VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES 3' PAVED 3' PAVED 8' SIDEWALK BUFFER BUFFER 10' (TYPICAL) SIDEWALK VARIES VARIES 1.5% 1.5% 2.0% 2.0% 1.5% 1.5% 3% MAX 3% MAX NOT STEEPER THAN 4H:1V NOT STEEPER THAN 4H:1V 17 4 10 10 4 14 13 3 2 3 7 10 9 9 10 7 3 2 3 13 14 8 1 1 8 CENTER OF ROUNDABOUT SECTION C C NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY CL EXISTING SIDEWALK TO REMAIN WIDTH VARIES BUFFER VARIES WIDTH VARIES SPLITTER ISLAND PAVEMENT WIDTH VARIES WIDTH VARIES LANE WIDTH VARIES 4' BUFFER 5' SIDEWALK ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 1' VARIES 1' 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 1.5% VARIES VARIES NOT STEEPER THAN 4H:1V 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 4 13 14 14 13 14 13 8 8 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 8 3 2 1 11 1 2 3 8 12 43RD AVE NE ROADWAY SECTION D 6 NOT USED 43RD AVE NE STA: 69+57.01 TO STA: 70+73.84 D NOT TO SCALE 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER ROADWAY CL 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) EXISTING LANE 10 0.90' CEMENT CONCRETE PAVEMENT, PIGMENTED TEXTURED WIDTH VARIES 12' LANE 4' BUFFER 5' SIDEWALK 11 0.67' CEMENT CONCRETE PAVEMENT, PIGMENTED TEXTURED 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 1.5% 13 0.33' TOP SOIL, TYPE A NOT STEEPER THAN 4H:1V 14 SEEDING, FERTILIZING, AND MULCHING 4 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 14 13 14 13 18 8 3 2 1 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 43RD AVE NE ROADWAY SECTION E 43RD AVE NE STA: 68+24.06 TO STA: 69+57.01 17 2' QUARRY SPALLS E NOT TO SCALE 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY ROADWAY CL VARIES 4' ASPHALT PAVEMENT SPLITTER ISLAND PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1' VARIES 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 THAN 4H:1V 13 14 3 2 1 1 2 3 14 13 15 13 14 NE 172ND ST SECTION F 16 NE 172ND ST STA: 4+82.83 TO STA: 6+65.43 F NOT TO SCALE ROADWAY CL 4' ASPHALT PAVEMENT PAVEMENT 4' SHOULDER WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 THAN 4H:1V 13 14 2 1 1 2 3 14 13 15 13 14 NE 172ND ST SECTION G NE 172ND ST STA: 6+65.43 TO STA: 8+77.23 16 G NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 7 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 8 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM CURB DETAILS 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PAVING LEGEND N SAWCUT LINE SEE RM-1 GRAPHIC SCALE 0.15' GRIND AND INLAY SEE XS-1 0 20 40 80 HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 1" = 40 FEET PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 74+00 PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 43RD AVENUE NE CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 PAVING NOTES CURB 1 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER (RC&G) WSDOT STD. PLAN F-10.18 3' SMOOTH CURB 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. TRANSITION CURB 2 ROUNDABOUT CEMENT 172ND HOLDINGS LLC 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL CONCRETE CURB AND GUTTER WSDOT STD. PLAN F-10.18 31052100304800 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM L35 CAPABLE OF PERFORMING SUCH WORK. ROUNDABOUT CENTRAL ISLAND CORP OF PRESIDING L38 BISHOP OF LDS B 73+00 CEMENT CONCRETE CURB WSDOT STD. PLAN F-10.18 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL 31052100304300 XS-1 PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE *ROUNDABOUT SPLITTER ISLAND L39 C41 LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' NOSING CURB WSDOT STD. PLAN F-10.18 C26 CRUSHED SURFACING BASE COURSE (CSBC). 2 L37 L33 **DETECTABLE WARNING SURFACE WSDOT STD. PLAN F-45.10 ADA-1 C35 2 3' SMOOTH CURB TRANSITION 2 L32 ADA-1 *CONTRACTOR SHALL MODIFY ROUNDABOUT SPLITTER ISLAND NOSING CURB HEIGHT TO MATCH ADA-2 BIORETENTION CELL SPLITTER ISLAND HEIGHT 172ND HOLDINGS LLC C39 C C25 REFER TO SHEETS 31052100304800 1 XS-1 SD-1 TO SD-3 ADA-2 A C38 F XS-1 C42 C37 C36 XS-2 G 2 3 XS-2 WSDOT ROW L30 ADA-2 ADA-1 L41 72+00 WSDOT ROW C43 4 C47 C2 ADA-2 0+00 L1 L43 C24 6 1+00 C1 C23 2+00 ADA-2 C45 5+00 TYPE 2 MAINTENANCE PULLOUT C5 C3 4+00 5 C6 C34 ADA-2 6+00 L27 3+00 3' SMOOTH CURB TRANSITION C4 C48 C32 7+00 L44 C33 L36 8+00 L25 C7 C29 L26 9+00 C31 L8 C27 10+00 C28 11+00 L10 172ND ST NE C44 WSDOT ROW C22 L23 L24 C21 EDGE OF PAVEMENT LINE TABLE C8 WSDOT ROW 7 1 8 71+00 4 L21 CAVFS ADA-2 ADA-1 ADA-2 ADA-1 REFER TO SHEETS Line # Length Direction L15 C15 SD-1 TO SD-3 WAL-MART STORES INC C13 31052800207000L1 42.45 S87Â° 34' 25.17"EHERITAGE BANK 31052800207000 172ND ST NE STA: 4+00 = C9 C20 L8 75.97 N82Â° 05' 07.75"E 43RD AVE NE STA: 71+46.00 C16 L10 13.12 S54Â° 22' 21.86"E C12 9 ADA-2 L15 15.69 S83Â° 11' 56.36"E 4 AMAZON.COM SERVICES LLC L16 84.72 S4Â° 52' 40.25"W ADA-1 31052800100500 4 L17 3.11 N16Â° 54' 10.65"E C10 ADA-1 L16 L18 185.79 N3Â° 06' 04.21"E D 70+00 EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE XS-2 L21 7.43 N78Â° 11' 30.45"E Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length HERITAGE BANK 3' SMOOTH CURB TRANSITION C19 L23 140.27 S89Â° 28' 06.31"E 31052800207000 C1 133.37 514.22 14.86 N84Â° 18' 59"E 133.00 C18 13.98 4.76 168.35 N84Â° 04' 38"W 9.46 C34 1.90 1.00 109.02 S62Â° 54' 27"W 1.63 L24 226.91 N89Â° 14' 44.19"E C2 6.44 3.25 113.49 S41Â° 37' 25"E 5.44 C19 60.86 1584.88 2.20 N7Â° 16' 43"E 60.85 C35 46.79 151.00 17.75 S20Â° 32' 02"E 46.60 C11 C18 L25 15.58 N82Â° 51' 07.10"W 3 C3 21.49 74.32 16.57 S9Â° 25' 12"W 21.41 C20 112.80 90.00 71.81 N39Â° 00' 27"E 105.56 C36 6.69 3.00 127.84 S34Â° 30' 37"W 5.39 ADA-1 L26 5.50 S7Â° 08' 52.90"W C4 2.03 1.00 116.10 S59Â° 11' 20"W 1.70 C21 52.21 389.00 7.69 N78Â° 45' 32"E 52.17 C37 20.99 88.85 13.54 S87Â° 13' 47"W 20.94 L27 225.43 N82Â° 51' 07.10"W C5 72.72 113.50 36.71 N81Â° 06' 48"W 71.48 C22 54.34 385.00 8.09 N86Â° 38' 53"E 54.30 C38 2.15 1.00 123.32 N37Â° 52' 42"W 1.76 L18 L30 32.07 N45Â° 27' 02.62"W C6 103.59 499.00 11.89 S86Â° 28' 45"W 103.40 C23 82.13 322.00 14.61 S89Â° 50' 40"W 81.90 C39 34.48 81.00 24.39 N11Â° 35' 19"E 34.22 L32 14.56 N61Â° 16' 55.50"E 69+00 C7 67.61 87.51 44.27 S76Â° 30' 28"E 65.94 C24 81.70 90.00 52.01 N71Â° 27' 23"W 78.92 C41 2.95 1.00 168.95 N83Â° 52' 10"E 1.99 L33 12.41 N89Â° 59' 29.05"W C8 45.98 107.81 24.43 S41Â° 16' 54"E 45.63 C25 45.06 120.00 21.51 N34Â° 41' 39"W 44.79 C42 73.28 55.00 76.34 S36Â° 45' 40"W 67.98 L35 25.46 N3Â° 00' 00.00"W C9 19.73 50.00 22.61 S17Â° 45' 37"E 19.60 C26 36.50 116.95 17.88 N11Â° 56' 27"W 36.36 C43 88.10 323.00 15.63 S83Â° 24' 11"W 87.83 E L36 75.94 S89Â° 37' 43.22"E XS-2 C10 85.16 368.54 13.24 S0Â° 09' 50"W 84.98 C27 25.91 71.93 20.64 S18Â° 43' 05"W 25.77 C44 128.63 56.47 130.51 N72Â° 32' 42"E 102.57 L37 13.98 N0Â° 36' 15.98"W C11 24.33 20.00 69.70 S41Â° 38' 04"W 22.86 C28 2.32 1.00 132.79 S37Â° 21' 26"E 1.83 C45 4.60 5.00 52.67 N19Â° 02' 34"W 4.44 L38 13.47 S12Â° 32' 03.60"E 43RD AVENUE NE 10 C12 48.55 115.26 24.14 N3Â° 15' 18"W 48.20 C29 104.18 413.00 14.45 N83Â° 28' 25"E 103.91 C47 121.81 53.58 130.26 S66Â° 08' 46"W 97.22 ADA-2 L39 34.41 S1Â° 24' 26.19"E WAL-MART STORES INC L17 C13 5.61 3.00 107.23 N43Â° 11' 11"E 4.83 C31 8.85 3.00 169.02 N5Â° 51' 49"E 5.97 C48 3.77 5.00 43.22 S20Â° 35' 38"E 3.68 L41 49.59 S74Â° 57' 15.73"W 00930300000301 3' SMOOTH CURB TRANSITION C15 1.95 1.00 111.54 S27Â° 25' 42"E 1.65 C32 114.28 299.00 21.90 N89Â° 35' 37"W 113.58 L43 22.86 N45Â° 22' 37.48"W C16 26.64 71.00 21.50 S17Â° 35' 38"W 26.48 C33 59.30 89.51 37.96 N81Â° 33' 45"W 58.22 68+00 L44 11.14 S42Â° 12' 05.69"E REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 9 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 GENERAL NOTES 1" = 20 FEET OUTSIDE AND MIDDLE APRON CONCRETE PANELS: DOWEL BARS 1 PER STANDARD PLAN A-40.10-04, NO TIE-BARS. CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB 2 AND GUTTER: STANDARD PLAN F-10.18. CURB 3 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER: STANDARD PLAN F-10.18. 3 ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 5-05 OF WSDOT STANDARD SPECIFICATIONS 43RD AVENUE NE 72+00 2 1 15.0Â° (TYP.) 2+00 3+00 172ND ST NE 4+00 5+00 6+00 3 1 71+00 43RD AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 10 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TRUCK APRON JOINTING DETAIL 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 124 3Î”/4 THREE-QUARTER POINT NOTES 125 PT POINT OF TANGENCY 125 1" = 20 FEET PRC POINT OF REVERSE CURVE 1. FINISHED AND EXISTING GRADE PROFILE PCC POINT OF COMPOUND CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY FG FINISHED GRADE ELEVATION CENTERLINE AND DO NOT REFLECT THE EG EXISTING GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR TC TOP OF CURB ELEVATION PROPOSED GRADES. FL FLOWLINE ELEVATION 43RD AVENUE NE BIORETENTION CELL REFER TO SHEETS FG: 125.12 SD-1 TO SD-3 FG: 125.00 FG: 126.03 FG: 125.97 FG: 125.00 FG: 124.88 FG: 125.85 FG: 125.52 FG: 126.10 FG: 125.40 FG: 125.13 124 FG: 125.98 FG: 125.69 FG: 125.01 FG: 125.93 FG: 125.57 FG: 125.85 FG: 126.17 FG: 125.82 MATCHLINE STA 7+00 SHEET FG: 125.75 PC 124 FG: 126.36 FG: 125.03 FG: 125.62 FL: 124.63 GRADE BREAK FL: 125.47 125 72+00 FL: 125.70 126 LOW POINT FG: 126.18 EG: 124.99 126 FL: 124.58 FL: 124.50 124 PT Î”/2 FG: 125.99 FL: 125.68 EG/TC: 124.96 Î”/2 FL: 124.92 PRC FL: 125.09 125 EG/FL: 124.46 126 PC Î”/4 FL: 125.48 FL: 125.15 125 HIGH POINT PRC PRC GRADE BREAK FL: 126.35 FL: 125.01 FL: 125.40 FL: 126.29 PC FG: 126.16 FG: 126.01 FG: 125.86 FG: 125.70 FL: 125.60 3Î”/4 FL: 125.34 FL: 125.03 FG: 125.54 HIGH POINT FL: 125.62 FG: 125.39 EG: 124.98 125 FL: 126.10 FL: 125.20 3Î”/4 PRC 126 FL: 126.52 Î”/4 FG: 125.59 EG: 124.95 PC Î”/2 3Î”/4 FL: 125.69 FL: 125.11 FL: 125.81 EG/FL: 125.13 FL: 125.08 FL: 125.03 FL: 125.76 127 FL: 126.69 HIGH POINT Î”/2 3Î”/4 1+00 FL: 126.00 FL: 125.96 PRC Î”/4 PT Î”/4 Î”/2 128 Î”/2 3Î”/4 FL: 125.47 FL: 125.31 FL: 125.16 LOW POINT 2+00 FL: 126.75 FL: 125.93 FL: 125.77 FL: 125.62 FL: 125.523Î”/4 FL: 125.26 HIGH POINT LOW POINT FL: 125.00 FL: 125.20 FL: 125.67 126 3+00 GRADE BREAK HIGH POINT PRC Î”/2 172ND ST NE FL: 125.49 FL: 127.65 FL: 126.81 FL: 126.44 PRC 3Î”/4 PRC FL: 125.64 4+00 FL: 126.19 CROWN FG: 125.68 PC Î”/4 PRC FG: 128.84 PRC FL: 126.04 Î”/4 Î”/2 FL: 125.50 PCC Î”/4 HIGH POINT 5+00 PRC 126 FL: 125.68 EG/FL: 125.00 FL: 125.05 FL: 125.08 FL: 125.96 Î”/2 FL: 125.55 PRC FL: 126.54 FL: 126.33 FL: 125.86 FL: 125.63 FL: 126.10 FL: 125.83 FL: 125.47 6+00 Î”/2 PC Î”/2 FL: 125.50 FL: 125.23 125 Î”/4 Î”/2 FL: 125.43 GRADE BREAK 7+00 HIGH POINT FL: 125.41 FL: 125.17 3Î”/4 PRC FL: 125.43 Î”/2 FL: 126.48 FL: 125.65 FL: 125.40 GRADE BREAK FL: 126.44 EG/TC: 124.80 FL: 124.93 LOW POINT FL: 125.18 LOW POINT FL: 126.53 PC EG/FL: 124.30 125 FL: 124.52 126 FL: 125.97 Î”/4 Î”/2 3Î”/4 PT FL: 125.54 CROWN FG: 125.74 FL: 125.08 PT GRADE BREAK PRC FL: 126.07 FL: 125.96 FL: 125.85 FL: 125.74 FL: 125.61 FL: 125.50 FL: 124.69 PRC FG: 125.24 126 FL: 126.17 GRADE BREAK PRC FL: 126.26 126 FL: 126.18 FL: 125.48 LOW POINT EG: 124.95 FL: 124.59 FL: 127.23 FL: 126.33 PT PC Î”/2 PT FL: 125.43 FG: 126.02 FG: 125.66 PC FL: 125.55 EP: 125.42 EP: 125.38 EP: 125.27 EP: 125.02 FG: 125.22 Î”/2 EP: 125.08 125 EG: 125.10 FG: 126.17 FG: 125.81 FL: 124.50 125 125 FG: 125.30 Î”/4 FL: 125.86 FL: 126.30 Î”/2 PP-2 TC: 125.88 FG: 125.39 FG: 125.07 FL: 124.44 GRADE BREAK 126 FL: 125.78 EG: 125.11 FG: 125.15 Î”/2 71+00 FL: 125.55 PCC EP: 125.15 FG: 125.57 FG: 124.97 FL: 124.38 HIGH POINT FG: 125.05 LOW POINT EG: 125.10 FG: 125.05 FL: 126.00 FG: 125.93 CAVFS EP: 124.82 FG: 124.95 FG: 126.38 FG: 124.76 REFER TO SHEETS FG: 124.70 FG: 125.04 FG: 124.50 FG: 124.88 125 SD-1 TO SD-3 FG: 124.83 125 FG: 124.89 FG: 124.82 124 FG: 124.75 126 FG: 124.55 FG: 124.86 FG: 124.27 125 FG: 124.45 FG: 126.08 FG: 126.52 FG: 124.57 FG: 126.11 FG: 126.19 FG: 126.22 FG: 124.37 FG: 124.09 FG: 124.27 125 FG: 124.39 124 MATCHLINE STA 7+00 SHEET 43RD AVENUE NE 130 128 PROPOSED GRADE AT ROW CENTERLINE 126 EXISTING GRADE AT 124 ROW CENTERLINE 122 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 120 FG FG FG FG 125.41 FG 125.41 FG 125.53 FG 125.78 FG 125.86 FG 125.55 FG 125.41 FG 125.51 FG 126.15 FG 127.80 FG 128.51 FG 127.16 FG 126.62 FG 126.67 FG 126.19 FG 126.03 FG 126.18 FG 126.01 FG 125.84 FG 125.84 FG 125.66 FG 125.79 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00PP-2 172ND ST NE PROFILE SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 11 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 LEGEND PC POINT OF CURVATURE 1" = 20 FEET Î”/4 QUARTER POINT NOTES Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION EG EXISTING GRADE ELEVATION MATCHLINE STA 6+50 SHEET TC TOP OF CURB ELEVATION 124 FL FLOWLINE ELEVATION 124 FG: 125.97 FG: 125.71 125 FG: 126.04 124 FG: 125.84 FG: 125.99 FG: 125.34 FG: 124.88 FG: 125.90 FG: 125.62 FG: 124.32 FL: 125.33 FG: 124.14 124 FG: 125.33 FL: 125.45 FG: 125.25 FL: 125.58 FG: 124.45 FL: 125.51 EG: 124.36 HIGH POINT FL: 125.22 FL: 125.65 7+00 CROWN FG: 125.89 CROWN FG: 125.90 FG: 125.04 FL: 124.51 8+00 FL: 124.93 FL: 124.64 9+00 EG/EP: 123.72 CROWN FG: 125.99 HIGH POINT CROWN FG: 125.61 10+00 CROWN FG: 125.79 CROWN FG: 126.05 CROWN FG: 125.02 CROWN EG: 124.70 11+00 HIGH POINT CROWN FG: 125.31 125 EG: 124.28 EG: 124.16 EG: 124.08 EG: 124.05 ANGLE POINT EP: 125.48 EP: 124.04 EP: 125.28 EP: 125.05 EP: 124.76 EP: 124.47 PP-1 EP: 125.36 EP: 125.34 172ND ST NE EP: 124.15 EP: 124.10 EP: 123.98 EG/EP: 123.94 EP: 124.42 EP: 125.41 FG: 125.09 FG: 125.16 FG: 125.02 FG: 124.73 FG: 124.44 FG: 123.83 FG: 123.78 FG: 123.72 FG: 123.62 FG: 124.96 FG: 124.15 FG: 123.66 125 FG: 124.86 124 FG: 124.10 FG: 123.44 FG: 123.37 FG: 123.29 FG: 123.21 FG: 124.68 FG: 124.80 FG: 124.72 FG: 124.41 FG: 123.78 FG: 123.26 FG: 123.19 FG: 123.11 FG: 124.23 FG: 123.15 FG: 124.50 FG: 124.62 FG: 124.54 FG: 123.92 FG: 123.60 FG: 124.68 124 MATCHLINE STA 6+50 SHEET FG: 123.03 FG: 122.97 130 128 PROPOSED GRADE AT ROW CENTERLINE 126 EXISTING GRADE AT 124 ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 122 120 FG FG FG FG FG FG FG FG FG FG 125.79 FG 125.89 FG 125.99 FG 125.90 FG 125.61 FG 125.31 FG 125.02 FG 124.71 PP-17+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 12 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE LEGEND GRAPHIC SCALE PC POINT OF CURVATURE 0 10 20 40 N Î”/4 QUARTER POINT Î”/2 MIDPOINT 3+00 3Î”/4 THREE-QUARTER POINT NOTES 1" = 20 FEET PT POINT OF TANGENCY 1. FINISHED AND EXISTING GRADE PROFILE PRC POINT OF REVERSE CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY PCC POINT OF COMPOUND CURVE CENTERLINE AND DO NOT REFLECT THE FG FINISHED GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR EG EXISTING GRADE ELEVATION PROPOSED GRADES. 125 125 TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION END CURB TRANSITION PC FL: 124.74 FL: 124.63 FG: 124.82 PCC FG: 125.00 FG: 124.75 HIGH POINT EG: 124.90 FG: 124.76 FG: 125.12 BEGIN CURB TRANSITION Î”/4 EG: 124.78 FG: 124.70 FL: 124.77 FL: 124.51 3Î”/4 FG: 124.65 FG: 125.25 EG/TC: 124.97 EG: 125.16 Î”/2 LOW POINT PCC EG/FL: 124.53 EG: 125.16 FL: 124.28 FL: 124.05 FL: 124.15 Î”/2 FG: 125.38 FL: 124.38 FG: 125.30 FG: 125.15 FG: 125.00 EG: 124.53 FG: 125.42 EG: 124.89 FG: 124.69 FG: 125.22 FG: 125.07 FG: 124.93 Î”/4 FG: 125.13 FG: 125.30 FL: 124.59 Î”/4 126 EG: 124.90 END CURB TRANSITION Î”/4 EG: 125.12 FL: 124.31 FL: 124.39 PCC FL: 124.76 EG: 125.23 3Î”/4 FL: 124.25 EG/TC: 124.88 EG: 124.76 Î”/4 Î”/2 FG: 124.58 125 FG: 125.26 FL: 124.71 Î”/2 FG: 124.63 Î”/2 EG/FL: 124.38 EG: 124.90 125 FL: 124.97FL: 124.86 3Î”/4 PCC FL: 124.47 Î”/2 PRC FL: 124.89 EG: 124.43 68+00 Î”/2 FL: 124.74 FL: 124.20 FL: 124.64 69+00 FL: 124.65 PRC FL: 124.62 PRC Î”/2 HIGH POINT EG: 124.49 FL: 125.09 70+00 FL: 124.57 FL: 125.00 PT FL: 124.64 3Î”/4 FL: 124.82 FL: 124.66 ANGLE POINT BEGIN CURB TRANSITION CROWN EG: 125.35 71+00 FL: 124.98 Î”/2 FL: 124.51 FL: 124.42 END CURB TRANSITION Î”/2 72+00 FL: 125.36 PRC PRC FL: 124.46 FL: 125.61 43RD AVENUE NE PRC 73+00 CROWN EG: 124.75 FL: 125.45 FL: 125.17 FL: 124.64 4+00 PRC FL: 125.37 FL: 125.25 PT FL: 125.11 FL: 125.09 EG: 125.77 FG: 126.10 FL: 125.24 125 FL: 124.61 PT FL: 125.34Î”/2 CROWN FG: 125.02 FL: 124.86 PC FL: 124.75 FL: 125.29 BEGIN CURB TRANSITION LOW POINT FL: 124.64 PRC 43RD AVENUE NE EG/FL: 125.63 FG: 125.94 FL: 125.28 FL: 124.52 FL: 124.88 PT FL: 125.04 EG/TC: 126.13 FL: 125.10 FL: 124.93 EG: 124.96 FL: 124.57 PRC 126 PRC Î”/2 FL: 125.14 CROWN FG: 124.86 FL: 124.78 FL: 124.66 PRC FL: 125.24 FL: 125.09 FG: 125.67 FL: 124.38 PC PRC FL: 125.01 Î”/2 EG: 126.16 FG: 125.49 FG: 125.32 FL: 124.28 LOW POINT FL: 124.79 Î”/2 Î”/2 PRC PRCFL: 125.20 FL: 125.22 EG: 124.34 FL: 124.14 FL: 124.90 Î”/2 FL: 125.21 FL: 125.14 128 PRC EP: 124.44 EG: 126.23 FG: 125.84 FL: 125.11 3Î”/4 PT Î”/4 FL: 125.21 Î”/4 EP: 124.62 FG: 126.18 FG: 125.91 FG: 125.74 FG: 125.40 FG: 125.17 EP: 124.76 Î”/2 EP: 124.54 FL: 125.22 PC FG: 126.01 FG: 125.57 FG: 125.25 FG: 124.96 FG: 124.77 PC EP: 124.83 EP: 124.69 FG: 125.03 FG: 124.84 Î”/2 127 127 FL: 125.32 PT FG: 124.67 Î”/4 FL: 124.76 FL: 124.90 FG: 124.75 FL: 124.22 3Î”/4 FL: 125.01 FG: 125.14 3Î”/4 FG: 125.49 FG: 125.29 FL: 125.47 FL: 125.38 FG: 125.67 FG: 125.76 FG: 125.85 FG: 126.03 126 FG: 125.59 FG: 125.91 FG: 125.77 PCC 172ND ST NE FG: 125.70 HIGH POINT FL: 126.00 FG: 125.88 FG: 126.38 FG: 126.52 5+00 128 128 PROPOSED GRADE AT ROW CENTERLINE 126 126 124 124 EXISTING GRADE AT ROW CENTERLINE 122 122 120 120 118 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 118 116 116 FG FG FG FG FG FG FG FG FG 125.27 FG 125.35 FG 124.79 FG 124.54 FG 124.54 FG 124.78 FG 125.27 FG 125.95 FG 127.88 FG 126.17 FG 125.54 FG 125.33 FG 125.11 FG 124.92 FG 124.76 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 43RD AVE NE PROFILE SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 13 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 43RD AVE NE PLAN AND PROFILE 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED SDCB #14 (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER SDCB #13 73+00 BOTTOM AREA = 3,668 SF 1 N OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' SDCB #10 BOTTOM WIDTH = 10' SD-3 BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT WITH RIP RAP MAX W.S. ELEVATION = 123.25 0 20 40 80 STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. IE: 123.00 8" (SW) TOP ELEVATION = 123.75 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT BIORETENTION INLET #2 125 WITH RIP RAP 1" = 40 FEET STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE SDCB #12 43RD AVENUE NE BIORETENTION INLET #3 IE: 123.00 8" (S) CURB AND GUTTER. 125 WITH RIP RAP 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 124 IE: 123.00 8" (SW) SDCB #11 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS SDCB #2 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED BIORETENTION INLET #1 WITH RIP RAP AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT IE: 123.00 8" (S) STANDARD SPEC 9-05.24 AND AASHTO M330). 126 126 72+00 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT 126 172ND ST NE 125 OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. 124 0+00 125 124 1+00 2+00 125 3+00 SDCB #9 4+00 124 5+00 125 6+00 EX. STCB #3938 SDCB #1 128 7+00 127 8+00 9+00 10+00 126 SDCB #8 11+00 126 126 125 172ND ST NE 125 SDCB #7 71+00 124 125 SDCB #3 COMPOST-AMENDED VEGETATED 2 LEGEND 124 FILTER STRIPS (CAVFS) SD-3 PROPOSED RIGHT-OF-ROW STORM SEWER PIPE SDCB #4 SDCB #5 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 70+00 5'x6'x1' DEEP HAND PLACED RIPRAP 125 COMPOST-AMENDED VEGETATIVE FILTER STRIP SDCB #15 (CAVFS) SDCB #16 43RD AVENUE NE BIORETENTION FACILITY 130 130 SDCB #10, TYPE 1 STA 72+39.11, 35.82' RT 62 LF 12" CPEP @ 0.24% RIM: 125.00 73 LF 12" CPEP @ 0.24% IE: 123.25 8" (NE) 80 LF 12" CPEP @ 1.00% 45 LF EX. 12" CPEP @ 2.15% 31 LF 8" CPEP @ 0.82% 125 125 130 LF 8" CPEP @ 0.44% 135 LF 12" CPEP @ 0.24% 31 LF 8" CPEP @ 0.75% 31 LF 8" CPEP @ 1.04% 120 120 SDCB #7, TYPE 1 SDCB #1, TYPE 1 SDCB #4, TYPE 1 STA: 4+68.56, 61.62' RT SDCB #8, TYPE 1 STA: 2+97.25, 19.56' RT RIM: 125.32 SDCB #9, TYPE 1 STA: 8+11.41, 15.03' LT STA: 3+84.05, 111.88' RT RIM: 125.19 RIM: 124.03 IE: 123.57 8" (NE) STA: 6+36.57, 29.47' LT RIM: 125.07 IE: 121.06 12" (W) IE: 121.38 12" (N) RIM: 124.98 IE: 123.32 8" (N) IE: 123.23 8" (N) IE: 121.06 12" (NE) IE: 121.38 12" (E) IE: 121.06 12" (SE) IE: 121.38 12" (S) 115 115 EX. STCB #3938, EXISTING TYPE 1 SDCB #3, TYPE 1 ADJUST RIM TO GRADE SDCB #2, TYPE 1L STA: 3+60.66, 54.88' RT STA: 1+63.25, 33.08' RT STA: 3+31.82, 52.44' LT RIM: 124.36 RIM: 124.28 RIM: 124.49 IE: 121.23 12" (NW) IE: 120.64 12" (W) IE: 121.86 12" (SW) IE: 121.23 12" (S) IE: 120.74 12" (E) NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE 110 110 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.86FG 125.55FG 125.41FG 125.51FG 126.15FG 127.80FG 128.51FG 127.16FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.71 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 14 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 29 TRAVIS HALE DRAINAGE PLAN AND PROFILE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE GRAPHIC SCALE 0 20 40 80 N 1" = 40 FEET SDCB #1 3+00 SDCB #2 EX. STCB #5011 SDCB #3 SDCB #15 SDCB #11 EX. STCB #661 10 LF 12" CPEP @ 1.00% 125 SDCB #13 SDCB #16 SDCB #14 EX. STCB #9262 67+00 68+00 69+00 70+00 SDCB #4 71+00 SDCB #12 72+00 43RD AVENUE NE 73+00 74+00 7 LF 12" DI CL52 @ 0.67% 4+00 75+00 75+46 125 125 SDCB #5 128 43RD AVENUE NE 125 SDCB #6 SDCB #10 CONNECTION #1 127 CONNECT TO EXISTING PIPE 126 IE: 122.00 12" (E) BIORETENTION INLET #4 IE: 122.00 12" (W) SDCB #7 126 PROPOSED BIORETENTION CELL BOTTOM AREA = 3,668 SF 1 BOTTOM WIDTH = 10' SD-3 BOTTOM ELEVATION = 123.00 172ND ST NE 5+00 MAX W.S. ELEVATION = 123.25 126 TOP ELEVATION = 123.75 BIORETENTION INLET #3 GENERAL NOTES 130 130 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF EX. STCB #5011, EXISTING TYPE 1 51 LF 12" CPEP @ 0.50% SDCB #4, TYPE 1 SDCB #14, TYPE 1 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STA 68+60.83, 21.26' LT SDCB #5, TYPE 1 STA: 70+34, 17.40' LT STA 3+81.23, 161.22' LT OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER RIM: 125.68 RIM: 124.03 STA 70+32.17, 33.18' RT RIM: 124.37 OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' IE: 122.58 12" (N) IE IN: 121.38 (12"E) 47 LF 12" CPEP RIM: 124.11 IE: 121.77 12" (S) 74 LF EX. 12" CPEP @ 0.10% IE IN: 121.38 (12"S) @ 0.25% IE: 121.63 12" (W) IE: 121.77 12" (N) 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT IE OUT: 121.38 (12"N) STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 125 125 62 LF 12" CPEP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT 82 LF 12" CPEP @ 0.25% @ 0.24% 73 LF 12" CPEP @ 0.24% STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS 120 16 LF 12" CPEP @ 0.50% 120 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED SDCB #11, TYPE 1 AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT SDCB #13, TYPE 1 45 LF EX. 12" DI @ 1.97% SDCB #15, TYPE 1 STA: 72+04.40, 50.77' LT STANDARD SPEC 9-05.24 AND AASHTO M330). STA: 72+91.35, 13.19' LT STA: 3+72.74, 193.33' RT RIM: 124.60 SDCB #6, TYPE 1 RIM: 124.54 SDCB #3, TYPE 1 IE: 122.37 12" (NE) RIM: 124.51 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT STA: 69+05.91, 27.94' RT IE: 121.68 12" (E) IE: 121.85 12" (S) STA: 70+91.64, 40.05' LT 41 LF 12" CPEP @ 0.50% IE: 121.85 12" (N) OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN RIM: 125.04 RIM: 124.36 SDCB #16, TYPE 1 OF EXISTING OR PROPOSED GRADES. IE: 122.05 12" (W) IE: 121.23 12" (NW) SDCB #12, TYPE 1 61 LF 12" CPEP @ 0.50% 115 WITH SOLID LOCKING LID 115 EX. STCB #661, EXISTING TYPE 1 STA: 3+82.76, 193.49' RT IE: 121.23 12" (S) STA: 72+30.13, 18.57' LT EX. STCB #9262, EXISTING TYPE 1 LEGEND STA: 69+05.89, 21.08' LT RIM: 124.79 RIM: 124.90 STA: 73+81.08, 16.66' LT RIM: 125.12 IE: 121.58 12" (N) IE: 122.16 12" (SW) RIM: 124.70 IE: 121.70 12" (N) IE: 121.58 12" (S) IE: 122.16 12" (N) IE: 121.70 12" (S) PROPOSED RIGHT-OF-ROW IE: 121.72 12" (E) IE: 121.58 12" (W) IE: 121.69 12" (S) STORM SEWER PIPE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 110 110 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.27FG 125.35FG 124.79FG 124.54FG 124.54FG 124.78FG 125.27FG 125.95FG 127.88FG 126.17FG 125.54FG 125.33FG 125.11FG 124.92FG 124.76 5'x6'x1' DEEP HAND PLACED RIPRAP 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 BIORETENTION FACILITY 43RD AVE NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 15 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 43RD AVE NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 29 TRAVIS HALE DRAINAGE PLAN AND PROFILE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 0.5' MIN. SIDEWALK OR ASPHALT PAVEMENT PER PLAN TOP OF BANK FREEBOARD ELEVATION = 123.75 PONDING 1" LANDSCAPING DEPTH = 0.25' 4:1 MAX. 1 4 MAX SIDE SLOPE 4:1 BOTTOM ELEVATION = 123.00 18" MIN. BIORETENTION SOIL MEDIA (BSM) THICKNESS TO EXTEND TO THE EDGE OF BIORETENTION CELL. SEE SEE PROTECTION AND 10' BOTTOM BIORETENTION SOIL MIX NOTES. VERIFICATION NOTES WIDTH BELOW NATIVE SUBGRADE OR FREE DRAINING EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER DO NOT COMPACT NOTES: 1. SEE SHEET SD-1 FOR DIMENSIONS OF BIORETENTION CELL. 2. ABOVE THE MAXIMUM WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. PROTECTION: EXCAVATE BIORETENTION CELLS TO FINAL GRADE ONLY AFTER ALL DISTURBED AREAS IN THE UPGRADIENT PROJECT DRAINAGE AREA HAVE BEEN PERMANENTLY A STABILIZED. THE SIDEWALLS AND BOTTOM OF THE BIORETENTION CELLS EXCAVATION SHALL BE RAKED OR SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES AFTER FINAL EXCAVATION TO RESTORE INFILTRATION RATES. 0.5' DEPTH GRAVEL OR CRUSHED VERIFICATION: SURFACING LEVEL SPREADER PRIOR TO PLACEMENT OF BIORETENTION SOIL MEDIA (BSM) THE SUBGRADE SHALL BE FINISHED, SCARIFIED, AND MEET THE DESIGN INFILTRATION RATE. AT LEAST SEED, FERTILIZER AND MULCH FILTER STRIP SEED, FERTILIZER AND TWO VERIFICATION OF PERFORMANCE TESTS SHALL BE PERFORMED PRIOR TO MULCH FILTER STRIP THE RELEASE OF THE FINANCIAL GUARANTEE. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER. 6' BIORETENTION SOIL MIX NOTES: 1.75 INCHES OF COMPOST 1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE 2019 INCORPORATED INTO 6.25 INCHES OF STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, UNDER BMP T7.30. SOIL, MINIMUM 5% ORGANIC MATTER 2. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40 PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65 PERCENT), BY GRAVEL OR CRUSHED 2' SURFACING LEVEL SPREADER 1" VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS MIX. PAVEMENT SURFACE 4% 2.1. MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL MEET EDGE OF PAVEMENT THE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON BMP T7.30. 2.2. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT COMPOST. 2.3. ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT. 2.4. CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G DRY SOIL. ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: A 6' 2' Â· CEDAR GROVE COMPOSTING, WASHINGTON Â· OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE) ALTERNATIVE: LENGTH PER PLAN CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND APPROVED BY ENGINEER AND COUNTY. IF USING A CUSTOM BIORETENTION SOIL MIX, THE MEASURED (INITIAL) INFILTRATION SHALL BE LESS THAN 12 INCHES PER HOUR (ASTM D 2434) AT 85% COMPACTION (ASTM D 1557). THE DESIGN (LONG TERM) INFILTRATION RATE SHALL BE GREATER THAN 1 INCH PER HOUR. BIORETENTION CELL COMPOST-AMENDED VEGETATED FILTER STRIP 1 NOT TO SCALE 2 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 16 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM STORM DRAINAGE DETAILS 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N 1.50% GRAPHIC SCALE FL: 124.80 FG: 125.30 5' FG: 125.22 TC: 125.13 124 0 5 10 FG: 125.13 LEGEND 1" = 5 FEET 8' DETECTABLE WARNING FG: 124.83 FG FINISHED GRADE ELEVATION EG EXISTING GRADE ELEVATION 2.61% SURFACE PER WSDOT FG: 125.08 TC TOP OF CURB ELEVATION STANDARD PLAN F-45.10 FL FLOWLINE ELEVATION 1.50% 1.50% 125 125 124 FG: 124.95 125 125 TC: 124.90 TC: 124.91 FL: 124.90 10' FG: 125.23 FL: 124.91 TC: 125.58 0.91% 125 10' TC: 125.47 FL: 125.25 FL: 125.14 5.11% 1.50% 8' FG: 125.17 0.89% 7.87% 1.50% STA:72+46.49, 32.55' RT STA:72+44.71, 13.76' LT 43RD AVE NE 11.93' FG: 125.64 FG: 125.05 1.06% 1.50% 8' FG: 125.04 1.50% 125 FG: 125.57 DETECTABLE WARNING 1.50% SURFACE PER WSDOT 15.11' FG: 125.46 11' FL: 125.00 12' 2.74% STANDARD PLAN F-45.10 FL: 125.00 FG: 125.39 10' 8' TC: 125.00 TC: 125.00 1.52% 1.50% 0.95% TC: 125.42 6.98' 9.07' FG: 125.30 DETECTABLE WARNING 5.15% FG: 125.42 FL: 125.09 SURFACE PER WSDOT DETECTABLE WARNING FL: 125.37 STANDARD PLAN F-45.10 TC: 125.26 TC: 125.54 125 SURFACE PER WSDOT 10.92' FL: 124.93 STANDARD PLAN F-45.10 TC: 125.70 FL: 125.21 EG: 125.11 EG: 125.10 R2-R3-R4 RAMP DETAILS 2 SCALE: 1" = 5' R1 RAMP DETAIL FL: 124.20 1 SCALE: 1" = 5' 1.50% TC: 124.53 5' FG: 124.58 FG: 124.65 TC: 124.97 FL: 124.64 TC: 125.12 FL: 124.79 FG: 124.20 8' TC: 124.15 4.64% FL: 124.15 11.62' TC: 124.83 1.49% 1.50% FL: 124.50 4.93' EG: 125.16 125 EG: 125.16 DETECTABLE WARNING 0.10% SAWCUT LINE FG: 124.27 SURFACE PER WSDOT 9.6' 10.1' (TYP.) STANDARD PLAN F-45.10 125 DETECTABLE WARNING 10' DETECTABLE WARNING 8' SURFACE PER WSDOT SURFACE PER WSDOT 1.50% 10' 0.86% 5.73% 0.53% STANDARD PLAN F-45.10 STANDARD PLAN F-45.10 TC: 124.29 FG: 124.69 FL: 124.29 FG: 124.87 STA:70+49.92, 19.92' LT TC: 125.19 FG: 124.22 6.10% 1.50% FL: 124.69 FG: 125.02 FL: 124.57 FL: 124.66 FG: 124.65 FL: 124.10 5.48' 5' TC: 124.90 TC: 124.99 5' TC: 124.10 FG: 124.33 FG: 124.64 FG: 124.15 STA:70+41.53, 36.93' RT 1.50%FG: 124.48 1.00%1.10% TC: 124.64 8' FL: 124.64 DETECTABLE WARNING 10' 43RD AVE NE SURFACE PER WSDOT 6.00% STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE PER WSDOT TC: 124.19 1.00% STANDARD PLAN F-45.10 FL: 124.19 EG/TC: 124.97 TC: 124.38 2.59% STA:69+56.85, 25.47' LT FL: 124.05 EG/FL: 124.53 4.91' 10' TC: 124.58 FL: 124.58 EG: 124.78 EG: 124.90 1.50% 124 FG: 124.25 3 R12 RAMP DETAIL 43RD AVE NE SCALE: 1" = 5' FG: 124.38 3.03% 10.27' TC: 124.52 FL: 124.19 FG: 124.58 1.50% 5' FG: 124.66 R9-R10-R11 RAMP DETAILS 4 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 17 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. FG: 126.40 FG: 126.18 8' FG: 125.13 2.45% N FG: 124.92 12' 125 8' 1.50% FG: 126.11 10' FG: 125.06 8' 125 125 125 1.50% 1.50% 10' FG: 126.22 FG: 125.52 8' 1.50% 1.50% GRAPHIC SCALE FG: 126.00 2.67% FG: 125.54 FG: 125.01 TC: 126.18 0 5 10 TC: 125.09 FL: 125.85 FL: 124.59 FG: 124.80 8' 1.50% 1.50% 1.45% 0.75% 1" = 5 FEET 11.66' 5.53% TC: 124.97 2.88% 7.33% FL: 124.64 6' FG: 126.20 1.50% TC: 124.75 126 FG: 125.45 FG: 124.94 FL: 124.75 126 2.00% FG: 125.40 4' STA:3+10.24, 46.51' LT TC: 125.96 9.49' 1.50% TC: 126.14 LEGEND DETECTABLE WARNING FL: 125.96 FL: 125.81 SURFACE PER WSDOT 172ND ST NE STA:5+15.55, 28.50' LT TC: 125.45 FG FINISHED GRADE ELEVATION STANDARD PLAN F-45.10 FG: 124.71 FL: 124.95 TC: 124.90 DETECTABLE WARNING TC: 125.88 EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION 172ND ST NE TC: 125.35 FL: 124.90 SURFACE PER WSDOT FL: 125.88 FL FLOWLINE ELEVATION FL: 125.02 STANDARD PLAN F-45.10 172ND ST NE R17 RAMP DETAIL R16 RAMP DETAIL R5 RAMP DETAIL 1 SCALE: 1" = 5' 2 SCALE: 1" = 5' 3 SCALE: 1" = 5' TC: 126.77 FL: 126.44 DETECTABLE WARNING FG: 124.88 172ND ST NE DETECTABLE WARNING TC: 125.48 SURFACE PER WSDOT FG: 124.32 SURFACE PER WSDOT FL: 125.16 STANDARD PLAN F-45.10 FL: 124.88 STANDARD PLAN F-45.10 FL: 124.75 TC: 125.21 FL: 125.35 5+00 TC: 125.08 TC: 125.67 FL: 124.49 TC: 124.99 TC: 125.24 FG: 125.24 8' TC: 125.11 1.50% EG: 124.94 TC: 126.66 FL: 124.61 1.50% SAWCUT LINE FL: 126.33 7.87% 1.86% 9.98' 8' (TYP.) FG: 125.00 FG: 124.55 10' 15.71' 13.31' 6.40% TC: 125.00 12.85' FL: 124.50 4' FG: 124.45 15.29' 125 FL: 125.55 1.50% 0.76% 1.21% FL: 126.18 1.50% TC: 125.88 TC: 126.51 1.50% 10' 0.67% 5.50% 1.50% 125 5' 3.15% 1.50% FL: 126.26 TC: 124.51 11' TC: 126.59 TC: 124.94 FL: 124.51 8' FG: 125.39 FL: 124.61 1.52% FL: 125.46 DETECTABLE WARNING TC: 125.80 DETECTABLE WARNING FG: 124.63 SURFACE PER WSDOT EG: 125.10 SURFACE PER WSDOT STANDARD PLAN F-45.10 172ND ST NE MATCH EXISTING FG: 124.76 STANDARD PLAN F-45.10 6.98' 172ND ST NE 172ND ST NE CROSS SLOPE 125 R15 RAMP DETAIL R6 RAMP DETAIL R8 RAMP DETAIL R13 RAMP DETAIL 4 SCALE: 1" = 5' 5 SCALE: 1" = 5' 6 SCALE: 1" = 5' 7 SCALE: 1" = 5' FL: 125.55 FG: 125.48 172ND ST NE FL: 125.66 TC: 125.88 FL: 125.28 DETECTABLE WARNING TC: 125.99 TC: 125.61 FL: 125.12 172ND ST NE SURFACE PER WSDOT FL: 125.75 4' TC: 125.12 STA:3+08.84, 22.99' RT STANDARD PLAN F-45.10 TC: 125.75 1.50% DETECTABLE WARNING STA:5+15.05, 43.14' RT 6.69% SURFACE PER WSDOT FL: 125.85 FG: 126.04 FG: 125.42 FG: 125.66 STANDARD PLAN F-45.10 TC: 125.85 FG: 125.93 1.50% 7.43' FG: 125.17 FL: 125.93 FG: 125.79 FL: 124.98 TC: 126.26 TC: 124.98 FG: 125.94 126 FL: 124.85 FG: 125.04 TC: 125.18 3.02% TC: 125.88 1.46% 21.6' 5' FG: 126.01 FG: 126.31 1.00% FL: 125.55 1.50% 10' FG: 125.02 10' FG: 125.89 1.50% FG: 125.22 4.98% FG: 126.10 1.50% 1.50% 2.34% 1.50% 6' 1.50% 2.78% TC: 125.92 8' 6.05% 10' FL: 125.59 126 5.92% 1.50% 9.96' 8' 5' 10' 1.50% 8.16' 10' TC: 125.94 FG: 126.18 1.50% 5' 1.50% FL: 125.61 FG: 125.81 1.50% 6' FG: 125.32 1.00% FG: 126.22 FG: 126.08 8' FG: 125.17 FG: 125.30 FG: 125.94 FG: 126.19 FG: 126.11 1.43% FG: 126.24 125 FG: 126.04 FG: 126.16 FG: 126.46 FG: 124.89 R14 RAMP DETAIL R7 RAMP DETAIL R18 RAMP DETAIL 8 SCALE: 1" = 5' 9 SCALE: 1" = 5' 10 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-202109-16-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 18 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 29 TRAVIS HALE 09/16/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 19 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING & SIGNING PLAN EMS Phone: 425-250-0584 29 09-16-2021 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 20 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING & SIGNING PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 21 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING & SIGNING PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 22 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING & SIGNING PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 23 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING & SIGNING PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 15 43rd AVE NE 43rd AVE NE 43rd AVE NE ONLY SR 531 ENTRANCE EXCEPT BUSES ONLY AHEAD 43RD AVE NE SPEED LIMIT BIKE LANE 35 51ST AVE NE TOURIST RIGHT LANE BEGIN RIGHT TURN LANE ACTIVITIES MUST TURN RIGHT YIELD TO BIKES KEEP THE CHANGE 43RD AVE NE ENDS REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-06 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 24 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING & SIGNING PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 73+00 Â· Â· Â· Â· 72+00 2+00 3+00 4+00 5+00 6+00 7+00 C T 71+00 C ITS ITS C 70+00 ITS C REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - IL-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 25 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM ILLUMINATION PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - IL-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 26 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM ILLUMINATION PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 73+00 Â· Â· Â· Â· 72+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C T 71+00 C ITS ITS T C 70+00 C ITS REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 27 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 28 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 09-16-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 29 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 29 09-16-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI PLANS, SPECIFICATIONS AND ESTIMATE REVIEW Project Title Job Charge: NW Region Plans Reviewer: Office & Mail Stop: Phone: Date: Sheet 1 of 1 Office: Comments by: Commenting Office & Mail Stop: Commentor's Phone: Date: ITS Dave Chitty ITS / MS120 206-410-0022 10/26/2021 Implementation # Sht/Pg Reviewerâ€™s Comment Designerâ€™s Response Init. 1 TS-01 Add â€œ531ts00712â€ to CN2 pointing at existing signal TENW: Text added to note as requested. cabinet. Add â€œ531es00712â€ to CN10 pointing at new data 2 TS-01 TENW: Text added to note as requested. station/camera cabinet. 3 TS-01 In the Legend, change the ITS cabinet symbol to the es TENW: Symbol revised as requested. cabinet symbol (same as the signal controller cabinet symbol, but this one is new). TENW: WN15 intercepts WN16 just south of the new junction 4 TS-01 In the NE corner of the roundabout, WN15 & WN16 are box. Construction note 11 added to clarify the point where both the conduit with the fiber to 51st, but they donâ€™t WN15 and WN16 intersect and the route of the fiber through connect to each other. the conduits. 5 TS-01 In the Wiring Schedule, change the heading â€œVideoâ€ to TENW: Comment incorporated as requested. â€œCamera Control Cableâ€ or â€œCCC.â€ 6 TS-01 Wire Notes 10 & 16, please show conduit size. I think they TENW: Comment incorporated as requested. are both 2â€. 7 Wire Note 21 is the 24 SMFO Stub out cable. This will need TENW: New column added to wire schedule for 24 SMFO TS-01 a new column in the Wiring Schedule. Stub Out Cable as requested. 8 TS-01 CN9, change to â€œInstall Type R1S Speed Loops per â€¦â€ TENW: Construction note 9 revised as requested. Additional Also need instructions and references for installing loop Loop details for instructions and splicing added to sheet TS- stub-outs and splicing the loops to the loop lead-in cables. 06. 9 TS-01 All of the loops should be Type R1S speed loop pairs per TENW: All loops revised to be Type R1S type. the NWR ITS Design Requirements, which means there should be twice as many loop lead-in cables to each loop location. Please provide loop names. Shown on attached sketch. 10 TS-01 TENW: Loop names added as requested. CN8, need a reference to the ITS Detail sheet for installing 11 TS-01 TENW: Additional reference to ITS Design Requirements the camera on the pole. It should also reference the ITS SP section 2.3 and special provisions added as requested. PLANS, SPECIFICATIONS AND ESTIMATE REVIEW Project Title Job Charge: NW Region Plans Reviewer: Office & Mail Stop: Phone: Date: Sheet 2 of 1 Office: Comments by: Commenting Office & Mail Stop: Commentor's Phone: Date: ITS Dave Chitty ITS / MS120 206-410-0022 10/26/2021 Implementation # Sht/Pg Reviewerâ€™s Comment Designerâ€™s Response Init. for cameras. 12 TS-01 There needs to be a note to install a Camera TENW: Note added to construction note #10 as requested. Communication Panel in the data station. It will also have Camera Communication Panel detail incorporated as to reference a detail for this panel, which needs to be requested. provided. 13 TS-03 There are two cabinets on SR-531 @ 51st Ave NE. Please TENW: Comments incorporated into interconnect schematic show a CCTV/UPS cabinet with the names â€œ531vc00762â€ as requested. and â€œ531up00762.â€ The existing fiber goes into this cabinet and is connected to the existing signal cabinet 531ts00762â€ using a CAT5 cable. This should all be shown. 14 TS Section Need a splice detail for each fiber splice location. TENW: Fiber splice details added as requested. 15 TS Section Need a preterminated Patch Panel detail for the cabinets at TENW: Preterminated patch panel details added as 43rd & 51st. requested. 16 TS Section Need ITS Details sheets for loop installations and splices, TENW: ITS details sheets added as requested. including Stub-out sizing. 17 TS Section Need ITS Detail sheets for camera mounting, camera pole, TENW: ITS details sheets added as requested. Camera Communications Panel and Switch Brackets. 18 SPs I havenâ€™t seen SPs for this project, but we will need NWR TENW: Special Provisions provided as requested. ITS SPs with references in the construction notes for loops, loop testing, fiber installation, fiber testing, Preterminated Patch Panels, Ethernet Communication Devices, Loop Detectors, 19 TS-01 There will have to be a maintenance pullout at the new TENW: Given the constraints associated with maintenance camera pole location in accordance with the NWR ITS pullout areas, the camera pole location has remained on the Design Requirements. north side of 172nd/SR 531 east of 43rd Ave. The cabinet has been relocated to the NE corner of the intersection to remain within 300-ft of the camera and pole. PLANS, SPECIFICATIONS AND ESTIMATE REVIEW Project Title Job Charge: NW Region Plans Reviewer: Office & Mail Stop: Phone: Date: Sheet 3 of 1 Office: Comments by: Commenting Office & Mail Stop: Commentor's Phone: Date: ITS Dave Chitty ITS / MS120 206-410-0022 10/26/2021 Implementation # Sht/Pg Reviewerâ€™s Comment Designerâ€™s Response Init. 20 TS-01 The wire notes show the existing fiber cable coming from TENW: ITS reviewer confirmed that fiber cable is 12 SMFO the west as a 12-SMFO. I believe thatâ€™s what it is today, but therefore, this comment can be ignored based on email from Iâ€™m pretty sure the project installing the signal at 40th will be WSDOT (Dawn Anderson) on 11/30/2021. replacing that cable with a 24-SMFO. Please verify and correct. 21 TS-01 The loops in two-lane sections of roadway should be cut to TENW: Comment incorporated as requested. opposite sides of the roadway to prevent having to close down both lanes when re-cutting loops in the future. 22 TS-01 The camera control cable is limited to 300â€™ due to cable TENW: Given the constraints associated with maintenance length attenuation Ethernet cables. According to the scale pullout areas, the camera pole location has remained on the in the plans, the camera cable length is closer to 600â€™. north side of 172nd/SR 531 east of 43rd Ave. The cabinet has Pleas consider moving the camera to the west side of the been relocated to the NE corner of the intersection to remain roundabout (or moving the cabinet to the northeast corner within 300-ft of the camera and pole. of the roundabout). 23 TS-01 Iâ€™m concerned about space in the new data station / TENW: Construction note 10 revised to call out for 334D camera cabinet for the camera gear and the preterminated cabinet as requested. patch panel (PPP). Even if it all fits, it will make maintenance more difficult. Please consider using a 334D (double-wide) cabinet or two separate cabinets. SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 73+00 74+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen Phone: 425-250-0584 12-17-2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen Phone: 425-250-0584 12-17-2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen Phone: 425-250-0584 12-17-2021 Panattoni Arlington - Project Roxy WSDOT PM and Signage Plans Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department 1 PM-01 WSDOT Add D3-201 TENW: Sign S4 added as requested above S1 and S2. See Sheet SG-01. TENW: Sign D2 (BEGIN RIGHT TURN LANE, YIELD TO BIKES) is an existing 2 PM-01 WSDOT This sign does not make sense. There is no right turn lane here. sign marked for removal in the Sign Intallation Specifications table. TENW: The median design is aligning with the city improvement project that begins a 12-ft median further west of our project limits. Therefore, 3 PM-01 WSDOT Keep right sign missing. vehicles do not need to maneuver around the beginning of an island, making this sign not required. Add sign fabrication number at each sign note. The contractor should be able to see what is needed from looking at this sheet - not a combination of sheets. It is difficult to review these plans - it will be TENW: Plans split into pavement marking plans and signage plans. Sign 4 PM-01 WSDOT even harder for construction. Signing notes are hard to find on these fabrication number added to each sign note. sheets. Signing should only be combined with other disciplines if those are not busy. This is busy with pavement marking notes. 5 PM-01 WSDOT PM-03 TENW: Comment incorporated as requested. What is this sign? Please label with sign message all existing signs to TENW: Sign D7 is an existing street sign marked for removal in the sign 6 PM-03 WSDOT remain and signs to relocate installation specifications table. See sheet SG-06. 7 PM-03 WSDOT Remove TENW: Sign S28 removed as requested. TENW: Sign added as requested. Sign will be labeled S28 given previous 8 PM-03 WSDOT Add D3-201 (43rd Ave NE) above S25 comment above. TENW: These signs delinate the entrance to the development site. Given 9 PM-03 WSDOT entrance to what? the unique alignment of this lane, removed from other travel lanes, we believe it is best to include this signage. 10 PM-06 WSDOT R3-8 TENW: Sign code revised as requested. 11 PM-06 WSDOT (1) TENW: Footnote 1 added to notes as requested. 12 PM-06 WSDOT 60" X 12" TENW: Sign dimension revised as requested. 13 PM-06 WSDOT ?" X 12" TENW: Sign dimension revised to 60"x16" as requested. 14 PM-06 WSDOT 60" X 12" TENW: Sign dimension revised as requested. Page 1 of 2 06/30/2021 Panattoni Arlington - Project Roxy WSDOT PM and Signage Plans Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department 15 PM-06 WSDOT ?" X 16" TENW: Sign dimension revised to 60"x16" as requested. 16 PM-06 WSDOT Add note to remove sign post concrete bases. TENW: Note number 10 added as requested, see shet SG-06. 17 PM-06 WSDOT Make sure sign numbers in chart and details match TENW: Sign numbers in chart and details confirmed to match. 18 PM-06 WSDOT Remove note 3. Everything is being installed on SB-1 TENW: General note #3 removed as requested. 19 PM-06 WSDOT Remove note 6. TENW: General note #6 removed as requested. TENW: General note #4 added to clarify the 2' offset is a minimum from the Where there is not a curb a 2' W offset is incorrect. Or is the W distance face of curb to sign if the sign is mounted in the planter, and 2' minimum 20 PM-06 WSDOT only for areas with curb? If that is the case I would remove the 2' from clearance from the sign to the back of sidewalk if the sign is mounted the W column and just have the (2) note. behind the sidewalk. TENW: See comment response for comment #21. The 2' clearance is a Note 8 doesnâ€™t make sense. If the sign post is placed 2' from face of curb 21 PM-06 WSDOT minimum for signs to either face of curb or back of sidewalk depending on it will be in the sidewalk. I think this should be 2' from back of sidewalk. where the sign is mounted. Add note referring to the 2012 supplement of the FHWA Standard 22 PM-06 WSDOT TENW: Note added as requested. Highway Signs manual, R3-8 sheet 5 of 7 for sign and arrow details Replace with a D3-201, upper/lower text, black on yellow, no border 23 PM-06 WSDOT TENW: Comment incorporated as requested. street name sign and put at the top of roundabout/15 MPH assembly Show with correct letter heights - see below. These details need to be 24 PM-06 WSDOT TENW: Comment incorporated as requested. drawn to scale. [example detail shown at bottom of sheet mark-up] 25 PM-06 WSDOT 60" X 12" TENW: Sign size revised as requested. Replace SR 531 with 172nd St NE. Add 531 shield. see D3-401. modify 26 PM-06 WSDOT TENW: Sign revised as requested. dimensions. Page 2 of 2 06/30/2021 1 INTRO.GR1 2 INTRODUCTION 3 4 This Contract shall be constructed in accordance with the 2021 Standard Specifications for 5 Road, Bridge, and Municipal Construction. 6 7 SPECIAL PROVISIONS 8 9 Several types of Special Provisions are included in this contract; General, Region, Bridges 10 and Structures, and Project Specific. Special Provisions types are differentiated as follows: 11 12 (date) General Special Provision 13 (******) Notes a revision to a General Special Provision 14 and also notes a Project Specific Special 15 Provision. 16 (Regions1 date) Region Special Provision 17 18 General Special Provisions are similar to Standard Specifications in that they typically apply 19 to many projects, usually in more than one Region. Usually, the only difference from one 20 project to another is the inclusion of variable project data, inserted as a â€œfill-inâ€. 21 22 Region Special Provisions are commonly applicable within the designated Region. Region 23 designations are as follows: 24 25 Regions1 26 ER Eastern Region 27 NCR North Central Region 28 NWR Northwest Region 29 OR Olympic Region 30 SCR South Central Region 31 SWR Southwest Region 32 33 WSF Washington State Ferries Division 34 35 Project Specific Special Provisions normally appear only in the contract for which they were 36 developed. 37 38 DIVISION1.GR1 39 Division 1 40 General Requirements 41 42 1-01.GR1 43 Definition and Terms 44 45 1-01.2.GR1 46 Abbreviations 47 48 1-01.2(2).GR1 49 Items of Work and Units of Measurement 50 51 1-01.2(2).INST1.ITS.DT1 52 Section 1-01.2(2) is supplemented with the following: Project Roxy SR 531/43rd Roundabout December 2021 1 1 2 1-01.2(2).OPT1.ITS.DT1 3 (NWR ITS August 25, 2020) 4 ATM Active Traffic Management 5 bps Bits Per Second of Serial Data 6 CCTV Closed Circuit Television 7 CC Camera Cabinet 8 CPU Central Processing Unit 9 CWDM Course Wave Division Multiplex 10 dB Decibel 11 dBm Decibel referenced to 1 milliwatt 12 DMS Dynamic Message Sign 13 DS Data Station 14 ES Electronic Surveillance 15 ESS Electronic Switching System 16 EPROM Electronically Programmable Read-Only Memory 17 FTC Fiber Terminal Cabinet 18 Gb Gigabit 19 Gbps Gigabits per second 20 HAR Highway Advisory Radio 21 HARS Highway Advisory Radio Sign 22 HART Highway Advisory Radio Transmitter 23 ITS Intelligent Transportation System 24 Kbps Thousands of Bits Per Second of Serial Data 25 LASER Light Amplification by Stimulated Emission of Radiation 26 LCS Lane Control Sign 27 LED Light Emitting Diode 28 Mbps Millions of Bits Per Second of Serial Data 29 MMFO Multimode Fiber Optics 30 MUX Multiplexer 31 nm Nanometer (10-9 meter) 32 OFNR Optical Fiber Nonconductive Riser 33 OSP Outside Plant 34 OTDR Optical Time Domain Reflectometer 35 PTZ Pan, Tilt, Zoom (for camera control) 36 RMU Rack Mounting Unit (1.75 inches) 37 RWIS Road Weather Information System 38 SC&DI Surveillance, Control and Driver Information 39 SFP Small Form-factor Pluggable 40 SMFO Singlemode fiber optics 41 SMS Side Mount Dynamic Message Sign 42 TC Terminal Cabinet 43 TMS Traffic Management System 44 TMC Transportation Management Center 45 TWP Twisted Wire Pair 46 UPS Uninterruptible Power Supply 47 VMS Variable Message Sign 48 WSTA Weather Station 49 ZIF Zero-Insertion Force 50 Project Roxy SR 531/43rd Roundabout December 2021 2 1 1-08.GR1 2 Prosecution and Progress 3 4 1-08.9.GR1 5 Liquidated Damages 6 7 1-08.9.INST3.GR1 8 Section 1-08.9 is supplemented with the following: 9 10 1-08.9.OPT1.ITS.DT1 11 (NWR ITS August 25, 2020) 12 Unplanned disruptions to the Intelligent Transportation System (ITS) will result in impacts 13 to the traveling public, increase fuel consumption, vehicle operating costs, pollution, and 14 other inconveniences and harm. 15 16 Accordingly, the Contractor agrees: 17 18 1. To pay $250.00 liquidated damages per 15 minutes for each 15 minute period 19 that the Contractor fails to restore the proper operation of an existing ITS 20 element following an unplanned disruption as specified in the Subsection 21 Existing System Disruption and Restoration of the Special Provision 22 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT 23 TRANSPORTATION SYSTEMS, and ELECTRICAL. 24 25 2. To authorize the Engineer to deduct these liquidated damages from any money 26 due or coming to the Contractor. 27 28 DIVISION8.GR8 29 Division 8 30 Miscellaneous Construction 31 32 8-20.GR8 33 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and 34 Electrical 35 36 8-20.1.GR8 37 Description 38 39 8-20.1.INST1.ITS.DT1 40 Item No. 3 of Section 8-20.1 is supplemented with the following: 41 42 8-20.1.OPT1.ITS.DT1 43 (NWR ITS August 25, 2020) 44 INTELLIGENT TRANSPORTATION SYSTEMS (ITS) 45 3a. Traffic Data Accumulation and Ramp Metering System 46 3b. Closed Circuit Television System 47 3c. Variable Message Sign System 48 3d. Active Traffic Management System 49 3e. Communication Conduit System 50 3f. Communication Cables and Interfaces 51 3g. Video, Voice & Data Distribution & Transmission System Project Roxy SR 531/43rd Roundabout December 2021 3 1 2 8-20.1.INST2.ITS.DT1 3 Section 8-20.1 is supplemented with the following: 4 5 6 8-20.1.OPT5.ITS.DT1 7 (NWR ITS August 25, 2020) 8 Communication Conduit System 9 This Work shall consist of furnishing and installing the facilities used to mechanically 10 accommodate the communication components of the ITS System. The Contractor shall 11 be responsible for interfacing with the existing communications system and satisfying 12 system compatibility with regard to the existing facilities and this communications system 13 extension. Conduit shall be supplied as a system from a single manufacturer providing 14 all of the steel and PVC conduit; all required fittings, terminations, and other installation 15 accessories; all in accordance with the Plans, the Standard Specifications and these 16 Special Provisions. 17 18 8-20.1.OPT6.ITS.DT1 19 (NWR ITS August 25, 2020) 20 Communication Cables And Interfaces 21 This Work shall consist of furnishing, installing and testing all materials and equipment 22 necessary to complete in place the communication cable and interface system and, when 23 specified, the modification of such an existing system. 24 25 8-20.1.OPT7.ITS.DT1 26 (NWR ITS August 25, 2020) 27 Video, Voice & Data Distribution & Transmission System 28 This Work shall consist of furnishing and installing all materials and equipment necessary 29 to complete in place the Video, Voice & Data Distribution & Transmission System, and 30 when specified, the modification of such existing systems. 31 32 33 8-20.2.GR8 34 Materials 35 36 8-20.2(9-29).ITS.DT1 37 Illumination, Signal, Electrical 38 39 8-20.2(9-29).INST1.ITS.DT1 40 Section 9-29 is supplemented with the following: 41 42 8-20.2(9-29.1).ESP.DT1 43 Conduit, Innerduct, and Outerduct 44 45 8-20.2(9-29.1).INST1.ESP.DT1 46 Section 9-29.1 is supplemented with the following: 47 48 8-20.2(9-29.1).OPT1.ESP.DT1 49 (NWR ESP August 25, 2020) 50 Conduit Sealing 51 Cabinet conduit sealing shall be one of the following: Project Roxy SR 531/43rd Roundabout December 2021 4 1 2 1. Tyco Electronic â€“ TDUX 3 2. Jackmoon â€“ Triplex Duct Plugs 4 3. O-Z Gedney â€“ Conduit Sealing Bushings 5 6 Mechanical plugs shall be installed per manufacturerâ€™s recommendations. 7 8 8-20.2(9-29.1(2)).ESP.DT1 9 Rigid Metal Conduit Fittings and Appurtenances 10 11 8-20.2(9-29.1(2)).INST1.ESP.DT1 12 Section 9-29.1(2) is supplemented with the following: 13 14 8-20.2(9-29.1(2)).OPT1.ESP.DT1 15 (NWR ESP August 25, 2020) 16 Conduit Coatings 17 Electroplated couplings are not allowed. 18 19 8-20.2(9-29.1(2)).OPT2.ESP.DT1 20 (NWR ESP August 25, 2020) 21 Surface Mounting Conduit Attachment Components 22 Channel supports and all fastening hardware components shall be Type 304 23 stainless steel. Conduit clamps shall be one piece, two bolt units with lock 24 washers. 25 26 8-20.2(9-29.2).ITS.DT1 27 Junction Boxes, Cable Vaults, and Pull Boxes 28 29 8-20.2(9-29.2(2)).ITS.DT1 30 Cable Vaults and Pull Boxes 31 32 8-20.2(9-29.2(2)).INST1.ITS.DT1 33 Section 9-29.2(2) is supplemented with the following: 34 35 8-20.2(9-29.2(2)).OPT1.ITS.DT1 36 (NWR ITS August 25, 2020) 37 Cable Vaults and Pull Boxes 38 Cable vaults and pull boxes shall meet AASHTO M-199, H-20 or H-35 loading 39 requirements. Cable vaults and pull boxes installed in paved shoulders or lanes 40 that will be subjected to vehicular traffic during any phase of this contract or as 41 specified in the Plans shall meet H-35 loading requirements. Cable vaults and 42 pull boxes shall be fabricated in accordance with ASTM C857-83 and C858-83. 43 Cable vaults and pull boxes shall be per Standard Plans J-90.10 and J-90.20. 44 All cable vaults and pull boxes shall include the following provisions: 45 46 1. Cable pulling irons positioned to afford bi-directional cable installation 47 through the cable vault or pull box. 48 49 2. All cable racking hardware shall be stainless steel. 50 51 3. Cable vaults meeting H-20 requirements shall have a hinged and 52 spring-assisted double steel plate cover. Cable vaults and pull boxes Project Roxy SR 531/43rd Roundabout December 2021 5 1 meeting H-35 requirements shall have round cast iron lids. Pull boxes 2 meeting H-20 requirements shall have a hinged, single plate cover. All 3 cable vault and pull box covers shall be marked with ITS legend 4 according to Standard Plans J-90.10 and J-90.20. 5 6 Above ground pull boxes shall be a minimum 16 inches wide by 16 inches high 7 and 8 inches deep, unless otherwise specified in the Plans. Above-ground 8 boxes shall be fabricated in accordance with NEMA 4X designation for stainless 9 steel enclosures. Pull boxes shall be equipped with a removable front panel for 10 access to all conduits. The front panel shall be hinged and the entire pull box 11 shall be fabricated from stainless steel. 12 13 8-20.2(9-29.3).ITS.DT1 14 Fiber Optic Cable, Electrical Conductors, and Cable 15 16 8-20.2(9-29.3).INST1.ITS.DT1 17 Section 9-29.3 is supplemented with the following: 18 19 8-20.2(9-29.3).OPT1.ITS.DT1 20 (NWR ITS August 25, 2020) 21 Quality Assurance 22 All materials described in this section shall meet or exceed the applicable provisions 23 of the following documents: 24 25 1. CFR Title 7, Section 1755.900, RUS Specification for Filled Fiber Optic 26 Cables. 27 28 2. ANSI, C8.47-1983, American National Standard for Polyolefin-insulated 29 Thermoplastic Jacketed Communication Cables. 30 31 3. TIA/EIA-455-28-C, Method for Measuring Tensile Failure Point of Optical 32 Waveguide Fibers. 33 34 4. TIA/ElA-455-34-A, Interconnection Device Insertion Loss Test. 35 36 5. TIA/EIA-455-95-A, Absolute Optical Power Test for Optical Fibers and 37 Cables. 38 39 8-20.2(9-29.3(1)).ITS.DT1 40 Fiber Optic Cable 41 42 8-20.2(9-29.3(1)).INST1.ITS.DT1 43 Section 9-29.3(1) is supplemented with the following: 44 45 8-20.2(9-29.3(1)).OPT1.ITS.DT1 46 (NWR ITS August 25, 2020) 47 Communication Cables And Interfaces 48 The Contractor shall provide manufacturer's certification that the submitted 49 cable shall comply with the Rural Utilities Service (RUS) Specification 1755.900 50 as currently amended and with the requirements set forth in this Special 51 Provision. Any deviations from these Specifications shall be conspicuously 52 noted in the Contractor's submittal. Project Roxy SR 531/43rd Roundabout December 2021 6 1 2 Each cable shall contain the total number of optical fibers as specified in the 3 Plans. The fibers shall be placed in loose buffer tubes in groups of 12. 4 5 The fiber optic cable outer jacket shall be marked with the manufacturerâ€™s name, 6 the year of manufacture, the words OPTICAL CABLE and sequential meter 7 marks. The markings shall be repeated every one meter. The actual length of 8 the cable shall be within +/- 0.1% of the length marking. The marking shall be 9 in contrasting color to the jacket. The marking shall be 2.5 mm in height and 10 shall be permanent and weatherproof. 11 12 Cable shall be of loose tube design. The tubes shall be surrounded by dry 13 moisture blocking filling compound or tape. The tubes may be filled with dry 14 moisture blocking powder surrounding the fibers. 15 16 The cable shall be constructed with the following components: 17 18 1. A dielectric central strength member 19 2. Buffer tubes containing optical fibers 20 3. Aramid (Kevlar) yarn 21 4. Outer MDPE jacket 22 23 The Contractor shall provide all materials required for the installation and 24 splicing of the specified communications cables, power cables and associated 25 interface devices. 26 27 At the request of the Engineer, the Contractor shall submit a 3-foot sample cable 28 section to the Engineer for approval for each type of cable to be provided. 29 30 8-20.2(9-29.3(1)A).ITS.DT1 31 Singlemode Fiber Optic Cable 32 33 8-20.2(9-29.3(1)A).INST1.ITS.DT1 34 Section 9-29.3(1)A is supplemented with the following: 35 36 8-20.2(9-29.3(1)A).OPT1.ITS.DT1 37 (NWR ITS August 25, 2020) 38 Communication Cables And Interfaces 39 The fibers shall support the transmission of wavelengths for Coarse 40 Wavelength Division Multiplexing (CWDM) as defined in ITU G694.2. 41 42 8-20.2(9-29.3(2)).ITS.DT1 43 Electrical Conductors and Cable 44 45 8-20.2(9-29.3(2)I).ITS.DT1 46 Twisted Pair Communications Cable 47 48 8-20.2(9-29.3(2)I).INST1.ITS.DT1 49 Section 9-29.3(2)I is supplemented with the following: 50 51 8-20.2(9-29.3(2)I).OPT1.ITS.DT1 52 (NWR ITS August 25, 2020) Project Roxy SR 531/43rd Roundabout December 2021 7 1 Outdoor Rated Category 6 Cable 2 A Category 6 outside plant rated cable shall be provided for connecting 3 Ethernet devices that are in separate cabinets. The cable shall contain four 4 twisted pairs of #23 or #24 AWG solid bare copper wire. Each pair shall be 5 uniquely color coded with a Thermoplastic Polyolefin jacket. 6 7 The cable outer jacket shall be Polyolefin with a minimum wall thickness of 8 0.040 inches. The cable shall be flooded for moisture protection. 9 10 The cable shall have a voltage rating of 300V. 11 12 The cable shall be UL listed. It shall support up to IEEE 802.3 1000Base- 13 T Ethernet and IEEE 802.3af for power over Ethernet. 14 15 The cable shall be terminated on each end with an RJ45 connector. 16 17 8-20.2(9-29.2(4)).ESP.DT1 18 Cover Markings 19 20 8-20.2(9-29.2(4)).INST1.ESP.DT1 21 Section 9-29.2(4) is supplemented with the following: 22 23 8-20.2(9-29.2(4)).OPT1.ESP.DT1 24 (NWR ESP August 25, 2020) 25 Junction Box Identification 26 Junction boxes shall be marked â€œWSDOTâ€ when the junction boxes are to be 27 installed as part of a future raceway system in a bridge structure, vehicle barrier, 28 pedestrian barrier, or roadway crossing and the future raceway system is not 29 connected to an illumination, signal, interconnect, or ITS raceway system. 30 31 Junction boxes, pull boxes and cable vaults containing only Traffic Signal 32 Interconnect (fiber optics) cable shall be marked or embossed with the legend 33 â€œCOMMâ€. 34 35 8-20.2(9-29.3).ESP.DT1 36 Fiber Optic Cable, Electrical Conductors, and Cable 37 38 8-20.2(9-29.3(2)).ESP.DT1 39 Electrical Conductors and Cable 40 41 8-20.2(9-29.3(2)).INST1.ESP.DT1 42 Section 9-29.3(2) is supplemented with the following: 43 44 8-20.2(9-29.3(2)).OPT1.ESP.DT1 45 (NWR ESP August 25, 2020) 46 Video Detection Cable 47 Coaxial cable or combination (composite/Siamese) cable for video detection 48 shall be RG59/U with a manufacturerâ€™s rating of 600 Volts (Non UL - 49 manufacturerâ€™s voltage rating of the insulation is acceptable). Combination 50 cable shall be in accordance with the video detection system manufacturerâ€™s 51 recommendations for the length of cable required. 52 Project Roxy SR 531/43rd Roundabout December 2021 8 1 8-20.2(9-29.3(2)B).ESP.DT1 2 Multi-Conductor Cable 3 4 8-20.2(9-29.3(2)B).INST1.ESP.DT1 5 Section 9-29.3(2)B is supplemented with the following: 6 7 8-20.2(9-29.3(2)B).OPT1.ESP.DT1 8 (NWR ESP August 25, 2020) 9 Two-conductor through ten-conductor unshielded control cable shall be size 10 14 AWG. 11 12 8-20.2(9-29.3(2)B).OPT2.ESP.DT1 13 (NWR ESP August 25, 2020) 14 Two-conductor through ten-conductor unshielded control cable shall be size 15 16 AWG. 16 17 8-20.2(9-29.3(2)F).ESP.DT1 18 Detector Loop Wire 19 20 8-20.2(9-29.3(2)F).INST1.ESP.DT1 21 Section 9-29.3(2)F is revised to read: 22 23 8-20.2(9-29.3(2)F).OPT1.ESP.DT1 24 (NWR ESP August 25, 2020) 25 Detector loop wire shall use 14 AWG stranded copper conductors, and shall 26 conform to IMSA Specification 51-7, with cross-linked polyethylene (XLPE) 27 insulation encased in a polyethylene outer jacket (PE tube). 28 29 8-20.2(9-29.3(2)I).ESP.DT1 30 Twisted Pair Communications Cable 31 32 8-20.2(9-29.3(2)I).INST1.ESP.DT1 33 Section 9-29.3(2)I is supplemented with the following: 34 35 8-20.2(9-29.3(2)I).OPT1.ESP.DT1 36 (NWR ESP August 25, 2020) 37 Aerial Communication Cable 38 Aerial communication cable shall meet REA specification PE-38 and shall 39 be 22 gauge. The number of cable pairs shall be as shown in the Plans. 40 41 8-20.2(9-29.6).ESP.DT1 42 Light And Signal Standards 43 44 8-20.2(9-29.6(1)).ESP.DT1 45 Steel Light and Signal Standards 46 47 8-20.2(9-29.6(1)).INST1.ESP.DT1 48 Section 9-29.6(1) is supplemented with the following: 49 50 8-20.2(9-29.6(1)).OPT1.ESP.DT1 51 (NWR ESP August 25, 2020) 52 Light and Signal Standard Painting Project Roxy SR 531/43rd Roundabout December 2021 9 1 Galvanized steel light and signal standards shall not be painted. 2 3 8-20.2(9-29.12).ESP.DT1 4 Electrical Splice Materials 5 6 8-20.2(9-29.12(2)).ESP.DT1 7 Traffic Signal Splice Material 8 9 8-20.2(9-29.12(2)).INST1.ESP.DT1 10 Section 9-29.12(2) is supplemented with the following: 11 12 8-20.2(9-29.12(2)).OPT1.ESP.DT1 13 (NWR ESP August 25, 2020) 14 Induction loop splices shall be either the heat shrink type or the re-enterable 15 type with end cap seals 16 17 8-20.2(9-29.13).ITS.DT1 18 Control Cabinet Assemblies 19 20 8-20.2(9-29.13(11)).ITS.DT1 21 Traffic Data Accumulator and Ramp Meters 22 23 8-20.2(9-29.13(11)).INST1.ITS.DT1 24 Section 9-29.13(11) is supplemented with the following: 25 26 8-20.2(9-29.13(11)).OPT1.ITS.DT1 27 (NWR ITS August 25, 2020) 28 Model 334L Cabinet 29 The cabinet shall meet the requirements of Section 9-29.13(11) as 30 supplemented below: 31 32 One rack mount vehicle loop detector shall be included for every two loops. Five 33 additional vehicle loop detectors shall be installed in each new cabinet for future 34 use. 35 36 Two non-fading copies of the cabinet-wiring diagram shall be furnished with 37 each cabinet. 38 39 Cabinet Wiring 40 Cabinet wiring shall conform to the details and diagrams in the Plans. The 41 Contractor shall trim wiring to eliminate all slack and lace or bind together with 42 nylon wraps or equal. All terminals shall be labeled. The cabinet shall be wired 43 completely so that the only requirement to make a field location completely 44 operational is to connect field, power and ground wires to appropriate terminals. 45 46 8-20.2(9-29.13(11)).OPT2.ITS.DT1 47 (NWR ITS August 25, 2020) 48 Rack Mount Vehicle Loop Detectors 49 The Contractor shall provide, install and connect inductive loop detectors 50 manufactured by Reno A&E. 51 52 1. Equipment Model Numbers: Project Roxy SR 531/43rd Roundabout December 2021 10 1 2 332/170 type with solid-state outputs C-1101-SS 3 and TrueCount outputs 4 5 2. Manufacturer Information: 6 7 Reno A&E 8 4655 Aircenter Circle 9 Reno, NV 89502 10 Telephone: (775) 826-2020 11 www.renoae.com 12 13 8-20.2(9-29.13(11)).OPT3.ITS.DT1 14 (NWR ITS August 25, 2020) 15 Rack Mount Vehicle Loop Detectors in Existing Cabinets 16 The Contractor shall provide, install and connect inductive loop detectors 17 manufactured by Reno A&E in all existing cabinets that have new loops installed 18 or existing loops replaced. One rack mount vehicle loop detector shall be 19 included for EACH new loop installed or replaced. See the Special Provision 20 RACK MOUNT VEHICLE LOOP DETECTORS for equipment model numbers 21 and manufacturer information. 22 23 24 8-20.2(9-29.13(11)).OPT1.GR8 25 (July 6, 2021) 26 Advanced Transportation Controller 27 All new Traffic Data Accumulator (Data Station) and Ramp Meter cabinets shall 28 be provided with a Type ATC 2070 Controller as shown in the Plans. Each 29 controller shall comply with Advanced Transportation Controller (ATC) Standard 30 Version 06 (ATC 5201 v06.25), and shall support both C12S serial bus operation 31 and C1S (104 pin) parallel bus operation. Each controller shall be supplied with 32 the following options and equipment: 33 34 1. Board Support Package, in electronic format (see ATC 5201, 35 Paragraph 3.3.1) 36 2. 2070-1C Engine Board (CPU Module) 37 3. 2070-2E Field I/O Module 38 4. 2070-3B or 2070-3D Front Panel 39 5. 2070-4A Power Supply Module 40 41 A spare blank cover (4X wide), designed to cover the slot for the 270-2E module 42 when it is removed, shall also be provided. 43 44 ATC Controllers are required to be preapproved by WSDOT to ensure 45 compatibility with WSDOT ITS operating software. The following controllers 46 have been verified compatible with WSDOT ITS operating software and are 47 preapproved: 48 49 1. Model: Intelight 2070-LDX 50 51 Manufacturer: 52 Q-Free America Project Roxy SR 531/43rd Roundabout December 2021 11 1 5962 La Place Ct SE, Ste. 150 2 Carlsbad, CA 92008 3 (833) MAXHELP (833-629-4357) 4 info@intelight-its.com 5 www.intelight-its.com 6 7 2. Model: McCain ATC 2070LX 8 9 Manufacturer: 10 McCain, Inc. 11 2365 Oak Ridge Way 12 Vista, CA 92801 13 (888) 262-2246 14 info@mccain-inc.com 15 www.mccain-inc.com 16 17 3. Model: Siemens ATC 2070LX 18 19 Manufacturer: 20 Siemens Mobility, Inc. 21 9225 Bee Cave Road 22 Building B, Suite 101 23 Austin, TX 78733 24 (512) 837-8300 25 mobility.siemens.com/us/en.html 26 27 4. Model: Safetran ATC 2070LX 28 29 Manufacturer: 30 Econolite 31 1250 N Tustin Ave 32 Anaheim, CA 92807 33 (714) 630-3700 34 www.econolite.com 35 36 8-20.2(9-29.16(4)).ESP.DT1 37 Traffic Signal Cover 38 39 8-20.2(9-29.16(4)).INST1.ESP.DT1 40 Section 9-29.16(4) is supplemented with the following: 41 42 8-20.2(9-29.16(4)).OPT1.ESP.DT1 43 (NWR ESP August 25, 2020) 44 Covering Material 45 Signal head covers shall cover the entire signal head assembly, including the 46 back plate. 47 48 8-20.2(9-29.18).ESP.DT1 49 Vehicle Detector 50 51 8-20.2(9-29.18).INST1.ESP.DT1 52 Section 9-29.18 is supplemented with the following: Project Roxy SR 531/43rd Roundabout December 2021 12 1 2 8-20.2(9-29.18).OPT1.ESP.DT1 3 (NWR ESP August 25, 2020) 4 Loop Amplifier 5 Loop detector amplifiers shall be as follows: 6 7 Model: Model C-1103-SS 8 9 Manufacturer: Reno A&E 10 4655 Aircenter Circle 11 Reno, NV 89502 12 Ph: (775) 826-2020 13 www.renoe.com 14 15 8-20.2(9-29.18).OPT2.ESP.DT1 16 (NWR ESP August 25, 2020) 17 Loop Sealant 18 Loop sealant for use in HMA pavement shall be one of the following: 19 20 1. RAI Pro-Seal 6006EX 21 2. QCM EAS-14 22 3. 3M Black 5000 23 4. Craftco Inc. Part #34271 24 25 Loop sealant for use on concrete bridge decks and PCC pavement shall be one of 26 the following: 27 28 1. 3M Black 5000 29 2. Gold Label Flex 1P 30 3. QCM EAS-14 31 4. Craftco Inc. Part #34271 32 33 8-20.2(9-29.24).ESP.DT1 34 Service Cabinets 35 36 8-20.2(9-29.24).INST1.ESP.DT1 37 Section 9-29.24 is supplemented with the following: 38 39 8-20.2(9-29.24).OPT1.ESP.DT1 40 (NWR ESP August 25, 2020) 41 Service Cabinet Construction 42 Service cabinets shall be fabricated from 0.125 inch sheet aluminum (5052 alloy) 43 with mill finish. The aluminum shall not be anodized and the exterior shall not be 44 painted. 45 46 Cabinet doors shall be four-hinged with a two-position door stop assembly and a 47 three point latch. 48 49 A three-position terminal block shall be installed between the main electrical service 50 panel and the photocell assembly base. 51 52 The cabinet bonding connection shall be a welded plate with stainless steel Project Roxy SR 531/43rd Roundabout December 2021 13 1 hardware, Belleville washers, cu/al lug, and antioxidant compound. The bolt shall be 2 torqued to fully compress the Belleville washers. 3 4 8-20.2(1).GR8 5 Equipment List And Drawings 6 7 8-20.2(1).INST1.GR8 8 Section 8-20.2(1) is supplemented with the following: 9 10 8-20.2(1).OPT1.ESP.DT1 11 (NWR ESP August 25, 2020) 12 Manufacturer's data for materials proposed for use in the Contract which require 13 approval shall be submitted in one complete package. 14 15 8-20.2.INST1.GR8 16 Section 8-20.2 is supplemented with the following: 17 18 8-20.2.OPT1.ITS.DT1 19 Closed Circuit Television System 20 21 8-20.2.OPT2.ITS.DT1 22 (NWR ITS August 25, 2020) 23 Video Camera Assembly 24 Video cameras shall be supplied as a unit including camera with integrated lens, on 25 screen display (OSD), camera controller, video encoder, pressurized environmental 26 enclosure, pan and tilt mechanism, faceplate wiper and rain/sun shade. Each video 27 camera shall be provided with a camera control cable, IP67 RJ45 coupler, PoE++ 28 (Power-over-Ethernet++) injector and PoE++ surge protector. Camera mounts shall 29 be provided as shown in the Plans. The camera assembly shall be a RISE 4260HD 30 series camera positioning system, manufactured by CohuHD. 31 32 1. Equipment Model Numbers: 33 34 RISE camera system: Model 4261-1100-0000-02 35 PoE++ Injector: Model 7412007-003 36 PoE++ Surge Protector Model 7412009-001 37 IP67 RJ45 Coupler Model 7610203-002 38 Video camera control cable Model 8194603-xxx (xxx = length in ft. 39 40 025,055,100,150,200,250,300,328) 41 42 Camera Mounts: 43 Side pole mount: Model 8503-0 44 Wall mount: Model 8425-7 45 Pedestal: Model 7411542-001 46 47 2. Manufacturer Information: 48 49 CohuHD Costar 50 7330 Trade St. 51 San Diego, CA 92121 52 Telephone: (858) 391-1800 Project Roxy SR 531/43rd Roundabout December 2021 14 1 www.cohuhd.com 2 3 8-20.2.OPT4.ITS.DT1 4 (NWR ITS August 25, 2020) 5 Camera Control Cabinet (Pad Mount) 6 The cabinet shall meet the requirements of Section 9-29.13(12) as supplemented 7 below: 8 9 1. Each camera control cabinet shall contain a Camera Communication Panel 10 equipped as shown in the plans. An additional PoE injector and surge protector 11 shall be provided for each additional camera. Camera control cables shall be 12 identified and labeled with the camera Device ID by the Contractor. 13 14 15 8-20.2.OPT12.ITS.DT1 16 Communication Cables And Interfaces 17 18 19 8-20.2.OPT16.ITS.DT1 20 (NWR ITS August 25, 2020) 21 Preterminated Patch Panel 22 A wiring diagram shall be supplied with each patch panel. The wiring diagram shall 23 identify each fiber terminated in the distribution panel using the fiber optic cable 24 labeling method as specified later in these provisions. The wiring diagram shall be 25 placed in a plastic sheet protector next to the distribution panel. 26 27 The Contractor shall provide, install and connect preterminated patch panels as 28 shown in the Plans. The panels shall be manufactured by Wesco/CSC â€“ 29 Communications Supply Corp. Outside plant cable meeting ITU G652.D and G694.2 30 shall be utilized for the stubs on all preterminated patch panels and the Contractor 31 shall confirm with the manufacturer that the length of each stub is sufficient for the 32 needs at each location. All openings in the patch panels shall be plugged by the 33 manufacturer. Connections shall be LC\UPC type and shall be terminated by the 34 manufacturer. 35 36 1. Equipment Model Numbers (for use in cabinets): 37 Description Part Numbers (Both parts are required) 12-Port Preterminated Patch Panel ADC12CLCXXXMCD00, and FL2-ACC0071 24-Port Preterminated Patch Panel ADC24CLCXXXMCD00, and FL2-ACC0072 48-Port Preterminated Patch Panel ADC48CLCXXMCD00, and FL2-ACC0072 72-Port Preterminated Patch Panel ADC72CLCXXXMCC00, and FL2-ACC0073 96-Port Preterminated Patch Panel ADC96CLCXXXMCC00, and FL2-ACC0074 38 39 Equipment Model Numbers (For concrete or underground Hubs): 40 Description Part Numbers (Both parts Project Roxy SR 531/43rd Roundabout December 2021 15 are required) 48-Port Preterminated Patch Panel ADC48CLCXXXDU00, and FL2-ACC0072 72-Port Preterminated Patch Panel ADC72CLCXXXMDU00, and FL2-ACC0073 96-Port Preterminated Patch Panel ADC96CLCXXXMDU00, and FL2-ACC0074 1 2 Note: The stub length for each panel (XXX in the part number, in meters) 3 shall be determined by the Contractor for each location and shall 4 include 50 feet of slack in the cable vault. 5 6 2. Manufacturer Information: 7 8 Wesco/CSC â€“ Communications Supply Corp. 9 951 Monster Road 10 Renton, WA 98057 11 Tel: (425) 203 â€“ 7881 12 Fax: (425) 793 - 5448 13 14 8-20.2.OPT17.ITS.DT1 15 (NWR ITS August 25, 2020) 16 Fiber Optic Connector 17 Unless otherwise noted in the Plans, all fiber optic connectors used on this project 18 shall meet the following: 19 20 All shall be LC/UPC (55dB) in accordance with Telcordia 6R-326 21 All shall be factory-connectorized. 22 23 8-20.2.OPT18.ITS.DT1 24 (NWR ITS August 25, 2020) 25 Fiber Optic Cable Lubricant 26 Fiber optic cable lubricant shall be as follows: 27 28 Compatible with the cable jacket 29 Non-combustible 30 Water-based leaving little or no residue 31 32 8-20.2.OPT19.ITS.DT1 33 (NWR ITS August 25, 2020) 34 Fiber Optic Splice Closure 35 All fiber optic splice closures shall be re-enterable and reusable and be designed for 36 use on fiber optic cables in an underground, submerged environment. Splice 37 closures shall meet the following requirements: 38 39 â€¢ Rated for 1310 and 1550 nanometer wavelengths. 40 â€¢ Contain a valve to allow pressurization of the housing. 41 42 Fiber optic splice closures installed in a pull box shall meet the above requirements, 43 be a maximum of 18 inches in length, and have all cables enter the same end of the 44 closure. 45 Project Roxy SR 531/43rd Roundabout December 2021 16 1 8-20.2.OPT20.ITS.DT1 2 (NWR ITS August 25, 2020) 3 Fiber Optic Terminal Cabinets 4 Fiber optic terminal cabinets furnished for this Contract shall be pad mounted Type 5 331L ITS Cabinets in accordance with Section 9-29.13(12) with the equipment shown 6 in the Plans and the following: 7 8 1. The Contractor shall provide and install a rack-mounted, preterminated, 9 fiber optic patch panel as identified in the Plans. 10 11 8-20.2.OPT21.ITS.DT1 12 Video, Voice & Data Distribution & Transmission System 13 14 8-20.2.OPT22.ITS.DT1 15 (NWR ITS August 25, 2020) 16 If any equipment specified in this section has been superseded by a newer product 17 that is interchangeable, the newer product shall be supplied. If the product is no 18 longer available and has no replacement, the Contractor shall propose a different 19 product meeting the same performance and material specifications as the 20 discontinued one. 21 22 8-20.2.OPT23.ITS.DT1 23 (NWR ITS August 25, 2020) 24 Ethernet Communication Equipment 25 Ethernet communication equipment shall be manufactured by 26 Siemens/RuggedCom, Inc. and installed in each cabinet and Communication Hub 27 as shown in the Plans. Equipment shall include a power cord. 28 29 1. Equipment Model Numbers: 30 Model Device Number Part Number 8-Port Ethernet Switch RS900-8 RS900-HI-D-L2-L2-00 9-Port Ethernet Switch RS900-9 RS900-HI-D-L2-L2-L2 10-Port Gigabit Ethernet Switch RS900G RS900G-HI-D-2LC25 10-Port Gigabit Ethernet Switch w/ SFP's RSG910C 6GK6491-0CB00-1CN0-Z Number of SFP's identified in the Plans SFP 6GK6000-8FG53-0AA0 Ethernet Switch w/ Device Server RS910 RS910-HI-D-S1-FX06-TX Cabinet Device Server RMC30 RMC30-HI Power Cord 99-43-0008-001 31 32 2. Manufacturer: 33 Project Roxy SR 531/43rd Roundabout December 2021 17 1 Siemens/RuggedCom, Inc. 2 30 Whitmore Rd 3 Woodbridge, Ontario, Canada L4L 7Z4 4 Tel: (905) 856-5288 Fax: (905) 856-1995 5 Toll Free: (888) 264-0006 6 www.ruggedcom.com 7 8 9 8-20.2(1).GR8 10 Equipment List And Drawings 11 12 8-20.2(1).INST1.GR8 13 Section 8-20.2(1) is supplemented with the following: 14 15 8-20.2(1).OPT1.ITS.DT1 16 (NWR ITS August 25, 2020) 17 Approval of Material 18 When submitting material lists for approval, the Contractor shall identify all revisions 19 or changes to manufacturer names, component names, and model numbers listed in 20 these Special Provisions. The Contractor shall also include a brief justification for 21 the revision or change. 22 23 8-20.3.GR8 24 Construction Requirements 25 26 8-20.3.OPT2.ITS.DT1 27 Closed Circuit Television System 28 29 8-20.3.OPT3.ITS.DT1 30 (NWR ITS August 25, 2020) 31 CCTV Test 32 The Contractor shall test the CCTV Camera System (camera, pan-and-tilt unit, 33 encoder, and camera control unit) using a Contractor-supplied computer and 34 software. The laptop computer and software shall remain the property of the 35 Contractor. All test cables and connections shall be the responsibility of the 36 Contractor. 37 38 During each testing phase, the Contractor shall repair, replace, or reconfigure each 39 failed CCTV Camera System at no additional cost to the Contracting Agency. 40 41 Bench CCTV Test 42 The Contractor shall perform a bench test on each CCTV Camera System prior to 43 installation. The bench test shall be performed at a location proposed by the 44 Contractor and approved by the Engineer. The bench test shall consist of the 45 following: 46 47 1. Program the CCTV Camera System with IP Settings (IP Address, Subnet 48 Mask, and Gateway) provided by the Engineer. 49 2. Display CCTV Camera System video on a Contractor-provided laptop 50 computer and verify that there is a clear image. 51 3. Program the cameraâ€™s I.D. generator to display the State Route on line 1 52 and the CCTV camera number on line 2. Project Roxy SR 531/43rd Roundabout December 2021 18 1 4. Pan and tilt the camera and verify that it moves through its full range. 2 5. Zoom and focus the camera in Fast, Medium and Slow modes and verify 3 proper operation in each mode. 4 6. In Auto Focus Mode, fully zoom the camera in and out and verify that the 5 camera stays in focus throughout the entire range. 6 7. Verify that the CCTV Camera System can be focused in Manual Focus 7 Mode. 8 8. Change the iris between Auto and Manual Modes and verify proper 9 operation for each mode. 10 9. Reboot the camera and verify that all settings remain as they were before 11 the reboot. 12 13 Field CCTV Test 14 At each camera control cabinet the Contractor shall connect the cameraâ€™s Ethernet 15 cable to a Contractor-provided laptop computer. The Contractor shall demonstrate 16 to the Engineer the following features of the camera installation: 17 18 1. Verify the CCTV Camera System IP Settings are correct as provided by the 19 Engineer for the CCTV Camera System location under test. Correct the IP 20 Settings as necessary. 21 2. Display the CCTV Camera System video on the Contractor-provided laptop 22 computer and verify that there is a clear image. 23 3. Program the cameraâ€™s I.D. generator to display â€œWSDOTâ€ followed by the 24 State Route on line 1 and the CCTV camera number on line 2. Verify that 25 the ID is correct for the CCTV Camera System location under test. 26 4. Pan and tilt the camera and verify that it moves through its full range. 27 5. Zoom and focus the camera in Fast, Medium and Slow modes and verify 28 proper operation in each mode. 29 6. In Auto Focus Mode, zoom the camera in and out and verify that the camera 30 stays in focus throughout the entire range. 31 7. Verify that the CCTV Camera System can be focused in Manual Focus 32 Mode. 33 8. Change the iris between Auto and Manual Modes and verify proper 34 operation in each mode. 35 9. Reboot the camera and verify that all settings remain as they were before 36 the reboot. 37 38 39 8-20.3.OPT8.ITS.DT1 40 Communication Conduit System 41 42 8-20.3.OPT9.ITS.DT1 43 (NWR ITS August 25, 2020) 44 Location Wire 45 Wire conductor shall be installed above conduit in continuous sections for all 46 underground fiber optic conduit installation where trenching is required. If conduit is 47 being installed by boring, the location wire shall be installed inside the conduit. A 48 minimum of 6 feet of location wire shall be extended into each cable vault or pull box. 49 The locate wire shall be attached to the â€œCâ€ channel or the cover hinge bracket with 50 stainless steel bolts and straps. A 1-foot loop of locate wire shall be provided above 51 the channel as shown in the Plans. Locator wire shall be placed between the 52 conduits in dual conduit installations or on top of conduits for single conduit Project Roxy SR 531/43rd Roundabout December 2021 19 1 installations. 2 3 4 8-20.3.OPT11.ITS.DT1 5 Communication Cables And Interfaces 6 7 8-20.3.OPT12.ITS.DT1 8 (NWR ITS August 25, 2020) 9 Submittals 10 Within a minimum of 30 calendar days prior to anticipated construction, the 11 Contractor shall provide to the Engineer all documentation pertaining to the materials 12 and methods of execution proposed to satisfy the requirements of this section. The 13 Engineer's approval is required prior to the committing of any materials or the 14 commencement of any Work. 15 16 The Engineer will either approve or disapprove each submitted item within 30 17 calendar days of submittal subject to the completeness of the Contractor's submittal. 18 Actual elapsed time for the Engineer's review is dependent upon the completeness 19 and appropriateness of the documentation being submitted. Any deficiencies in the 20 Contractor's submittals shall require additional time for approval. Any delays caused 21 by such deficiencies shall not be grounds for extension of project consideration 22 dates. The Contractor shall anticipate review intervals and schedule submittals 23 accordingly to ensure project progress in accordance with Section 1-08.3. 24 25 The Engineer's approval of any submitted documentation shall in no way relieve the 26 Contractor from compliance with the safety and performance requirements as 27 specified herein. 28 29 Submittals required by this item shall include, but not be limited to, the following: 30 31 1. A material staging plan, should the Contractor propose Contracting Agency 32 owned property as a staging area. 33 34 2. Manufacturer's complete specifications for all communication system 35 cables and, associated electronics and hardware components. 36 37 3. Manufacturer's complete specifications for twisted-pair cable splice 38 enclosures. 39 40 4. A detailed fiber optic and twisted-pair cable installation procedure including 41 the following: 42 43 a. Fiber optic cable cutting lengths reflecting the cable order and reel 44 allocations. 45 46 b. Cable pulling plan which shall state the exact operational procedures 47 to be utilized and which identifies the physical locations for equipment 48 placement, proposed equipment setup at each location, pulling tension 49 on all cables for each pull, staffing, and the pulling methodology for 50 each type of cable. 51 52 c. Exact splice points as provided for herein. Project Roxy SR 531/43rd Roundabout December 2021 20 1 2 d. Workforce proposed for all equipment, safety, and manual assist 3 operations 4 5 5. Factory test data sheets for each reel of cable delivered. 6 7 8-20.3.OPT13.ITS.DT1 8 (NWR ITS August 25, 2020) 9 Cable Installation - General 10 The Contractor shall determine a suitable cable installation method to ensure that all 11 cable installation requirements shall be met in all conduit sections. All Work shall be 12 carried out in accordance and consistent with the highest standards of quality and 13 craftsmanship in the communication industry with regard to the electrical and 14 mechanical integrity of the connections; the finished appearance of the installation; 15 as well as the accuracy and completeness of the documentation. 16 17 The Contractor shall make a physical survey of the project site for the purpose of 18 establishing the exact cable routing and cutting lengths prior to the commencement 19 of any fiber optic Work or committing any fiber optic materials. Splicing is only 20 allowed for the programmed connection of reels and as shown in the Plans to 21 connect a lateral fiber optic cable to the mainline distribution fiber optic cable. The 22 Contractor shall submit a cable routing plan that shows the locations of all splices. 23 All splice locations other than those shown in the Plans must be approved by the 24 Engineer. 25 26 All work areas shall be clean and orderly at the completion of Work and at times 27 required by the Engineer during the progress of Work. 28 29 8-20.3.OPT14.ITS.DT1 30 (NWR ITS August 25, 2020) 31 Fiber Optic Cable Installation 32 Fiber optic cables shall be installed in continuous lengths without intermediate splices 33 throughout the project, except at the location(s) specified in the Plans, or as approved 34 in writing by the Engineer. 35 36 The Contractor shall comply with the cable manufacturer's specifications and 37 recommended procedures including, but not limited to the following: 38 39 1. Installation. 40 2. Proper attachment to the cable strength elements for pulling during 41 installation. 42 3. Bi-directional pulling. 43 4. Cable tensile limitations and the tension monitoring procedure. 44 5. Cable bending radius limitations. 45 46 The Contractor shall protect the loops from tangling or kinking. At no time during the 47 length of the project shall the cableâ€™s minimum bending radius specification be 48 violated. 49 50 To accommodate long, continuous installation lengths, bi-directional pulling of the 51 fiber optic cable shall be permitted. 52 Project Roxy SR 531/43rd Roundabout December 2021 21 1 In all cable vaults, pull boxes, and at all splice locations cable slack of 50 feet shall 2 be left by the Contractor, unless otherwise specified in the Plans. The 50 feet length 3 of fiber optic cable shall be coiled and secured with tie wraps to racking hardware or 4 as specified in the Plans. 5 6 Installation shall involve the placement of fiber optic cables in a specified inner duct 7 as defined in the Plans. The Contractor shall ensure that inner ducts are secured to 8 prevent movement during the cable installation process. 9 10 The pulling eye/sheath termination hardware on the fiber optic cables shall not be 11 pulled over any sheave blocks. 12 13 When power equipment is used to install fiber optic cabling, the pulling speed shall 14 not exceed 100 feet per minute. The pulling tension limitation for fiber optic cables 15 shall not be exceeded under any circumstances. 16 17 Large diameter wheels, pulling sheaves, and cable guides shall be used to maintain 18 the appropriate bending radius. Tension monitoring shall be accomplished using 19 commercial dynamometers or load-cell instruments. 20 21 Fiber optic cable lubricant shall be used to reduce pulling tensions for the installation 22 of each fiber optic cable. 23 24 Patch Cord Installation 25 Patch Cords installed within a cabinet shall adhere to the following: 26 27 1. Patch cords contained within a patch panel shall not be more than 1 foot 28 longer than required to make the connection. 29 2. Patch cords between two patch panels shall not be more than 1 foot 30 longer than required to make the connection. 31 3. Patch cords between a patch panel and a device shall not be more than 32 2 feet longer than required to make the connection. 33 4. Patch cords between a patch panel and a device shall be contained inside 34 of 1/2 inch or 3/8 inch split yellow loom. 35 5. Boots shall be glued to the jacket of the patch cord. 36 37 8-20.3.OPT15.ITS.DT1 38 (NWR ITS August 25, 2020) 39 Fiber Optic Cable Splicing 40 Field splices shall be located as shown in the Plans. No additional splices shall be 41 allowed without the approval of the Engineer. 42 43 All fusion splicing equipment shall be in good working order, properly calibrated, and 44 meeting all industry standards and safety regulations. Cable preparation, closure 45 installation and splicing shall be accomplished in accordance with accepted and 46 approved industry standards. 47 48 Upon completion of the splicing operation, all waste material shall be deposited in 49 suitable containers for fiber optic disposal, removed from the job site, and disposed 50 of in an environmentally acceptable manner. 51 52 The Contractor shall use the fusion method for fiber optic splicing. Acceptable fusion Project Roxy SR 531/43rd Roundabout December 2021 22 1 splicing techniques are: 2 3 Local Injections and Detection 4 Profile Alignment System 5 6 The Contractor shall seal all cables where the cable jacket is removed. The cable 7 shall be sealed per the cable manufacturerâ€™s recommendation with an approved 8 blocking material. 9 10 The Contractor shall seal all buffer tubes with an approved blocking material to 11 prevent migration of gel into splice trays. 12 13 All splices shall be contained in splice trays utilizing strain relief, such as heat shrink 14 wraps, as recommended by the splice tray manufacturer. 15 16 8-20.3.OPT16.ITS.DT1 17 (NWR ITS August 25, 2020) 18 Fiber Optic Splice Closure 19 Mainline and distribution cables shall not occupy the same splice closure. Only 20 cables that are being spliced to each other may occupy a single splice closure. Only 21 one preterminated patch panel stub shall occupy any one splice closure except 22 where more than one preterminated patch panel is needed to terminate a single 23 cable. 24 25 Upon sealing the splice closure, the Contractor shall pressurize the closure to 5 psi 26 and test for leaks using a soap-and-water solution per manufacturerâ€™s 27 recommendations. Any leaks found shall be repaired and the test shall be repeated 28 until no leaks are present. Following a successful leak test, the Contractor shall de- 29 pressurize the closure. 30 31 8-20.3.OPT17.ITS.DT1 32 (NWR ITS August 25, 2020) 33 Fiber Optic Cable Labeling 34 Permanent cable labels shall be used to identify fiber optic cables at each termination 35 point and in every pull box and cable vault at the conduit entrance and at the splice 36 closure. The cable labels shall consist of a self-laminating plastic black and yellow 37 tag with the words â€œCAUTION FIBER OPTIC CABLEâ€ and with a space for a custom 38 description of the cable being labeled. The custom portion of the tag shall contain 39 the fiber count, fiber type (SMFO or MMFO), use (mainline, distribution, or other), 40 and cable direction (north, east, south, west), nearest footage as shown on the cable 41 footage markers and the name of the next device where the cable lands. This text 42 shall be machine-printed on adhesive labels and encapsulated by the tagâ€™s self- 43 laminating cover. 44 45 Patch panels shall be labeled with 3/8 in.-1/2 in. printed laminated labels. The labels 46 shall be located inside the patch panel where they can be read with the door open. 47 The labels shall provide a description of what fibers are spliced to each port in the 48 panel. The description shall include port number, fiber purpose, cable direction and 49 fiber numbers (i.e. â€œPorts 13-24: Distribution South 1-12â€). 50 51 8-20.3.OPT18.ITS.DT1 52 (NWR ITS August 25, 2020) Project Roxy SR 531/43rd Roundabout December 2021 23 1 Cable Racking in Pull Boxes and Cable Vaults 2 The Contractor shall rack the cable in vertical figure eight loops, which shall permit 3 pulling slack from the vaults without introducing twist to the cable. 4 5 Cables shall be secured in racked positions with nylon ties. Identification or warning 6 tags shall be securely attached to the cables in at least two locations in each pull box 7 or cable vault. 8 9 All coiled cable shall be protected to prevent damage to the cable and fibers. Racking 10 shall include securing cables to brackets (racking hardware) that extend from the 11 side walls of the pull box. 12 13 All racking hardware shall be stainless steel. 14 15 8-20.3.OPT19.ITS.DT1 16 (NWR ITS August 25, 2020) 17 Fiber Optic Cable Testing 18 Installed optical fiber cable shall be tested for compliance with the transmission 19 requirements of this Special Provision, the cable and hardware manufacturer's 20 specifications, and prescribed industry standards and practices. 21 22 Prior to commencing acceptance testing, the Contractor shall complete the 23 installation of the fiber optic system. This includes sealing the splice closures, 24 completing the splicing and racking the cables in the pull boxes and cable vaults. 25 26 All testing values shall be in metric. 27 28 Types of Testing 29 The two required acceptance tests for optical fiber cable system certification are: 30 31 Power Meter testing 32 33 Optical Time Domain Reflectometer (OTDR) testing 34 35 Power Meter Testing 36 Power meter testing shall be used to measure the end-to-end attenuation of 37 each new fiber installed between a field device and a communications hub as 38 well as between communications hubs. Power meter testing shall be performed 39 at the 1310 and 1550 nanometer wavelength in both directions. 40 41 Prior to commencing testing, the Contractor shall submit the manufacturer and 42 model number of the test equipment along with certification that the power meter 43 has been calibrated within 12 months of the proposed test dates. 44 45 The following information shall be documented for each fiber test measurement: 46 47 1. Fiber/Strand # 48 2. Fiber type (Singlemode or Multimode) 49 3. Cable, tube, and fiber IDs 50 4. Near end and far end test locations 51 Use device names in Contract Plans 52 5. End-to-end attenuation Project Roxy SR 531/43rd Roundabout December 2021 24 1 In each direction and the bidirectional average 2 6. Length of span being tested 3 7. Date, time, and operator 4 8. Wavelength 5 6 Optical Time Domain Reflectometer (OTDR) Testing 7 An optical time domain reflectometer (OTDR) with recording capability shall be 8 utilized to test the end-to-end transmission quality of each optical fiber. Quality 9 tests shall consider attenuation, reflectance, and discontinuities. The OTDR 10 shall be equipped with 1310 nanometer and 1550 nanometer light sources for 11 singlemode optical fibers. The OTDR shall be capable of providing electronic 12 and hard copy records of each test measurement. 13 14 The Contractor shall utilize a dead-zone box (a.k.a. launch reel) containing 1 km 15 of optical fiber, when performing OTDR tests. The dead-zone box shall be 16 located between the OTDR and the fiber optic connector of each strand tested. 17 18 Each new fiber shall be tested in both directions at the 1310 and 1550 19 nanometer wavelengths. Existing fibers that are spliced to or re-spliced as part 20 of this Contract shall also be tested in both directions and at both wavelengths. 21 22 The following information shall be documented for each fiber test measurement: 23 24 1. Fiber/Strand # 25 2. Fiber type (Singlemode or Multimode) 26 3. Cable and fiber IDs 27 4. X-Y plot scaled for fiber length 28 â€¢ The X-axis (Distance) shall be scaled such that the beginning of the 29 trace starts with the OTDR/dead-zone interface. The end of the 30 trace shall extend no more than 1 km beyond the end of the test 31 span. 32 â€¢ The Y-axis (dB) shall be set to maximize the trace. The bottom of 33 the Y scale shall begin above the noise floor and the top of the scale 34 shall be no more than 5 dB higher than the largest event. No events 35 or reflections shall be cut off. 36 5. Near end and far end test locations 37 Use device names in Contract Plans 38 6. Date, time, and operator 39 7. Wavelength 40 8. OTDR Settings 41 â€¢ Index of Refraction 42 â€¢ Averaging time (Minimum of 30 seconds) 43 â€¢ Pulse Width (to provide a smooth trace, excluding events) 44 9. Table of Events that includes: Event ID, Type, Location, Loss, and 45 Reflection. 46 â€¢ Events are defined as: 47 48 1. Any reflectance event in excess of -60 dB 49 2. Any loss occurrence in excess of 0.05 dB 50 3. Any splice location regardless of loss 51 4. Beginning and end of span 52 â€¢ The beginning of the span shall be denoted by the â€œA- Project Roxy SR 531/43rd Roundabout December 2021 25 1 Markerâ€. This marker shall be placed just to the left of 2 the spike of the dead-zone box / fiber interface. 3 â€¢ The end of the span shall be denoted by the â€œB-markerâ€. 4 This marker shall be placed just to the left of the end-of 5 span reflection spike. 6 7 Fiber Optic Performance Requirements 8 1. Splice Loss: 9 â€¢ Shall not exceed 0.20 dB in one direction 10 â€¢ Bidirectional Average shall not exceed 0.15 dB 11 2. Reflectance: 12 â€¢ Shall not exceed -55 dB 13 14 Fiber Cable Testing Documentation 15 The Contractor shall submit one hard copy and one electronic copy of the fiber 16 test results to the Engineer for approval. Only one OTDR test result shall be on 17 each page. The Contractor shall take corrective actions on portions of the fiber 18 installation determined to be out of compliance with these Specifications. 19 20 Upon acceptance of the cable installation and test results, the Contractor shall 21 submit three hard copies and three electronic copies of the fiber test results to 22 the Engineer. 23 24 Hard copy submittals shall be bound in 3-ring binders. Each 3-ring binder shall 25 have the following information on the front and side: 26 27 1. The title â€œFiber Optic Test Resultsâ€ 28 2. The name of the roadway(s) where fiber was installed 29 3. Contract name and number 30 4. Date 31 32 The front cover shall also include the following: 33 34 1. The size of each cable installed and the beginning and ending mileposts of 35 each cable replaced. 36 2. The company name address and phone number that did the fiber optic 37 Work. 38 39 Each 3-ring binder shall also include a table of contents and index dividers for 40 each cable segment and each direction tested. The electronic submittals shall 41 be on compact discs and include one licensed copy of the applicable OTDR 42 reader program. 43 44 The following information shall be included in each test result submittal: 45 46 1. Contract number, Contract name, Contractor name and address 47 2. Dates of cable manufacture, installation, and testing 48 3. Cable specifications 49 â€¢ Manufacturer data sheet 50 â€¢ Helix Factor 51 â€¢ Date of manufacture 52 4. Fiber (Glass) specifications Project Roxy SR 531/43rd Roundabout December 2021 26 1 â€¢ Manufacturer and Part # 2 â€¢ Index of Refraction 3 â€¢ Optical performance (loss/km) 4 â€¢ Mode Field Diameter 5 5. As-Built Records (In accordance with the Special Provisions) 6 6. OTDR test results â€“ No more than one test per page 7 7. Power Meter test results 8 9 Within 30 days of submitting the test results, the Contractor, in the presence of 10 the Engineer, shall re-test a minimum of 5% of the previously tested locations to 11 validate the test results. A 5% sample will be selected randomly from the 12 terminal device locations. 13 14 8-20.3.OPT20.ITS.DT1 15 (NWR ITS August 25, 2020) 16 Ethernet Switches IP Addresses 17 The Contractor shall submit a list of all Ethernet devices and the associated cabinet 18 identification numbers to the Engineer. The Contractor shall program all supplied 19 information into the devices including, time server, gateway, mask, and address, 20 system name, and location. The Contractor shall allow 10 working days to receive 21 the Ethernet IP information from the Engineer. 22 23 8-20.3(1).GR8 24 General 25 26 8-20.3(1).INST1.ITS.DT1 27 Section 8-20.3(1) is supplemented with the following: 28 29 8-20.3(1).OPT1.ESP.DT1 30 (NWR ESP August 25, 2020) 31 Fiber Optic Cable Installation 32 When installing new fiber optic cable or reinstalling existing fiber optic cable into new 33 or existing cable vaults or pull boxes, the installation method shall ensure that the 34 cable is free of dirt and debris as it enters the conduit and that no dirt or debris enters 35 the conduit receiving the cable prior to the conduit being plugged or sealed. 36 37 When installing fiber optic cable, the installation method shall prevent the fiber cable 38 from direct contact with the ground or pavement between pulls or prior to the 39 installation of the fiber cable into the conduit. 40 41 8-20.3(1).OPT2.ESP.DT1 42 (NWR ESP August 25, 2020) 43 Energized Equipment 44 Work shall be coordinated so that electrical equipment, with the exception of the 45 service cabinet, is energized within 72 hours of installation. 46 47 8-20.3(1).OPT3.ESP.DT1 48 (NWR ESP August 25, 2020) 49 Pole Removal 50 Poles designated for removal shall not be removed prior to approval of the Engineer. 51 Project Roxy SR 531/43rd Roundabout December 2021 27 1 8-20.3(1).OPT5.ESP.DT1 2 (NWR ESP August 25, 2020) 3 Construction Core Installation 4 The Contractor shall coordinate installation of construction cores with Contracting 5 Agency maintenance staff through the Engineer. The Contractor shall provide written 6 notice to the Engineer, a minimum of seven working days in advance of proposed 7 installation. The Contractor shall advise the Engineer in writing when construction 8 cores are ready to be removed. 9 10 8-20.3(1).OPT6.ESP.DT1 11 (NWR ESP August 25, 2020) 12 Electrical Equipment Removals 13 Removals associated with the electrical or ITS systems shall not be stockpiled within 14 the project limits without the Engineer's approval. 15 16 8-20.3(1).OPT7.ESP.FT1 17 (NWR ESP August 25, 2020) 18 Contracting Agency Owned Equipment 19 A portion of the temporary or existing equipment to be removed shall remain the 20 property of the Contracting Agency. 21 22 The following shall be disconnected, dismantled, and delivered to the Contracting 23 Agency: 24 25 *** $$1$$ *** 26 27 Removed electrical equipment which remains the property of the Contracting Agency 28 shall be delivered to: 29 30 WSDOT Signal Shop 31 3700 9th Ave. So. 32 Seattle WA 98134 33 Attention: Supervisor of Stores 34 Glen Nakamichi 35 (206) 442-2120 36 37 Five days written advance notice shall be delivered to both the Engineer and the 38 Supervisor of Stores at the address listed above. Delivery shall occur during the 39 hours of 7:00 a.m. and 2:00 p.m. Monday through Thursday. Poles and arms are to 40 be stripped, tagged and kept together for delivery. Cabinets and other small items 41 shall be strapped and palletized. Material will not be accepted without the required 42 advance notice. 43 44 Equipment damaged during removal or delivery shall be repaired or replaced to the 45 Engineer's satisfaction at no cost to the Contracting Agency. 46 47 The Contractor shall be responsible for unloading the equipment where directed by 48 the Engineer at the delivery site. 49 50 8-20.3(1).OPT8.ESP.DT1 51 (NWR ESP August 25, 2020) 52 Wire Removal Project Roxy SR 531/43rd Roundabout December 2021 28 1 Remove all wires from salvaged light and signal standards. 2 3 8-20.3(1).OPT9.ESP.DT1 4 (NWR ESP August 25, 2020) 5 Controller Cabinet Removal 6 Controller cabinets shall not be removed until all associated electronic equipment is 7 removed by Contracting Agency signals personnel. All other equipment shall be 8 removed by the Contractor and delivered within 24 hours following removal to the 9 Contracting Agency. 10 11 8-20.3(1).OPT11.ESP.DT1 12 (NWR ESP August 25, 2020) 13 Contractor Owned Removals 14 All removals associated with electrical or ITS systems, which are not designated to 15 remain the property of the Contracting Agency, shall become the property of the 16 Contractor and shall be removed from the project. 17 18 The Contractor shall: 19 20 Remove all wires for discontinued circuits from the conduit system. 21 22 Remove elbow sections of abandoned conduit entering junction boxes. 23 24 Abandoned conduit encountered during excavation shall be removed to the 25 nearest outlets or as directed by the Engineer. 26 27 Remove foundations entirely, unless the Plans state otherwise. 28 29 Backfill voids created by removal of foundations and junction boxes. Backfilling 30 and compaction shall be performed in accordance with Section 2-09.3(1)E. 31 32 8-20.3(1).OPT12.ESP.DT1 33 (NWR ESP August 25, 2020) 34 Surface Mounted Appurtenances 35 Electrical appurtenances to be surface mounted on structures shall be mounted so 36 that a minimum 1/4 inch space is maintained between the appurtenance and 37 structure. 38 39 8-20.3(1).OPT1.ITS.FT1 40 (NWR ITS August 25, 2020) 41 Existing System Disruption and Restoration 42 The Contractor shall use every precaution to ensure that no Contract Work causes 43 disruptions to the existing systems, except those disruptions that are planned and 44 approved in advance, as defined herein. 45 46 Existing systems include, but are not limited to, the following: 47 48 A. All ITS field devices, such as ramp meter, data collection, and CCTV 49 systems, within the project construction limits. 50 51 B. Fiber optic and TWP data and video communication systems on *** $$1$$ 52 ***. Project Roxy SR 531/43rd Roundabout December 2021 29 1 2 Planned Disruptions 3 Contract Work may require disruptions to existing systems, circuits, and 4 equipment. The Contractor shall schedule the Work and predetermine the 5 affected system(s), extent, start time, and duration of planned disruptions. 6 Planned disruptions shall be scheduled between the hours of 8 p.m. and 4 a.m. 7 If traffic control is required for this Work, the Contractor shall also adhere to the 8 allowable closure hours listed in Subsection Public Convenience and Safety 9 of the Special Provision LEGAL RELATIONS AND RESPONSIBILITIES TO 10 THE PUBLIC. Failure of the Contractor to restore disrupted systems and 11 equipment prior to 4 a.m. will constitute an unplanned disruption, and the 12 "Restoration Procedure" below will apply. 13 14 Requirements 15 Twenty-one calendar days prior to planned disruptions of any existing system, 16 circuit, or equipment, the Contractor shall submit to the Engineer for approval a 17 written Disruption Request. Each Disruption Request shall include the 18 system(s) to be affected, the disruption start date and time, and the estimated 19 duration required. The Contractor shall submit a separate, numbered Disruption 20 Request for each planned disruption. Disruption Request approval or rejection 21 will be returned to the Contractor in writing by the Engineer at least seven 22 calendar days prior to the proposed start of the disruption. The Engineer may 23 reject a requested time or duration and verbally recommend an alternate time or 24 duration agreeable to both the Contractor and the Contracting Agency. 25 26 27 Restoration Procedure 28 Any unplanned disruptions determined by the Engineer to be caused by the 29 actions of the Contractor or the Contractor's representative(s) shall be corrected 30 by the Contractor at no additional cost to the Contracting Agency. 31 32 Upon the occurrence of an unplanned disruption and subsequent notification by 33 the Engineer, the Contractor shall immediately stop all other ITS Work in 34 progress, in accordance with Section 1-08.6, and shall expend all efforts to 35 restore the disrupted system(s) or correct the problem causing the disruption. 36 The Contractor will not be granted an extension of time for delays caused by the 37 repair of disrupted systems. Unplanned disruptions shall result in the 38 assessment of liquidated damages in accordance with the Subsection 39 Liquidated Damages of the Special Provision PROSECUTION AND 40 PROGRESS. 41 42 8-20.3(1).OPT2.ITS.DT1 43 (NWR ITS August 25, 2020) 44 ITS System Order of Work 45 The Contractor shall submit a Type 2 Working Drawing in accordance with Section 46 1-05.3 consisting of a proposal for accomplishing the ITS Work to the Engineer. 47 48 The proposal shall be approved before any ITS fieldwork begins. The proposal shall 49 include a critical path for ITS construction which shows dates of disconnection, 50 reconnection, and installation of the following ITS components as applicable to this 51 Contract: 52 Project Roxy SR 531/43rd Roundabout December 2021 30 1 1. Traffic Data Accumulation And Ramp Metering System 2 2. Closed Circuit Television System 3 3. Highway Advisory Radio System 4 4. Communication Conduit System 5 5. Communication Cable and Interfaces 6 6. Variable Message Sign 7 7. Video, Voice & Data Distribution and Transmission System 8 8. Environmental Sensor Station 9 9. Permanent Traffic Recorder Station 10 11 The critical path shall also indicate all roadway lane shifts or closures that will be in 12 effect during ITS construction. 13 14 8-20.3(1).OPT3.ITS.DT1 15 (NWR ITS August 25, 2020) 16 Removal and Delivery of Existing ITS Equipment 17 Where identified in the Plans, the Contractor shall remove and deliver the existing 18 devices to: 19 20 3700 9th Ave. S. 21 Seattle WA 98134 22 Attention: Supervisor of Stores 23 Glen Nakamichi 24 (206) 442-2120 25 26 Five days written advance notice shall be given to both the Engineer and the 27 Supervisor of Stores at the address listed above. Delivery shall occur between the 28 hours of 7:00 a.m. and 2:00 p.m. Monday through Thursday. Material will not be 29 accepted without the required advance notice. 30 31 Equipment damaged during removal or delivery shall be repaired or replaced to the 32 Engineerâ€™s satisfaction at no cost to the Contracting Agency. 33 34 8-20.3(5).GR8 35 Conduit 36 37 8-20.3(5).INST1.ITS.DT1 38 Section 8-20.3(5) is supplemented with the following: 39 40 8-02.3(5)A.GR8 41 Seeding Area Preparation 42 43 8-20.3(5)A1.ESP.DT1 44 Fiber Optic Conduit 45 46 8-20.3(5)A1.INST1.ESP.DT1 47 Section 8-20.3(5)A1 is supplemented with the following: 48 49 8-20.3(5)A1.OPT1.ESP.DT1 50 (NWR ESP August 25, 2020) 51 When multiple conduits are installed in the same trench, one location wire 52 shall be placed between conduits. When multiple conduits are installed in Project Roxy SR 531/43rd Roundabout December 2021 31 1 the same boring, one location wire is required for the conduit bundle. 2 3 Location wire routed into pull boxes or cable vaults shall be attached to the 4 â€œCâ€ channel or the cover hinge bracket with stainless steel bolts and straps. 5 A 1-foot loop of locate wire shall be provided above the channel as shown 6 in the Plans. 7 8 8-20.3(5)A2.ESP.DT1 9 ITS and Cabinet Outer and Inner Duct Conduit 10 11 8-20.3(5)A2.INST1.ESP.DT1 12 Section 8-20.3(5)A2 is supplemented with the following: 13 14 8-20.3(5)A2.OPT1.ESP.DT1 15 (NWR ESP August 25, 2020) 16 Conduit Seal 17 Existing conduits, entering cabinets, that are scheduled to have cables 18 added or removed shall be sealed with an approved mechanical plug or 19 waterproof foam at both ends of the conduit run. 20 21 Existing Outer duct and inner duct conduit, entering cabinets, that are 22 scheduled to have cables added or removed shall be sealed according to 23 this section. 24 25 8-20.3(5).OPT1.ITS.DT1 26 (NWR ITS August 25, 2020) 27 Cabinet Conduit Sealing 28 All conduits entering pad mounted cabinets and all conduits entering ITS hubs shall 29 be sealed with an approved mechanical plug at both ends of the conduit run. Conduit 30 duct seal will not be accepted. This applies to all new conduits and all existing 31 conduits that cables have been added to or removed from. 32 33 Pad mounted cabinets shall include all cabinets installed on a concrete foundation. 34 35 8-20.3(6).GR8 36 Junction Boxes, Cable Vaults, and Pull boxes 37 38 8-20.3(6).INST1.ESP.DT1 39 Section 8-20.3(6) is supplemented with the following: 40 41 8-20.3(6).OPT1.ESP.DT1 42 (NWR ESP August 25, 2020) 43 Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, 44 cable vaults and pull boxes shall not be placed within the traveled way or paved 45 shoulders. 46 47 All junction boxes, cable vaults, and pull boxes placed within the traveled way or 48 paved shoulders shall be heavy-duty. 49 50 Wiring shall not be pulled into any conduit until all associated junction boxes have 51 been adjusted to, or installed in, their final grade and location, unless installation is 52 necessary to maintain system operation. If wire is installed for this reason, sufficient Project Roxy SR 531/43rd Roundabout December 2021 32 1 slack shall be left to allow for future adjustment. 2 3 Prior to installing new cables or reinstalling existing cables into new or existing cable 4 vaults, pull boxes or junction boxes, the cable vault, pull box or junction box shall be 5 cleaned of all dirt and debris. 6 7 When junction boxes, cable vaults and pull boxes are installed or adjusted prior to 8 construction of finished grade, pre-molded joint filler for expansion joints may be 9 placed around the junction boxes, cable vaults and pull boxes. The joint filler shall 10 be removed prior to adjustment to finished grade. 11 12 When junction boxes, cable vaults or pull boxes are adjusted to finished grade, the 13 six-inch gravel pad requirements shall be maintained. When existing junction boxes 14 pull boxes or cable vaults do not have this gravel pad, or the gravel pad does not 15 meet these Specifications, a gravel pad, meeting these Specifications shall be 16 installed as part of the adjustment to finished grade. 17 18 Heavy-duty Type 4, 5 and 6 junction boxes, cable vaults and pull boxes shall be 19 installed in accordance with the following: 20 21 1. Excavation shall be sufficient to leave one foot in the clear between their 22 outer surface and the earth bank. 23 24 2. Junction boxes, cable vaults and pull boxes shall be installed on a level 6- 25 inch layer of crushed surfacing top course, in accordance with Section 9- 26 03.9(3), placed on a compacted or undisturbed foundation. The crushed 27 surfacing shall be compacted in accordance with Section 2-09.3(1)E. 28 29 3. After installation, the lid/cover shall be kept bolted down during periods 30 when Work is not actively in progress at the junction box, cable vault or pull 31 box. 32 33 4. Before closing the lid/cover, the lid/cover and the frame/ring shall be 34 thoroughly brushed and cleaned of all debris. There shall be absolutely no 35 visible dirt, sand or other foreign matter between the bearing surfaces. 36 37 5. When the lid/cover is closed for the final time, a liberal coating of anti-seize 38 compound shall be applied to the bolts and nuts and the lid shall be securely 39 tightened. 40 41 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side 42 of the box, to allow the lid to open away from traffic. Hinges shall allow the 43 lid to open 180 degrees. 44 45 8-20.3(8).GR8 46 Wiring 47 48 8-20.3(8).INST1.GR8 49 Section 8-20.3(8) is supplemented with the following: 50 51 8-20.3(8).OPT1.ESP.DT1 52 (NWR ESP August 25, 2020) Project Roxy SR 531/43rd Roundabout December 2021 33 1 Wire Labels 2 At each junction box, all illumination wires, power supply wires, and communication 3 cable shall be labeled with a PVC marking sleeve. For illumination and power supply 4 circuits the sleeve shall bear the circuit number. For communication cable the sleeve 5 shall be marked â€œCommâ€. 6 7 8-20.3(8).OPT2.ESP.DT1 8 (NWR ESP August 25, 2020) 9 Wire Splices 10 All splices shall be made in the presence of the Engineer. 11 12 8-20.3(8).OPT3.ESP.DT1 13 (NWR ESP August 25, 2020) 14 Illumination Circuit Splices 15 Temporary splices shall be the heat shrink type. 16 17 8-20.3(9).GR8 18 Bonding, Grounding 19 20 8-20.3(9).INST1.ITS.DT1 21 Section 8-20.3(9) is supplemented with the following: 22 23 8-20.3(9).OPT1.ESP.DT1 24 (NWR ESP August 25, 2020) 25 Where shown in the Plans or where designated by the Engineer, the metal frame and 26 lid of existing junction boxes shall be grounded to the existing equipment grounding 27 system. The existing equipment grounding system shall be derived from the service 28 serving the raceway system of which the existing junction box is a part. 29 30 8-20.3(9).OPT1.ITS.DT1 31 (NWR ITS August 25, 2020) 32 Where existing ITS conduits are utilized, an equipment-grounding conductor shall be 33 installed except for conduits with innerduct. 34 35 In addition to the conductors called for in the Contract, all ITS conduits without 36 innerduct shall be installed with an equipment-grounding conductor and bonding 37 jumpers sized per NEC 250-122, with the exception that the minimum size shall be 38 8 AWG. 39 40 All new and existing junction boxes, cable vaults and pull boxes that an equipment- 41 grounding conductor is pulled to shall be bonded in accordance with Section 8- 42 20.3(9). 43 44 Location wires shall not be connected to the equipment-grounding system. For 45 attachment of location wires, see Subsection Location Wire in the Special Provision 46 COMMUNICATION CONDUIT SYSTEM. 47 48 Supplemental grounding shall be provided at signal standards for ramp meters and 49 steel sign posts for advance warning signs. Foundations for these standards shall 50 be installed with a bare 4 AWG copper wire, which is connected to the reinforcing 51 cage with an approved acorn clamp or exothermic weld and routed to connect to the 52 pole at the grounding lug. Project Roxy SR 531/43rd Roundabout December 2021 34 1 2 8-20.3(10).GR8 3 Service, Transformer, and Intelligent Transportation System (ITS) Cabinets 4 5 8-20.3(10).INST1.ITS.DT1 6 Section 8-20.3(10) is supplemented with the following: 7 8 8-20.3(10).INST1.ESP.DT1 9 Section 8-20.3(10) is supplemented with the following: 10 11 8-20.3(10).OPT1.ESP.DT1 12 (NWR ESP August 25, 2020) 13 Cabinet Construction Core 14 A green construction core shall be installed for each cabinet core lock. Upon 15 Contract completion, two master keys for each cabinet shall be delivered to the 16 Engineer. 17 18 8-20.3(10).OPT1.ITS.DT1 19 (NWR ITS August 25, 2020) 20 Cabinet Labeling 21 The Contractor shall mark each ITS device cabinet and transformer cabinet by 22 affixing vinyl lettering which matches the alphanumeric device number as shown in 23 the Plans to the outside of the cabinet. The vinyl letters shall be black on unpainted 24 cabinets and white on painted cabinets. The lettering shall be Highway Font Series 25 C, 4-inch font. The lettering shall be centered horizontally and begin at the top of the 26 cabinet. The first line of text shall be the three number designation of the State 27 Route. The following line(s) shall be the seven character designation of the 28 device(s). The lettering shall be on the side of the cabinet most visible from the 29 roadway. The alphabetical portion of the name shall be in lowercase. 30 31 The Contractor shall install an engraved nameplate, identifying the power source for 32 each cabinet. The nameplate shall consist of white letters on a red background and 33 be permanently affixed to the inside of the cabinet door. The nameplate text shall 34 read â€œCabinet Power Sourceâ€ in Â½ inch nominal letters followed by the service name 35 or transformer name (e.g. SUA173 or 005xf17850), as appropriate, in 1 inch nominal 36 letters. 37 38 8-20.3(10).OPT2.ITS.DT1 39 (NWR ITS August 25, 2020) 40 Display Panel Labeling 41 Existing cabinets as identified in the Plans shall have all of the existing loop 42 nameplates removed from the display panel. The display panel shall be cleaned of 43 residue and debris. New nameplates shall be installed according to the new loop 44 layout as per the Field Wiring Chart supplied by the Engineer on request. The new 45 nameplates shall be printed, permanent industrial grade outdoor vinyl detector label 46 with black text on white background. The label shall not exceed 2.0 in. wide by 0.5 47 in. tall. Text shall not be smaller than 3/16 in. tall. 48 49 8-20.3(10).OPT3.ITS.DT1 50 (NWR ITS August 25, 2020) 51 Model 330 & Model 334 Cabinet Testing 52 Traffic data accumulation and ramp metering equipment shall undergo two separate Project Roxy SR 531/43rd Roundabout December 2021 35 1 sets of tests prior to final acceptance. The Contractor or vendor shall deliver the 2 equipment to the Contracting Agency in Seattle, Washington for the first test. After 3 installation in the field, Contracting Agency personnel will perform a second test. 4 5 Shop Test 6 The Contractor or Vendor shall arrange to deliver the equipment for testing to the 7 Northwest Region Signal Maintenance Shop (Shop) located at: 8 9 3700 9th Ave S 10 Seattle, WA 98134 11 Attention: Northwest Region Signals Purchasing 12 (206) 442-2120 13 14 Delivery shall be by appointment only. The Contractor or Vendor shall label all 15 equipment and paperwork with the Contract number prior to delivery. 16 17 The Contracting Agency will limit testing to 25 calendar days for two controller and 18 cabinet assemblies with 2 additional calendar days for each additional controller and 19 cabinet assembly. Shop testing may extend beyond the allowed test period if a 20 cabinet assembly fails any test. 21 22 Shop Testing shall consist of a Compliance Test, a Cabinet Functional Test, and a 23 Controller Functional Test. 24 25 Compliance Test 26 Contracting Agency personnel will verify that all equipment provided meets the 27 requirements of the Plans and all applicable Specifications. This includes 28 verification of cabinet documentation, including two cabinet wiring diagrams 29 and a wiring diagram and maintenance manual for all auxiliary equipment 30 furnished in each cabinet. Any documents found to be in error shall be 31 corrected by the Vendor and delivered to the Shop before the cabinet will be 32 released. Equipment such as display panel labels, fiber optic patch panels and 33 communications equipment that is to be installed in the field by the contractor 34 is not required for shop testing. 35 36 Cabinet Functional Test 37 Contracting Agency personnel will energize each cabinet and verify that all 38 equipment operates correctly according to all applicable Specifications. 39 40 Controller Functional Test 41 Contracting Agency personnel will test all controllers provided for proper 42 operation per all applicable Specifications. Controllers may be tested 43 separately or in conjunction with the Cabinet Functional Test. 44 45 If a cabinet fails any part of the test, the Engineer will be notified and the cause of 46 the failure shall be corrected by the Contractor or Vendor. 47 48 A failed component that can be easily removed without the use of tools (e.g., load 49 switch, loop amp, etc.) shall be replaced by the Contractor or Vendor. After 50 replacement of the faulty component, the cabinet shall be tested again. 51 52 Any cabinet that requires troubleshooting or repairs beyond replacement of a Project Roxy SR 531/43rd Roundabout December 2021 36 1 pluggable component shall be rejected and removed from the Shop by the Contractor 2 or Vendor for repairs or replacement. The repaired or replaced cabinet shall be 3 returned to the Shop and fully tested per the above requirements. 4 5 A failed controller shall be repaired or replaced by the Contractor or Vendor and will 6 be re-tested by Contracting Agency personnel. A failed controller will not delay the 7 release of the cabinet. 8 9 The Engineer will notify the Contractor of all rejections. The Contractor or Vendor 10 shall remove all rejected equipment from the Shop within seven calendar days 11 following receipt of the rejection notice. If not removed accordingly, the Shop will 12 forward the equipment to the Contractor, freight collect. 13 14 All equipment except accepted controllers shall be removed from the Shop within 15 seven working days following notice of final approval and acceptance. If not removed 16 accordingly, the shop will forward the equipment to the Contractor freight collect. 17 Accepted controllers shall remain in the shop until requested by the Contractor for 18 the turn-on test. 19 20 The Contractor will not be granted an extension of time for delays caused by rejected 21 equipment. 22 23 Field Test 24 Field testing will commence following the complete installation of the cabinet and 25 controller, including all field wiring, ramp meter signal displays, flashers, loops, etc., 26 as required by the contract. This testing will consist of Set-up, System Compliance 27 Test, System Functional Test and a Turn-on Test for Ramp Meter installations. 28 29 Set-up 30 Following notification from the Engineer that the data station or ramp meter 31 system is fully installed, Contracting Agency personnel will install the controller 32 and set up the cabinet for operation. This includes connecting the controller to 33 the communications system, assigning and setting the controllerâ€™s drop address 34 and tuning loop amplifiers. 35 36 System Compliance Test 37 Contacting Agency personnel will verify that all equipment is installed per the 38 Plans and all applicable Specifications. This will include communications gear, 39 fiber-optic patch panels, field wiring, cabinet labels, display panel labels, ramp 40 meter signal display placement, stop line placement, loop placement and 41 alignment, signage and any other equipment required by the Contract. 42 43 System Functional Test 44 Contracting Agency personnel will verify that the cabinet and control assembly 45 and all associated field equipment operate correctly according to all applicable 46 Specifications. This includes verification of communications with the TMC, 47 verification that all inductive loops are installed and terminated per the Plans, 48 verification that all loops detect traffic in the lanes specified in the Plans, 49 verification that all flashers operate correctly, verification that all ramp meter 50 signal displays turn on and operate correctly. 51 52 Ramp Meter Turn-On Project Roxy SR 531/43rd Roundabout December 2021 37 1 In any cabinet that is to be used as a ramp meter, the Advanced Warning Sign 2 (AWS) flasher and ramp meter signal displays shall be disabled until the ramp 3 meter is ready to be turned on. Ramp metering shall not begin until all three 4 field tests above are completed satisfactorily. Any failures or discrepancies shall 5 be corrected by the Contractor prior to operating the ramp meter. Within 72 6 hours before ramp metering is scheduled to begin, Contracting Agency 7 personnel will verify that all cabinet equipment is set up and ready for metering 8 operations. This includes ensuring the AWS flasher and all ramp meter signal 9 displays functioning properly. 10 11 8-20.3(11).GR8 12 Testing 13 14 8-20.3(11).INST1.ESP.DT1 15 Section 8-20.3(11) is supplemented with the following: 16 17 8-20.3(11).OPT1.ESP.DT1 18 (NWR ESP August 25, 2020) 19 Communication Cable Acceptance Testing 20 Communications cable acceptance testing shall be performed for each pair of 21 conductors. Acceptance testing shall commence only after all communication cable 22 is installed, and all splices have been completed, with the exception of the splices 23 connecting the new cable to existing cable. If any test fails, repairs shall be made by 24 the Contractor and the entire test series shall be repeated. 25 26 Three tests shall be performed on each cable installation. All tests shall be 27 conducted in the presence of the Engineer. The Contractor shall provide the 28 necessary test equipment, perform the tests, and document the results. When the 29 tests are completed, whether successful or not, the test result documentation shall 30 be provided to the Engineer. All tests shall be conducted on all pairs in the 31 communication cable to each cable drop point. Seven calendar days notice shall be 32 given by the Contractor prior to performing any of the tests. 33 34 For each arterial all testing shall be conducted from the same cable drop point. 35 36 Continuity Test: 37 The continuity test shall be made on each conductor as well as the cable shield. 38 Each conductor and/or shield shall show a resistance of not more than 20 ohms 39 per 1,000 feet of conductor. The resistance of each conductor shall be recorded. 40 41 Insulation Test: 42 The insulation test shall be measured on each insulated conductor with all other 43 conductors in the cable (including cable shield) grounded. The measurement 44 shall be made with a DC potential of not less than 60% and not more than 90% 45 of the insulation rating for 1 minute. Insulation resistance shall exceed 5,000 46 megohm-miles. The insulation resistance of each conductor shall be recorded. 47 48 Frequency Response and Noise Test: 49 The frequency response and noise tests shall be performed on each pair of 50 conductors. All tests shall be made using transmission test instruments 51 designed especially for use on data circuits. Two such instruments are required; 52 one for use at the designated testing location and the other for use at each cable Project Roxy SR 531/43rd Roundabout December 2021 38 1 drop location. 2 3 The test sets shall be subject to approval by the Engineer prior to the start of the 4 tests. 5 6 The first test shall measure frequency response from the test location to each 7 cable drop. A tone of 0 dBm shall be applied to the transmitting end and the 8 signal level shall be measured at the receiving end. The cable pair being tested 9 shall be isolated from ground and terminated in 600 ohms at both test locations. 10 A 10,000 ohm resistor shall terminate the same pair at all other cable drop 11 locations. The test shall be performed at frequencies of 300, 500, 700, 1,004, 12 1,500, 2,300 and 3,000 Hz. The received tone shall be: 13 14 Greater than minus 16 dBm at 1,004 Hz. 15 16 2 dB gain to 8 dB loss with respect to the level at 1,004 Hz over the 17 frequency range of 500 to 2,500 Hz. 18 19 2 dB gain to 12 dB loss with respect to the level at 1,004 Hz over the 20 frequency ranges of 300 to 500 Hz and 2,500 to 3,000 Hz. 21 22 The second test shall measure circuit or background noise. The cable pair being 23 tested shall be terminated the same as in the previous test. A C-message filter 24 in the test set shall restrict the spectrum to the range normally used for voice- 25 grade data circuits. The noise level shall be at least 13 dB below the lowest 26 signal level measured in the first test. 27 28 All test data shall be recorded in an approved format. Cables that fail the tests shall 29 be repaired or replaced as directed by the Engineer. 30 31 8-20.3(14)C.GR8 32 Induction Loop Vehicle Detectors 33 34 8-20.3(14)C.INST1.ESP.DT1 35 Item No. 1 and the last sentence of Item No. 3 of Section 8-20.3(14)C are deleted. 36 37 8-20.3(14)C.INST2.ESP.DT1 38 Section 8-20.3(14)C is supplemented with the following: 39 40 8-20.3(14)C.OPT1.ESP.DT1 41 (NWR ESP August 25, 2020) 42 Round Loops 43 Round loops shall be constructed in accordance with the following requirements: 44 45 1. Loop conductor and lead in cable shall conform to these Special 46 Provisions. 47 48 2. Round sawcuts shall be six feet in diameter and shall be constructed 49 using equipment designed for cutting round loops. The equipment 50 shall use a concave, diamond-segmented blade. The sawcuts shall be 51 normal to the pavement surface and shall be a minimum of 0.25 inches 52 wide. The sawcut depth shall be a minimum of 2-5/8 inches and a Project Roxy SR 531/43rd Roundabout December 2021 39 1 maximum of 3 inches measured at any point along the perimeter, 2 except on bridge decks. Other methods of constructing the round 3 sawcut, such as anchoring a router or flat blade saw, will not be 4 allowed. 5 6 3. The bottom of the sawcut shall be smooth. No edges created by 7 differences in sawcut depths will be allowed. 8 9 4. All sawcut corners shall be rounded to a minimum 1.5 inch radius. 10 11 5. All sawcuts shall be cleaned with a 1000 psi high pressure washer as 12 certified by the manufacturer's label on the machine or as measured 13 by an in line pressure gauge. Wash water and slurry shall be 14 vacuumed out and the sawcut shall be blown dry with compressed air. 15 Disposal of the wash water and slurry shall comply with the 16 requirements of Section 1-07.5(3) and the Special Provision LEGAL 17 RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 18 19 6. Loops shall be installed after grinding and prior to the final lift of 20 roadway surfacing material. 21 22 7. The conductor shall be installed one turn on top of the previous turn. 23 All turns shall be installed in a clockwise direction. The conductors 24 shall be secured to prevent floating with 2-inch lengths of high 25 temperature foam backer rod sized for a snug fit. The backer rod shall 26 be spaced at 2-foot intervals around the perimeter of the sawcut and 27 at corners. 28 29 8. Installation of the sealant shall completely encapsulate the loop 30 conductors. A minimum of one inch of sealant shall be provided 31 between the top of the conductors and the top of the sawcut. The top 32 of the sealant shall be flush to 1/8 inch below the top of the sawcut. 33 34 9. Use of kerosene solvent is prohibited. 35 36 8-20.3(14)C.OPT2.ESP.DT1 37 (NWR ESP August 25, 2020) 38 Loop Sealant 39 Loop sealants shall be installed per manufacturerâ€™s recommendations. 40 41 If 3M Black 5000 sealant is used, it shall be installed so that the sealant is 42 protected from wheel tracking prior to the sealant being fully cured. When 3M 43 Black 5000 loop sealant is installed below the final lift of an HMA installation, a 44 minimum of 5 consecutive days of cure time is required before the final lift is 45 installed. 46 47 8-20.3(14)C.OPT3.ESP.DT1 48 (NWR ESP August 25, 2020) 49 Existing Traffic Loops 50 The Contractor shall notify the Area Traffic Engineer through the Engineer a 51 minimum of five working days in advance of pavement removal or grinding in 52 areas with existing loops. Project Roxy SR 531/43rd Roundabout December 2021 40 1 2 If the Engineer suspects that damage to any loop, not identified in the Plans as 3 being replaced, may have resulted from Contractorâ€™s operations or is not 4 operating adequately, the Engineer may order the Contractor to perform the field 5 tests specified in Section 8-20.3(14)D. The test results shall be recorded and 6 submitted to the Engineer. Loops that fail any of these tests shall be replaced. 7 8 Loops that fail the tests, as described above, and are replaced shall be installed 9 in accordance with current Contracting Agency design guidelines and Standard 10 Plans, as determined by the Engineer. 11 12 If traffic signal loops that fail the tests, as described above, are not replaced and 13 operational within 48 hours, the Contractor shall install and maintain interim 14 video detection until the replacement loops are operational. The type of interim 15 video detection furnished shall be approved by the Engineer prior to installation. 16 17 8-20.3(14)D.GR8 18 Test for Induction Loops and Lead-in Cable 19 20 8-20.3(14)D.INST1.ESP.DT1 21 Section 8-20.3(14)D is supplemented with the following: 22 23 8-20.3(14)D.OPT1.ESP.DT1 24 (NWR ESP August 25, 2020) 25 Existing Induction Loop Tests 26 Test A and Test D are revised as follows: 27 28 Test A - The DC resistance between the 2 lead-in cable wires, including the 29 loop, shall be measured by a volt ohmmeter. The resistance shall not 30 exceed 5-ohms or lower the Q of the circuit below 5 where Q is equal to the 31 â€œInductive Impedance @ 50 kHzâ€ divided by â€œResistanceâ€. 32 33 Test D - An inductance test shall be made to determine the inductance level 34 of each inductance loop. The Contractor shall record the inductance level 35 of each inductance loop installed on the project and shall furnish the 36 findings to the Engineer. An induction level, as measured from the controller 37 cabinet, below 50-microhenries is considered a failure. 38 39 8-20.3(14)D.OPT2.ESP.DT1 40 (NWR ESP August 25, 2020) 41 Existing Lead-in Cable Test 42 When new induction loops are scheduled to be installed and spliced to an 43 existing two-conductor shielded detector lead-in cable, the Contractor shall 44 perform the following: 45 46 1. Disconnect the existing detector lead-in cable in the controller cabinet 47 and at the loop splice. 48 2. Megger test both detector lead-in cable conductors. A resistance 49 reading of less than 100-megohms is considered a failure. 50 3. Detector lead-in cables that fail the test shall be replaced and then 51 retested. 52 4. After final testing of the detector lead-in cable, the loop installation shall Project Roxy SR 531/43rd Roundabout December 2021 41 1 be completed and the loop system tested according to Tests A, C and 2 D. 3 5. Connect the detector lead-in cables in the controller cabinet. 4 5 8-20.3(14)D.OPT3.ESP.DT1 6 (NWR ESP August 25, 2020) 7 Existing Loop Test 8 When two-conductor shielded detector lead-in cable is scheduled to be installed 9 and spliced to an existing loop, the Contractor shall perform the following: 10 11 1. Disconnect the existing loop from the detector lead-in splice. 12 2. Megger test the existing loop wire. A resistance reading of less than 13 100-megohms is considered a failure. 14 3. Loops that fail the test shall be replaced and then retested. 15 4. After the final testing of the loops, the detector lead-in cable installation 16 shall be completed and the loop system tested according to Tests A, C 17 and D. 18 19 8-20.3(14)C.GR8 20 Induction Loop Vehicle Detectors 21 22 8-20.3(14)C.INST1.ITS.DT1 23 Section 8-20.3(14)C is supplemented with the following: 24 25 8-20.3(14)C.OPT1.ITS.DT1 26 (NWR ITS August 25, 2020) 27 ITS Traffic Data and Speed Induction Loop Detectors - Spacing 28 Traffic data and speed loops shall be installed 17 feet (Â± 1 inch) apart, measured 29 from leading edge to leading edge in each lane, as detailed in the ITS Plans. 30 Loop spacing not meeting this requirement shall be reinstalled, by the 31 Contractor, in accordance with these provisions at no additional charge to the 32 Contracting Agency. 33 34 With the approval of the Engineer, the loop lead in junction box and the entire 35 loop array (set) may be shifted up to 100 ft maximum, where the plan loop 36 locations call for the loops to be installed in existing pavement with joints or 37 severe cracking. If required, additional conduit and junction boxes necessary 38 for loop shifting shall be addressed in accordance with Section 1-04.4. 39 40 8-20.3(17).GR8 41 â€œAs Builtâ€ Plans 42 43 8-20.3(17).INST1.ITS.DT1 44 Section 8-20.3(17) is supplemented with the following: 45 46 8-20.3(17).OPT1.ITS.DT1 47 (NWR ITS August 25, 2020) 48 As-Built Records 49 The Contractor shall provide the Engineer with a cable route diagram for all installed 50 fiber optic and twisted pair cables. The diagram shall show the actual cable routes 51 and "meter marks" where each cable enters and exits pull boxes, cable vaults, 52 junction boxes, splices and termination points. The Contractor shall record these Project Roxy SR 531/43rd Roundabout December 2021 42 1 points during cable installation. The diagram shall also include all ITS device 2 locations as well as the location and quantity of slack cable. The cable route diagram 3 shall be submitted to the Engineer as part of the Fiber Cable Testing documentation. 4 5 8-20.4.GR8 6 Measurement 7 8 8-20.4.INST1.ESP.DT1 9 Section 8-20.4 is supplemented with the following: 10 11 8-20.4.OPT1.ESP.DT1 12 (NWR ESP August 25, 2020) 13 Induction loop type ___ will be measured per each complete installation. 14 15 8-20.4.OPT2.ESP.DT1 16 (NWR ESP August 25, 2020) 17 Grounding existing junction box will be measured per each junction box properly 18 grounded. 19 20 8-20.5.GR8 21 Payment 22 23 8-20.5.INST1.GR8 24 Section 8-20.5 is supplemented with the following: 25 26 8-20.5.OPT1.ITS.DT1 27 (NWR ITS August 25, 2020) 28 â€œClosed Circuit Television Systemâ€, lump sum. 29 â€œCommunication Conduit Systemâ€, lump sum. 30 â€œCommunication Cables and Interfacesâ€, lump sum. 31 â€œVideo, Voice & Data Distribution & Transmission Systemâ€, lump sum. 32 â€œHighway Advisory Radio Systemâ€, lump sum. 33 â€œVariable Message Signâ€, lump sum. 34 â€œEnvironmental Sensor Stationâ€, lump sum. 35 â€œPermanent Traffic Recorder Stationâ€, lump sum. 36 37 The lump sum Contract price for â€œClosed Circuit Television Systemâ€, â€œCommunication 38 Conduit Systemâ€, â€œCommunication Cables and Interfacesâ€, â€œVideo, Voice & Data 39 Distribution & Transmission Systemâ€, â€œHighway Advisory Radio Systemâ€, â€œVariable 40 Message Signâ€, â€œEnvironmental Sensor Stationâ€, and â€œPermanent Traffic Recorder 41 Stationâ€, shall be full payment for the construction of the complete Intelligent 42 Transportation System, modifying existing systems, or both, as shown in the Plans and 43 herein specified including excavation, backfilling, concrete foundations, conduit, wiring, 44 restoring facilities destroyed or damaged during construction, salvaging existing 45 materials, and for making all required tests. All additional materials and labor, not shown 46 in the Plans or called for herein and which are required to complete the Intelligent 47 Transportation System, shall be included in the lump sum Contract price. 48 Project Roxy SR 531/43rd Roundabout December 2021 43 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PANATTONI ARLINGTON INTERSECTION TRAFFIC MITIGATION 90% SUBMITTAL SCHEDULE OF DRAWINGS SHT. NO. DWG. NO. DESCRIPTION 01 CVR COVER SHEET 02 - 03 AL-1 - AL-1B HORIZONTAL CONTROL PLAN 04 - 05 EC-1 - EC-1B EXISTING CONDITIONS AND SURVEY CONTROL PLANS 06 - 07 RM-1 - RM-1B REMOVAL AND T.E.S.C PLANS 08 RM-2 EROSION CONTROL DETAILS 09 - 11 XS-1 - XS-2B TYPICAL ROADWAY SECTIONS 12 XS-3 CURB DETAILS 13 - 14 PV-1 - PV-1B PAVING PLAN 15 PV-2 TRUCK APRON JOINTING DETAIL 16 - 20 PP-1 - PP-2D 172ND ST NE PLAN AND PROFILE 21 PP-3 43RD AVE NE PLAN AND PROFILE 22 - 23 SD-1 - SD-1B 172ND ST NE STORM DRAINAGE PLANS AND PROFILE 24 SD-2 43RD AVE NE STORM DRAINAGE PLANS AND PROFILE 25 SD-3 STORM DRAINAGE DETAILS 26 - 27 ADA-1 - ADA-2 ACCESSIBILITY DETAILS 28 - 32 PM-01 - PM-06 PAVEMENT MARKING PLAN 33 - 38 SG-01 - SG-06 SIGNING PLAN 39 - 40 IL-01 - IL-02 ILLUMINATION PLAN 41 - 4547 TS-01 - TS-05 FIBER AND RRFB PLAN VICINITY MAP Call N.T.S. before you D g. 8-1-1 or 1-800-424-5555 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - CVR DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 01 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM COVER SHEET 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET 74+00 43RD AVENUE NE 400.00' N1Â° 35' 20"E 172ND HOLDINGS LLC 31052100304800 CORP OF PRESIDING BISHOP OF LDS 73+00 31052100304300 46.00' STA:4+14.86, 78.00' LT STA:3+68.91, 74.49' LT 30.00' 16.00' STA:4+28.86, 78.20' LT PROPOSED RIGHT-OF-WAY STA:2+16.33, 40.00' LT (2,150 SF) STA:3+36.03, 54.00' LT STA:4+57.27, 50.00' LT 172ND HOLDINGS LLC 31052100304800 STA:2+76.35, 54.00' LT MATCHLINE STA 11+00 SHEET PROPOSED RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY (13,310 SF) (125 SF) WSDOT ROW 72+00 WSDOT ROW BP: 0+00.00 54.00' 172ND ST NE STA: 4+00 = 40.00' 43RD AVE NE STA: 71+46.00 0+00 PI: 4+00.00 1+00 (STA: 176+10.33 PER WSDOT 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 172ND ROW PLANS) 86.00' 400.00' 4+00 PI: 71+46.00 5+00 80.00' S87Â° 34' 26"E 6+00 N 423183.60 2610.44' 7+00 BP: 11+25.23 8+00 E 1313201.08 9+00 50.00' 50.00' N 423109.13 30.00' 10+00 11+00 90.7Â° 89.3Â° E 1313737.67 172ND ST NE WSDOT ROW STA:1+10.57, 46.00' RT 11+25 WSDOT ROW 71+00 STA:1+10.62, 50.00' RT WAL-MART STORES INC STA:3+31.56, 50.00' RT 12+00 31052800207000 13+00 HERITAGE BANK 14+00 STA:4+74.68, 30.00' RT 15+00 31052800207000 16+00 AHBL #102 PI: 11+87.10 AMAZON.COM SERVICES LLC S73Â° 57' 35"E N 423135.39 31052800100500 STA:3+69.07, 82.69' RT 61.87' E 1313663.02 PROPOSED RIGHT-OF-WAY S87Â° 31' 16"E AHBL #103 EL: 125.47 765.32' N 423123.27 AL-1B NAIL AND WASHER OUTSIDE EDGE OF SHARED USE PATH E 1314257.93 68.00' STA:4+36.88, 67.68' RT EL: 123.64 NAIL AND WASHER PROPOSED RIGHT-OF-WAY (458 SF) 70+00 32.00' 36.00' HERITAGE BANK NOTES ALIGNMENT LEGEND 31052800207000 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. 1732490 (TITLE 202151-SC, ITEM 10) 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE 1146.00' CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER N1Â° 41' 03"E WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM 69+00 CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. 43RD AVENUE NE TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 2 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N NOTES ALIGNMENT LEGEND GRAPHIC SCALE 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW 0 20 40 80 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 1" = 40 FEET 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, MATCHLINE STA 22+00 SEE BELOW MATCHLINE STA 11+00 SHEET BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 BP: 40+00.00 40+00 15+00 16+00 N 423116.85 S78Â° 06' 24"E 17+00 18+00 E 1314405.76 239.15' 30.00' 19+00 41+00 172ND ST NE 20+00 21+00 PI: 42+39.15 22+00 S87Â° 31' 16"E 415.02' 42+00 WSDOT ROW PI: 46+54.17 17+00 18+00 43+00 19+00 44+00 45+00 20+00 46+00 47+00 48+00 PC: 19+52.42 49+00 50+00 21+00 Î”=9Â°27'35" 22+00 23+00 R=65.00' 24+00 L=10.73' PT: 20+30.88 25+00 26+00 27+00 PT: 19+63.16 AL-1 AMAZON.COM SERVICES LLC Î”=9Â°27'35" S87Â° 31' 16"E 31052800100500 S78Â° 03' 41"E R=75.00' 533.85' OUTSIDE EDGE OF SHARED USE PATH PI: 25+64.73 55.34' L=12.38' PROPOSED RIGHT-OF-WAY OUTSIDE EDGE OF RIGHT TURN LANE S89Â° 37' 21"E 299.98' PC: 20+18.50 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 50.00' 24+00 25+00 26+00 27+00 80.00' PI: 30+10.44 28+00 EP: 31+10.44 S89Â° 17' 56"E 29+00 746.34' S89Â° 55' 31"E 30+00 31+00 172ND ST NE 90.00' S88Â° 30' 27"E 250.23' 50+00 51+00 52+00 53+00 30.00' EP: 56+50.74 100.00' WSDOT ROW 54+00 PI: 54+00.51 55+00 56+00 56+51 N 423040.16 31+10 E 1316050.93 28+00 29+00 30+00 31+00 32+00 PI: 28+64.71 65.00' 33+00 OUTSIDE EDGE OF PC: 32+34.76 S87Â° 31' 16"E SHARED USE PATH Î”=19Â°50'45" 34+00 370.05' R=159.99' 35+00 OUTSIDE EDGE OF RIGHT TURN LANE 35+56 L=55.42' PROPOSED RIGHT-OF-WAY AMAZON.COM SERVICES LLC PRC: 32+90.18 Î”=20Â°10'49" PT: 33+53.57 31052800100500 R=179.99' L=63.39' S87Â° 51' 20"E N 422970.75 202.09' E 1316159.25 EP: 35+55.66 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 3 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT SET REBAR AND CAP LUMINAIRE 1" = 40 FEET BASIS OF BEARING FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT N1Â° 35' 20"E DECIDUOUS TREE AS NOTED SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW CORP OF PRESIDING ROOF DRAIN BISHOP OF LDS 73+00 CABLE RISER STRAIGHT ARROW 31052100304300 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW MATCHLINE STA 11+00 SHEET 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 10+00 50.00' 30.00' 11+00 172ND ST NE WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' EC-1B 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 4 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE SURVEY CONTROL PLANS 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON 1" = 40 FEET ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. MATCHLINE STA 11+00 SHEET MATCHLINE STA 22+00 SEE BELOW WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW AMAZON.COM SERVICES LLC 31052800100500 EC-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW EXISTING LEGEND FOUND MONUMENT AS NOTED P POWER MANHOLE HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT 22+00 T 23+00 T SET REBAR AND CAP LUMINAIRE 50.00' 24+00 25+00 FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE 26+00 80.00' MONITORING WELL TELEPHONE RISER 27+00 28+00 BOLLARD TELEPHONE VAULT 29+00 172ND ST NE 30+00 31+00 MAIL BOX FIRE HYDRANT S88Â° 30' 27"E SIGN AS NOTED IRRIGATION CONTROL VALVE 30.00' 100.00' WSDOT ROW 31+10 UNKNOWN VAULT WATER METER GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED TEST PIT DECIDUOUS TREE AS NOTED AMAZON.COM SERVICES LLC SANITARY SEWER MANHOLE 31052800100500 STORM CLEANOUT LEFT TURN ARROW STORM CATCH BASIN STORM MANHOLE RIGHT TURN ARROW T ROOF DRAIN CABLE RISER STRAIGHT ARROW GAS METER STORM LINE GAS VALVE SEWER LINE WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE GUY ANCHOR FENCE UTILITY POWER POLE ASPHALT JUNCTION BOX CONCRETE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 5 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE SURVEY CONTROL PLANS 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. PROTECT EXISTING 400.00' STORM DRAINAGE N1Â° 35' 20"E 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 CORP OF PRESIDING 11 EXISTING SIGN TO BE RELOCATED. BISHOP OF LDS 73+00 31052100304300 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW 3 OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN 54.00' 13 TREES STORM DRAINAGE 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' 2+00 16 S87Â° 34' 30"E 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 10+00 50.00' 5 30.00' 11+00 172ND ST NE WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 11 16 5 2 13 12 5 9 14 3 6 17 8 3 1 17 WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 PROTECT EXISTING 6 HYDRANT EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. TESC AND DEMOLITION LEGEND NOTE WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY POLES, GUY LOOPS TO BE REMOVED N WIRES, AND OVERHEAD POWER LINES EXCEPT WHERE NOTED ON SAWCUT LINE GRAPHIC SCALE THE PLANS. NOTIFY ENGINEER WITH ANY CONFLICTS. SILT FENCE ASPHALT PAVEMENT TO REMAIN 0 20 40 80 CURB REMOVAL CONCRETE SIDEWALK TO REMAIN 1" = 40 FEET DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN MATCHLINE STA 11+00 SHEET CATCH BASIN TO REMAIN MATCHLINE STA 22+00 SEE BELOW CATCH BASIN TO BE REMOVED WSDOT ROW EXISTING FIBER LINE SHALL BE MAINTAINED AND KEPT OPERATIONAL SAWCUT LINE (TYP.) THROUGHOUT CONSTRUCTION 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE SAWCUT LINE (TYP.) 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW 5 5 3 EXISTING FIBER LINE SHALL BE 11 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING RM-1 THROUGHOUT CONSTRUCTION 2 AMAZON.COM SERVICES LLC HYDRANT REMOVE EXISTING 31052800100500 6 EXISTING FIBER LINE SHALL BE NEW IMPROVEMENTS (TYP.) GRAVEL DRIVEWAY 3 MAINTAINED AND KEPT OPERATIONAL 2 2 THROUGHOUT CONSTRUCTION DEMOLITION ON PRIVATE PROPERTY UNDER SEPARATE PERMIT MATCHLINE STA 22+00 SEE ABOVE KEYNOTES WSDOT ROW 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. 5 3 REMOVE EXISTING TREE SAWCUT LINE (TYP.) SAWCUT LINE (TYP.) 3 PROTECT EXISTING GAS LINE. 22+00 T 23+00 T 24+00 50.00' 25+00 4 PROTECT EXISTING CULVERT. 26+00 27+00 80.00' 28+00 5 PROTECT EXISTING WATER UTILITY. 29+00 30+00 172ND ST NE 31+00 S88Â° 30' 27"E 6 PROTECT EXISTING SURVEY MARKER. 30.00' 100.00' WSDOT ROW 31+10 7 PROTECT EXISTING SERVICE CABINET. 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. 9 PROTECT COMMUNICATIONS PEDESTAL. PROTECT EXISTING 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. HYDRANT 11 5 T 11 EXISTING SIGN TO BE RELOCATED. PROTECT EXISTING REMOVE EXISTING NEW IMPROVEMENTS (TYP.) HYDRANT WATER METER AND 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. VALVE AMAZON.COM SERVICES LLC 11 2 31052800100500 13 EXISTING JUNCTION BOX TO BE RELOCATED. 14 EXISTING STREET LIGHT TO BE RELOCATED. 51ST AVE NE 15 EXISTING SERVICE CABINET TO BE RELOCATED. REMOVE EXISTING GRAVEL DRIVEWAY DEMOLITION ON PRIVATE DEMOLITION ON ALONG 16 PROTECT EXISTING SANITARY SEWER. PROPERTY UNDER 51ST AVENUE NE UNDER SEPARATE PERMIT SEPARATE PERMIT 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 7 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 8 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM EROSION CONTROL DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) ROADWAY CL 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) VARIES 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 3' PAVED SPLITTER ISLAND 3' PAVED 8' SIDEWALK BUFFER PAVEMENT WIDTH VARIES WIDTH VARIES PAVEMENT WIDTH VARIES BUFFER 10' (TYPICAL) SIDEWALK 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 1.5% 1.5% 1' VARIES 1' 1.5% 1.5% 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER VARIES VARIES NOT STEEPER NOT STEEPER THAN 4H:1V 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) THAN 4H:1V 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 4 19 19 4 14 13 13 14 3 8 8 3 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 8 3 2 1 19 1 2 3 8 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 3 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. NE 172ND ST SECTION A NE 172ND ST STA: 1+62.13 TO STA: 3+40.03 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) A NOT TO SCALE 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 17 2' QUARRY SPALLS ROADWAY CL 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 BUFFER WIDTH THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. SHOULDER VARIES 3' MIN. LANE LANE WIDTH 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 5' SIDEWALK WIDTH VARIES WIDTH VARIES VARIES 1.5% VARIES VARIES NOT STEEPER 1 MATCH EXISTING NOT STEEPER 30.0' PAVEMENT ELEVATION THAN 4H:1V THAN 4H:1V 4 13 14 8 13 14 14 13 2 1 1 2 3 1 2 SAWCUT LINE PER PLAN EXISTING PAVEMENT SECTION 43RD AVE NE ROADWAY SECTION B 43RD AVE NE STA: 72+72.13 TO STA: 73+18.31 B NOT TO SCALE ASPHALT PAVEMENT GRIND AND INLAY 1 NOT TO SCALE CENTER OF ROUNDABOUT CENTRAL ISLAND WIDTH VARIES CIRCULATING ROADWAY TRUCK APRON TRUCK APRON CIRCULATING ROADWAY VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES 10' MAX 3' PAVED 3' PAVED 8' SIDEWALK BUFFER BUFFER 10' (TYPICAL) SIDEWALK VARIES VARIES 1.5% 2.0% 20 2.0% 1.5% 1.5% 3% MAX 3 3% MAX 1.5% NOT STEEPER THAN 4H:1V NOT STEEPER 17 17 THAN 4H:1V 4 19 19 4 14 13 3 2 3 7 10 9 9 10 7 3 2 3 13 14 8 1 1 8 CENTER OF ROUNDABOUT SECTION C C NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 9 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY CL EXISTING SIDEWALK TO REMAIN WIDTH VARIES BUFFER VARIES WIDTH VARIES SPLITTER ISLAND PAVEMENT WIDTH VARIES WIDTH VARIES LANE WIDTH VARIES 4' BUFFER 5' SIDEWALK ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 1' VARIES 1' 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 1.5% VARIES VARIES NOT STEEPER THAN 4H:1V 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 4 13 14 14 13 14 13 8 8 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 8 3 2 1 11 1 2 3 8 12 43RD AVE NE ROADWAY SECTION D 6 NOT USED 43RD AVE NE STA: 69+57.01 TO STA: 70+73.84 D NOT TO SCALE 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER ROADWAY CL 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE EXISTING LANE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. WIDTH VARIES 12' LANE 4' BUFFER 5' SIDEWALK 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 1.5% 13 0.33' TOP SOIL, TYPE A NOT STEEPER THAN 4H:1V 14 SEEDING, FERTILIZING, AND MULCHING 4 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 14 13 14 13 18 8 3 2 1 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 43RD AVE NE ROADWAY SECTION E 43RD AVE NE STA: 68+24.06 TO STA: 69+57.01 E 17 2' QUARRY SPALLS NOT TO SCALE 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY ROADWAY CL 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION VARIES 5' ASPHALT PAVEMENT SPLITTER ISLAND PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1' VARIES 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 19 THAN 4H:1V 13 14 3 3 2 1 3 1 2 3 14 13 15 13 14 NE 172ND ST SECTION F 16 NE 172ND ST STA: 4+82.83 TO STA: 6+65.43 F NOT TO SCALE ROADWAY CL 5' ASPHALT PAVEMENT PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 THAN 4H:1V 13 14 3 2 1 1 2 3 14 13 15 13 14 NE 172ND ST SECTION G NE 172ND ST STA: 6+65.43 TO STA: 8+77.23 16 G NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 10 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 17 2' QUARRY SPALLS EXISTINGRIGHT-OF-WAY 30.0' VARIES 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 2.0' FLAT GRAVEL 19 PROPOSED RIGHT-OF-WAY THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTING VARIES 10.0' PERVIOUS PAVEMENT VARIES 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 14.0'Â± PATHWAY VARIES 16.0'Â± REFER TO PRIVATE 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION EXISTING RIGHT-OF-WAY CENTERLINE 4:1 MAXIMUM SLOPE 15 SHARED USE PATH EXISTING EDGEOF PAVEMENT PROFILE GRADES 16 EG = 121.5Â± NE 172ND ST SECTION H H SCALE: 1" = 5' EXISTINGRIGHT-OF-WAY 30.0' VARIES 2.0' WIDE PAVED 2.0' FLAT GRAVEL INSIDE SHOULDER 2.0' WIDE PAVED 2.0' WIDE LEVEL SPREADER OUTSIDE SHOULDER MATCH ROADWAY SLOPE 10.0' PERVIOUS 1.0' FLAT EXISTING BUFFER PATHWAY VARIES 6.0' PAVEMENT VARIES 11.0' LANE WIDTH 14.0'Â± CAVFS VARIES 16.0'Â± VARIES PROPOSED RIGHT-OF-WAY 2 SHARED USE PATH SD-3 PROFILE GRADES RIGHT TURN LANE VARIES EXISTING RIGHT-OF-WAY CENTERLINE 2.0% REFER TO PRIVATE PROFILE GRADES 4.0% 1.5% TYP. 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION 4:1 MAXIMUM SLOPE 1" DROP EXISTING EDGEOF PAVEMENT 13 14 1 2 3 15 16 EG: 123.5Â± NE 172ND ST SECTION I I SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 11 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 12 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM CURB DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PAVING LEGEND N SAWCUT LINE SEE RM-1 GRAPHIC SCALE 0.15' GRIND AND INLAY SEE XS-1 0 20 40 80 HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 1" = 40 FEET PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 74+00 PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 43RD AVENUE NE CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 PAVING NOTES CURB 1 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER (RC&G) WSDOT STD. PLAN F-10.18 3' SMOOTH CURB 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. TRANSITION CURB 2 ROUNDABOUT CEMENT 172ND HOLDINGS LLC 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL CONCRETE CURB AND GUTTER WSDOT STD. PLAN F-10.18 31052100304800 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM L35 CAPABLE OF PERFORMING SUCH WORK. ROUNDABOUT CENTRAL ISLAND CORP OF PRESIDING L38 BISHOP OF LDS B 73+00 CEMENT CONCRETE CURB WSDOT STD. PLAN F-10.18 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL 31052100304300 XS-1 PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE *ROUNDABOUT SPLITTER ISLAND L39 C41 LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' NOSING CURB WSDOT STD. PLAN F-10.18 C26 CRUSHED SURFACING BASE COURSE (CSBC). 4 L37 L33 **DETECTABLE WARNING SURFACE WSDOT STD. PLAN F-45.10 ADA-1 C35 4 3' SMOOTH CURB TRANSITION 2 L32 ADA-1 *CONTRACTOR SHALL MODIFY ROUNDABOUT SPLITTER ISLAND NOSING CURB HEIGHT TO MATCH MATCHLINE STA 11+00 SHEET ADA-2 BIORETENTION CELL SPLITTER ISLAND HEIGHT 172ND HOLDINGS LLC C39 C F REFER TO SHEETS 31052100304800 1 C25 XS-2 XS-1 SD-1 TO SD-3 ADA-2 A C38 XS-1 C42 C37 C36 G XS-2 3 4 WSDOT ROW L30 ADA-2 ADA-1 L41 72+00 WSDOT ROW C43 4 C47 C2 ADA-2 0+00 L1 L43 C24 6 1+00 C1 C23 2+00 ADA-2 C45 5+00 TYPE 2 MAINTENANCE PULLOUT C5 C3 4+00 5 C6 C34 ADA-2 6+00 L27 3+00 3' SMOOTH CURB TRANSITION C4 C48 C32 7+00 L44 C33 L36 8+00 L25 C7 C29 L26 9+00 C31 L8 C27 10+00 C28 11+00 L10 172ND ST NE C44 WSDOT ROW C22 L23 L24 C21 BP: 11+25.23 EDGE OF PAVEMENT LINE TABLE C8 11+25 WSDOT ROW 7 1 8 71+00 5 L21 CAVFS ADA-2 ADA-1 ADA-2 ADA-1 PI: 11+87.10 REFER TO SHEETS Line # Length Direction L15 C15 12+00 SD-1 TO SD-3 WAL-MART STORES INC C13 13+00 31052800207000L1 42.45 S87Â° 34' 25.17"EHERITAGE BANK 14+00 31052800207000 172ND ST NE STA: 4+00 = C9 15+00 C20 16+00 L8 75.97 N82Â° 05' 07.75"E 43RD AVE NE STA: 71+46.00 C16 PV-1B L10 13.12 S54Â° 22' 21.86"E C12 9 ADA-2 L15 15.69 S83Â° 11' 56.36"E 5 AMAZON.COM SERVICES LLC L16 84.72 S4Â° 52' 40.25"W ADA-1 31052800100500 5 L17 3.11 N16Â° 54' 10.65"E C10 ADA-1 L16 L18 185.79 N3Â° 06' 04.21"E D 70+00 EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE XS-2 L21 7.43 N78Â° 11' 30.45"E Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length HERITAGE BANK 3' SMOOTH CURB TRANSITION C19 L23 140.27 S89Â° 28' 06.31"E 31052800207000 C1 133.37 514.22 14.86 N84Â° 18' 59"E 133.00 C18 13.98 4.76 168.35 N84Â° 04' 38"W 9.46 C34 1.90 1.00 109.02 S62Â° 54' 27"W 1.63 L24 226.91 N89Â° 14' 44.19"E C2 6.44 3.25 113.49 S41Â° 37' 25"E 5.44 C19 60.86 1584.88 2.20 N7Â° 16' 43"E 60.85 C35 46.79 151.00 17.75 S20Â° 32' 02"E 46.60 C11 C18 L25 15.58 N82Â° 51' 07.10"W 2 C3 21.49 74.32 16.57 S9Â° 25' 12"W 21.41 C20 112.80 90.00 71.81 N39Â° 00' 27"E 105.56 C36 6.69 3.00 127.84 S34Â° 30' 37"W 5.39 ADA-1 L26 5.50 S7Â° 08' 52.90"W C4 2.03 1.00 116.10 S59Â° 11' 20"W 1.70 C21 52.21 389.00 7.69 N78Â° 45' 32"E 52.17 C37 20.99 88.85 13.54 S87Â° 13' 47"W 20.94 L27 225.43 N82Â° 51' 07.10"W C5 72.72 113.50 36.71 N81Â° 06' 48"W 71.48 C22 54.34 385.00 8.09 N86Â° 38' 53"E 54.30 C38 2.15 1.00 123.32 N37Â° 52' 42"W 1.76 L18 L30 32.07 N45Â° 27' 02.62"W C6 103.59 499.00 11.89 S86Â° 28' 45"W 103.40 C23 82.13 322.00 14.61 S89Â° 50' 40"W 81.90 C39 34.48 81.00 24.39 N11Â° 35' 19"E 34.22 L32 14.56 N61Â° 16' 55.50"E 3 69+00 C7 67.61 87.51 44.27 S76Â° 30' 28"E 65.94 C24 81.70 90.00 52.01 N71Â° 27' 23"W 78.92 C41 2.95 1.00 168.95 N83Â° 52' 10"E 1.99 ADA-1 L33 12.41 N89Â° 59' 29.05"W C8 45.98 107.81 24.43 S41Â° 16' 54"E 45.63 C25 45.06 120.00 21.51 N34Â° 41' 39"W 44.79 C42 73.28 55.00 76.34 S36Â° 45' 40"W 67.98 L35 25.46 N3Â° 00' 00.00"W C9 19.73 50.00 22.61 S17Â° 45' 37"E 19.60 C26 36.50 116.95 17.88 N11Â° 56' 27"W 36.36 C43 88.10 323.00 15.63 S83Â° 24' 11"W 87.83 E L36 75.94 S89Â° 37' 43.22"E XS-2 C10 85.16 368.54 13.24 S0Â° 09' 50"W 84.98 C27 25.91 71.93 20.64 S18Â° 43' 05"W 25.77 C44 128.63 56.47 130.51 N72Â° 32' 42"E 102.57 L37 13.98 N0Â° 36' 15.98"W C11 24.33 20.00 69.70 S41Â° 38' 04"W 22.86 C28 2.32 1.00 132.79 S37Â° 21' 26"E 1.83 C45 4.60 5.00 52.67 N19Â° 02' 34"W 4.44 L38 13.47 S12Â° 32' 03.60"E 43RD AVENUE NE 10 C12 48.55 115.26 24.14 N3Â° 15' 18"W 48.20 C29 104.18 413.00 14.45 N83Â° 28' 25"E 103.91 C47 121.81 53.58 130.26 S66Â° 08' 46"W 97.22 ADA-2 L39 34.41 S1Â° 24' 26.19"E WAL-MART STORES INC L17 C13 5.61 3.00 107.23 N43Â° 11' 11"E 4.83 C31 8.85 3.00 169.02 N5Â° 51' 49"E 5.97 C48 3.77 5.00 43.22 S20Â° 35' 38"E 3.68 L41 49.59 S74Â° 57' 15.73"W 00930300000301 3' SMOOTH CURB TRANSITION C15 1.95 1.00 111.54 S27Â° 25' 42"E 1.65 C32 114.28 299.00 21.90 N89Â° 35' 37"W 113.58 L43 22.86 N45Â° 22' 37.48"W C16 26.64 71.00 21.50 S17Â° 35' 38"W 26.48 C33 59.30 89.51 37.96 N81Â° 33' 45"W 58.22 68+00 L44 11.14 S42Â° 12' 05.69"E REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 13 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 PAVING NOTES PAVING LEGEND 1" = 40 FEET 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. SAWCUT LINE SEE RM-1 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL 0.15' GRIND AND INLAY SEE XS-1 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 CRUSHED SURFACING BASE COURSE (CSBC). PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 MATCHLINE STA 22+00 SEE BELOW CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 MATCHLINE STA 11+00 SHEET H XS-2B I XS-2B WSDOT ROW 11+00 12+00 13+00 BP: 40+00.00 14+00 15+00 40+00 16+00 17+00 18+00 19+00 41+00 20+00 21+00 172ND ST NE 22+00 42+00 PI: 42+39.15 WSDOT ROW 17+00 PC: 19+52.42 18+00 PT: 19+63.16 43+00 19+00 44+00 PI: 46+54.17 45+00 20+00 PC: 20+18.50 46+00 47+00 48+00 49+00 50+00 21+00 22+00 23+00 PI: 25+64.73 24+00 AMAZON.COM SERVICES LLC 25+00 31052800100500 PT: 20+30.88 26+00 27+00 PV-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 24+00 172ND ST NE 25+00 26+00 27+00 28+00 29+00 30+00 PI: 54+00.51 31+00 EP: 56+50.74 50+00 51+00 52+00 53+00 WSDOT ROW 54+00 55+00 56+00 56+51 31+10 PI: 28+64.71 28+00 29+00 30+00 PC: 32+34.76 31+00 32+00 PRC: 32+90.18 33+00 PT: 33+53.57 AMAZON.COM SERVICES LLC EP: 35+55.66 34+00 31052800100500 35+00 35+56 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 14 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 GENERAL NOTES 1" = 20 FEET OUTSIDE AND MIDDLE APRON CONCRETE PANELS: DOWEL BARS 1 PER STANDARD PLAN A-40.10-04, NO TIE-BARS. CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB 2 AND GUTTER: STANDARD PLAN F-10.18. CURB 3 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER: STANDARD PLAN F-10.18. 3 ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 5-05 OF WSDOT STANDARD SPECIFICATIONS 43RD AVENUE NE 72+00 2 1 15.0Â° (TYP.) 2+00 3+00 172ND ST NE 4+00 5+00 6+00 3 1 71+00 43RD AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 15 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TRUCK APRON JOINTING DETAIL 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 124 3Î”/4 THREE-QUARTER POINT NOTES 125 PT POINT OF TANGENCY 1" = 20 FEET PRC POINT OF REVERSE CURVE 1. FINISHED AND EXISTING GRADE PROFILE 124 PCC POINT OF COMPOUND CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY 125 FG FINISHED GRADE ELEVATION CENTERLINE AND DO NOT REFLECT THE EG EXISTING GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR TC TOP OF CURB ELEVATION PROPOSED GRADES. FL FLOWLINE ELEVATION 43RD AVENUE NE BIORETENTION CELL REFER TO SHEETS FG: 125.12 SD-1 TO SD-3 FG: 125.00 FG: 126.03 FG: 125.97 FG: 125.00 FG: 124.88 FG: 125.85 FG: 125.52 FG: 126.10 FG: 125.40 FG: 125.13 124 FG: 125.98 FG: 125.69 FG: 125.01 124 FG: 125.93 FG: 125.57 FG: 125.85 FG: 126.17 FG: 125.75 FG: 125.82 MATCHLINE STA 7+00 SHEET PC 124 FG: 125.62 FL: 124.63 GRADE BREAK 125 FG: 126.36 FG: 125.03 72+00 FL: 125.47 FL: 125.70 126 LOW POINT FG: 126.18 EG: 124.99 126 FL: 124.58 FL: 124.50 124 PT Î”/2 FG: 125.99 FL: 125.68 EG/TC: 124.96 Î”/2 FL: 124.92 PRC FL: 125.09 125 EG/FL: 124.46 126 PC Î”/4 FL: 125.48 FL: 125.15 125 FL: 125.40 HIGH POINT PRC PRC GRADE BREAK FL: 126.35 FG: 126.18 FG: 126.03 FG: 125.87 FG: 125.72 FL: 125.01 FL: 126.29 PC 126 FG: 125.56 FL: 125.60 3Î”/4 FL: 125.34 FL: 125.03 FL: 125.62 FG: 125.41 HIGH POINT EG: 124.98 125 FL: 126.10 FL: 125.20 3Î”/4 PRC 126 FL: 126.52 Î”/4 FG: 125.60 EG: 124.95 PC Î”/2 3Î”/4 FL: 125.69 FL: 125.11 FL: 125.81 EG/FL: 125.13 FL: 125.08 FL: 125.03 FL: 125.76 127 FL: 126.69 HIGH POINT Î”/2 3Î”/4 1+00 FL: 126.00 FG: 128.43 FL: 125.96 PRC Î”/4 PT Î”/4 Î”/2 Î”/2 3Î”/4 FL: 125.47 FL: 125.31 FL: 125.16 LOW POINT 2+00 FL: 125.26 128 FL: 126.75 FL: 125.93 FL: 125.77 FL: 125.62 LOW POINT FL: 125.523Î”/4 HIGH POINT FL: 125.00 FL: 125.20 FL: 125.67 126 3+00 GRADE BREAK HIGH POINT PRC Î”/2 172ND ST NE FL: 125.49 FL: 125.64 FG: 128.23 FL: 127.65 FL: 126.81 FL: 126.44 PRC 3Î”/4 CROWN FG: 125.68 PC PRC Î”/4 PRC 4+00 FG: 128.23 PRC FL: 126.19 FL: 126.04 Î”/4 Î”/2 Î”/4 PRC 126 FL: 125.50 PCC EG/FL: 125.00 FL: 125.05 FL: 125.08 HIGH POINT FL: 125.96 Î”/2 FL: 125.55 PRC FL: 126.54 5+00 FL: 125.86 FL: 125.68 FL: 125.63 FL: 126.10 FL: 126.33 Î”/2 FL: 125.83 FL: 125.47 Î”/2 126 128 6+00 PC FL: 125.50 FL: 125.23 125 Î”/4 Î”/2 FL: 125.43 GRADE BREAK 7+00 HIGH POINT FL: 125.41 FL: 125.17 3Î”/4 PRC FL: 125.43 FG: 128.43 127 Î”/2 FL: 126.48 FL: 125.65 FL: 125.40 GRADE BREAK FL: 126.44 EG/TC: 124.80 FL: 124.93 LOW POINT FL: 125.18 LOW POINT FL: 126.53 PC EG/FL: 124.30 125 FL: 124.52 126 FL: 125.97 Î”/4 Î”/2 3Î”/4 PT FL: 125.54 CROWN FG: 125.74 FL: 125.08 PT GRADE BREAK PRC FL: 126.07 FL: 125.96 FL: 125.85 FL: 125.74 FL: 125.61 FL: 125.50 FL: 124.69 PRC FG: 125.24 126 FL: 126.17 GRADE BREAK PRC FL: 126.26 126 FL: 126.18 FL: 125.48 LOW POINT EG: 124.95 FL: 124.59 FL: 127.23 FL: 126.33 PT PC Î”/2 PT FL: 125.43 FG: 126.02 FG: 125.66 PC FL: 125.55 EP: 125.42 EP: 125.38 EP: 125.27 EP: 125.02 FG: 125.22 Î”/2 EP: 125.08 125 EG: 125.10 FG: 126.17 FG: 125.81 FL: 124.50 125 125 FG: 125.30 Î”/4 FL: 125.86 FL: 126.30 Î”/2 PP-2 TC: 125.88 FG: 125.39 FG: 125.07 FL: 124.44 GRADE BREAK 126 FL: 125.78 EG: 125.11 FG: 125.15 Î”/2 71+00 FL: 125.55 PCC EP: 125.15 FG: 125.57 FG: 124.97 FL: 124.38 HIGH POINT CAVFS 11+25 FG: 125.05 LOW POINT EG: 125.10 FG: 125.05 FL: 126.00 BP: 11+25.23 FG: 125.93 REFER TO EP: 124.82 FG: 124.95 FG: 126.38 FG: 124.76 SHEETS FG: 124.70 FG: 125.04 GRADING DAYLIGHT LINE (TYP.) FG: 124.88 125 FG: 124.89 SD-1 TO SD-3 FG: 124.50 FG: 124.83 FG: 124.82 FG: 124.89 FG: 124.53 PI: 11+87.10 FG: 124.75 FG: 126.08 12+00 FG: 124.27 FG: 124.45 125 FG: 126.52 FG: 124.56 FG: 126.19 FG: 126.11 FG: 124.38 FG: 124.12 125 126 127 FG: 126.22 ON-SITE GRADING UNDER 126 FG: 124.30 OUTSIDE EDGE OF 128 SEPARATE PERMIT 127 FG: 124.41 SHARED USE PATH 129 128 136 MATCHLINE STA 7+00 SHEET 134 43RD AVENUE NE 132 130 SHARED USE PATHGRADE BREAK STA: 11+44.65ELEV: 124.889 SHARED USE PATH GRADE BREAK STA: 11+25.23 SHARED USE PATHGRADE BREAK STA: 12+24.62ELEV: 124.118 128 11+25.23 PROPOSED GRADE AT ELEV: 126.083 ROW CENTERLINE SHARED USE PATHBPELEV = 126.08 6.15% 11+87.10 126 1.19% SHARED USE PATHPIELEV = 124.380.71% 0.47% EXISTING GRADE AT 124 ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 11+87.10 PROPOSED GRADE @ OUTSIDE 122 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE ELEV: 124.385 EDGE OF SHARED USE PATH EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE 120 FG FG FG FG 125.41 FG 125.41 FG 125.53 FG 125.78 FG 125.86 FG 125.55 FG 125.42 FG 125.51 FG 126.15 FG 127.71 FG 128.41 FG 127.16 FG 126.62 FG 126.67 FG 126.19 FG 126.03 FG 126.18 FG 126.01 FG 125.84 FG 125.84 FG 125.66 FG 125.79 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PP-2 172ND ST NE PROFILE SCALE: H:1"=20', V:1"=4' 172ND ST NE ROW CENTERLINE STATION (TYP.) REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 16 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 LEGEND PC POINT OF CURVATURE 1" = 20 FEET Î”/4 QUARTER POINT NOTES Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION EG EXISTING GRADE ELEVATION MATCHLINE STA 7+00 SHEET TC TOP OF CURB ELEVATION 124 FL FLOWLINE ELEVATION 124 124 FG: 125.99 FG: 125.73 125 FG: 126.05 124 MATCHLINE STA 12+00 SHEET FG: 125.86 FG: 125.42 FG: 125.00 FG: 125.92 126 FG: 125.90 FG: 125.67 FG: 124.43 FL: 125.33 FG: 124.14 124 FL: 125.45 FG: 125.34 FG: 125.41 FG: 124.55 FL: 125.58 FL: 125.52 FG: 125.15 EG: 124.36 HIGH POINT FL: 125.26 FL: 125.65 7+00 CROWN FG: 125.89 CROWN FG: 125.90 FL: 124.62 126 8+00 FL: 125.00 FL: 124.74 9+00 EG/EP: 123.72 CROWN FG: 125.99 HIGH POINT CROWN FG: 125.61 10+00 CROWN FG: 125.79 CROWN FG: 126.05 CROWN FG: 125.02 CROWN EG: 124.70 11+00 HIGH POINT CROWN FG: 125.31 125 EG: 124.28 EG: 124.16 EG: 124.08 EG: 124.05 ANGLE POINT EP: 125.48 EP: 124.04 EP: 125.28 EP: 125.05 EP: 124.76 EP: 124.47 PP-1 EP: 125.36 EP: 125.34 172ND ST NE EP: 124.15 EP: 124.10 EP: 123.98 EG/EP: 123.94 EP: 124.42 EP: 125.41 FG: 125.09 FG: 123.62 FG: 125.16 FG: 125.02 FG: 124.73 FG: 124.44 FG: 123.83 FG: 123.78 FG: 123.72 FG: 124.96 FG: 124.15 FG: 123.66 125 GRADING DAYLIGHT LINE (TYP.) FG: 124.86 124 FG: 124.09 FG: 123.43 FG: 123.36 FG: 123.28 FG: 123.20 FG: 124.68 13+00 FG: 124.80 FG: 124.71 FG: 124.40 122 122 14+00 FG: 123.78 FG: 123.28 FG: 123.21 FG: 123.13 123 123 PP-2B FG: 124.53 15+00 FG: 123.14 123 FG: 124.65 FG: 124.56 16+00 124 125 FG: 124.71 123 17+00 FG: 124.25 FG: 123.94 FG: 123.63 FG: 122.99 OUTSIDE EDGE OF SHARED USE PATH 124 FG: 123.05 125 SHARED USE PATH SHARED USE PATH 100' VC 100' VC MATCHLINE STA 7+00 SHEET 136 PVI: 122.77 PVI: 125.86 PVI STA: 16+25.00 PVI STA: 17+75.00 K: 42.00 K: 50.45 134 132 SHARED USE PATHBVCS: 15+75.00BVCE: 122.93 SHARED USE PATHEVCS: 16+75.00EVCE: 123.80 SHARED USE PATHBVCS: 17+25.00BVCE: 124.83 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 130 SHARED USE PATHGRADE BREAK STA: 13+51.07ELEV: 124.707 128 PROPOSED GRADE AT SHARED USE PATHGRADE BREAK STA: 14+65.39ELEV: 123.280 ROW CENTERLINE 126 0.47% 2.06% 1.25% 0.32% EXISTING GRADE AT SHARED USE PATHLOW PT: 15+88.49ELEV: 122.91 124 ROW CENTERLINE RIGHT TURN LANE EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH GRADE BREAK STA: 40+00.00 122 ELEV: 123.523 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 120 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG 125.79 FG 125.89 FG 125.99 FG 125.90 FG 125.61 FG 125.31 FG 125.02 FG 124.72 PP-17+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 17 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N GRAPHIC SCALE PC POINT OF CURVATURE Î”/4 QUARTER POINT NOTES 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 12+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 18+00 SHEET 12+00 13+00 14+00 EG: 123.55 15+00 40+00 EG: 123.52 16+00 EG: 123.51 17+00 EG: 123.47 GRADING DAYLIGHT LINE (TYP.) 18+00 BP: 40+00.00 123 172ND ST NE 41+00 FG: 123.36 122 124 124 123 123 125 124 PP-2 124 125 126 125 42+00 124 125 126 127 126 125 126 PI: 42+39.15 127 126 18+00 43+00 126 19+00 44+00 127 FG: 126.84 45+00 FG: 126.54 20+00 46+00PP-2C PC: 19+52.42 PC: 20+18.50 PT: 19+63.16 PT: 20+30.88 FG: 126.18 21+00 FG: 126.18 FG: 126.17 FG: 126.47 22+00 23+00 FG: 126.32 FG: 126.32 OUTSIDE EDGE OF SHARED USE PATH ON-SITE GRADING UNDER OUTSIDE EDGE OF RIGHT TURN LANE SEPARATE PERMIT RIGHT TURN LANE 100' VC PVI: 126.92 PVI STA: 45+75.00 K: 44.48 RIGHT TURN LANE 136 136 100' VC PVI: 126.65 134 134 PVI STA: 42+50.00 RIGHT TURN LANEBVCS: 45+25.00BVCE: 126.88 SHARED USE PATH K: 27.32 100' VC 132 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE PVI: 125.86 PVI STA: 17+75.00 SHARED USE PATH 130 130 K: 50.45 RIGHT TURN LANEBVCS: 42+00.00BVCE: 124.78 RIGHT TURN LANEEVCS: 43+00.00EVCE: 126.70 GRADE BREAK STA: 23+75.00 ELEV: 126.322 PROPOSED GRADE @ OUTSIDE 128 EDGE OF SHARED USE PATH 19+52.4219+63.16 20+18.5020+30.88 0.08% RIGHT TURN LANEHI PT: 45+28.61ELEV: 126.88 128 SHARED USE PATHPCELEV = 125.99SHARED USE PATHPTELEV = 126.00 SHARED USE PATHPCELEV = 126.05SHARED USE PATHPTELEV = 126.06 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 0.08% 126 40+00.00 126 3.74% RIGHT TURN LANEBPELEV = 123.52 0.37% 1.77% 124 124 EXISTING GRADE @ RIGHT TURN LANE ROW CENTERLINE 122 RIGHT TURN LANE GRADE BREAK STA: 41+77.30 EXISTING ELEVATION @ ROW CENTERLINE 122 GRADE BREAK STA: 41+27.30 ELEV = 125.97 ELEV: 123.94 ELEV: 123.05 42+39.15 120 RIGHT TURN LANEPI 120 FG 124.04 FG 124.03 FG 123.99 FG 123.96 FG 123.96 FG 123.97 FG 124.01 FG 124.08 FG 124.14 FG 124.21 FG 124.31 FG 124.41 FG 124.51 FG 124.60 FG 124.69 FG 124.78 FG 124.81 FG 124.80 FG 124.79 FG 124.74 FG 124.70 FG 124.63 FG 124.55 FG 124.47 FG 124.43 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 18 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE NOTES GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 18+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 24+00 SHEET 18+00 19+00 172ND ST NE 20+00 21+00 EG: 123.87 22+00 EG: 123.82 EG: 123.86 GRADING DAYLIGHT LINE (TYP.) 23+00 EG: 123.80 24+00 FG: 124.38 124 172ND ST NE 124 124 125 125 126 FG: 124.96 125 126 125 FG: 125.62 127 126 FG: 125.48 FG: 124.96 127 FG: 125.32 FG: 126.92 PP-2B46+00 FG: 125.78 PI: 46+54.17 FG: 125.17 FG: 125.22 FG: 125.79126 127 47+00 FG: 125.67 FG: 126.67 48+00 49+00 50+00 127 FG: 125.66 FG: 125.67 FG: 125.17 51+00 52+00 FG: 125.26 FG: 125.56 FG: 125.38 FG: 125.43 FG: 126.31 FG: 125.42 FG: 125.94 FG: 125.50 FG: 125.50 FG: 126.06 FG: 125.95 126 FG: 126.61 FG: 125.70 24+00 126 FG: 125.73 FG: 126.11 PP-2D FG: 125.73 25+00 FG: 126.46 FG: 126.46 26+00 27+00 28+00 PI: 28+64.71 29+00 FG: 125.91 126 FG: 125.91 126 FG: 125.96 FG: 125.79 FG: 125.80 126 FG: 125.79 PI: 25+64.73 FG: 125.80 ON-SITE GRADING UNDER FG: 125.70 OUTSIDE EDGE OF SHARED USE PATH 126 SEPARATE PERMIT FG: 125.73 OUTSIDE EDGE OF RIGHT TURN LANE RIGHT TURN LANE RIGHT TURN LANE 100' VC 100' VC PVI: 127.32 PVI: 127.08 PVI STA: 50+72.06 PVI STA: 47+75.00 K: 105.03 K: 55.34 136 136 SHARED USE PATH SHARED USE PATH GRADE BREAK STA: 24+41.10 GRADE BREAK STA: 25+50.00 RIGHT TURN LANEBVCS: 50+22.06BVCE: 127.28 RIGHT TURN LANEEVCS: 51+22.06EVCE: 126.88 134 ELEV: 125.700 ELEV: 126.458 134 RIGHT TURN LANEBVCS: 47+25.00BVCE: 126.14 RIGHT TURN LANEEVCS: 48+25.00EVCE: 127.12 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 132 SHARED USE PATH 130 GRADE BREAK STA: 24+72.18 130 ELEV: 125.700 25+64.73 0.08% RIGHT TURN LANEHI PT: 50+30.41ELEV: 127.28 28+64.71 128 128 SHARED USE PATHPIELEV = 126.70 RIGHT TURN LANEEVCS: 46+25.00EVCE: 125.83 46+54.17 SHARED USE PATHPIELEV = 126.47 0.08% 0.94% RIGHT TURN LANEPIELEV = 125.240.00% 0.97% 126 126 2.17% 1.89% 0.04% 124 124 RIGHT TURN LANE GRADE BREAK STA: 46+76.95 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH RIGHT TURN LANE ELEV: 125.23 EXISTING ELEVATION @ ROW CENTERLINE EXISTING GRADE @ ROW CENTERLINE 122 122 GRADE BREAK STA: 46+52.44 ELEV: 125.240 120 120 FG 124.43 FG 124.39 FG 124.36 FG 124.36 FG 124.35 FG 124.36 FG 124.37 FG 124.40 FG 124.46 FG 124.52 FG 124.57 FG 124.62 FG 124.67 FG 124.70 FG 124.72 FG 124.72 FG 124.71 FG 124.72 FG 124.76 FG 124.80 FG 124.88 FG 124.91 FG 124.84 FG 124.77 FG 124.78 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2C DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 19 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE LEGEND 0 10 20 40 PC POINT OF CURVATURE NOTES Î”/4 QUARTER POINT Î”/2 MIDPOINT 1" = 20 FEET 1. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT-OF-WAY 3Î”/4 THREE-QUARTER POINT PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 24+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION GRADING DAYLIGHT LINE (TYP.) 24+00 25+00 26+00 27+00 28+00 29+00 EG: 124.73 172ND ST NE 30+00 EG: 124.71 52+00 126 53+00 PI: 54+00.51 54+00 55+00 56+00 56+51 EG: 124.96 EG: 124.93 125 EP: 56+50.74 125 125 PP-2C 126 30+00 127 31+00 125 124 126 32+00 127 126 OUTSIDE EDGE OF SHARED USE PATH PRC: 32+90.18 OUTSIDE EDGE OF RIGHT TURN LANE PC: 32+34.76 126 33+00 FG: 124.85 124 PT: 33+53.57 125 34+00 FG: 124.71 35+00 FG: 124.69 35+56 125 126 SHARED USE PATH 127 ON-SITE GRADING UNDER EP: 35+55.66 100' VC 128 SEPARATE PERMIT PVI: 127.00 PVI STA: 32+50.00 51ST AVENUE NE K: 38.80 SHARED USE PATHBVCS: 32+00.00BVCE: 126.96 SHARED USE PATHEVCS: 33+00.00EVCE: 125.75 136 136 SHARED USE PATH SHARED USE PATH 100' VC 50' VC 134 134 PVI: 124.25 PVI: 124.75 PVI STA: 33+60.00 PVI STA: 35+10.00 132 K: 35.29 K: 107.59 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 130 130 RIGHT TURN LANEGRADE BREAK STA: 54+00.51ELEV: 124.450 32+34.76 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH 32+90.18 SHARED USE PATHBVCS: 33+10.00BVCE: 125.50 SHARED USE PATHEVCS: 34+10.00EVCE: 124.42 SHARED USE PATHBVCS: 34+85.00BVCE: 124.67 SHARED USE PATHEVCS: 35+35.00EVCE: 124.72 128 0.08% SHARED USE PATHHI PT: 32+03.01ELEV: 126.96 SHARED USE PATHPCELEV = 126.83 128 SHARED USE PATHPRCELEV = 125.98 2.50% 33+53.57 35+55.66 0.87% 126 126 SHARED USE PATHPTELEV = 124.68 SHARED USE PATHHI PT: 35+20.86ELEV: 124.73 SHARED USE PATHEPELEV = 124.69 SHARED USE PATHLOW PT: 33+98.24ELEV: 124.40 0.19% 0.33% 0.13% 124 124 EXISTING GRADE @ ROW CENTERLINE RIGHT TURN LANE SHARED USE PATH GRADE BREAK STA: 56+50.74 GRADE BREAK STA: 35+55.66 122 EXISTING ELEVATION @ ROW CENTERLINE 122 ELEV: 124.933 ELEV: 124.690 120 120 FG 124.78 FG 124.80 FG 124.85 FG 124.95 FG 125.05 FG 125.14 FG 125.23 FG 125.27 FG 125.33 FG 125.36 FG 125.38 FG 125.40 FG 125.47 FG 125.50 FG 125.53 FG 125.56 FG 125.55 FG 125.53 FG 125.46 FG 125.39 FG 125.32 FG 125.32 FG 125.40 FG 125.46 FG 125.50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2D DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 20 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE LEGEND GRAPHIC SCALE PC POINT OF CURVATURE 0 10 20 40 N Î”/4 QUARTER POINT Î”/2 MIDPOINT 3+00 3Î”/4 THREE-QUARTER POINT NOTES 1" = 20 FEET PT POINT OF TANGENCY 1. FINISHED AND EXISTING GRADE PROFILE PRC POINT OF REVERSE CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY PCC POINT OF COMPOUND CURVE CENTERLINE AND DO NOT REFLECT THE FG FINISHED GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR EG EXISTING GRADE ELEVATION PROPOSED GRADES. 125 125 TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION END CURB TRANSITION PC FL: 124.74 FL: 124.63 FG: 124.82 PCC FG: 125.00 FG: 124.75 HIGH POINT EG: 124.90 FG: 124.76 FG: 125.12 BEGIN CURB TRANSITION Î”/4 EG: 124.78 FG: 124.70 FL: 124.77 FL: 124.51 3Î”/4 FG: 124.65 FG: 125.25 EG/TC: 124.97 EG: 125.16 Î”/2 LOW POINT PCC EG/FL: 124.53 EG: 125.16 FL: 124.28 FL: 124.05 FL: 124.15 Î”/2 FG: 125.38 FL: 124.38 FG: 125.30 FG: 125.15 FG: 125.00 EG: 124.53 FG: 125.42 Î”/4 FG: 124.69 FG: 125.22 FG: 125.07 FG: 124.93 FG: 125.13 FG: 125.30 FL: 124.58 Î”/4 126 EG: 124.90 END CURB TRANSITION Î”/4 EG: 125.12 FL: 124.31 FL: 124.39 PCC FL: 124.76 EG: 125.23 3Î”/4 FL: 124.25 EG/TC: 124.88 EG: 124.89 EG: 124.76 Î”/4 Î”/2 FG: 124.58 125 FG: 125.26 FL: 124.71 Î”/2 FG: 124.63 Î”/2 EG/FL: 124.38 EG: 124.90 125 FL: 124.97FL: 124.86 3Î”/4 PCC FL: 124.47 Î”/2 PRC FL: 124.89 EG: 124.43 68+00 Î”/2 FL: 124.74 FL: 124.20 FL: 124.64 69+00 FL: 124.65 PRC FL: 124.62 PRC Î”/2 HIGH POINT EG: 124.49 FL: 125.09 70+00 FL: 124.57 FL: 125.00 PT FL: 124.64 3Î”/4 FL: 124.82 FL: 124.66 ANGLE POINT BEGIN CURB TRANSITION CROWN EG: 125.35 71+00 FL: 124.98 Î”/2 FL: 124.51 FL: 124.42 END CURB TRANSITION Î”/2 72+00 FL: 125.36 PRC PRC FL: 124.46 FL: 125.61 43RD AVENUE NE PRC 73+00 CROWN EG: 124.75 FL: 125.45 FL: 125.17 FL: 124.64 4+00 PRC FL: 125.37 FL: 125.25 PT FL: 125.11 FL: 125.09 EG: 125.77 FG: 126.10 FL: 125.24 125 FL: 124.61 PT FL: 125.34Î”/2 CROWN FG: 125.02 FL: 124.86 PC FL: 124.75 FL: 125.29 BEGIN CURB TRANSITION LOW POINT FL: 124.64 PRC 43RD AVENUE NE EG/FL: 125.63 FG: 125.94 FL: 125.28 FL: 124.52 FL: 124.88 PT FL: 125.04 EG/TC: 126.13 FL: 125.10 FL: 124.93 EG: 124.96 FL: 124.57 PRC 126 PRC Î”/2 FL: 125.14 CROWN FG: 124.86 FL: 124.78 FL: 124.66 PRC FL: 125.24 FL: 125.09 FG: 125.67 FL: 124.38 PC PRC FL: 125.01 Î”/2 EG: 126.16 FG: 125.49 FG: 125.32 FL: 124.28 LOW POINT FL: 124.79 Î”/2 Î”/2 PRC PRCFL: 125.20 FG: 125.84 FG: 125.17 FL: 125.22 EG: 124.34 FG: 124.96 FL: 124.14 FL: 124.90 Î”/2 FL: 125.21 FL: 125.14 128 PRC EP: 124.44 FG: 125.03 FG: 124.77 FL: 125.11 3Î”/4 EG: 126.23 FL: 125.21 Î”/4 EP: 124.62PT Î”/4 FG: 124.84 PC EP: 124.76 Î”/2 EP: 124.54 FL: 125.22 FG: 126.18 FG: 125.25 PC EP: 124.83 EP: 124.69 FG: 126.01 FG: 125.91 FG: 125.57 FG: 124.67 Î”/2 127 127 FL: 125.32 PT FG: 125.74 FG: 125.40 Î”/4 FL: 124.76 FL: 124.90 FG: 124.75 FL: 124.22 3Î”/4 FG: 125.14 FL: 125.01 3Î”/4 FG: 125.49 FG: 125.29 FL: 125.47 FL: 125.38 FG: 125.67 FG: 125.76 FG: 125.85 FG: 126.03 ON-SITE GRADING UNDER FG: 125.91 126 FG: 125.59 SEPARATE PERMIT FG: 125.77 PCC 172ND ST NE FG: 125.70 HIGH POINT FG: 125.88 FG: 126.38 FL: 126.00 FG: 126.52 5+00 128 128 PROPOSED GRADE AT ROW CENTERLINE 126 126 124 124 EXISTING GRADE AT ROW CENTERLINE 122 122 120 120 118 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 118 116 116 FG FG FG FG FG FG FG FG FG 125.27 FG 125.35 FG 124.79 FG 124.54 FG 124.54 FG 124.78 FG 125.27 FG 125.95 FG 127.78 FG 126.17 FG 125.54 FG 125.33 FG 125.11 FG 124.92 FG 124.76 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 43RD AVE NE PROFILE SCALE: H:1"=20', V:1"=4' 43RD AVE NE ROW CENTERLINE STATION REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 21 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 43RD AVE NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED SDCB #14 (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER SDCB #13 73+00 BOTTOM AREA = 3,668 SF 1 N OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' SDCB #10 BOTTOM WIDTH = 10' SD-3 BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT WITH RIP RAP MAX W.S. ELEVATION = 123.25 0 20 40 80 STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. IE: 123.00 8" (SW) TOP ELEVATION = 123.75 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT BIORETENTION INLET #2 125 WITH RIP RAP 1" = 40 FEET STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE SDCB #12 43RD AVENUE NE BIORETENTION INLET #3 IE: 123.00 8" (S) CURB AND GUTTER. 125 WITH RIP RAP 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 124 IE: 123.00 8" (SW) SDCB #11 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS SDCB #2 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED BIORETENTION INLET #1 WITH RIP RAP AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT IE: 123.00 8" (S) STANDARD SPEC 9-05.24 AND AASHTO M330). 126 126 72+00 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT 126 172ND ST NE 125 OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWNMATCHLINE STA 11+00 SHEET 124 OF EXISTING OR PROPOSED GRADES. 0+00 125 124 1+00 2+00 125 3+00 SDCB #9 4+00 124 5+00 125 6+00 EX. STCB #3938 SDCB #1 128 7+00 127 8+00 9+00 126 10+00 SDCB #8 11+00 126 126 125 172ND ST NE 125 SDCB #7 71+00 124 125 SDCB #3 123 COMPOST-AMENDED VEGETATED 2 LEGEND FILTER STRIPS (CAVFS) SD-3 PROPOSED RIGHT-OF-ROW STORM SEWER PIPE SDCB #4 SDCB #5 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 70+00 SD-1B 5'x6'x1' DEEP HAND PLACED RIPRAP 125 COMPOST-AMENDED VEGETATIVE FILTER STRIP SDCB #15 (CAVFS) SDCB #16 43RD AVENUE NE BIORETENTION FACILITY 130 130 SDCB #10, TYPE 1 STA 72+39.11, 35.82' RT 62 LF 12" CPEP @ 0.24% RIM: 125.00 73 LF 12" CPEP @ 0.24% IE: 123.25 8" (NE) 80 LF 12" CPEP @ 1.00% 45 LF EX. 12" CPEP @ 2.15% 31 LF 8" HP PIPE @ 0.82% 125 125 130 LF 8" HP PIPE @ 0.44% 135 LF 12" CPEP @ 0.24% 31 LF 8" HP PIPE @ 0.75% 31 LF 8" HP PIPE @ 1.04% 120 120 SDCB #7, TYPE 1 SDCB #1, TYPE 1 SDCB #4, TYPE 1 STA: 4+68.56, 61.62' RT SDCB #8, TYPE 1 STA: 2+97.25, 19.56' RT RIM: 125.32 SDCB #9, TYPE 1 STA: 8+11.41, 15.03' LT STA: 3+84.05, 111.88' RT RIM: 125.19 RIM: 124.03 IE: 123.57 8" (NE) STA: 6+36.57, 29.47' LT RIM: 125.12 IE: 121.06 12" (W) IE: 121.38 12" (N) RIM: 124.98 IE: 123.32 8" (N) IE: 123.23 8" (N) IE: 121.06 12" (NE) IE: 121.38 12" (E) IE: 121.06 12" (SE) IE: 121.38 12" (S) 115 115 EX. STCB #3938, EXISTING TYPE 1 SDCB #3, TYPE 1 ADJUST RIM TO GRADE SDCB #2, TYPE 1L STA: 3+60.66, 54.88' RT STA: 1+63.25, 33.08' RT STA: 3+31.82, 52.44' LT RIM: 124.36 RIM: 124.29 RIM: 124.49 IE: 121.23 12" (NW) IE: 120.64 12" (W) IE: 121.86 12" (SW) IE: 121.23 12" (S) IE: 120.74 12" (E) NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE 110 110 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.86FG 125.55FG 125.42FG 125.51FG 126.15FG 127.71FG 128.41FG 127.16FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.72 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 22 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE DRAINAGE PLAN AND PROFILE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND GENERAL NOTES N GRAPHIC SCALE 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED PROPOSED RIGHT-OF-ROW (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF 0 20 40 80 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STORM SEWER PIPE OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' 1" = 40 FEET CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 5'x6'x1' DEEP HAND PLACED RIPRAP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. COMPOST-AMENDED VEGETATIVE FILTER STRIP (CAVFS) 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT BIORETENTION FACILITY STANDARD SPEC 9-05.24 AND AASHTO M330). 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT MATCHLINE STA 22+00 SEE BELOW OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN MATCHLINE STA 11+00 SHEET OF EXISTING OR PROPOSED GRADES. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 172ND ST NE 18+00 19+00 20+00 21+00 172ND ST NE 22+00 122 124 123 124 126 124 125 125 127 126 125 124 127 125 126 127 126 127 126 SD-1 PERVIOUS ASPHALT PATHWAY COMPOST-AMENDED VEGETATED PERVIOUS ASPHALT PATHWAY 2 COMPOST-AMENDED VEGETATED 2 REFER TO SHEETS XS-1 TO XS-2 FILTER STRIPS (CAVFS) REFER TO SHEETS XS-1 TO XS-2 SD-3 FILTER STRIPS (CAVFS) SD-3 MATCHLINE STA 22+00 SEE ABOVE COMPOST-AMENDED VEGETATED 2 PERVIOUS ASPHALT PATHWAY FILTER STRIPS (CAVFS) SD-3 REFER TO SHEETS XS-1 TO XS-2 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 31+00 127 126 125 125 31+10 172ND ST NE 124 125 126 127 126 124 125 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 23 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE DRAINAGE PLAN AND PROFILE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE GRAPHIC SCALE 0 20 40 80 N 1" = 40 FEET SDCB #1 3+00 SDCB #2 EX. STCB #5011 SDCB #3 SDCB #15 SDCB #11 EX. STCB #661 10 LF 12" CPEP @ 1.00% 125 SDCB #13 SDCB #16 SDCB #14 EX. STCB #9262 67+00 68+00 69+00 70+00 SDCB #4 71+00 SDCB #12 72+00 43RD AVENUE NE 73+00 74+00 7 LF 12" DI CL52 @ 0.67% 4+00 75+00 75+46 125 125 SDCB #5 128 43RD AVENUE NE 125 SDCB #6 SDCB #10 CONNECTION #1 127 CONNECT TO EXISTING PIPE 126 IE: 122.00 12" (E) BIORETENTION INLET #4 IE: 122.00 12" (W) SDCB #7 126 PROPOSED BIORETENTION CELL BOTTOM AREA = 3,668 SF 1 BOTTOM WIDTH = 10' SD-3 BOTTOM ELEVATION = 123.00 172ND ST NE 5+00 MAX W.S. ELEVATION = 123.25 126 TOP ELEVATION = 123.75 BIORETENTION INLET #3 GENERAL NOTES 130 130 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF EX. STCB #5011, EXISTING TYPE 1 51 LF 12" CPEP @ 0.50% SDCB #4, TYPE 1 SDCB #14, TYPE 1 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STA 68+60.83, 21.26' LT SDCB #5, TYPE 1 STA: 70+34, 17.40' LT STA 3+81.23, 161.22' LT OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER RIM: 125.68 RIM: 124.03 STA 70+32.17, 33.18' RT RIM: 124.37 OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' IE: 122.58 12" (N) IE IN: 121.38 (12"E) 47 LF 12" CPEP RIM: 124.11 IE: 121.77 12" (S) 74 LF EX. 12" CPEP @ 0.10% IE IN: 121.38 (12"S) @ 0.25% IE: 121.63 12" (W) IE: 121.77 12" (N) 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT IE OUT: 121.38 (12"N) STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 125 125 62 LF 12" CPEP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT 82 LF 12" CPEP @ 0.25% @ 0.24% 73 LF 12" CPEP @ 0.24% STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS 120 16 LF 12" CPEP @ 0.50% 120 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED SDCB #11, TYPE 1 AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT SDCB #15, TYPE 1 SDCB #13, TYPE 1 45 LF EX. 12" DI @ 1.97% STA: 72+04.40, 50.77' LT STANDARD SPEC 9-05.24 AND AASHTO M330). WITH ADA GRATE PER WSDOT STA: 72+91.35, 13.19' LT RIM: 124.60 SDCB #6, TYPE 1 STANDARD PLAN B-30.15-00 IE: 122.37 12" (NE) RIM: 124.51 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT STA: 69+05.91, 27.94' RT STA: 3+72.74, 193.33' RT SDCB #3, TYPE 1 IE: 121.85 12" (S) OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN RIM: 125.04 RIM: 124.54 41 LF 12" CPEP @ 0.50% IE: 121.85 12" (N) STA: 70+91.64, 40.05' LT OF EXISTING OR PROPOSED GRADES. IE: 122.05 12" (W) IE: 121.68 12" (E) RIM: 124.36 SDCB #12, TYPE 1 61 LF 12" CPEP @ 0.50% 115 EX. STCB #661, EXISTING TYPE 1 SDCB #16, TYPE 1 IE: 121.23 12" (NW) 115 STA: 72+30.13, 18.57' LT WITH SOLID LOCKING LID EX. STCB #9262, EXISTING TYPE 1 STA: 69+05.89, 21.08' LT IE: 121.23 12" (S) RIM: 124.90 LEGEND STA: 3+82.76, 193.49' RT STA: 73+81.08, 16.66' LT RIM: 125.12 IE: 122.16 12" (SW) RIM: 124.79 RIM: 124.70 IE: 121.70 12" (N) IE: 122.16 12" (N) PROPOSED RIGHT-OF-ROW IE: 121.58 12" (N) IE: 121.70 12" (S) IE: 121.72 12" (E) IE: 121.58 12" (S) IE: 121.69 12" (S) STORM SEWER PIPE IE: 121.58 12" (W) EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 110 110 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.27FG 125.35FG 124.79FG 124.54FG 124.54FG 124.78FG 125.27FG 125.95FG 127.78FG 126.17FG 125.54FG 125.33FG 125.11FG 124.92FG 124.76 5'x6'x1' DEEP HAND PLACED RIPRAP 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 BIORETENTION FACILITY 43RD AVE NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 24 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 43RD AVE NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE DRAINAGE PLAN AND PROFILE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 0.5' MIN. SIDEWALK OR ASPHALT PAVEMENT PER PLAN TOP OF BANK FREEBOARD ELEVATION = 123.75 PONDING 1" LANDSCAPING DEPTH = 0.25' 4:1 MAX. 1 4 MAX SIDE SLOPE 4:1 BOTTOM ELEVATION = 123.00 18" MIN. BIORETENTION SOIL MEDIA (BSM) THICKNESS TO EXTEND TO THE EDGE OF BIORETENTION CELL. SEE SEE PROTECTION AND 10' BOTTOM BIORETENTION SOIL MIX NOTES. VERIFICATION NOTES WIDTH BELOW NATIVE SUBGRADE OR FREE DRAINING EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER DO NOT COMPACT NOTES: 1. SEE SHEET SD-1 FOR DIMENSIONS OF BIORETENTION CELL. 2. ABOVE THE MAXIMUM WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. PROTECTION: EXCAVATE BIORETENTION CELLS TO FINAL GRADE ONLY AFTER ALL DISTURBED AREAS IN THE UPGRADIENT PROJECT DRAINAGE AREA HAVE BEEN PERMANENTLY A STABILIZED. THE SIDEWALLS AND BOTTOM OF THE BIORETENTION CELLS EXCAVATION SHALL BE RAKED OR SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES AFTER FINAL EXCAVATION TO RESTORE INFILTRATION RATES. 0.5' DEPTH GRAVEL OR CRUSHED VERIFICATION: SURFACING LEVEL SPREADER PRIOR TO PLACEMENT OF BIORETENTION SOIL MEDIA (BSM) THE SUBGRADE SHALL BE FINISHED, SCARIFIED, AND MEET THE DESIGN INFILTRATION RATE. AT LEAST SEED, FERTILIZER AND MULCH FILTER STRIP SEED, FERTILIZER AND TWO VERIFICATION OF PERFORMANCE TESTS SHALL BE PERFORMED PRIOR TO MULCH FILTER STRIP THE RELEASE OF THE FINANCIAL GUARANTEE. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER. 6' BIORETENTION SOIL MIX NOTES: 1.75 INCHES OF COMPOST 1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE 2019 INCORPORATED INTO 6.25 INCHES OF STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, UNDER BMP T7.30. SOIL, MINIMUM 5% ORGANIC MATTER 2. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40 PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65 PERCENT), BY GRAVEL OR CRUSHED 2' SURFACING LEVEL SPREADER 1" VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS MIX. PAVEMENT SURFACE 4% 2.1. MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL MEET EDGE OF PAVEMENT THE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON BMP T7.30. 2.2. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT COMPOST. 2.3. ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT. 2.4. CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G DRY SOIL. ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: A 6' 2' Â· CEDAR GROVE COMPOSTING, WASHINGTON Â· OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE) ALTERNATIVE: LENGTH PER PLAN CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND APPROVED BY ENGINEER AND COUNTY. IF USING A CUSTOM BIORETENTION SOIL MIX, THE MEASURED (INITIAL) INFILTRATION SHALL BE LESS THAN 12 INCHES PER HOUR (ASTM D 2434) AT 85% COMPACTION (ASTM D 1557). THE DESIGN (LONG TERM) INFILTRATION RATE SHALL BE GREATER THAN 1 INCH PER HOUR. BIORETENTION CELL COMPOST-AMENDED VEGETATED FILTER STRIP 1 NOT TO SCALE 2 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 25 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM STORM DRAINAGE DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 1.50% FL: 124.80 5' 124 FG: 125.30 FG: 125.22 TC: 125.13 1.50% FG: 125.13 1.50% 125 FG: 125.57 8' DETECTABLE WARNING FG: 124.83 11' FG: 125.39 2.65% SURFACE PER WSDOT FG: 125.08 1.55% STANDARD PLAN F-45.10 1.50% 1.50% 125 125 6.98' 9.07' 124 FG: 124.95 125 5.09% TC: 124.90 125 TC: 124.91 10' FL: 124.90 FG: 125.23 FL: 124.91 10.92' 125 TC: 125.58 0.92% 125 10' TC: 125.47 EG: 125.11 EG: 125.10 FL: 125.25 FL: 125.14 5.13% 1.50% N FG: 125.17 8' 0.90% GRAPHIC SCALE 1 R1 RAMP DETAIL 1.50% STA:72+46.49, 32.55' RT SCALE: 1" = 5' STA:72+44.71, 13.76' LT 43RD AVE NE 0 5 10 11.93' FG: 125.64 FG: 125.05 1.05% 1" = 5 FEET 4.93' EG: 125.16 EG: 125.16 8' FG: 125.04 0.28% SAWCUT LINE DETECTABLE WARNING 1.50% SURFACE PER WSDOT 15.11' FG: 125.46 (TYP.) FL: 125.00 12' 2.73% STANDARD PLAN F-45.10 FL: 125.00 10' 8' TC: 125.00 TC: 125.00 1.50% 9.13' 0.94% 5.45% TC: 125.42 FG: 125.30 DETECTABLE WARNING FG: 125.42 FL: 125.09 1.00% SURFACE PER WSDOT DETECTABLE WARNING FL: 125.37 STANDARD PLAN F-45.10 TC: 125.15 TC: 125.26 TC: 125.54 TC: 125.20 5' FL: 124.65 FL: 124.93 SURFACE PER WSDOT FL: 124.70 STANDARD PLAN F-45.10 TC: 125.70 FL: 125.21 1.10% TC: 125.12 R2-R3-R4 RAMP DETAILS FL: 124.62 4 LEGEND TC: 125.10 43RD AVE NE SCALE: 1" = 5' FL: 124.60 FG FINISHED GRADE ELEVATION FL: 124.20 EG EXISTING GRADE ELEVATION FL: 124.53 DETECTABLE WARNING 1.50% TC: 124.53 TC TOP OF CURB ELEVATION EG/TC: 124.95 FL: 124.58 SURFACE PER WSDOT FG: 124.58 5' FL FLOWLINE ELEVATION STANDARD PLAN F-45.10 EG/FL: 124.53 FG: 124.65 TC: 124.97 STA:69+54.19, 29.80' LT FL: 124.64 TC: 125.12 SINGLE DIRECTION CURB 125 FL: 124.79 RAMP PER WSDOT FG: 124.20 STANDARD PLAN F-40.16-03 8' TC: 124.15 4.67% FL: 124.15 11.62' R12 RAMP DETAIL TC: 124.83 1.49% 2 SCALE: 1" = 5' 1.50% FL: 124.50 125 DETECTABLE WARNING FG: 124.27 SURFACE PER WSDOT 9.6' 10.1' EG: 124.70 STANDARD PLAN F-45.10 STA:69+16.26, 28.86' LT EG: 124.86 DETECTABLE WARNING 10' SINGLE DIRECTION CURB DETECTABLE WARNING EG/FL: 124.71 SURFACE PER WSDOT 1.50% RAMP PER WSDOT 10' SURFACE PER WSDOT 0.87% EG/TC: 125.20 STANDARD PLAN F-40.16-03 0.58% STANDARD PLAN F-45.10 STANDARD PLAN F-45.10 TC: 124.29 FL: 124.76 FL: 124.81 FL: 124.29 FG: 124.87 TC: 125.26 125 DETECTABLE WARNING STA:70+49.92, 19.92' LT SURFACE PER WSDOT FG: 124.22 6.10% STANDARD PLAN F-45.10 1.47% FG: 125.02 FL: 124.83 FL: 124.57 FL: 124.66 FL: 124.10 TC: 125.33 FL: 124.91 5' TC: 124.90 TC: 124.99 FG: 124.33 TC: 124.10 TC: 125.38 TC: 125.41 FG: 124.15 STA:70+41.53, 36.93' RT 1.50%FG: 124.48 FL: 124.88 8' 1.00% DETECTABLE WARNING 10' TC: 125.43 SURFACE PER WSDOT FL: 124.93 TC: 125.56 6.01% STANDARD PLAN F-45.10 FL: 125.06 5' TC: 124.19 1.00% FL: 124.19 TC: 124.38 2.59% FL: 124.05 7.40% 4.91' 10' 12' EG: 125.23 EG/FL: 125.12 EG: 124.78 EG: 124.90 1.50% EG/TC: 125.62 FG: 124.25 2.00% 43RD AVE NE FG: 124.38 FG: 125.83 FG: 125.73 3.07% 10.27' SAWCUT LINE TC: 124.52 (TYP.) FL: 124.19 FG: 124.58 EG: 125.95 EG: 125.85 1.50% 4.9' FG: 124.66 5' R19 RAMP DETAIL R9-R10-R11 RAMP DETAILS 3 SCALE: 1" = 5' 5 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 26 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. FG: 126.40 FG: 126.18 8' FG: 125.13 2.46% N FG: 124.92 12' 8' 1.50% FG: 126.11 10' FG: 125.06 8' 125 125 125 1.50% 1.50% 10' FG: 126.22 FG: 125.52 8' 1.50% 1.50% GRAPHIC SCALE FG: 126.00 2.67% FG: 125.54 FG: 125.01 TC: 126.18 0 5 10 TC: 125.09 FL: 125.85 FL: 124.59 FG: 124.80 8' 1.50% 1.50% 1.45% 0.75% 1" = 5 FEET 11.66' 5.53% TC: 124.97 2.91% FG: 126.21 7.45% FL: 124.64 6' 1.49% TC: 124.75 126 FG: 125.45 FG: 124.94 FL: 124.75 126 5' 2.00% FG: 125.40 STA:3+10.24, 46.51' LT TC: 125.96 9.49' 1.50% TC: 126.14 LEGEND DETECTABLE WARNING FL: 125.96 FL: 125.81 SURFACE PER WSDOT 172ND ST NE STA:5+15.55, 28.50' LT TC: 125.45 FG FINISHED GRADE ELEVATION STANDARD PLAN F-45.10 FG: 124.71 FL: 124.95 TC: 124.90 DETECTABLE WARNING TC: 125.88 EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION 172ND ST NE TC: 125.35 FL: 124.90 SURFACE PER WSDOT FL: 125.88 FL FLOWLINE ELEVATION FL: 125.02 STANDARD PLAN F-45.10 172ND ST NE R17 RAMP DETAIL R16 RAMP DETAIL R5 RAMP DETAIL 1 SCALE: 1" = 5' 2 SCALE: 1" = 5' 3 SCALE: 1" = 5' TC: 126.77 FL: 126.44 DETECTABLE WARNING FG: 125.00 172ND ST NE DETECTABLE WARNING TC: 125.48 SURFACE PER WSDOT FG: 124.43 SURFACE PER WSDOT FL: 125.16 STANDARD PLAN F-45.10 FL: 124.88 STANDARD PLAN F-45.10 FL: 124.75 TC: 125.21 FL: 125.35 5+00 TC: 125.08 TC: 125.67 FL: 124.49 TC: 124.99 TC: 125.24 FG: 125.24 8' TC: 125.11 1.50% EG: 124.94 TC: 126.66 FL: 124.61 1.50% SAWCUT LINE FL: 126.33 7.87% 1.86% 9.98' 8' (TYP.) FG: 125.09 FG: 124.55 10' 15.71' 13.31' 6.30% TC: 125.00 12.85' FL: 124.50 4' FG: 124.56 15.29' FL: 125.55 1.50% 0.77% 1.23% FL: 126.18 1.50% TC: 125.88 TC: 126.51 1.50% 10' 0.69% 5.47% 1.50% 125 5' 3.15% 1.50% FL: 126.26 TC: 124.62 11' TC: 126.59 TC: 125.03 FL: 124.62 8' FG: 125.39 FL: 124.70 1.55% FL: 125.46 DETECTABLE WARNING TC: 125.80 DETECTABLE WARNING FG: 124.63 SURFACE PER WSDOT EG: 125.10 SURFACE PER WSDOT STANDARD PLAN F-45.10 172ND ST NE MATCH EXISTING FG: 124.76 STANDARD PLAN F-45.10 6.98' 172ND ST NE 172ND ST NE CROSS SLOPE 125 R15 RAMP DETAIL R6 RAMP DETAIL R8 RAMP DETAIL R13 RAMP DETAIL 4 SCALE: 1" = 5' 5 SCALE: 1" = 5' 6 SCALE: 1" = 5' 7 SCALE: 1" = 5' FL: 125.55 FG: 125.48 172ND ST NE FL: 125.66 TC: 125.88 FL: 125.28 DETECTABLE WARNING TC: 125.99 TC: 125.61 FL: 125.12 172ND ST NE SURFACE PER WSDOT FL: 125.75 4' TC: 125.12 STA:3+08.84, 22.99' RT STANDARD PLAN F-45.10 TC: 125.75 1.50% DETECTABLE WARNING STA:5+15.05, 43.14' RT 6.76% SURFACE PER WSDOT FL: 125.85 FG: 126.04 FG: 125.42 FG: 125.66 STANDARD PLAN F-45.10 TC: 125.85 FG: 125.93 1.50% 7.43' FG: 125.17 FL: 125.93 FG: 125.79 FL: 124.98 TC: 126.26 TC: 124.98 FG: 125.94 126 FL: 124.85 FG: 125.04 TC: 125.18 3.02% TC: 125.88 1.46% 21.6' 5' FG: 126.01 FG: 126.31 1.00% FL: 125.55 1.50% 10' FG: 125.02 10' FG: 125.89 1.50% FG: 125.22 4.97% FG: 126.10 1.50% 1.50% 2.33% 1.50% 6' 1.50% 2.78% TC: 125.92 8' 5.98% 10' FL: 125.59 126 5.99% 1.50% 9.96' 8' 5' 10' 1.50% 8.16' 10' TC: 125.94 FG: 126.18 1.50% 5' 1.50% FL: 125.61 FG: 125.81 1.50% 6' FG: 125.32 1.00% FG: 126.22 FG: 126.08 8' FG: 125.17 FG: 125.30 FG: 125.94 FG: 126.19 FG: 126.11 1.43% EG: 126.24 FG: 126.04 EG: 126.16 FG: 126.46 FG: 124.89 R14 RAMP DETAIL R7 RAMP DETAIL R18 RAMP DETAIL 8 SCALE: 1" = 5' 9 SCALE: 1" = 5' 10 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 27 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 28 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4745 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 29 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 30 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 31 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 32 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 33 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4745 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 34 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 35 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 36 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 37 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 15 43rd Ave NE 43rd Ave NE ONLY 172nd St NE ENTRANCE ONLY AHEAD SPEED TOURIST LIMIT ENDS ACTIVITIES BIKE LANE 35 51ST AVE NE RIGHT LANE BEGIN RIGHT TURN LANE MUST TURN RIGHT YIELD TO BIKES KEEP THE 43RD AVE NE 43RD AVE NE CHANGE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-06 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 38 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI 47 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - IL-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 40 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM ILLUMINATION PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 8+48.5 17.0' 74+00 73+00 Â· Â· Â· Â· 72+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C T 71+00 C T C 70+00 C REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 41 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4745 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 42 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4745 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 43 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4745 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 44 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4745 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 45 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4745 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 444746 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 474547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 45 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI Panattoni Arlington - Project Roxy WSDOT Chan Plan Responses Sheet Jurisdiction/ Comment # Comment Designer Response Number Department TENW: Comment noted. The right turn lane design and length meet the 1 CH-03 WSDOT Minimum length for deceleration lane is 220' per DM Exhibit 1310-13. requirements of Exhibit 1310-21 Right-turn Lane from the Sept 2021 edition of the design manual. The deceleration lane is 388' in length. TENW: Based on revised driveway design, stop bar has been moved north 2 CH-03 WSDOT Remove stop bar near 172nd St NE. 3 CH-03 WSDOT Add x-walk TENW: Crosswalk added to new site access driveway as requested. TENW: Acceleration lane removed per discussions with WSDOT and the 4 CH-03 WSDOT Shorthen acceleration to 280' per DM Exhibit 1310-14. City of Arlington. The exiting right turn vehicle movement is now aligned with 172nd at a 90 degree angle. TENW: See comment response for comment #4. No taper necessary with 5 CH-03 WSDOT 300' Taper per DM Exhibit 1310-14. revised design/ removal of acceleration lane. confirm there will be RRFB at multi-lane crossings, and consider set- TENW: RRFBs are proposed across all multilane crossings (east, west, and back stop bars to reduce multiple threat crossings south legs of the roundabout. See additional details on TENW's Signal and 6 CH-01 WSDOT Signing plans. Per coordination with WSDOT, set-back stop bars are no Please include RRFB design and layout for review. longer needed. TENW: Bus stop removed from current plans per coordination with WSDOT 7 CH-02 WSDOT Bus stop does not have a boarding/alighting area and the City of Arlington. The bus stop will be accomodated with future build out of 172nd. On responses to previous comments it was claimed that agreement TENW: Proposed R/W and shared use path alignments have been 8 WSDOT has been reached to set R/W will be set 1' behind the 10' shared use coordinated with WSDOT and the WSDOT 172nd Corridor design office to path, the current discussion has not finalized the location of the R/W. ensure the R/W dedicated accommodates both improvements. The Shared use path at the East end near 51st looks to be placed TENW: New path alignment has been coordinated with the WSDOT 172nd between the road and the utility vaults, the current design places the 9 WSDOT Corridor design office and has been updated to be in the ultimate path to the outside of the vaults. We will follow up with a path alignment condition behind the utility vaults. shortly. The merge from St 26+00 to St 29+40, looks to provide an unsafe 10 WSDOT merger with extra weave movements for vehicles attempting to reach TENW: See comment response for comment #4. the left turn lane. Gore striping is needed for the split at ~St12+40, see standard plan M- 11 WSDOT TENW: Gore striping incorporated as requested. 2.20 Gore Striping is needed for the beginning of the merge at ~St25+50, TENW: See comment response for comment #4. There is no longer an 12 WSDOT see standard Plan M-2.21 acceleration lane proposed in the current design. Page 1 of 1 12/21/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PANATTONI ARLINGTON INTERSECTION TRAFFIC MITIGATION 90% SUBMITTAL A SCHEDULE OF DRAWINGS SHT. NO. DWG. NO. DESCRIPTION 01 CVR COVER SHEET 02 - 03 AL-1 - AL-1B HORIZONTAL CONTROL PLAN 04 - 05 EC-1 - EC-1B EXISTING CONDITIONS AND SURVEY CONTROL PLANS 06 - 07 RM-1 - RM-1B REMOVAL AND T.E.S.C PLANS 08 RM-2 EROSION CONTROL DETAILS 09 - 11 XS-1 - XS-2B TYPICAL ROADWAY SECTIONS 12 XS-3 CURB DETAILS 13 - 14 PV-1 - PV-1B PAVING PLAN 15 PV-2 TRUCK APRON JOINTING DETAIL 16 - 20 PP-1 - PP-2D 172ND ST NE PLAN AND PROFILE 21 PP-3 43RD AVE NE PLAN AND PROFILE 22 - 23 SD-1 - SD-1B 172ND ST NE STORM DRAINAGE PLANS AND PROFILE 24 SD-2 43RD AVE NE STORM DRAINAGE PLANS AND PROFILE 25 SD-3 STORM DRAINAGE DETAILS 26 - 27 ADA-1 - ADA-2 ACCESSIBILITY DETAILS 28 - 32 PM-01 - PM-06 PAVEMENT MARKING PLAN 33 - 38 SG-01 - SG-06 SIGNING PLAN 39 - 40 IL-01 - IL-02 ILLUMINATION PLAN 41 - 4547 TS-01 - TS-05 FIBER AND RRFB PLAN VICINITY MAP Call N.T.S. before you D g. 8-1-1 or 1-800-424-5555 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - CVR DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 01 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM COVER SHEET 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET 74+00 43RD AVENUE NE 400.00' N1Â° 35' 20"E 172ND HOLDINGS LLC 31052100304800 CORP OF PRESIDING BISHOP OF LDS 73+00 31052100304300 46.00' STA:4+14.86, 78.00' LT STA:3+68.91, 74.49' LT 30.00' 16.00' STA:4+28.86, 78.20' LT PROPOSED RIGHT-OF-WAY STA:2+16.33, 40.00' LT (2,150 SF) STA:3+36.03, 54.00' LT STA:4+57.27, 50.00' LT 172ND HOLDINGS LLC 31052100304800 STA:2+76.35, 54.00' LT MATCHLINE STA 11+00 SHEET PROPOSED RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY (13,310 SF) (125 SF) WSDOT ROW 72+00 WSDOT ROW BP: 0+00.00 54.00' 172ND ST NE STA: 4+00 = 40.00' 43RD AVE NE STA: 71+46.00 0+00 PI: 4+00.00 1+00 (STA: 176+10.33 PER WSDOT 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 172ND ROW PLANS) 86.00' 400.00' 4+00 PI: 71+46.00 5+00 80.00' S87Â° 34' 26"E 6+00 N 423183.60 2610.44' 7+00 BP: 11+25.23 8+00 E 1313201.08 9+00 50.00' 50.00' A N 423109.13 30.00' 10+00 11+00 90.7Â° 89.3Â° E 1313737.67 172ND ST NE WSDOT ROW STA:1+10.57, 46.00' RT 11+25 WSDOT ROW 71+00 STA:1+10.62, 50.00' RT WAL-MART STORES INC STA:3+31.56, 50.00' RT 12+00 31052800207000 13+00 HERITAGE BANK 14+00 STA:4+74.68, 30.00' RT 15+00 31052800207000 16+00 AHBL #102 PI: 11+87.10 AMAZON.COM SERVICES LLC S73Â° 57' 35"E N 423135.39 31052800100500 STA:3+69.07, 82.69' RT 61.87' E 1313663.02 PROPOSED RIGHT-OF-WAY S87Â° 31' 16"E AHBL #103 EL: 125.47 765.32' N 423123.27 AL-1B NAIL AND WASHER OUTSIDE EDGE OF SHARED USE PATH E 1314257.93 68.00' STA:4+36.88, 67.68' RT EL: 123.64 NAIL AND WASHER PROPOSED RIGHT-OF-WAY (458 SF) 70+00 32.00' 36.00' HERITAGE BANK NOTES ALIGNMENT LEGEND 31052800207000 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. 1732490 (TITLE 202151-SC, ITEM 10) 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE 1146.00' CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER N1Â° 41' 03"E WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM 69+00 CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. 43RD AVENUE NE TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 2 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 4745 TRAVIS HALE 12/17/2021 A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N NOTES ALIGNMENT LEGEND GRAPHIC SCALE 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW 0 20 40 80 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 1" = 40 FEET 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, MATCHLINE STA 22+00 SEE BELOW MATCHLINE STA 11+00 SHEET BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 BP: 40+00.00 40+00 15+00 16+00 N 423116.85 S78Â° 06' 24"E 17+00 18+00 E 1314405.76 239.15' 30.00' 19+00 41+00 172ND ST NE 20+00 21+00 PI: 42+39.15 22+00 S87Â° 31' 16"E 415.02' 42+00 WSDOT ROW PI: 46+54.17 17+00 18+00 43+00 19+00 44+00 45+00 20+00 46+00 47+00 48+00 PC: 19+52.42 49+00 50+00 21+00 Î”=9Â°27'35" 22+00 23+00 R=65.00' 24+00 L=10.73' PT: 20+30.88 25+00 26+00 27+00 PT: 19+63.16 AL-1 AMAZON.COM SERVICES LLC Î”=9Â°27'35" S87Â° 31' 16"E 31052800100500 S78Â° 03' 41"E R=75.00' 533.85' OUTSIDE EDGE OF SHARED USE PATH PI: 25+64.73 55.34' L=12.38' PROPOSED RIGHT-OF-WAY OUTSIDE EDGE OF RIGHT TURN LANE S89Â° 37' 21"E 299.98' PC: 20+18.50 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 50.00' 24+00 25+00 26+00 27+00 80.00' PI: 30+10.44 28+00 EP: 31+10.44 S89Â° 17' 56"E 29+00 746.34' S89Â° 55' 31"E 30+00 31+00 172ND ST NE 90.00' S88Â° 30' 27"E 250.23' 50+00 51+00 52+00 53+00 30.00' EP: 56+50.74 100.00' WSDOT ROW 54+00 PI: 54+00.51 55+00 56+00 56+51 N 423040.16 31+10 E 1316050.93 28+00 29+00 30+00 31+00 32+00 PI: 28+64.71 65.00' 33+00 OUTSIDE EDGE OF PC: 32+34.76 S87Â° 31' 16"E SHARED USE PATH Î”=19Â°50'45" 34+00 370.05' R=159.99' 35+00 OUTSIDE EDGE OF RIGHT TURN LANE 35+56 L=55.42' PROPOSED RIGHT-OF-WAY AMAZON.COM SERVICES LLC PRC: 32+90.18 Î”=20Â°10'49" PT: 33+53.57 31052800100500 R=179.99' L=63.39' S87Â° 51' 20"E N 422970.75 202.09' E 1316159.25 EP: 35+55.66 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 3 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT SET REBAR AND CAP LUMINAIRE 1" = 40 FEET BASIS OF BEARING FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT N1Â° 35' 20"E DECIDUOUS TREE AS NOTED SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW CORP OF PRESIDING ROOF DRAIN BISHOP OF LDS 73+00 CABLE RISER STRAIGHT ARROW 31052100304300 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW MATCHLINE STA 11+00 SHEET 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 10+00 50.00' 30.00' 11+00 172ND ST NE WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' EC-1B 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 4 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE SURVEY CONTROL PLANS 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON 1" = 40 FEET ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, A BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. MATCHLINE STA 11+00 SHEET MATCHLINE STA 22+00 SEE BELOW WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW AMAZON.COM SERVICES LLC 31052800100500 EC-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW EXISTING LEGEND FOUND MONUMENT AS NOTED P POWER MANHOLE HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT 22+00 T 23+00 T SET REBAR AND CAP LUMINAIRE 50.00' 24+00 25+00 FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE 26+00 80.00' MONITORING WELL TELEPHONE RISER 27+00 28+00 BOLLARD TELEPHONE VAULT 29+00 172ND ST NE 30+00 31+00 MAIL BOX FIRE HYDRANT S88Â° 30' 27"E SIGN AS NOTED IRRIGATION CONTROL VALVE 30.00' 100.00' WSDOT ROW 31+10 UNKNOWN VAULT WATER METER GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED TEST PIT DECIDUOUS TREE AS NOTED AMAZON.COM SERVICES LLC SANITARY SEWER MANHOLE 31052800100500 STORM CLEANOUT LEFT TURN ARROW STORM CATCH BASIN STORM MANHOLE RIGHT TURN ARROW T ROOF DRAIN CABLE RISER STRAIGHT ARROW GAS METER STORM LINE GAS VALVE SEWER LINE WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE GUY ANCHOR FENCE UTILITY POWER POLE ASPHALT JUNCTION BOX CONCRETE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 5 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE SURVEY CONTROL PLANS 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. PROTECT EXISTING 400.00' STORM DRAINAGE N1Â° 35' 20"E 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 CORP OF PRESIDING 11 EXISTING SIGN TO BE RELOCATED. BISHOP OF LDS 73+00 31052100304300 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW 3 OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN 54.00' 13 TREES STORM DRAINAGE 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' 2+00 16 S87Â° 34' 30"E 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 10+00 50.00' 5 30.00' 11+00 172ND ST NE WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 A 11 16 5 2 13 12 5 9 14 3 6 17 8 3 1 17 WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 PROTECT EXISTING 6 HYDRANT EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. TESC AND DEMOLITION LEGEND NOTE WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY POLES, GUY LOOPS TO BE REMOVED N WIRES, AND OVERHEAD POWER LINES EXCEPT WHERE NOTED ON SAWCUT LINE GRAPHIC SCALE THE PLANS. NOTIFY ENGINEER WITH ANY CONFLICTS. SILT FENCE ASPHALT PAVEMENT TO REMAIN 0 20 40 80 CURB REMOVAL CONCRETE SIDEWALK TO REMAIN 1" = 40 FEET DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN A INLET PROTECTION IP COMMUNICATION LINE TO REMAIN MATCHLINE STA 11+00 SHEET CATCH BASIN TO REMAIN MATCHLINE STA 22+00 SEE BELOW CATCH BASIN TO BE REMOVED WSDOT ROW EXISTING FIBER LINE SHALL BE MAINTAINED AND KEPT OPERATIONAL SAWCUT LINE (TYP.) THROUGHOUT CONSTRUCTION 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE SAWCUT LINE (TYP.) 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW 5 5 3 EXISTING FIBER LINE SHALL BE 11 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING RM-1 THROUGHOUT CONSTRUCTION 2 AMAZON.COM SERVICES LLC HYDRANT REMOVE EXISTING 31052800100500 6 EXISTING FIBER LINE SHALL BE NEW IMPROVEMENTS (TYP.) GRAVEL DRIVEWAY 3 MAINTAINED AND KEPT OPERATIONAL 2 2 THROUGHOUT CONSTRUCTION DEMOLITION ON PRIVATE PROPERTY UNDER SEPARATE PERMIT MATCHLINE STA 22+00 SEE ABOVE KEYNOTES WSDOT ROW 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. 5 3 REMOVE EXISTING TREE SAWCUT LINE (TYP.) SAWCUT LINE (TYP.) 3 PROTECT EXISTING GAS LINE. 22+00 T 23+00 T 24+00 50.00' 25+00 4 PROTECT EXISTING CULVERT. 26+00 27+00 80.00' 28+00 5 PROTECT EXISTING WATER UTILITY. 29+00 30+00 172ND ST NE 31+00 S88Â° 30' 27"E 6 PROTECT EXISTING SURVEY MARKER. 30.00' 100.00' WSDOT ROW 31+10 7 PROTECT EXISTING SERVICE CABINET. 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. 9 PROTECT COMMUNICATIONS PEDESTAL. PROTECT EXISTING 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. HYDRANT 11 5 T 11 EXISTING SIGN TO BE RELOCATED. PROTECT EXISTING REMOVE EXISTING NEW IMPROVEMENTS (TYP.) HYDRANT WATER METER AND 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. VALVE AMAZON.COM SERVICES LLC 11 2 31052800100500 13 EXISTING JUNCTION BOX TO BE RELOCATED. 14 EXISTING STREET LIGHT TO BE RELOCATED. 51ST AVE NE 15 EXISTING SERVICE CABINET TO BE RELOCATED. REMOVE EXISTING GRAVEL DRIVEWAY DEMOLITION ON PRIVATE DEMOLITION ON ALONG 16 PROTECT EXISTING SANITARY SEWER. PROPERTY UNDER 51ST AVENUE NE UNDER SEPARATE PERMIT SEPARATE PERMIT 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 7 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 8 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM EROSION CONTROL DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) ROADWAY CL 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) VARIES 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 3' PAVED SPLITTER ISLAND 3' PAVED 8' SIDEWALK BUFFER PAVEMENT WIDTH VARIES WIDTH VARIES PAVEMENT WIDTH VARIES BUFFER 10' (TYPICAL) SIDEWALK 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 1.5% 1.5% 1' VARIES 1' 1.5% 1.5% 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER VARIES VARIES NOT STEEPER NOT STEEPER THAN 4H:1V 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) THAN 4H:1V 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 4 19 19 4 A 14 13 13 14 3 8 8 3 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 8 3 2 1 19 1 2 3 8 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 3 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. NE 172ND ST SECTION A NE 172ND ST STA: 1+62.13 TO STA: 3+40.03 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) A NOT TO SCALE 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 17 2' QUARRY SPALLS ROADWAY CL A 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 BUFFER WIDTH THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. SHOULDER VARIES 3' MIN. LANE LANE WIDTH 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 5' SIDEWALK WIDTH VARIES WIDTH VARIES VARIES 1.5% VARIES VARIES NOT STEEPER 1 MATCH EXISTING NOT STEEPER 30.0' PAVEMENT ELEVATION THAN 4H:1V THAN 4H:1V 4 13 14 8 13 14 14 13 2 1 1 2 3 1 2 SAWCUT LINE PER PLAN EXISTING PAVEMENT SECTION 43RD AVE NE ROADWAY SECTION B 43RD AVE NE STA: 72+72.13 TO STA: 73+18.31 B NOT TO SCALE ASPHALT PAVEMENT GRIND AND INLAY 1 NOT TO SCALE CENTER OF ROUNDABOUT CENTRAL ISLAND WIDTH VARIES CIRCULATING ROADWAY TRUCK APRON TRUCK APRON CIRCULATING ROADWAY A VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES 10' MAX 3' PAVED 3' PAVED 8' SIDEWALK BUFFER BUFFER 10' (TYPICAL) SIDEWALK VARIES VARIES 1.5% 2.0% 20 2.0% 1.5% 1.5% 3% MAX 3 3% MAX 1.5% NOT STEEPER THAN 4H:1V NOT STEEPER 17 17 THAN 4H:1V 4 19 19 4 14 13 3 2 3 7 10 9 9 10 7 3 2 3 13 14 8 1 1 8 CENTER OF ROUNDABOUT SECTION C C NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 9 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY CL EXISTING SIDEWALK TO REMAIN WIDTH VARIES BUFFER VARIES WIDTH VARIES SPLITTER ISLAND PAVEMENT WIDTH VARIES WIDTH VARIES LANE WIDTH VARIES 4' BUFFER 5' SIDEWALK ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 1' VARIES 1' 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 1.5% VARIES VARIES NOT STEEPER THAN 4H:1V 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 4 13 14 14 13 14 13 8 8 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 8 3 2 1 11 1 2 3 8 12 43RD AVE NE ROADWAY SECTION D 6 NOT USED 43RD AVE NE STA: 69+57.01 TO STA: 70+73.84 D NOT TO SCALE 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER ROADWAY CL 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) A 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE EXISTING LANE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. WIDTH VARIES 12' LANE 4' BUFFER 5' SIDEWALK 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 1.5% 13 0.33' TOP SOIL, TYPE A NOT STEEPER THAN 4H:1V 14 SEEDING, FERTILIZING, AND MULCHING 4 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 14 13 14 13 18 8 3 2 1 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 43RD AVE NE ROADWAY SECTION E 43RD AVE NE STA: 68+24.06 TO STA: 69+57.01 E 17 2' QUARRY SPALLS NOT TO SCALE 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY ROADWAY CL A 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION A VARIES 5' ASPHALT PAVEMENT SPLITTER ISLAND PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1' VARIES 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 19 THAN 4H:1V 13 14 3 3 2 1 3 1 2 3 14 13 15 13 14 NE 172ND ST SECTION F 16 NE 172ND ST STA: 4+82.83 TO STA: 6+65.43 F NOT TO SCALE ROADWAY CL A 5' ASPHALT PAVEMENT PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 THAN 4H:1V 13 14 3 2 1 1 2 3 14 13 15 13 14 NE 172ND ST SECTION G NE 172ND ST STA: 6+65.43 TO STA: 8+77.23 16 G NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 10 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER A 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 17 2' QUARRY SPALLS EXISTINGRIGHT-OF-WAY 30.0' VARIES 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 2.0' FLAT GRAVEL 19 PROPOSED RIGHT-OF-WAY THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTING VARIES 10.0' PERVIOUS PAVEMENT VARIES 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 14.0'Â± PATHWAY VARIES 16.0'Â± REFER TO PRIVATE 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION EXISTING RIGHT-OF-WAY CENTERLINE 4:1 MAXIMUM SLOPE 15 SHARED USE PATH EXISTING EDGEOF PAVEMENT PROFILE GRADES 16 EG = 121.5Â± NE 172ND ST SECTION H H SCALE: 1" = 5' EXISTINGRIGHT-OF-WAY 30.0' VARIES 2.0' WIDE PAVED 2.0' FLAT GRAVEL INSIDE SHOULDER 2.0' WIDE PAVED 2.0' WIDE LEVEL SPREADER OUTSIDE SHOULDER MATCH ROADWAY SLOPE 10.0' PERVIOUS 1.0' FLAT EXISTING BUFFER PATHWAY VARIES 6.0' PAVEMENT VARIES 11.0' LANE WIDTH 14.0'Â± CAVFS VARIES 16.0'Â± VARIES PROPOSED RIGHT-OF-WAY 2 SHARED USE PATH SD-3 PROFILE GRADES RIGHT TURN LANE VARIES EXISTING RIGHT-OF-WAY CENTERLINE 2.0% REFER TO PRIVATE PROFILE GRADES 4.0% 1.5% TYP. 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION 4:1 MAXIMUM SLOPE 1" DROP EXISTING EDGEOF PAVEMENT 13 14 1 2 3 15 16 EG: 123.5Â± NE 172ND ST SECTION I I SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 11 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 12 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM CURB DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PAVING LEGEND N SAWCUT LINE SEE RM-1 GRAPHIC SCALE 0.15' GRIND AND INLAY SEE XS-1 0 20 40 80 HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 1" = 40 FEET PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 74+00 PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 43RD AVENUE NE CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 PAVING NOTES CURB 1 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER (RC&G) WSDOT STD. PLAN F-10.18 3' SMOOTH CURB 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. TRANSITION CURB 2 ROUNDABOUT CEMENT 172ND HOLDINGS LLC 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL CONCRETE CURB AND GUTTER WSDOT STD. PLAN F-10.18 31052100304800 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM L35 CAPABLE OF PERFORMING SUCH WORK. ROUNDABOUT CENTRAL ISLAND CORP OF PRESIDING L38 BISHOP OF LDS B 73+00 CEMENT CONCRETE CURB WSDOT STD. PLAN F-10.18 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL 31052100304300 XS-1 PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE *ROUNDABOUT SPLITTER ISLAND L39 C41 LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' NOSING CURB WSDOT STD. PLAN F-10.18 C26 CRUSHED SURFACING BASE COURSE (CSBC). 4 L37 L33 **DETECTABLE WARNING SURFACE WSDOT STD. PLAN F-45.10 ADA-1 C35 4 3' SMOOTH CURB TRANSITION 2 L32 ADA-1 *CONTRACTOR SHALL MODIFY ROUNDABOUT SPLITTER ISLAND NOSING CURB HEIGHT TO MATCH MATCHLINE STA 11+00 SHEET ADA-2 BIORETENTION CELL SPLITTER ISLAND HEIGHT 172ND HOLDINGS LLC C39 C F REFER TO SHEETS 31052100304800 1 C25 XS-2 XS-1 SD-1 TO SD-3 ADA-2 A C38 XS-1 C42 C37 C36 G XS-2 3 4 WSDOT ROW L30 ADA-2 ADA-1 L41 72+00 WSDOT ROW C43 4 C47 C2 A ADA-2 0+00 L1 L43 C24 6 1+00 C1 C23 2+00 A ADA-2 C45 5+00 TYPE 2 MAINTENANCE PULLOUT C5 C3 4+00 5 C6 C34 ADA-2 6+00 L27 3+00 3' SMOOTH CURB TRANSITION C4 C48 C32 7+00 L44 C33 L36 8+00 L25 C7 C29 L26 9+00 C31 L8 C27 10+00 C28 11+00 L10 172ND ST NE C44 WSDOT ROW C22 L23 L24 C21 BP: 11+25.23 EDGE OF PAVEMENT LINE TABLE C8 11+25 WSDOT ROW 7 1 8 71+00 5 L21 CAVFS ADA-2 ADA-1 ADA-2 ADA-1 PI: 11+87.10 REFER TO SHEETS Line # Length Direction L15 C15 12+00 SD-1 TO SD-3 WAL-MART STORES INC C13 13+00 31052800207000L1 42.45 S87Â° 34' 25.17"EHERITAGE BANK 14+00 31052800207000 172ND ST NE STA: 4+00 = C9 C20 A 15+00 16+00 L8 75.97 N82Â° 05' 07.75"E 43RD AVE NE STA: 71+46.00 C16 PV-1B L10 13.12 S54Â° 22' 21.86"E C12 9 ADA-2 L15 15.69 S83Â° 11' 56.36"E 5 AMAZON.COM SERVICES LLC L16 84.72 S4Â° 52' 40.25"W ADA-1 31052800100500 5 L17 3.11 N16Â° 54' 10.65"E C10 ADA-1 L16 L18 185.79 N3Â° 06' 04.21"E D 70+00 EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE XS-2 L21 7.43 N78Â° 11' 30.45"E Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length HERITAGE BANK 3' SMOOTH CURB TRANSITION C19 L23 140.27 S89Â° 28' 06.31"E 31052800207000 C1 133.37 514.22 14.86 N84Â° 18' 59"E 133.00 C18 13.98 4.76 168.35 N84Â° 04' 38"W 9.46 C34 1.90 1.00 109.02 S62Â° 54' 27"W 1.63 L24 226.91 N89Â° 14' 44.19"E C2 6.44 3.25 113.49 S41Â° 37' 25"E 5.44 C19 60.86 1584.88 2.20 N7Â° 16' 43"E 60.85 C35 46.79 151.00 17.75 S20Â° 32' 02"E 46.60 C11 C18 L25 15.58 N82Â° 51' 07.10"W 2 C3 21.49 74.32 16.57 S9Â° 25' 12"W 21.41 C20 112.80 90.00 71.81 N39Â° 00' 27"E 105.56 C36 6.69 3.00 127.84 S34Â° 30' 37"W 5.39 ADA-1 L26 5.50 S7Â° 08' 52.90"W C4 2.03 1.00 116.10 S59Â° 11' 20"W 1.70 C21 52.21 389.00 7.69 N78Â° 45' 32"E 52.17 C37 20.99 88.85 13.54 S87Â° 13' 47"W 20.94 L27 225.43 N82Â° 51' 07.10"W C5 72.72 113.50 36.71 N81Â° 06' 48"W 71.48 C22 54.34 385.00 8.09 N86Â° 38' 53"E 54.30 C38 2.15 1.00 123.32 N37Â° 52' 42"W 1.76 L18 L30 32.07 N45Â° 27' 02.62"W A C6 103.59 499.00 11.89 S86Â° 28' 45"W 103.40 C23 82.13 322.00 14.61 S89Â° 50' 40"W 81.90 C39 34.48 81.00 24.39 N11Â° 35' 19"E 34.22 L32 14.56 N61Â° 16' 55.50"E 3 69+00 C7 67.61 87.51 44.27 S76Â° 30' 28"E 65.94 C24 81.70 90.00 52.01 N71Â° 27' 23"W 78.92 C41 2.95 1.00 168.95 N83Â° 52' 10"E 1.99 ADA-1 L33 12.41 N89Â° 59' 29.05"W C8 45.98 107.81 24.43 S41Â° 16' 54"E 45.63 C25 45.06 120.00 21.51 N34Â° 41' 39"W 44.79 C42 73.28 55.00 76.34 S36Â° 45' 40"W 67.98 L35 25.46 N3Â° 00' 00.00"W C9 19.73 50.00 22.61 S17Â° 45' 37"E 19.60 C26 36.50 116.95 17.88 N11Â° 56' 27"W 36.36 C43 88.10 323.00 15.63 S83Â° 24' 11"W 87.83 E L36 75.94 S89Â° 37' 43.22"E XS-2 C10 85.16 368.54 13.24 S0Â° 09' 50"W 84.98 C27 25.91 71.93 20.64 S18Â° 43' 05"W 25.77 C44 128.63 56.47 130.51 N72Â° 32' 42"E 102.57 L37 13.98 N0Â° 36' 15.98"W C11 24.33 20.00 69.70 S41Â° 38' 04"W 22.86 C28 2.32 1.00 132.79 S37Â° 21' 26"E 1.83 C45 4.60 5.00 52.67 N19Â° 02' 34"W 4.44 L38 13.47 S12Â° 32' 03.60"E 43RD AVENUE NE 10 C12 48.55 115.26 24.14 N3Â° 15' 18"W 48.20 C29 104.18 413.00 14.45 N83Â° 28' 25"E 103.91 C47 121.81 53.58 130.26 S66Â° 08' 46"W 97.22 ADA-2 L39 34.41 S1Â° 24' 26.19"E WAL-MART STORES INC L17 C13 5.61 3.00 107.23 N43Â° 11' 11"E 4.83 C31 8.85 3.00 169.02 N5Â° 51' 49"E 5.97 C48 3.77 5.00 43.22 S20Â° 35' 38"E 3.68 L41 49.59 S74Â° 57' 15.73"W 00930300000301 3' SMOOTH CURB TRANSITION C15 1.95 1.00 111.54 S27Â° 25' 42"E 1.65 C32 114.28 299.00 21.90 N89Â° 35' 37"W 113.58 L43 22.86 N45Â° 22' 37.48"W C16 26.64 71.00 21.50 S17Â° 35' 38"W 26.48 C33 59.30 89.51 37.96 N81Â° 33' 45"W 58.22 68+00 L44 11.14 S42Â° 12' 05.69"E REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 13 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 4745 TRAVIS HALE 12/17/2021 A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 PAVING NOTES PAVING LEGEND 1" = 40 FEET 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. SAWCUT LINE SEE RM-1 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL 0.15' GRIND AND INLAY SEE XS-1 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 CRUSHED SURFACING BASE COURSE (CSBC). PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 MATCHLINE STA 22+00 SEE BELOW CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 MATCHLINE STA 11+00 SHEET H XS-2B I XS-2B WSDOT ROW 11+00 12+00 13+00 BP: 40+00.00 14+00 15+00 40+00 16+00 17+00 18+00 19+00 41+00 20+00 21+00 172ND ST NE 22+00 42+00 PI: 42+39.15 WSDOT ROW 17+00 PC: 19+52.42 18+00 PT: 19+63.16 43+00 19+00 44+00 PI: 46+54.17 45+00 20+00 PC: 20+18.50 46+00 47+00 48+00 49+00 50+00 21+00 22+00 23+00 PI: 25+64.73 24+00 AMAZON.COM SERVICES LLC 25+00 31052800100500 PT: 20+30.88 26+00 27+00 PV-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 24+00 172ND ST NE 25+00 26+00 27+00 28+00 29+00 30+00 PI: 54+00.51 31+00 EP: 56+50.74 50+00 51+00 52+00 53+00 WSDOT ROW 54+00 55+00 56+00 56+51 31+10 PI: 28+64.71 28+00 29+00 30+00 PC: 32+34.76 31+00 32+00 PRC: 32+90.18 33+00 PT: 33+53.57 AMAZON.COM SERVICES LLC EP: 35+55.66 34+00 31052800100500 35+00 35+56 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 14 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 GENERAL NOTES 1" = 20 FEET OUTSIDE AND MIDDLE APRON CONCRETE PANELS: DOWEL BARS 1 PER STANDARD PLAN A-40.10-04, NO TIE-BARS. CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB 2 AND GUTTER: STANDARD PLAN F-10.18. CURB 3 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER: STANDARD PLAN F-10.18. 3 ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 5-05 OF WSDOT STANDARD SPECIFICATIONS 43RD AVENUE NE 72+00 2 1 15.0Â° (TYP.) 2+00 3+00 172ND ST NE 4+00 5+00 6+00 3 1 71+00 43RD AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 15 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TRUCK APRON JOINTING DETAIL 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 124 3Î”/4 THREE-QUARTER POINT NOTES 125 PT POINT OF TANGENCY 1" = 20 FEET PRC POINT OF REVERSE CURVE 1. FINISHED AND EXISTING GRADE PROFILE 124 PCC POINT OF COMPOUND CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY 125 FG FINISHED GRADE ELEVATION CENTERLINE AND DO NOT REFLECT THE EG EXISTING GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR TC TOP OF CURB ELEVATION PROPOSED GRADES. FL FLOWLINE ELEVATION 43RD AVENUE NE BIORETENTION CELL REFER TO SHEETS FG: 125.12 SD-1 TO SD-3 FG: 125.00 FG: 126.03 FG: 125.97 FG: 125.00 FG: 124.88 FG: 125.85 FG: 125.52 FG: 126.10 FG: 125.40 FG: 125.13 124 FG: 125.98 FG: 125.69 FG: 125.01 124 FG: 125.93 FG: 125.57 FG: 125.85 FG: 126.17 FG: 125.75 FG: 125.82 MATCHLINE STA 7+00 SHEET PC 124 FG: 125.62 FL: 124.63 GRADE BREAK 125 FG: 126.36 FG: 125.03 72+00 FL: 125.47 FL: 125.70 126 LOW POINT FG: 126.18 EG: 124.99 126 FL: 124.58 FL: 124.50 124 PT Î”/2 FG: 125.99 FL: 125.68 EG/TC: 124.96 Î”/2 FL: 124.92 PRC FL: 125.09 125 EG/FL: 124.46 126 A PC Î”/4 FL: 125.48 FL: 125.15 125 FL: 125.40 HIGH POINT PRC PRC GRADE BREAK FL: 126.35 FG: 126.18 FG: 126.03 FG: 125.87 FG: 125.72 FL: 125.01 FL: 126.29 PC 126 FG: 125.56 FL: 125.60 3Î”/4 FL: 125.34 FL: 125.03 FL: 125.62 FG: 125.41 HIGH POINT EG: 124.98 125 FL: 126.10 FL: 125.20 3Î”/4 PRC 126 FL: 126.52 Î”/4 FG: 125.60 EG: 124.95 PC Î”/2 3Î”/4 FL: 125.69 FL: 125.11 FL: 125.81 EG/FL: 125.13 FL: 125.08 FL: 125.03 FL: 125.76 127 FL: 126.69 HIGH POINT Î”/2 3Î”/4 1+00 FL: 126.00 FG: 128.43 FL: 125.96 PRC Î”/4 PT Î”/4 Î”/2 Î”/2 3Î”/4 FL: 125.47 FL: 125.31 FL: 125.16 LOW POINT 2+00 FL: 125.26 128 FL: 126.75 FL: 125.93 FL: 125.77 FL: 125.62 LOW POINT FL: 125.523Î”/4 A HIGH POINT FL: 125.00 FL: 125.20 FL: 125.67 126 3+00 GRADE BREAK HIGH POINT PRC Î”/2 172ND ST NE FL: 125.49 FL: 125.64 FG: 128.23 FL: 127.65 FL: 126.81 FL: 126.44 PRC 3Î”/4 CROWN FG: 125.68 PC PRC Î”/4 PRC 4+00 FG: 128.23 PRC FL: 126.19 FL: 126.04 Î”/4 Î”/2 Î”/4 PRC 126 FL: 125.50 PCC EG/FL: 125.00 FL: 125.05 FL: 125.08 HIGH POINT FL: 125.96 Î”/2 FL: 125.55 PRC FL: 126.54 5+00 FL: 125.86 FL: 125.68 FL: 125.63 FL: 126.10 FL: 126.33 Î”/2 FL: 125.83 FL: 125.47 Î”/2 126 128 6+00 PC FL: 125.50 FL: 125.23 125 Î”/4 Î”/2 FL: 125.43 GRADE BREAK 7+00 HIGH POINT FL: 125.41 FL: 125.17 3Î”/4 PRC FL: 125.43 FG: 128.43 127 Î”/2 FL: 126.48 FL: 125.65 FL: 125.40 GRADE BREAK FL: 126.44 EG/TC: 124.80 FL: 124.93 LOW POINT FL: 125.18 LOW POINT FL: 126.53 PC EG/FL: 124.30 125 FL: 124.52 126 FL: 125.97 Î”/4 Î”/2 3Î”/4 PT FL: 125.54 CROWN FG: 125.74 FL: 125.08 PT GRADE BREAK PRC FL: 126.07 FL: 125.96 FL: 125.85 FL: 125.74 FL: 125.61 FL: 125.50 FL: 124.69 PRC FG: 125.24 126 FL: 126.17 GRADE BREAK PRC FL: 126.26 126 FL: 126.18 FL: 125.48 LOW POINT EG: 124.95 FL: 124.59 FL: 127.23 FL: 126.33 PT PC Î”/2 PT FL: 125.43 FG: 126.02 FG: 125.66 PC FL: 125.55 EP: 125.42 EP: 125.38 EP: 125.27 EP: 125.02 FG: 125.22 Î”/2 EP: 125.08 125 EG: 125.10 FG: 126.17 FG: 125.81 FL: 124.50 125 125 FG: 125.30 Î”/4 FL: 125.86 FL: 126.30 Î”/2 PP-2 TC: 125.88 FG: 125.39 FG: 125.07 FL: 124.44 GRADE BREAK 126 FL: 125.78 EG: 125.11 FG: 125.15 Î”/2 71+00 FL: 125.55 PCC EP: 125.15 FG: 125.57 FG: 124.97 FL: 124.38 HIGH POINT CAVFS 11+25 FG: 125.05 LOW POINT EG: 125.10 FG: 125.05 FL: 126.00 BP: 11+25.23 FG: 125.93 REFER TO EP: 124.82 FG: 124.95 FG: 126.38 FG: 124.76 SHEETS FG: 124.70 FG: 125.04 GRADING DAYLIGHT LINE (TYP.) FG: 124.88 125 FG: 124.89 SD-1 TO SD-3 FG: 124.50 FG: 124.83 FG: 124.82 FG: 124.89 FG: 124.53 PI: 11+87.10 A FG: 124.75 FG: 126.08 12+00 FG: 124.27 FG: 124.45 125 FG: 126.52 FG: 124.56 FG: 126.19 FG: 126.11 FG: 124.38 FG: 124.12 125 126 127 FG: 126.22 ON-SITE GRADING UNDER 126 FG: 124.30 OUTSIDE EDGE OF 128 SEPARATE PERMIT 127 FG: 124.41 SHARED USE PATH 129 128 136 MATCHLINE STA 7+00 SHEET 134 43RD AVENUE NE 132 130 SHARED USE PATHGRADE BREAK STA: 11+44.65ELEV: 124.889 SHARED USE PATH GRADE BREAK STA: 11+25.23 SHARED USE PATHGRADE BREAK STA: 12+24.62ELEV: 124.118 128 11+25.23 PROPOSED GRADE AT ELEV: 126.083 ROW CENTERLINE SHARED USE PATHBPELEV = 126.08 6.15% 11+87.10 126 1.19% SHARED USE PATHPIELEV = 124.380.71% 0.47% EXISTING GRADE AT 124 ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 11+87.10 PROPOSED GRADE @ OUTSIDE 122 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE ELEV: 124.385 EDGE OF SHARED USE PATH EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE 120 FG FG FG FG 125.41 FG 125.41 FG 125.53 FG 125.78 FG 125.86 FG 125.55 FG 125.42 FG 125.51 FG 126.15 FG 127.71 FG 128.41 FG 127.16 FG 126.62 FG 126.67 FG 126.19 FG 126.03 FG 126.18 FG 126.01 FG 125.84 FG 125.84 FG 125.66 FG 125.79 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PP-2 172ND ST NE PROFILE SCALE: H:1"=20', V:1"=4' 172ND ST NE ROW CENTERLINE STATION (TYP.) REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 16 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 LEGEND PC POINT OF CURVATURE 1" = 20 FEET Î”/4 QUARTER POINT NOTES Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION EG EXISTING GRADE ELEVATION A MATCHLINE STA 7+00 SHEET TC TOP OF CURB ELEVATION 124 FL FLOWLINE ELEVATION 124 124 FG: 125.99 FG: 125.73 125 FG: 126.05 124 MATCHLINE STA 12+00 SHEET FG: 125.86 FG: 125.42 FG: 125.00 FG: 125.92 126 FG: 125.90 FG: 125.67 FG: 124.43 FL: 125.33 FG: 124.14 124 FL: 125.45 FG: 125.34 FG: 125.41 FG: 124.55 FL: 125.58 FL: 125.52 FG: 125.15 EG: 124.36 HIGH POINT FL: 125.26 FL: 125.65 7+00 CROWN FG: 125.89 CROWN FG: 125.90 FL: 124.62 126 8+00 FL: 125.00 FL: 124.74 9+00 EG/EP: 123.72 CROWN FG: 125.99 HIGH POINT CROWN FG: 125.61 10+00 CROWN FG: 125.79 CROWN FG: 126.05 CROWN FG: 125.02 CROWN EG: 124.70 11+00 HIGH POINT CROWN FG: 125.31 125 EG: 124.28 EG: 124.16 EG: 124.08 EG: 124.05 ANGLE POINT EP: 125.48 EP: 124.04 EP: 125.28 EP: 125.05 EP: 124.76 EP: 124.47 PP-1 EP: 125.36 EP: 125.34 172ND ST NE EP: 124.15 EP: 124.10 EP: 123.98 EG/EP: 123.94 EP: 124.42 EP: 125.41 FG: 125.09 FG: 123.62 FG: 125.16 FG: 125.02 FG: 124.73 FG: 124.44 FG: 123.83 FG: 123.78 FG: 123.72 FG: 124.96 FG: 124.15 FG: 123.66 125 GRADING DAYLIGHT LINE (TYP.) FG: 124.86 124 FG: 124.09 FG: 123.43 FG: 123.36 FG: 123.28 FG: 123.20 FG: 124.68 13+00 FG: 124.80 FG: 124.71 FG: 124.40 122 122 14+00 FG: 123.78 FG: 123.28 FG: 123.21 FG: 123.13 123 123 PP-2B FG: 124.53 15+00 FG: 123.14 123 FG: 124.65 FG: 124.56 16+00 124 125 FG: 124.71 123 17+00 FG: 124.25 FG: 123.94 FG: 123.63 FG: 122.99 OUTSIDE EDGE OF SHARED USE PATH 124 FG: 123.05 125 SHARED USE PATH SHARED USE PATH 100' VC 100' VC MATCHLINE STA 7+00 SHEET 136 PVI: 122.77 PVI: 125.86 PVI STA: 16+25.00 PVI STA: 17+75.00 K: 42.00 K: 50.45 134 132 SHARED USE PATHBVCS: 15+75.00BVCE: 122.93 SHARED USE PATHEVCS: 16+75.00EVCE: 123.80 SHARED USE PATHBVCS: 17+25.00BVCE: 124.83 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 130 SHARED USE PATHGRADE BREAK STA: 13+51.07ELEV: 124.707 128 PROPOSED GRADE AT SHARED USE PATHGRADE BREAK STA: 14+65.39ELEV: 123.280 ROW CENTERLINE 126 0.47% 2.06% 1.25% 0.32% EXISTING GRADE AT SHARED USE PATHLOW PT: 15+88.49ELEV: 122.91 124 ROW CENTERLINE RIGHT TURN LANE EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH GRADE BREAK STA: 40+00.00 122 ELEV: 123.523 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 120 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG 125.79 FG 125.89 FG 125.99 FG 125.90 FG 125.61 FG 125.31 FG 125.02 FG 124.72 PP-17+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 17 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N GRAPHIC SCALE PC POINT OF CURVATURE Î”/4 QUARTER POINT NOTES 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY A PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 12+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 18+00 SHEET 12+00 13+00 14+00 EG: 123.55 15+00 40+00 EG: 123.52 16+00 EG: 123.51 17+00 EG: 123.47 GRADING DAYLIGHT LINE (TYP.) 18+00 BP: 40+00.00 123 172ND ST NE 41+00 FG: 123.36 122 124 124 123 123 125 124 PP-2 124 125 126 125 42+00 124 125 126 127 126 125 126 PI: 42+39.15 127 126 18+00 43+00 126 19+00 44+00 127 FG: 126.84 45+00 FG: 126.54 20+00 46+00PP-2C PC: 19+52.42 PC: 20+18.50 PT: 19+63.16 PT: 20+30.88 FG: 126.18 21+00 FG: 126.18 FG: 126.17 FG: 126.47 22+00 23+00 FG: 126.32 FG: 126.32 OUTSIDE EDGE OF SHARED USE PATH ON-SITE GRADING UNDER OUTSIDE EDGE OF RIGHT TURN LANE SEPARATE PERMIT RIGHT TURN LANE 100' VC PVI: 126.92 PVI STA: 45+75.00 K: 44.48 RIGHT TURN LANE 136 136 100' VC PVI: 126.65 134 134 PVI STA: 42+50.00 RIGHT TURN LANEBVCS: 45+25.00BVCE: 126.88 SHARED USE PATH K: 27.32 100' VC 132 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE PVI: 125.86 PVI STA: 17+75.00 SHARED USE PATH 130 130 K: 50.45 RIGHT TURN LANEBVCS: 42+00.00BVCE: 124.78 RIGHT TURN LANEEVCS: 43+00.00EVCE: 126.70 GRADE BREAK STA: 23+75.00 ELEV: 126.322 PROPOSED GRADE @ OUTSIDE 128 EDGE OF SHARED USE PATH 19+52.4219+63.16 20+18.5020+30.88 0.08% RIGHT TURN LANEHI PT: 45+28.61ELEV: 126.88 128 SHARED USE PATHPCELEV = 125.99SHARED USE PATHPTELEV = 126.00 SHARED USE PATHPCELEV = 126.05SHARED USE PATHPTELEV = 126.06 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 0.08% 126 40+00.00 126 3.74% RIGHT TURN LANEBPELEV = 123.52 0.37% 1.77% 124 124 EXISTING GRADE @ RIGHT TURN LANE ROW CENTERLINE 122 RIGHT TURN LANE GRADE BREAK STA: 41+77.30 EXISTING ELEVATION @ ROW CENTERLINE 122 GRADE BREAK STA: 41+27.30 ELEV = 125.97 ELEV: 123.94 ELEV: 123.05 42+39.15 120 RIGHT TURN LANEPI 120 FG 124.04 FG 124.03 FG 123.99 FG 123.96 FG 123.96 FG 123.97 FG 124.01 FG 124.08 FG 124.14 FG 124.21 FG 124.31 FG 124.41 FG 124.51 FG 124.60 FG 124.69 FG 124.78 FG 124.81 FG 124.80 FG 124.79 FG 124.74 FG 124.70 FG 124.63 FG 124.55 FG 124.47 FG 124.43 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 18 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE NOTES GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 A Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 18+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 24+00 SHEET 18+00 19+00 172ND ST NE 20+00 21+00 EG: 123.87 22+00 EG: 123.82 EG: 123.86 GRADING DAYLIGHT LINE (TYP.) 23+00 EG: 123.80 24+00 FG: 124.38 124 172ND ST NE 124 124 125 125 126 FG: 124.96 125 126 125 FG: 125.62 127 126 FG: 125.48 FG: 124.96 127 FG: 125.32 FG: 126.92 PP-2B46+00 FG: 125.78 PI: 46+54.17 FG: 125.17 FG: 125.22 FG: 125.79126 127 47+00 FG: 125.67 FG: 126.67 48+00 49+00 50+00 127 FG: 125.66 FG: 125.67 FG: 125.17 51+00 52+00 FG: 125.26 FG: 125.56 FG: 125.38 FG: 125.43 FG: 126.31 FG: 125.42 FG: 125.94 FG: 125.50 FG: 125.50 FG: 126.06 FG: 125.95 126 FG: 126.61 FG: 125.70 24+00 126 FG: 125.73 FG: 126.11 PP-2D FG: 125.73 25+00 FG: 126.46 FG: 126.46 26+00 27+00 28+00 PI: 28+64.71 29+00 FG: 125.91 126 FG: 125.91 126 FG: 125.96 FG: 125.79 FG: 125.80 126 FG: 125.79 PI: 25+64.73 FG: 125.80 ON-SITE GRADING UNDER FG: 125.70 OUTSIDE EDGE OF SHARED USE PATH 126 SEPARATE PERMIT FG: 125.73 OUTSIDE EDGE OF RIGHT TURN LANE RIGHT TURN LANE RIGHT TURN LANE 100' VC 100' VC PVI: 127.32 PVI: 127.08 PVI STA: 50+72.06 PVI STA: 47+75.00 K: 105.03 K: 55.34 136 136 SHARED USE PATH SHARED USE PATH GRADE BREAK STA: 24+41.10 GRADE BREAK STA: 25+50.00 RIGHT TURN LANEBVCS: 50+22.06BVCE: 127.28 RIGHT TURN LANEEVCS: 51+22.06EVCE: 126.88 134 ELEV: 125.700 ELEV: 126.458 134 RIGHT TURN LANEBVCS: 47+25.00BVCE: 126.14 RIGHT TURN LANEEVCS: 48+25.00EVCE: 127.12 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 132 SHARED USE PATH 130 GRADE BREAK STA: 24+72.18 130 ELEV: 125.700 25+64.73 0.08% RIGHT TURN LANEHI PT: 50+30.41ELEV: 127.28 28+64.71 128 128 SHARED USE PATHPIELEV = 126.70 RIGHT TURN LANEEVCS: 46+25.00EVCE: 125.83 46+54.17 SHARED USE PATHPIELEV = 126.47 0.08% 0.94% RIGHT TURN LANEPIELEV = 125.240.00% 0.97% 126 126 2.17% 1.89% 0.04% 124 124 RIGHT TURN LANE GRADE BREAK STA: 46+76.95 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH RIGHT TURN LANE ELEV: 125.23 EXISTING ELEVATION @ ROW CENTERLINE EXISTING GRADE @ ROW CENTERLINE 122 122 GRADE BREAK STA: 46+52.44 ELEV: 125.240 120 120 FG 124.43 FG 124.39 FG 124.36 FG 124.36 FG 124.35 FG 124.36 FG 124.37 FG 124.40 FG 124.46 FG 124.52 FG 124.57 FG 124.62 FG 124.67 FG 124.70 FG 124.72 FG 124.72 FG 124.71 FG 124.72 FG 124.76 FG 124.80 FG 124.88 FG 124.91 FG 124.84 FG 124.77 FG 124.78 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2C DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 19 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE LEGEND 0 10 20 40 PC POINT OF CURVATURE NOTES Î”/4 QUARTER POINT Î”/2 MIDPOINT 1" = 20 FEET 1. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT-OF-WAY 3Î”/4 THREE-QUARTER POINT A CENTERLINE AND DO NOT REFLECT THE PT POINT OF TANGENCY PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 24+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION GRADING DAYLIGHT LINE (TYP.) 24+00 25+00 26+00 27+00 28+00 29+00 EG: 124.73 172ND ST NE 30+00 EG: 124.71 52+00 126 53+00 PI: 54+00.51 54+00 55+00 56+00 56+51 EG: 124.96 EG: 124.93 125 EP: 56+50.74 125 125 PP-2C 126 30+00 127 31+00 125 124 126 32+00 127 126 OUTSIDE EDGE OF SHARED USE PATH PRC: 32+90.18 OUTSIDE EDGE OF RIGHT TURN LANE PC: 32+34.76 126 33+00 FG: 124.85 124 PT: 33+53.57 125 34+00 FG: 124.71 35+00 FG: 124.69 35+56 125 126 SHARED USE PATH 127 ON-SITE GRADING UNDER EP: 35+55.66 100' VC 128 SEPARATE PERMIT PVI: 127.00 PVI STA: 32+50.00 51ST AVENUE NE K: 38.80 SHARED USE PATHBVCS: 32+00.00BVCE: 126.96 SHARED USE PATHEVCS: 33+00.00EVCE: 125.75 136 136 SHARED USE PATH SHARED USE PATH 100' VC 50' VC 134 134 PVI: 124.25 PVI: 124.75 PVI STA: 33+60.00 PVI STA: 35+10.00 132 K: 35.29 K: 107.59 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 130 130 RIGHT TURN LANEGRADE BREAK STA: 54+00.51ELEV: 124.450 32+34.76 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH 32+90.18 SHARED USE PATHBVCS: 33+10.00BVCE: 125.50 SHARED USE PATHEVCS: 34+10.00EVCE: 124.42 SHARED USE PATHBVCS: 34+85.00BVCE: 124.67 SHARED USE PATHEVCS: 35+35.00EVCE: 124.72 128 0.08% SHARED USE PATHHI PT: 32+03.01ELEV: 126.96 SHARED USE PATHPCELEV = 126.83 128 SHARED USE PATHPRCELEV = 125.98 2.50% 33+53.57 35+55.66 0.87% 126 126 SHARED USE PATHPTELEV = 124.68 SHARED USE PATHHI PT: 35+20.86ELEV: 124.73 SHARED USE PATHEPELEV = 124.69 SHARED USE PATHLOW PT: 33+98.24ELEV: 124.40 0.19% 0.33% 0.13% 124 124 EXISTING GRADE @ ROW CENTERLINE RIGHT TURN LANE SHARED USE PATH GRADE BREAK STA: 56+50.74 GRADE BREAK STA: 35+55.66 122 EXISTING ELEVATION @ ROW CENTERLINE 122 ELEV: 124.933 ELEV: 124.690 120 120 FG 124.78 FG 124.80 FG 124.85 FG 124.95 FG 125.05 FG 125.14 FG 125.23 FG 125.27 FG 125.33 FG 125.36 FG 125.38 FG 125.40 FG 125.47 FG 125.50 FG 125.53 FG 125.56 FG 125.55 FG 125.53 FG 125.46 FG 125.39 FG 125.32 FG 125.32 FG 125.40 FG 125.46 FG 125.50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2D DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 20 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE LEGEND GRAPHIC SCALE PC POINT OF CURVATURE 0 10 20 40 N Î”/4 QUARTER POINT Î”/2 MIDPOINT 3+00 3Î”/4 THREE-QUARTER POINT NOTES 1" = 20 FEET PT POINT OF TANGENCY 1. FINISHED AND EXISTING GRADE PROFILE PRC POINT OF REVERSE CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY PCC POINT OF COMPOUND CURVE CENTERLINE AND DO NOT REFLECT THE FG FINISHED GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR EG EXISTING GRADE ELEVATION PROPOSED GRADES. 125 125 TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION END CURB TRANSITION PC FL: 124.74 FL: 124.63 FG: 124.82 PCC FG: 125.00 FG: 124.75 HIGH POINT EG: 124.90 FG: 124.76 FG: 125.12 BEGIN CURB TRANSITION Î”/4 EG: 124.78 FG: 124.70 FL: 124.77 FL: 124.51 3Î”/4 FG: 124.65 FG: 125.25 A EG/TC: 124.97 EG: 125.16 Î”/2 LOW POINT PCC EG/FL: 124.53 EG: 125.16 FL: 124.28 FL: 124.05 FL: 124.15 Î”/2 FG: 125.38 FL: 124.38 FG: 125.30 FG: 125.15 FG: 125.00 EG: 124.53 FG: 125.42 Î”/4 FG: 124.69 FG: 125.22 FG: 125.07 FG: 124.93 FG: 125.13 FG: 125.30 FL: 124.58 Î”/4 126 EG: 124.90 END CURB TRANSITION Î”/4 EG: 125.12 FL: 124.31 FL: 124.39 PCC FL: 124.76 EG: 125.23 3Î”/4 FL: 124.25 EG/TC: 124.88 EG: 124.89 EG: 124.76 Î”/4 Î”/2 FG: 124.58 125 FG: 125.26 FL: 124.71 Î”/2 FG: 124.63 Î”/2 EG/FL: 124.38 EG: 124.90 125 FL: 124.97FL: 124.86 3Î”/4 PCC FL: 124.47 Î”/2 PRC FL: 124.89 EG: 124.43 68+00 Î”/2 FL: 124.74 FL: 124.20 FL: 124.64 69+00 FL: 124.65 PRC FL: 124.62 PRC Î”/2 HIGH POINT EG: 124.49 FL: 125.09 70+00 FL: 124.57 FL: 125.00 PT FL: 124.64 3Î”/4 FL: 124.82 FL: 124.66 ANGLE POINT BEGIN CURB TRANSITION CROWN EG: 125.35 71+00 FL: 124.98 Î”/2 FL: 124.51 FL: 124.42 END CURB TRANSITION Î”/2 72+00 FL: 125.36 PRC PRC FL: 124.46 FL: 125.61 43RD AVENUE NE PRC 73+00 CROWN EG: 124.75 FL: 125.45 FL: 125.17 FL: 124.64 4+00 PRC FL: 125.37 FL: 125.25 PT FL: 125.11 FL: 125.09 EG: 125.77 FG: 126.10 FL: 125.24 125 FL: 124.61 PT FL: 125.34Î”/2 CROWN FG: 125.02 FL: 124.86 PC FL: 124.75 FL: 125.29 BEGIN CURB TRANSITION LOW POINT FL: 124.64 PRC 43RD AVENUE NE EG/FL: 125.63 FG: 125.94 FL: 125.28 FL: 124.52 FL: 124.88 PT FL: 125.04 EG/TC: 126.13 FL: 125.10 FL: 124.93 EG: 124.96 FL: 124.57 PRC 126 PRC Î”/2 FL: 125.14 CROWN FG: 124.86 FL: 124.78 FL: 124.66 PRC FL: 125.24 FL: 125.09 FG: 125.67 FL: 124.38 PC PRC FL: 125.01 Î”/2 EG: 126.16 FG: 125.49 FG: 125.32 FL: 124.28 LOW POINT FL: 124.79 Î”/2 Î”/2 PRC PRCFL: 125.20 FG: 125.84 FG: 125.17 FL: 125.22 EG: 124.34 FG: 124.96 FL: 124.14 FL: 124.90 Î”/2 FL: 125.21 FL: 125.14 128 PRC EP: 124.44 FG: 125.03 FG: 124.77 FL: 125.11 3Î”/4 EG: 126.23 FL: 125.21 Î”/4 EP: 124.62PT Î”/4 FG: 124.84 PC EP: 124.76 Î”/2 EP: 124.54 FL: 125.22 FG: 126.18 FG: 125.25 PC EP: 124.83 EP: 124.69 FG: 126.01 FG: 125.91 FG: 125.57 FG: 124.67 Î”/2 127 127 FL: 125.32 PT FG: 125.74 FG: 125.40 Î”/4 FL: 124.76 FL: 124.90 FG: 124.75 FL: 124.22 3Î”/4 FG: 125.14 FL: 125.01 3Î”/4 FG: 125.49 FG: 125.29 FL: 125.47 FL: 125.38 FG: 125.67 FG: 125.76 FG: 125.85 FG: 126.03 ON-SITE GRADING UNDER FG: 125.91 126 FG: 125.59 SEPARATE PERMIT FG: 125.77 PCC 172ND ST NE FG: 125.70 HIGH POINT FG: 125.88 FG: 126.38 FL: 126.00 FG: 126.52 5+00 128 128 PROPOSED GRADE AT ROW CENTERLINE 126 126 124 124 EXISTING GRADE AT ROW CENTERLINE 122 122 120 120 118 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 118 116 116 FG FG FG FG FG FG FG FG FG 125.27 FG 125.35 FG 124.79 FG 124.54 FG 124.54 FG 124.78 FG 125.27 FG 125.95 FG 127.78 FG 126.17 FG 125.54 FG 125.33 FG 125.11 FG 124.92 FG 124.76 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 43RD AVE NE PROFILE SCALE: H:1"=20', V:1"=4' 43RD AVE NE ROW CENTERLINE STATION REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 21 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 43RD AVE NE PLAN AND PROFILE 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED SDCB #14 (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER SDCB #13 73+00 BOTTOM AREA = 3,668 SF 1 N OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' SDCB #10 BOTTOM WIDTH = 10' SD-3 BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT WITH RIP RAP MAX W.S. ELEVATION = 123.25 0 20 40 80 STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. IE: 123.00 8" (SW) TOP ELEVATION = 123.75 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT BIORETENTION INLET #2 125 WITH RIP RAP 1" = 40 FEET STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE SDCB #12 43RD AVENUE NE BIORETENTION INLET #3 IE: 123.00 8" (S) CURB AND GUTTER. 125 WITH RIP RAP 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 124 IE: 123.00 8" (SW) SDCB #11 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS SDCB #2 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED BIORETENTION INLET #1 WITH RIP RAP AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT IE: 123.00 8" (S) STANDARD SPEC 9-05.24 AND AASHTO M330). 126 126 72+00 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT 126 172ND ST NE 125 OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWNMATCHLINE STA 11+00 SHEET 124 OF EXISTING OR PROPOSED GRADES. 0+00 125 124 1+00 2+00 125 3+00 SDCB #9 4+00 124 5+00 125 6+00 EX. STCB #3938 SDCB #1 128 7+00 127 8+00 9+00 126 10+00 SDCB #8 11+00 126 126 125 172ND ST NE 125 SDCB #7 71+00 124 125 SDCB #3 123 COMPOST-AMENDED VEGETATED 2 LEGEND FILTER STRIPS (CAVFS) SD-3 PROPOSED RIGHT-OF-ROW STORM SEWER PIPE SDCB #4 SDCB #5 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 70+00 SD-1B 5'x6'x1' DEEP HAND PLACED RIPRAP 125 COMPOST-AMENDED VEGETATIVE FILTER STRIP SDCB #15 (CAVFS) SDCB #16 43RD AVENUE NE BIORETENTION FACILITY 130 130 SDCB #10, TYPE 1 STA 72+39.11, 35.82' RT 62 LF 12" CPEP @ 0.24% RIM: 125.00 73 LF 12" CPEP @ 0.24% IE: 123.25 8" (NE) 80 LF 12" CPEP @ 1.00% A 45 LF EX. 12" CPEP @ 2.15% 31 LF 8" HP PIPE @ 0.82% 125 125 130 LF 8" HP PIPE @ 0.44% A 135 LF 12" CPEP @ 0.24% A 31 LF 8" HP PIPE @ 0.75% 31 LF 8" HP PIPE @ 1.04% 120 120 SDCB #7, TYPE 1 SDCB #1, TYPE 1 SDCB #4, TYPE 1 STA: 4+68.56, 61.62' RT SDCB #8, TYPE 1 STA: 2+97.25, 19.56' RT RIM: 125.32 SDCB #9, TYPE 1 STA: 8+11.41, 15.03' LT STA: 3+84.05, 111.88' RT RIM: 125.19 RIM: 124.03 IE: 123.57 8" (NE) STA: 6+36.57, 29.47' LT RIM: 125.12 IE: 121.06 12" (W) IE: 121.38 12" (N) RIM: 124.98 IE: 123.32 8" (N) IE: 123.23 8" (N) IE: 121.06 12" (NE) IE: 121.38 12" (E) IE: 121.06 12" (SE) IE: 121.38 12" (S) 115 115 EX. STCB #3938, EXISTING TYPE 1 SDCB #3, TYPE 1 ADJUST RIM TO GRADE SDCB #2, TYPE 1L STA: 3+60.66, 54.88' RT STA: 1+63.25, 33.08' RT STA: 3+31.82, 52.44' LT RIM: 124.36 RIM: 124.29 RIM: 124.49 IE: 121.23 12" (NW) IE: 120.64 12" (W) IE: 121.86 12" (SW) IE: 121.23 12" (S) IE: 120.74 12" (E) NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE 110 110 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.86FG 125.55FG 125.42FG 125.51FG 126.15FG 127.71FG 128.41FG 127.16FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.72 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 22 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE DRAINAGE PLAN AND PROFILE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND GENERAL NOTES N GRAPHIC SCALE 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED PROPOSED RIGHT-OF-ROW (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF 0 20 40 80 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STORM SEWER PIPE OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' 1" = 40 FEET CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 5'x6'x1' DEEP HAND PLACED RIPRAP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. COMPOST-AMENDED VEGETATIVE FILTER STRIP (CAVFS) 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT BIORETENTION FACILITY STANDARD SPEC 9-05.24 AND AASHTO M330). A 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT MATCHLINE STA 22+00 SEE BELOW OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN MATCHLINE STA 11+00 SHEET OF EXISTING OR PROPOSED GRADES. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 172ND ST NE 18+00 19+00 20+00 21+00 172ND ST NE 22+00 122 124 123 124 126 124 125 125 127 126 125 124 127 125 126 127 126 127 126 SD-1 PERVIOUS ASPHALT PATHWAY COMPOST-AMENDED VEGETATED PERVIOUS ASPHALT PATHWAY 2 COMPOST-AMENDED VEGETATED 2 REFER TO SHEETS XS-1 TO XS-2 FILTER STRIPS (CAVFS) REFER TO SHEETS XS-1 TO XS-2 SD-3 FILTER STRIPS (CAVFS) SD-3 MATCHLINE STA 22+00 SEE ABOVE COMPOST-AMENDED VEGETATED 2 PERVIOUS ASPHALT PATHWAY FILTER STRIPS (CAVFS) SD-3 REFER TO SHEETS XS-1 TO XS-2 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 31+00 127 126 125 125 31+10 172ND ST NE 124 125 126 127 126 124 125 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 23 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE DRAINAGE PLAN AND PROFILE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE GRAPHIC SCALE 0 20 40 80 N 1" = 40 FEET SDCB #1 3+00 SDCB #2 EX. STCB #5011 SDCB #3 SDCB #15 SDCB #11 EX. STCB #661 10 LF 12" CPEP @ 1.00% 125 SDCB #13 SDCB #16 SDCB #14 EX. STCB #9262 67+00 68+00 69+00 70+00 SDCB #4 71+00 SDCB #12 72+00 43RD AVENUE NE 73+00 74+00 7 LF 12" DI CL52 @ 0.67% 4+00 75+00 75+46 125 125 SDCB #5 128 43RD AVENUE NE 125 SDCB #6 SDCB #10 CONNECTION #1 127 CONNECT TO EXISTING PIPE 126 IE: 122.00 12" (E) BIORETENTION INLET #4 IE: 122.00 12" (W) SDCB #7 126 PROPOSED BIORETENTION CELL BOTTOM AREA = 3,668 SF 1 BOTTOM WIDTH = 10' SD-3 BOTTOM ELEVATION = 123.00 172ND ST NE 5+00 MAX W.S. ELEVATION = 123.25 126 TOP ELEVATION = 123.75 BIORETENTION INLET #3 GENERAL NOTES 130 130 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF EX. STCB #5011, EXISTING TYPE 1 51 LF 12" CPEP @ 0.50% SDCB #4, TYPE 1 SDCB #14, TYPE 1 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STA 68+60.83, 21.26' LT SDCB #5, TYPE 1 STA: 70+34, 17.40' LT STA 3+81.23, 161.22' LT OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER RIM: 125.68 RIM: 124.03 STA 70+32.17, 33.18' RT RIM: 124.37 OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' IE: 122.58 12" (N) IE IN: 121.38 (12"E) 47 LF 12" CPEP RIM: 124.11 IE: 121.77 12" (S) 74 LF EX. 12" CPEP @ 0.10% IE IN: 121.38 (12"S) @ 0.25% IE: 121.63 12" (W) IE: 121.77 12" (N) 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT IE OUT: 121.38 (12"N) STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 125 125 62 LF 12" CPEP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT 82 LF 12" CPEP @ 0.25% @ 0.24% 73 LF 12" CPEP @ 0.24% STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS A 120 16 LF 12" CPEP @ 0.50% 120 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED SDCB #11, TYPE 1 AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT SDCB #15, TYPE 1 SDCB #13, TYPE 1 45 LF EX. 12" DI @ 1.97% STA: 72+04.40, 50.77' LT STANDARD SPEC 9-05.24 AND AASHTO M330). WITH ADA GRATE PER WSDOT STA: 72+91.35, 13.19' LT RIM: 124.60 SDCB #6, TYPE 1 STANDARD PLAN B-30.15-00 IE: 122.37 12" (NE) RIM: 124.51 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT STA: 69+05.91, 27.94' RT STA: 3+72.74, 193.33' RT SDCB #3, TYPE 1 IE: 121.85 12" (S) OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN RIM: 125.04 RIM: 124.54 41 LF 12" CPEP @ 0.50% IE: 121.85 12" (N) STA: 70+91.64, 40.05' LT OF EXISTING OR PROPOSED GRADES. IE: 122.05 12" (W) IE: 121.68 12" (E) RIM: 124.36 SDCB #12, TYPE 1 61 LF 12" CPEP @ 0.50% 115 EX. STCB #661, EXISTING TYPE 1 SDCB #16, TYPE 1 IE: 121.23 12" (NW) 115 STA: 72+30.13, 18.57' LT WITH SOLID LOCKING LID EX. STCB #9262, EXISTING TYPE 1 STA: 69+05.89, 21.08' LT IE: 121.23 12" (S) RIM: 124.90 LEGEND STA: 3+82.76, 193.49' RT STA: 73+81.08, 16.66' LT RIM: 125.12 IE: 122.16 12" (SW) RIM: 124.79 RIM: 124.70 IE: 121.70 12" (N) IE: 122.16 12" (N) PROPOSED RIGHT-OF-ROW IE: 121.58 12" (N) IE: 121.70 12" (S) IE: 121.72 12" (E) IE: 121.58 12" (S) IE: 121.69 12" (S) STORM SEWER PIPE IE: 121.58 12" (W) EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 110 110 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.27FG 125.35FG 124.79FG 124.54FG 124.54FG 124.78FG 125.27FG 125.95FG 127.78FG 126.17FG 125.54FG 125.33FG 125.11FG 124.92FG 124.76 5'x6'x1' DEEP HAND PLACED RIPRAP 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 BIORETENTION FACILITY 43RD AVE NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 24 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 43RD AVE NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 4745 TRAVIS HALE DRAINAGE PLAN AND PROFILE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 0.5' MIN. SIDEWALK OR ASPHALT PAVEMENT PER PLAN TOP OF BANK FREEBOARD ELEVATION = 123.75 PONDING 1" LANDSCAPING DEPTH = 0.25' 4:1 MAX. 1 4 MAX SIDE SLOPE 4:1 BOTTOM ELEVATION = 123.00 18" MIN. BIORETENTION SOIL MEDIA (BSM) THICKNESS TO EXTEND TO THE EDGE OF BIORETENTION CELL. SEE SEE PROTECTION AND 10' BOTTOM BIORETENTION SOIL MIX NOTES. VERIFICATION NOTES WIDTH BELOW NATIVE SUBGRADE OR FREE DRAINING EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER DO NOT COMPACT NOTES: 1. SEE SHEET SD-1 FOR DIMENSIONS OF BIORETENTION CELL. 2. ABOVE THE MAXIMUM WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. PROTECTION: EXCAVATE BIORETENTION CELLS TO FINAL GRADE ONLY AFTER ALL DISTURBED AREAS IN THE UPGRADIENT PROJECT DRAINAGE AREA HAVE BEEN PERMANENTLY A STABILIZED. THE SIDEWALLS AND BOTTOM OF THE BIORETENTION CELLS EXCAVATION SHALL BE RAKED OR SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES AFTER FINAL EXCAVATION TO RESTORE INFILTRATION RATES. 0.5' DEPTH GRAVEL OR CRUSHED VERIFICATION: SURFACING LEVEL SPREADER PRIOR TO PLACEMENT OF BIORETENTION SOIL MEDIA (BSM) THE SUBGRADE SHALL BE FINISHED, SCARIFIED, AND MEET THE DESIGN INFILTRATION RATE. AT LEAST SEED, FERTILIZER AND MULCH FILTER STRIP SEED, FERTILIZER AND TWO VERIFICATION OF PERFORMANCE TESTS SHALL BE PERFORMED PRIOR TO MULCH FILTER STRIP THE RELEASE OF THE FINANCIAL GUARANTEE. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER. 6' BIORETENTION SOIL MIX NOTES: 1.75 INCHES OF COMPOST 1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE 2019 INCORPORATED INTO 6.25 INCHES OF STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, UNDER BMP T7.30. SOIL, MINIMUM 5% ORGANIC MATTER 2. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40 PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65 PERCENT), BY GRAVEL OR CRUSHED 2' SURFACING LEVEL SPREADER 1" VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS MIX. PAVEMENT SURFACE 4% 2.1. MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL MEET EDGE OF PAVEMENT THE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON BMP T7.30. 2.2. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT COMPOST. 2.3. ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT. 2.4. CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G DRY SOIL. ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: A 6' 2' Â· CEDAR GROVE COMPOSTING, WASHINGTON Â· OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE) ALTERNATIVE: LENGTH PER PLAN CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND APPROVED BY ENGINEER AND COUNTY. IF USING A CUSTOM BIORETENTION SOIL MIX, THE MEASURED (INITIAL) INFILTRATION SHALL BE LESS THAN 12 INCHES PER HOUR (ASTM D 2434) AT 85% COMPACTION (ASTM D 1557). THE DESIGN (LONG TERM) INFILTRATION RATE SHALL BE GREATER THAN 1 INCH PER HOUR. BIORETENTION CELL COMPOST-AMENDED VEGETATED FILTER STRIP 1 NOT TO SCALE 2 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-3 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 25 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM STORM DRAINAGE DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 1.50% FL: 124.80 5' 124 FG: 125.30 FG: 125.22 TC: 125.13 1.50% FG: 125.13 1.50% 125 FG: 125.57 8' DETECTABLE WARNING FG: 124.83 11' FG: 125.39 2.65% SURFACE PER WSDOT FG: 125.08 1.55% STANDARD PLAN F-45.10 1.50% 1.50% 125 125 6.98' 9.07' 124 FG: 124.95 125 5.09% TC: 124.90 125 TC: 124.91 10' FL: 124.90 FG: 125.23 FL: 124.91 10.92' 125 TC: 125.58 0.92% 125 10' TC: 125.47 EG: 125.11 EG: 125.10 FL: 125.25 FL: 125.14 5.13% 1.50% N FG: 125.17 8' 0.90% GRAPHIC SCALE 1 R1 RAMP DETAIL 1.50% STA:72+46.49, 32.55' RT SCALE: 1" = 5' STA:72+44.71, 13.76' LT 43RD AVE NE 0 5 10 A 11.93' FG: 125.64 FG: 125.05 1.05% 1" = 5 FEET 4.93' EG: 125.16 EG: 125.16 8' FG: 125.04 0.28% SAWCUT LINE DETECTABLE WARNING 1.50% SURFACE PER WSDOT 15.11' FG: 125.46 (TYP.) FL: 125.00 12' 2.73% STANDARD PLAN F-45.10 FL: 125.00 10' 8' TC: 125.00 TC: 125.00 1.50% 9.13' 0.94% 5.45% TC: 125.42 FG: 125.30 DETECTABLE WARNING FG: 125.42 FL: 125.09 1.00% SURFACE PER WSDOT DETECTABLE WARNING FL: 125.37 STANDARD PLAN F-45.10 TC: 125.15 TC: 125.26 TC: 125.54 TC: 125.20 5' FL: 124.65 FL: 124.93 SURFACE PER WSDOT FL: 124.70 STANDARD PLAN F-45.10 TC: 125.70 FL: 125.21 1.10% TC: 125.12 R2-R3-R4 RAMP DETAILS FL: 124.62 4 LEGEND TC: 125.10 43RD AVE NE SCALE: 1" = 5' FL: 124.60 FG FINISHED GRADE ELEVATION FL: 124.20 EG EXISTING GRADE ELEVATION FL: 124.53 DETECTABLE WARNING 1.50% TC: 124.53 TC TOP OF CURB ELEVATION EG/TC: 124.95 FL: 124.58 SURFACE PER WSDOT FG: 124.58 5' FL FLOWLINE ELEVATION STANDARD PLAN F-45.10 EG/FL: 124.53 FG: 124.65 TC: 124.97 STA:69+54.19, 29.80' LT FL: 124.64 TC: 125.12 SINGLE DIRECTION CURB 125 FL: 124.79 RAMP PER WSDOT FG: 124.20 STANDARD PLAN F-40.16-03 8' TC: 124.15 4.67% FL: 124.15 11.62' R12 RAMP DETAIL TC: 124.83 1.49% 2 SCALE: 1" = 5' 1.50% FL: 124.50 125 DETECTABLE WARNING FG: 124.27 SURFACE PER WSDOT 9.6' 10.1' EG: 124.70 STANDARD PLAN F-45.10 STA:69+16.26, 28.86' LT EG: 124.86 DETECTABLE WARNING 10' SINGLE DIRECTION CURB DETECTABLE WARNING EG/FL: 124.71 SURFACE PER WSDOT 1.50% RAMP PER WSDOT 10' SURFACE PER WSDOT 0.87% EG/TC: 125.20 STANDARD PLAN F-40.16-03 0.58% STANDARD PLAN F-45.10 STANDARD PLAN F-45.10 TC: 124.29 FL: 124.76 FL: 124.81 FL: 124.29 FG: 124.87 TC: 125.26 125 DETECTABLE WARNING STA:70+49.92, 19.92' LT SURFACE PER WSDOT FG: 124.22 6.10% STANDARD PLAN F-45.10 1.47% FG: 125.02 FL: 124.83 FL: 124.57 FL: 124.66 FL: 124.10 TC: 125.33 FL: 124.91 5' TC: 124.90 TC: 124.99 FG: 124.33 TC: 124.10 TC: 125.38 TC: 125.41 FG: 124.15 STA:70+41.53, 36.93' RT 1.50%FG: 124.48 FL: 124.88 8' 1.00% DETECTABLE WARNING 10' TC: 125.43 SURFACE PER WSDOT FL: 124.93 TC: 125.56 6.01% STANDARD PLAN F-45.10 FL: 125.06 5' TC: 124.19 1.00% FL: 124.19 TC: 124.38 2.59% FL: 124.05 7.40% 4.91' 10' 12' EG: 125.23 EG/FL: 125.12 EG: 124.78 EG: 124.90 1.50% EG/TC: 125.62 FG: 124.25 2.00% 43RD AVE NE FG: 124.38 FG: 125.83 FG: 125.73 3.07% 10.27' SAWCUT LINE TC: 124.52 (TYP.) FL: 124.19 FG: 124.58 EG: 125.95 EG: 125.85 1.50% 4.9' FG: 124.66 5' R19 RAMP DETAIL R9-R10-R11 RAMP DETAILS 3 SCALE: 1" = 5' 5 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 26 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. FG: 126.40 FG: 126.18 8' FG: 125.13 2.46% N FG: 124.92 12' 8' 1.50% FG: 126.11 10' FG: 125.06 8' 125 125 125 1.50% 1.50% 10' FG: 126.22 FG: 125.52 8' 1.50% 1.50% GRAPHIC SCALE FG: 126.00 2.67% FG: 125.54 FG: 125.01 TC: 126.18 0 5 10 TC: 125.09 FL: 125.85 FL: 124.59 FG: 124.80 A 8' 1.50% 1.50% 1.45% 0.75% 1" = 5 FEET 11.66' 5.53% TC: 124.97 2.91% FG: 126.21 7.45% FL: 124.64 6' 1.49% TC: 124.75 126 FG: 125.45 FG: 124.94 FL: 124.75 126 5' 2.00% FG: 125.40 STA:3+10.24, 46.51' LT TC: 125.96 9.49' 1.50% TC: 126.14 LEGEND DETECTABLE WARNING FL: 125.96 FL: 125.81 SURFACE PER WSDOT 172ND ST NE STA:5+15.55, 28.50' LT TC: 125.45 FG FINISHED GRADE ELEVATION STANDARD PLAN F-45.10 FG: 124.71 FL: 124.95 TC: 124.90 DETECTABLE WARNING TC: 125.88 EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION 172ND ST NE TC: 125.35 FL: 124.90 SURFACE PER WSDOT FL: 125.88 FL FLOWLINE ELEVATION FL: 125.02 STANDARD PLAN F-45.10 172ND ST NE R17 RAMP DETAIL R16 RAMP DETAIL R5 RAMP DETAIL 1 SCALE: 1" = 5' 2 SCALE: 1" = 5' 3 SCALE: 1" = 5' TC: 126.77 FL: 126.44 DETECTABLE WARNING FG: 125.00 172ND ST NE DETECTABLE WARNING TC: 125.48 SURFACE PER WSDOT FG: 124.43 SURFACE PER WSDOT FL: 125.16 STANDARD PLAN F-45.10 FL: 124.88 STANDARD PLAN F-45.10 FL: 124.75 TC: 125.21 FL: 125.35 5+00 TC: 125.08 TC: 125.67 FL: 124.49 TC: 124.99 TC: 125.24 FG: 125.24 8' TC: 125.11 1.50% EG: 124.94 TC: 126.66 FL: 124.61 1.50% SAWCUT LINE FL: 126.33 7.87% 1.86% 9.98' 8' (TYP.) FG: 125.09 FG: 124.55 10' 15.71' 13.31' 6.30% TC: 125.00 12.85' FL: 124.50 4' FG: 124.56 15.29' FL: 125.55 1.50% 0.77% 1.23% FL: 126.18 1.50% TC: 125.88 TC: 126.51 1.50% 10' 0.69% 5.47% 1.50% 125 5' 3.15% 1.50% FL: 126.26 TC: 124.62 11' TC: 126.59 TC: 125.03 FL: 124.62 8' FG: 125.39 FL: 124.70 1.55% FL: 125.46 DETECTABLE WARNING TC: 125.80 DETECTABLE WARNING FG: 124.63 SURFACE PER WSDOT EG: 125.10 SURFACE PER WSDOT STANDARD PLAN F-45.10 172ND ST NE MATCH EXISTING FG: 124.76 STANDARD PLAN F-45.10 6.98' 172ND ST NE 172ND ST NE CROSS SLOPE 125 R15 RAMP DETAIL R6 RAMP DETAIL R8 RAMP DETAIL R13 RAMP DETAIL 4 SCALE: 1" = 5' 5 SCALE: 1" = 5' 6 SCALE: 1" = 5' 7 SCALE: 1" = 5' FL: 125.55 FG: 125.48 172ND ST NE FL: 125.66 TC: 125.88 FL: 125.28 DETECTABLE WARNING TC: 125.99 TC: 125.61 FL: 125.12 172ND ST NE SURFACE PER WSDOT FL: 125.75 4' TC: 125.12 STA:3+08.84, 22.99' RT STANDARD PLAN F-45.10 TC: 125.75 1.50% DETECTABLE WARNING STA:5+15.05, 43.14' RT 6.76% SURFACE PER WSDOT FL: 125.85 FG: 126.04 FG: 125.42 FG: 125.66 STANDARD PLAN F-45.10 TC: 125.85 FG: 125.93 1.50% 7.43' FG: 125.17 FL: 125.93 FG: 125.79 FL: 124.98 TC: 126.26 TC: 124.98 FG: 125.94 126 FL: 124.85 FG: 125.04 TC: 125.18 3.02% TC: 125.88 1.46% 21.6' 5' FG: 126.01 FG: 126.31 1.00% FL: 125.55 1.50% 10' FG: 125.02 10' FG: 125.89 1.50% FG: 125.22 4.97% FG: 126.10 1.50% 1.50% 2.33% 1.50% 6' 1.50% 2.78% TC: 125.92 8' 5.98% 10' FL: 125.59 126 5.99% 1.50% 9.96' 8' 5' 10' 1.50% 8.16' 10' TC: 125.94 FG: 126.18 1.50% 5' 1.50% FL: 125.61 FG: 125.81 1.50% 6' FG: 125.32 1.00% FG: 126.22 FG: 126.08 8' FG: 125.17 FG: 125.30 FG: 125.94 FG: 126.19 FG: 126.11 1.43% EG: 126.24 FG: 126.04 EG: 126.16 FG: 126.46 FG: 124.89 R14 RAMP DETAIL R7 RAMP DETAIL R18 RAMP DETAIL 8 SCALE: 1" = 5' 9 SCALE: 1" = 5' 10 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 27 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 4745 TRAVIS HALE 12/17/2021 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. A 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 28 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4547 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 A 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 29 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 A REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 30 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 A REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 31 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 A 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 32 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 33 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4547 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 34 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 35 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 36 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 37 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 15 43rd Ave NE 43rd Ave NE ONLY 172nd St NE ENTRANCE ONLY AHEAD SPEED TOURIST LIMIT ENDS ACTIVITIES BIKE LANE 35 51ST AVE NE RIGHT LANE BEGIN RIGHT TURN LANE MUST TURN RIGHT YIELD TO BIKES KEEP THE 43RD AVE NE 43RD AVE NE CHANGE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-06 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 38 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI 47 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - IL-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 40 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM ILLUMINATION PLAN 4547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 8+48.5 17.0' 74+00 73+00 Â· Â· Â· Â· 72+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C T 71+00 C T C 70+00 C REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 41 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4547 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 42 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4547 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. A A REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 43 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4547 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 44 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4547 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI A SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 45 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4547 12-21-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 444746 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 474547 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2021 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 45 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 4745 12-17-2021 Phone: 425-250-0584 DUSTIN QUATTROCCHI 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Project Roxy Permit No.: PWD#2782 Review Date: 11.23.2021 Contact: Dustin Quattrocci Phone No.: 303-846-5824 Review Phase: 1â€“ RAB 172nd/43rd Report Date: Reviewing Dept.: CED Applicant: Panattoni Development DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH Provide location for center artwork. Work with city 12/17/21 Response: to install artwork. A 10â€™x10â€™ 6â€ thick concrete pad has been added to the center island for the cityâ€™s future artwork installation. 2. NEH Extend sidewalk on the north side of the east leg of 12/17/21 Response: 172nd to the outside of the roundabout The asphalt shoulder (outside of the rolled improvements 8+75 =/- (12' asphalt) curb) has been widened to 5â€™ to meet pedestrian standards to allow a pedestrian connection east of the roundabout on the north side of 172nd. 3. NEH At 43rd west side, 69+10, receiving ramp must be 12/17/21 Response: brought up to ADA standards if does not currently A new ramp has been designed to replace the meet. existing ramp. 4. NEH Show crosswalk striping across driveway. 12/17/21 Response: Crosswalk striping has been added to the Bankâ€™s driveway on 43rd Ave and to the projectâ€™s access to 172nd. 5. RRM Splitter island stamped concrete pattern shall be 12/17/21 Response: Savannah cobble stone and tinted Charcoal, per the The texture and color have been revised to City's Street Median Design guide. match city standards. 6. RRM Truck apron stamped concrete pattern shall be 12/17/21 Response: Herringbone hexagon and tinted garnet, per the The texture and color have been revised to City's Street Median Design guide. match city standards. 7. RRM Extend western median to station 0+62 to tie into the 12/17/21 Response: City's 172nd/40th Improvements project. Reference This improvement is being coordinated with City provided CAD files to ensure proposed the contractor for the cityâ€™s project. More 172nd/40th median alignment matches Roxy median information will be provided if the plans need alignment. to be revised so that each of our improvements align. Page 1 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Project Roxy Permit No.: PWD#2782 Review Date: 11.23.2021 Contact: Dustin Quattrocci Phone No.: 303-846-5824 Review Phase: 1â€“ RAB 172nd/43rd Report Date: Reviewing Dept.: CED Applicant: Panattoni Development DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 8. RRM Anticipated construction of 172nd/40th 12/17/21 Response: Improvements to begin in March of 2022. Noted. 9. RRM Sheet 19/29 - Add channelization for bicycle 12/17/21 Response: exit/ramp for west bound bike lane onto 10' sidewalk This channelization has been added to the to ensure bicycles don't enter roundabout. plans. 10. LP Resubmittal 1 â€“ Full size paper plan set 12/17/21 Response: 1 - Electronic file Noted. Page 2 of 2 ASI-027 6 1 2 A-110 A-110 Client PANATTONI F DEVELOPMENT A C MONUMENT E COMPANY, INC. O MONUMENT SIGN F SIGN 1821 Dock Street B U Suite #100 IL D 2 Tacoma, WA 98402 IN 8 G 4 MOTORCYCLE PARKING - ' T - (CONC. SURFACE) 7 O 1 P /2 R " 8 O PLAN P A-108 CHECK E A R NAV NAV NAV NAV T Y L 2 1 3 IN A-106 E A-106 A-106 VAN VAN VAN VAN ASI 1007 9' - 11" MAIN ASI PLAN Project CHECK ASI ENTRY 1007 B 1007 856' - 2 1/2" " 1 " 1 5 PROPERTY LINE TO FACE OF BUILDING - -' ASI ' 3 1 1007 1 1 SWITCHGEAR 'MSD' PROJECT ROXY 12' - 4 1/2" ASI INCOMING GAS 1007 40 TRAILER PARKING SPACES @ 12' 5002 172ND Street, NE SERVICE PRE-FABRICATED Arlington, WA 98223 PRE-ENGINEERED DROP-OFF CANOPY, SMOKERS SHELTER 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 SEE SHEET A-108 SWITCHGEAR 'MSC' PLAN TRANSFORMER 1 9 CHECK 5 B 1 9 2 459 LF x 18'-0" TALL 6 PLAN 1 CHECK SWITCHGEAR MSC A-107 SOUND BARRIER 97 2ASI-08 4 5 1 1 9 B SEE SHEET A-109 8 Mechanical/Electrical/Plumbing 1 9 6 9 2 PRE-FABRICATED 0 3 2 5 1 3 3 2 2 4 0 7 4 1 A-108 2 2 3 2 4 0 8 5 2 2 2 DROP-OFF CANOPY, 3 29 46 0 2 2 3 51 2 3 A-107 30 4 0 7 4 2 2 3 SEE SHEET A-108 31 48 0 2 5 2 SWITCHGEAR 'MSD' 3 2 49 0 2 6 2 1 5 1 3 3 5 0 0 2 7 2 3 3 51 0 4 2 8 TRANSFORMER 2 3 3 52 0 5 2 9 2 0 5 1 3 3 53 1 6 2 0 2 3 DOMESTIC WATER 3 5 1 7 4 1 2 2 3 3 5 1 8 5 2 2 9 2 41 3 3 5 1 9 6 3 2 2 SERVICE 3 4 5 1 0 7 4 2 2 3 4 5 1 8 1 8 5 4 2 2 EMERGENCY 1 3 ENTRANCE/METER 4 59 1 2 2 6 2 3 6 4 0 1 3 2 7 2 3 6 GENERATOR 4 1 2 1 8 2 3 6 4 2 1 5 2 9 2 3 Fire Alarm/Fire Protection 4 63 2 6 0 2 2 34 6 74 7 4 21 1 2 RFI TOTAL BUILDING FOOTPRINT - 638,019 SF 34 65 8 3 4 (4) 4" SERVICE 515 9 3 4 6 50 4 1 3 5 1 ENTRANCE CONDUITS 3 5 2 PROPERTY LINE PER SURVEY AND CIVIL, TYP PLAN 5 3 (DRIPLINE INLCLUDES (2) SMOKING SHELTERS & AUGER 4 5 1 3 3 5 FOR COMMUNICATIONS 4 CHECK 3 5 5 COMPACTOR 4 3 4 1 56 PARKING B 3 5 6 7 28 TRAILER MAIN ENTRY CANOPY) 3 5 3 PR-013 8 4 3 DEMARC ROOM AUGER 41 3 2 SPACES @ 12' 5 2 9 4 2 5 36 0 14 A-107 3 6 20 2 1 4 4 1 3 6 2 2 9 3 FFE=128.00 36 2 GUARDHOUSE 3 8 3 3 6 2 4 7 3 3 6 2 5 63 3 6 25 6 3 3 1 6 24 41 7 3 2 3 6 3 7 8 3 2 2 SWITCHGEAR MSA 3 2 0 13 4 1 2 0 A-107 ASI 3 2 9 22 TRAILER PARKING SPACES @ 12'22 TRAILER PARKING SPACES @ 12'2 2 Telecom/Security/Video 8 9 007 2 3 1 1 27 2 2 SWITCHGEAR 'MSA' 62 5 ASI 2 8 3 5 1 2 2 4 007 TRANSFORMER 2 2 3 1 2 A-103 7 3 1 2 2 2 2 6 3 601' - 7 1/2" 1 PROPERTY LINE TO FACE OF BUILDING 6 E 2 3 5 2 3 4 2 IN 3 3 FIRE PUMP HOUSE 2 3 2 L 2 " 3 1 2 2 Y 3 9 0 WITH WATER 2 T 3 9 1 - 3 8 STORAGE TANK A-104 1 ' R 3 7 1 6 E 3 6 1 6 3 5 2 1 6 P 6 2 3 4 1 6 BUILDING 7 2 3 O " 3 1 6 8 3 2 TO FACE OF 2 2 1 6 9 R / 3 2 1 1 7 0 1 2 64' - 1 1/2" 30 P 1 7 1 2 3 9 1 0 7 2 2 3 8 0 7 1 RFI 3 2 37 0 7 - RFI 4 2 3 515 60 7 5 ' 2 3 47' - 5" RFI 4 515 50 7 1 6 3 2 4 ASI 3 4 0 7 7 5 515 3 2 3 43 TRAILER PARKING SPACES @ 12'43 TRAILER PARKING SPACES @ 12'0 7 007 8 4 2 3 2 1 0 7 A-107 9 2 3 1 0 8 0 2 3 0 0 8 1 2 3 9 9 8 2 2 2 8 9 8 3 2 2 7 9 8 4 2 6 9 2 5 9 2 4 9 2 3 9 2 2 9 2 1 9 2 0 9 2 9 8 ASI-08 2 8 8 2 78 2 2 6 8 2 5 8 2 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 CONCRETE CONCRETE RAMP AND 6 4 5 6 PRE- 6 6 RAMP AND 1,690 LF x 16'-0" TALL 9 8 3 ENGINEERED PR SOUND BARRIER GUARDHOUSE STAIRS 152' - 2 1/2"A-107 A-107 A-107 A-107 A-107 A-107 STAIRS 3009 1 A-107 A-107 ASI A-107 SMOKERS SIM 19 TRAILER PARKING SPACES @ 12'SEE SHEET A-109 G 1007 SHELTER Â© MACKENZIE IN A-104 2021 ALL RIGHTS RESERVED D 964 864 764 64 564 464 364 264 164 064 954 854 754 654 54 454 354 254 154 054 94 84 74 64 54 4 34 24 14 04 934 834 734 634 534 434 34 234 13 4034 924 824 724 624 524 424 324 24 124 024 914 814 714 614 514 414 314 214 14 014 904 804 70 4604 504 404 304 204 104 04 93 893 793 693 593 493 393 293 193 093 983 83 783 683 583 483 383 283 183 08 3973 873 73 673 573 473 373 273 173 073 963 THESE DRAWINGS ARE THE PROPERTY OF IL EVEV EV EV EV EV EV EV EV EV EV U MACKENZIE AND ARE NOT TO BE USED 1 ASI B OR REPRODUCED IN ANY MANNER, F A-102 1007 101 TRAILER PARKING SPACES @ 12' WITHOUT PRIOR WRITTEN PERMISSION O NOTE: PROPERTY LINE TO FACE E " C OF BUILDING DIMENSIONS ARE 9 A FOR CODE ANALYSIS ONLY, -' F 5 O REVISION SCHEDULE COORD WITH CIVIL AND SURVEY 43 T PR-013 AS REQD. E 17' - 7" EV CHARGER 5 Delta Issued As Issue Date IN CABINETS & PLAN L CHECK A PLAN CHECK 3/15/21 Y ASI TRANSFORMER - B T 1007 SEE ELECTRICAL 1 ASI-007 3/15/21 R E 2 ASI-008 3/16/21 P FIRE PUMP HOUSE O 139' - 11 1/2" WITH WATER B PLAN CHECK 4/14/21 R P STORAGE TANK 3 PR-009 5/21/21 4 RFI 515 8/13/21 5 PR-013 8/30/21 6 ASI 028 12/22/21 SHEET TITLE: SITE PLAN 1 OVERALL SITE PLAN A-101 1" = 80'-0" DRAWN BY: Author CHECKED BY: Checker SHEET A-101 JOB NO. 2200174.00 ISSUED FOR PERMIT 11/23/2020 12/20/2021 10:43:48 AM 1" = 80'-0" GC TO COORDINATE ANY ADJACENT LIGHT POLE / SIGNAGE FOOTINGS WITH 5'-0" CLEAR MIN PROVIDED DIMENSION. IF PILASTER FOOTING CAUSES CONFLICT WITH LIGHT POLE OR SIGNAGE NOTIFY DESIGN 5' - 0" CLR 5' - 0" CLR TEAM FOR ANY REQUIRED WALL ADJUSTMENTS. 623' - 11 5/8" MIN MIN 5' - 0" CLR MIN 126' - 0" 126' - 0" 126' - 0" 126' - 0" 245' - 11 5/8" TYP 126' - 0" 4 TYP 20 A-110 4'-0" FOOTING A-110 4'-0" FOOTING 4'-0" FOOTING EJ EJ EJ EJ EJ EJ EJ 36' - 0 3/8" 40' - 0 3/8" 36' - 0 3/8" 36' - 0 3/8" 40' - 0 3/8" 36' - 0 3/8" 3 TYP, UNO TYP, UNO SITE WALL AND PILASTER FOOTING SHOWN DASHED, TYP A-110 4'-0" FOOTING 34' - 0" 34' - 0" F/O CONC F/O CONC Client 1 ENLARGED SITE WALL PLAN - WEST A-110 1" = 30'-0" PANATTONI DEVELOPMENT 126' - 0" 126' - 0" 126' - 0" 126' - 0" 122' - 8" 106' - 0" COMPANY, INC. 1821 Dock Street Suite #100 5' - 0" CLR Tacoma, WA 98402 MIN 816' - 7 5/8" TYP TYP 4 20 4'-0" FOOTING A-110 A-110 4'-0" FOOTING EJ EJ EJ EJ EJ EJ 11' - 4" 4'-0" FOOTING EJ 36' - 0 3/8" 40' - 0 3/8" 33' - 4 3/8" 32' - 0 3/8" 33' - 4 3/8" TYP, UNO 38' - 8 3/8" 38' - 8 3/8" 38' - 8 3/8" 34' - 0" 123' - 11 5/8" F/O CONC Project PROJECT ROXY 5002 172ND Street, NE Arlington, WA 98223 2 ENLARGED SITE WALL PLAN - EAST A-110 1" = 30'-0" 2' - 5 5/8" +- GC TO COORD W/ SUPPLIER Mechanical/Electrical/Plumbing SLOPED TOP CAP @ PILASTER BEYOND, TYP. (INTEGRAL EQ EQ - LINE OF FOOTING BELOW 8" CMU PILASTER w/ (4) #4 VERT, + COLOR) SEE REF PHOTO " #4 TIES @ 24" OC. ALT HOOKS 3 END BAYS: #5 @ 16" VERT w/ #5 @ 48" HORIZ ON TIES CONTROL JOINT, TYP, OTHER LOCATIONS: #4 @ 16" VERT w/ #5 @ 48" HORIZ EQ 1' - 11 5/8" EQ CENTERED, SEE PLANS TOP CAP 1' - 11 5/8" FOR EXPANSION JOINT 20 LOCATIONS A-110 Fire Alarm/Fire Protection 3 5/8" 2 5/8" 9 5/8" WALL TOP CAP 17 PROVIDE STD HOOK FOR A-110 HORIZ BAR AT END OF WALL CONTROL JOINT EA SIDE OF PILASTER PER 17/A-110 FINISH GRADE Telecom/Security/Video " /8 SPLIT FACE PILASTER 5 BEYOND SHOWN FOR REF. 1 1 (RUNNING BOND PATTERN) - ' 1 3 TYPICAL ELEVATION A-110 1/4" = 1'-0" 8x8x16 NOMINAL STANDARD CMU, (RUNNING BOND PATTERN) SEE ELEVATION FOR REINF 6' - 8 5/16" NOTE: GC TO COORDINATE WITH LOCAL CMU SUPPLIER TO SOURCE PILASTER TOP CAP AS SHOWN IN ABOVE REF PHOTO. 6' - 0 5/16" 5' - 0" MIN ABOVE GRADE 4 PILASTER DETAIL 5 PILASTER TOP CAP REF PHOTO #4 DOWEL x 10" Â© MACKENZIE 1 1/2" = 1'-0" ALIGN w/ VERT REINF. 2021 ALL RIGHTS RESERVED A-110 A-110 1" = 1'-0" ALTERNATE HOOK DIRECTIONS THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION H T G REVISION SCHEDULE N E MASONRY L Delta Issued As Issue Date E 1 ASI 028 12/22/21 IC 1. MASONRY UNITS SHALL BE GRADE 'N' HOLLOW CONCRETE UNITS CONFORMING TO THE REQUIREMENTS L P OF ASTM C90. S 2. ALL MASONRY ASSEMBLIES SHALL DEVELOP A MINIMUM 28-DAY COMPRESSIVE STRENGTH F'm AS IN FOLLOWS: M" X 0'- A IN SITE WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500 PSI 2 M" " M 3. MASONRY UNITS SHALL HAVE THE STRENGTHS SPECIFIED IN IBC TABLE 2105.2.2.1.1 & .2, & SHALL NOT BE 0 6 - '- INSTALLED PRIOR TO ATTAINING THE REQUIRED 28-DAY STRENGTH. ' 0 1 4. WALL THICKNESS SHALL BE AS SHOWN ON PLANS. (2) 1/2" Ã˜ x 4'-0" SMOOTH BACKER ROD & SEALANT 5. JUSTIFICATION FOR ASSEMBLY STRENGTH SHALL BE EITHER BY UNIT STRENGTH METHOD OR PRISM BARS AT EA BOND BM. EJ PER ARCH TEST METHOD AS DESCRIBED IN ACI-530. CAP ENDS TO ALLOW 1" 6. MORTAR FOR REINFORCED MASONRY SHALL CONFORM ASTM C270. CONTINUOUS HORIZ BOND MOVEMENT 7. MORTAR SHALL BE TYPE S. BM. HORIZ. REINF. PER #4@12" OC EA 8. MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIONED BY ACCURATE MEASUREMENT ELEVATION WIRE TIE BARS & GREASE WAY TOP AND SHEET TITLE: ON ONE SIDE OF JOINT " BOT ACCORDING TO IBC TABLE NO. 2103.8. 0- SITE WALL BACKER ROD & SEALANT ' 9. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. 1 EA SIDE PER ARCH 10. AGGREGATE FOR MASONRY MORTAR SHALL CONFORM TO ASTM C144. PLAN AND 11. GROUT AND SELF-CONSOLIDATING GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476, R L DETAILS WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH, DETERMINED IN ACCORDANCE WITH ASTM C1019, C " OF F'm OR 2000 PSI WHICHEVER IS GREATER. 3 1 1/2" CLR 12. AGGREGATE FOR GROUT FOR MASONRY SHALL CONFORM TO ASTM C404. 13. CONSTRUCTION REQUIREMENTS AND QUALITY CONTROL FOR MASONRY SHALL COMPLY WITH IBC 3' - 0" , 4'-0" WIDE @ END BAYS SECTIONS 2104 AND 2105. EXPANSION JOINT STRIP 14. ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING TO ALL PROVISIONS OF THE PER ARCH STOP HORIZ BOND BASIS OF DESIGN INFORMATION (BASED ON BASALITE): CONCRETE REINFORCING SECTION. BM STEEL AT JOINT 15. PROVIDE HORIZONTAL BOND BEAMS AT 4'-0" O.C. WITH (2) #4 CONTINUOUS & (1) #4 AT 2'-8" O.C. VERT. (2) #4 VERT BARS ON EA MANUFACTURER: BASALITE, MUTUAL MATERIALS OR SIMILAR MANUFACTURER AND SOLID GROUT, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SIDE OF JOINT, PROVIDE (2) #4 VERT BARS ON WALL TYPE & COLOR: NATURAL PRECISION 16. REINFORCEMENT PLACED IN BOND BEAMS SHALL BE LAPPED A MINIMUM OF (40) BAR DIAMETERS AT DOWELS AT FTG TO EA SIDE OF JOINT WALL MORTAR COLOR: NATURAL MATCH VERT REINF PILASTER TYPE &COLOR: CHARCOAL SPLICES. PROVIDE CORNER BARS OF EQUIVALENT SIZE LAPPED (36) BAR DIAMETERS AT CORNERS AND PILASTER MORTAR COLOR: CHARCOAL INTERSECTIONS OF WALLS, UNLESS NOTED OTHERWISE ON DRAWINGS. TOP CAP WALL PROFILE: PEAK CAP 10x4x16 TOP CAP WALL COLOR: CHARCOAL 17. EXCEPT AS OTHERWISE SHOWN, REINFORCE AROUND ALL OPENINGS WITH: USE ONLY STRETCHER NOTE: PILASTER TOP CAP PROFILE: CAP 30x3x30 TOP CAP WALL COLOR: CHARCOAL SPACE EXPANSION JOINTS AT MAX DRAWN BY: AAW, CMV MAT (2) #5 x OPENING WIDTH PLUS 4'-0" AT ABOVE AND BELOW OPENINGS NOTE: BLOCKS AT CONTROL PROVIDE MANUFACTURERS RECOMMEDED SANDED JOINT SEALANT TO MATCH GROUT COLOR AT ALL (1) #5 x OPENING HEIGHT PLUS 4'-0" AT EACH JAMB SEE MASONRY GENERAL JOINTS AND ENSURE 126'-0" O.C. UNO SEE ENLARGED CONTROL / EXPANSION JOINTS. NOTE 20 ON SHEET A-110 GROUT FILLS HEAD SITE WALL PLAN FOR LOCATIONS CHECKED BY: CMV,ACG 18. IN CONCRETE ELEMENTS SUPPORTING MASONRY WALLS, EMBED DOWELS TO MATCH SIZE AND FOR JOINT LOCATION JOINT NOTE: GC TO COORDINATE BOTTOM OF FOOTING LOCATION WITH CIVIL DRAWINGS AND ADJACENT LOCATION OF VERTICAL MASONRY REINFORCEMENT. LAP DOWELS AND VERTICAL REINFORCEMENT (48) BIORENTION CELL DETAILS BAR DIAMETERS. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING. SHEET 19. PROTECT ALL MASONRY UNITS, STORED AND ERECTED AT JOB SITE, FROM THE ELEMENTS. PROPOSED COLORS ARE BASED ON STANDARD GREY AND CHARCOAL COLORS LISTED ON BASALITE 20. PROVIDE CONTROL JOINTS PER ARCH, OTHERWISE PLACE JOINTS AT 20'-0" O.C. MAX. SEE DETAIL WEBSITE. GC TO PROVIDE AVAILABILITY INFORMATION AND SAMPLES FOR FINAL SELECTION. THIS SHOULD 17/A-110 FOR JOINT DETAIL. IDEALLY BE COORDINATED WITH AN ONSITE VISIT FROM THE DESIGN TEAM IF POSSIBLE. A-110 16 MASONRY STRUCT NOTES 17 WALL CONTROL JOINT 18 WALL EXPANSION JOINT 20 CMU SITE WALL SECTION ASI-028 A-110 12" = 1'-0" A-110 1" = 1'-0" A-110 1" = 1'-0" A-110 1 1/2" = 1'-0" 1 JOB NO. 2200174.00 ISSUED FOR PERMIT 11/23/2020 12/20/2021 1:28:28 PM As indicated SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PAVING LEGEND N SAWCUT LINE SEE RM-1 GRAPHIC SCALE 0.15' GRIND AND INLAY SEE XS-1 0 20 40 80 HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 1" = 40 FEET PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 74+00 PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 43RD AVENUE NE CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 PAVING NOTES CURB 1 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER (RC&G) WSDOT STD. PLAN F-10.18 3' SMOOTH CURB 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. TRANSITION CURB 2 ROUNDABOUT CEMENT 172ND HOLDINGS LLC 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL CONCRETE CURB AND GUTTER WSDOT STD. PLAN F-10.18 31052100304800 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM L35 CAPABLE OF PERFORMING SUCH WORK. ROUNDABOUT CENTRAL ISLAND CORP OF PRESIDING L38 BISHOP OF LDS B 73+00 CEMENT CONCRETE CURB WSDOT STD. PLAN F-10.18 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL 31052100304300 XS-1 PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE *ROUNDABOUT SPLITTER ISLAND L39 C41 LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' NOSING CURB WSDOT STD. PLAN F-10.18 C26 CRUSHED SURFACING BASE COURSE (CSBC). 4 L37 L33 **DETECTABLE WARNING SURFACE WSDOT STD. PLAN F-45.10 ADA-1 C35 4 3' SMOOTH CURB TRANSITION 2 L32 ADA-1 *CONTRACTOR SHALL MODIFY ROUNDABOUT SPLITTER ISLAND NOSING CURB HEIGHT TO MATCH MATCHLINE STA 11+00 SHEET ADA-2 BIORETENTION CELL SPLITTER ISLAND HEIGHT 172ND HOLDINGS LLC C39 C F REFER TO SHEETS 31052100304800 1 C25 XS-2 XS-1 SD-1 TO SD-3 ADA-2 A C38 XS-1 C42 C37 C36 G XS-2 3 4 WSDOT ROW L30 ADA-2 ADA-1 L41 72+00 PRECAST DUAL FACED SLOPED B WSDOT ROW MOUNTABLE CURB PER WSDOT C43 4 C47 STANDARD PLAN F-10.64-03 ADA-2 C2 0+00 L1 L43 C24 6 1+00 C1 C23 2+00 ADA-2 C45 5+00 TYPE 2 MAINTENANCE PULLOUT C5 C3 4+00 5 PROVIDE SMOOTH TRANSITION C6 C34 ADA-2 6+00 L27 3+00 BETWEEN NEW CURB AND C4 C48 C32 7+00 L44 C33 L36 8+00 L25 EXISTING CURB 3' SMOOTH CURB TRANSITION C7 C29 C31 L26 9+00 L8 C27 10+00 C28 11+00 L10 172ND ST NE C44 WSDOT ROW C22 L23 L24 C21 BP: 11+25.23 EDGE OF PAVEMENT LINE TABLE C8 11+25 WSDOT ROW 7 1 8 71+00 5 L21 CAVFS ADA-2 ADA-1 ADA-2 ADA-1 PI: 11+87.10 REFER TO SHEETS Line # Length Direction L15 C15 12+00 SD-1 TO SD-3 WAL-MART STORES INC C13 13+00 31052800207000L1 42.45 S87Â° 34' 25.17"EHERITAGE BANK 14+00 31052800207000 172ND ST NE STA: 4+00 = C9 15+00 C20 16+00 L8 75.97 N82Â° 05' 07.75"E 43RD AVE NE STA: 71+46.00 C16 PV-1B L10 13.12 S54Â° 22' 21.86"E C12 9 ADA-2 L15 15.69 S83Â° 11' 56.36"E 5 AMAZON.COM SERVICES LLC L16 84.72 S4Â° 52' 40.25"W ADA-1 31052800100500 5 L17 3.11 N16Â° 54' 10.65"E C10 ADA-1 L16 L18 185.79 N3Â° 06' 04.21"E D 70+00 EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE XS-2 L21 7.43 N78Â° 11' 30.45"E Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length HERITAGE BANK 3' SMOOTH CURB TRANSITION C19 L23 140.27 S89Â° 28' 06.31"E 31052800207000 C1 133.37 514.22 14.86 N84Â° 18' 59"E 133.00 C18 13.98 4.76 168.35 N84Â° 04' 38"W 9.46 C34 1.90 1.00 109.02 S62Â° 54' 27"W 1.63 L24 226.91 N89Â° 14' 44.19"E C2 6.44 3.25 113.49 S41Â° 37' 25"E 5.44 C19 60.86 1584.88 2.20 N7Â° 16' 43"E 60.85 C35 46.79 151.00 17.75 S20Â° 32' 02"E 46.60 C11 C18 L25 15.58 N82Â° 51' 07.10"W 2 C3 21.49 74.32 16.57 S9Â° 25' 12"W 21.41 C20 112.80 90.00 71.81 N39Â° 00' 27"E 105.56 C36 6.69 3.00 127.84 S34Â° 30' 37"W 5.39 ADA-1 L26 5.50 S7Â° 08' 52.90"W C4 2.03 1.00 116.10 S59Â° 11' 20"W 1.70 C21 52.21 389.00 7.69 N78Â° 45' 32"E 52.17 C37 20.99 88.85 13.54 S87Â° 13' 47"W 20.94 L27 225.43 N82Â° 51' 07.10"W C5 72.72 113.50 36.71 N81Â° 06' 48"W 71.48 C22 54.34 385.00 8.09 N86Â° 38' 53"E 54.30 C38 2.15 1.00 123.32 N37Â° 52' 42"W 1.76 L18 L30 32.07 N45Â° 27' 02.62"W C6 103.59 499.00 11.89 S86Â° 28' 45"W 103.40 C23 82.13 322.00 14.61 S89Â° 50' 40"W 81.90 C39 34.48 81.00 24.39 N11Â° 35' 19"E 34.22 L32 14.56 N61Â° 16' 55.50"E 3 69+00 C7 67.61 87.51 44.27 S76Â° 30' 28"E 65.94 C24 81.70 90.00 52.01 N71Â° 27' 23"W 78.92 C41 2.95 1.00 168.95 N83Â° 52' 10"E 1.99 ADA-1 L33 12.41 N89Â° 59' 29.05"W C8 45.98 107.81 24.43 S41Â° 16' 54"E 45.63 C25 45.06 120.00 21.51 N34Â° 41' 39"W 44.79 C42 73.28 55.00 76.34 S36Â° 45' 40"W 67.98 L35 25.46 N3Â° 00' 00.00"W C9 19.73 50.00 22.61 S17Â° 45' 37"E 19.60 C26 36.50 116.95 17.88 N11Â° 56' 27"W 36.36 C43 88.10 323.00 15.63 S83Â° 24' 11"W 87.83 E L36 75.94 S89Â° 37' 43.22"E XS-2 C10 85.16 368.54 13.24 S0Â° 09' 50"W 84.98 C27 25.91 71.93 20.64 S18Â° 43' 05"W 25.77 C44 128.63 56.47 130.51 N72Â° 32' 42"E 102.57 L37 13.98 N0Â° 36' 15.98"W C11 24.33 20.00 69.70 S41Â° 38' 04"W 22.86 C28 2.32 1.00 132.79 S37Â° 21' 26"E 1.83 C45 4.60 5.00 52.67 N19Â° 02' 34"W 4.44 L38 13.47 S12Â° 32' 03.60"E 43RD AVENUE NE 10 C12 48.55 115.26 24.14 N3Â° 15' 18"W 48.20 C29 104.18 413.00 14.45 N83Â° 28' 25"E 103.91 C47 121.81 53.58 130.26 S66Â° 08' 46"W 97.22 ADA-2 L39 34.41 S1Â° 24' 26.19"E WAL-MART STORES INC L17 C13 5.61 3.00 107.23 N43Â° 11' 11"E 4.83 C31 8.85 3.00 169.02 N5Â° 51' 49"E 5.97 C48 3.77 5.00 43.22 S20Â° 35' 38"E 3.68 L41 49.59 S74Â° 57' 15.73"W 00930300000301 3' SMOOTH CURB TRANSITION C15 1.95 1.00 111.54 S27Â° 25' 42"E 1.65 C32 114.28 299.00 21.90 N89Â° 35' 37"W 113.58 L43 22.86 N45Â° 22' 37.48"W C16 26.64 71.00 21.50 S17Â° 35' 38"W 26.48 C33 59.30 89.51 37.96 N81Â° 33' 45"W 58.22 68+00 L44 11.14 S42Â° 12' 05.69"E REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 13 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 TRAVIS HALE 01/25/2022 January 26, 2022 Launa Peterson, Permit Technician II City of Arlington 18204 59th Avenue NE Arlington, WA 98223 Civil Engineers Project: Panattoni Arlington, AHBL No. 2200283.10 Subject: Response to RAB Comments dated January 20, 2022 Structural Engineers Dear Launa Peterson: Landscape Architects This letter is in response to the RAB comments received in an email dated January 20, 2022, regarding the above referenced project. The comments are included below (verbatim) for your reference. Our responses are shown in bold after each comment. Community Planners 1. Center island is listed as spalls, no spalls will be allowed or other loose rock, must be Land Surveyors hard surfacing or landscaping. Response: The loose rock surfacing will be removed. Landscaping will be Neighbors provided once we receive direction on the proposed plantings and layout. Refer to separate email chain. 2. Plans currently do not show the center island connecting fully with 172nd, nor any direction to make that connection appropriately. You will need to extend to meet the work done by the City's contractor. You need to put a contingency in if your work goes down first, because it canâ€™t' just be an open space between the 2 curbs. Show the south curb extending to the west to meet the City's work, then show a curb connecting those two in the same location the City shows it. If your work goes down first, that will provide a safe transition. Response: A note and curb have been added to Sheet PV-1 to address this condition. 3. It would appear the splitter islands still lack landscaping. Response: For the end of the splitter islands, we are not proposing any landscaping because the Median Design Guidelines prohibit landscaping within 10 feet of the end of the medians: â€œNo plant material within 10 feet of the end of street median island.â€ 4. Need the landscaping plan for the splitter island. Response: For the end of the splitter islands, we are not proposing any T A C O M A landscaping because the Median Design Guidelines prohibit landscaping within 10 feet of the end of the medians: â€œNo plant material within 10 feet of the end of 2215 North 30th Street street median island.â€ Suite 300 Tacoma, WA 98403-3350 253.383.2422 TEL www.ahbl.com Launa Peterson, Permit Technician II January 26, 2022 2200283.10 Page 2 of 2 5. At 46+75 provide temp curbing to prevent vehicles from using the shoulder in the interim condition. Response: A removable barrier has been added to Sheet PV-1B to prevent access to the widened shoulder, and still allow maintenance access. If you have any questions, please call me at (253) 383-2422. Sincerely, Bart Brynestad, PE Project Manager BB/lsk Q:\2020\2200283\WORDPROC\Letters\20220126 Ltr (Resp-Arlington-RAB) 2200283.10.docx Storm Drainage Report PREPARED FOR: Panattoni Development Company, Inc. 1821 Dock Street, Suite 100 Tacoma, WA 98402 Contact: Len Psyk PROJECT: Project Roxy Roundabout 4620 172nd Street NE Arlington, WA 98223 2200283.10 PREPARED BY: Tyler Watkins, PE Project Engineer REVIEWED BY: Bart Brynestad, PE Project Manager J. Matthew Weber, PE Principal DATE August 2021 Revised December 2021 Revised January 2022 Civil Engineers â— Structural Engineers â— Landscape Architects â— Community Planners â— Land Surveyors Storm Drainage Report PREPARED FOR: Panattoni Development Company, Inc. 1821 Dock Street, Suite 100 Tacoma, WA 98402 Contact: Len Psyk PROJECT: Project Roxy Roundabout 4620 172nd Street NE Arlington, WA 98223 2200283.10 PREPARED BY: Tyler Watkins, PE Project Engineer REVIEWED BY: 01/20/2022 Bart Brynestad, PE Project Manager I hereby state that this Storm Drainage Report for the Project Roxy Roundabout J. Matthew Weber, PE has been prepared by me or under my Principal supervision and meets the standard of care and expertise that is usual and customary in this community for DATE professional engineers. I understand that the City of Arlington does not and will not August 2021 assume liability for the sufficiency, suitability, or performances of drainage Revised December 2021 facilities prepared by me. Revised January 2022 Table of Contents Section Page 1.0 Project Overview ............................................................................................................................ 1 1.1 Existing Conditions.............................................................................................................. 1 1.2 Proposed Conditions ........................................................................................................... 1 2.0 Minimum Requirements ................................................................................................................. 2 2.1 Threshold Discharge Area #1 (Southwest TDA) ................................................................. 2 2.2 Threshold Discharge Area #2 (Northwest TDA) ................................................................. 4 2.3 Threshold Discharge Area #3 (Northeast TDA) .................................................................. 6 2.4 Threshold Discharge Area #4 (Southeast TDA) ................................................................. 8 2.5 Threshold Discharge Area #5 (172nd Street NE) ................................................................ 9 3.0 Offsite Analysis ............................................................................................................................ 11 4.0 Permanent Stormwater Control Plan ......................................................................................... 11 4.1 Existing Site Hydrology ..................................................................................................... 11 4.2 Developed Site Hydrology ................................................................................................ 12 4.3 Flow Control System ......................................................................................................... 13 4.4 Water Quality System ....................................................................................................... 14 5.0 Construction Stormwater Pollution Prevention Plan ............................................................... 14 6.0 Wells and Septic Systems ........................................................................................................... 14 7.0 Fuel Tanks .................................................................................................................................... 14 8.0 Conclusion .................................................................................................................................... 14 Storm Drainage Report Project Roxy Roundabout 2200283.10 Appendices Appendix A Exhibits A-1 ............. Vicinity Map A-2 ............. Existing Conditions Map A-3 ............. Developed Conditions Map A-4 ............. FEMA Flood Map Appendix B Stormwater Calculations B-1 ............. TDA Map B-1A .......... New PGIS Map B-2 ............. Basin Map (172nd Street NE) B-3 ............. Redevelopment Flow Chart B-4 ............. WWHM Report (Roundabout) B-5 ............. WWHM Report (172nd Street NE) Appendix C Geotechnical Engineering Report Terra Associates, Inc. November 23, 2020 Appendix D Wetland and Fish and Wildlife Habitat Assessment Report Soundview Consultants September 2020 Storm Drainage Report Project Roxy Roundabout 2200283.10 1.0 Project Overview Project Roxy Roundabout proposes to redevelop the intersection of 172nd Street NE and 43rd Avenue located in Arlington, Washington. Refer to Appendix A-1 for a Vicinity Map. This report demonstrates that the stormwater design for this project meets or exceeds the minimum requirements of the Department of Ecology 2019 Stormwater Management Manual for Western Washington (SWMMWW). This report provides a site description and drainage analysis for the proposed stormwater management facilities. 1.1 Existing Conditions The existing site is comprised of the intersection with 172nd Street NE and 43rd Avenue NE, as well as the south half of the 172nd right-of-way extending approximately 2,500 feet to the east of the intersection with 43rd Avenue NE. The eastern leg of 172nd Street NE is a four-lane roadway with two travel lanes, a travel and right-turn lane, and a left-turn lane. The western leg of 172nd Street NE is a five-lane roadway with three travel lanes, a right-turn lane, a left-turn lane, and a bicycle lane. The southern leg of 43rd Avenue NE is a four-lane roadway with one travel lane, two left-turn lanes, and a travel and right-turn lane. The northern leg of 43rd Avenue NE is a three-lane roadway with two travel lanes and one right-turn lane. There is a gravel shoulder on the northbound portion of 43rd Avenue NE. The southern half of the eastern portion of 172nd Street NE has a single travel lane with an asphalt shoulder. Refer to Appendix A-2 for the Existing Conditions Map. 1.1.1 Critical Areas To our knowledge, no wells, septic systems, or fuel tanks are located onsite. Any existing wells, septic systems, or fuel tanks on the site will be decommissioned according to Snohomish Health District and Department of Ecology requirements. The project site is mapped as Zone X, or an area of minimal flood hazard. Refer to Appendix A-4 for the FEMA Flood Insurance Rate Map. 1.1.2 Site Soils A Geotechnical Report was prepared by Terra Associates, Inc., dated November 23, 2020. The report states that site soils consist largely of glacial recessional outwash deposits consisting of medium dense, fine- to course-grained sand and sand with silt. Infiltration is feasible for the project. The Geotechnical Report recommends using a long-term design infiltration rate of 2 inches per hour in infiltration facilities. Per recommendation from the geotechnical engineer, the groundwater elevation in the vicinity of the roundabout is 120.5. Refer to Appendix C for the full Geotechnical Report. 1.2 Proposed Conditions The project proposes to construct a multi-lane roundabout at the intersection of 172nd Street NE and 43rd Avenue NE. Proposed improvements along the southern portion of 172nd Street NE include a shared used path, right turn lane designed to match future WSDOT improvements, and a temporary driveway. Stormwater runoff will be managed using existing facilities, the proposed bioretention facility, compost-amended vegetated filter strips (CAVFS), and the proposed permeable pavement. Refer to Appendix A-3 for the Developed Conditions Map. Storm Drainage Report Project Roxy Roundabout 1 2200283.10 2.0 Minimum Requirements The project is a road related redevelopment project that adds more than 5,000 square feet of new hard surfaces. However, the new hard surfaces add less than 50% area to the existing hard surfaces within the site. Therefore, all minimum requirements apply to the new hard surfaces and the converted vegetation areas within the site, but not the replaced hard surfaces per Section I-3.3 of the SWMMWW. Refer to Appendix B-3 for the Redevelopment Flow Chart for the project. There are five separate Threshold Discharge Areas (TDAs) within the project limits. Below is a discussion of the minimum requirements along with a description of how each applicable minimum requirement is met. 2.1 Threshold Discharge Area #1 (Southwest TDA) TDA #1, also referred to as the Southwest TDA, includes the western half of the roundabout, the southern leg of 43rd Avenue NE, and the western leg of 172nd Street NE. Runoff from TDA #1 discharges into an existing infiltration facility located approximately 500 feet west of the 172nd Avenue NE and 43rd Street NE intersection. 2.1.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. 2.1.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.1.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control Best Management Practices (BMPs). Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. Storm Drainage Report Project Roxy Roundabout 2 2200283.10 â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). â€¢ Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. 2.1.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #1 currently consists of two sub-basins: 43rd Avenue NE and 172nd Street NE. The runoff from 43rd Avenue NE and 172nd Street NE is captured by a series of catch basins and conveyed to a nearby existing storm facility for treatment and flow control. The project proposes to convey all stormwater from TDA #1 to the existing storm facility located 500 feet west of the intersection of 172nd Street NE and 43rd Avenue NE, which preserves the natural drainage system and outfalls. 2.1.5 MR 5: Onsite Stormwater Management We have selected the list approach to demonstrate compliance with MR 5. We have reviewed List 2 and determined the following onsite stormwater management BMPs to be infeasible: BMP T5.13: Post-Construction Soil Quality and Depth â€“ This will be implemented for all disturbed lawn and landscape areas. BMP T5.30: Full Dispersion â€“ Full dispersion is not feasible for this TDA because there is not enough right-of-way to properly disperse the stormwater. BMP T5.10A: Downspout Full Infiltration â€“ Downspouts are not applicable for this project. BMP T7.30: Bioretention â€“ Bioretention is not feasible for this TDA because there is not enough area within the right-of-way for a bioretention facility. BMP T5.10B: Downspout Dispersion System â€“ Downspouts are not applicable for this project. BMP T5.10C: Perforated Stub-Out Connections â€“ Perforated stub-out-connections are not applicable for this project. BMP T5.15: Permeable Pavements â€“ Permeable pavements are not feasible for this TDA because of the high use, potential for heavy loads from traffic, and it could potentially threaten the safety and reliability of the existing underground utilities. BMP T5.10C: Downspout Full Infiltration â€“ Downspouts are not applicable for this project. BMP T5.11: Concentrated Flow Dispersion â€“ Concentrated flow dispersion is not feasible for this TDA because there is not enough right-of-way for a vegetated pervious area to properly disperse the stormwater onsite. BMP T5.12: Sheet Flow Dispersion â€“ Sheet flow dispersion is not feasible for this TDA because there is not enough right-of-way to properly disperse the stormwater onsite. Storm Drainage Report Project Roxy Roundabout 3 2200283.10 2.1.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of Pollution Generating Impervious Surface (PGIS). TDA #1 has 4,109 square feet of new PGIS, less than the 5,000-square foot threshold and therefore MR#6 does not apply. 2.1.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. TDA #1 has 4,267 square feet of new hard surface, less than the 10,000 square foot threshold and therefore MR#7 does not apply. 2.1.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.1.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. 2.2 Threshold Discharge Area #2 (Northwest TDA) TDA #2, also referred to as the Northwest TDA, includes the northwest half of 43rd Avenue NE. Runoff from TDA #2 will discharge into an existing infiltration facility located to the west of 43rd Avenue NE. 2.2.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. 2.2.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.2.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control BMPs. Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. Storm Drainage Report Project Roxy Roundabout 4 2200283.10 â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. 2.2.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #2 currently consists of one sub-basin, which includes the west half of the north leg of 43rd Avenue NE. The runoff from this sub-basin is captured by a series of catch basins and conveyed to a nearby storm facility for treatment and flow control. The project proposes to convey all stormwater from TDA #2 to the existing storm facility, which preserves the natural drainage system and outfalls. 2.2.5 MR 5: Onsite Stormwater Management We have selected the list approach to demonstrate compliance with MR 5. We have reviewed List 2 and determined the following onsite stormwater management BMPs to be infeasible: BMP T5.13: Post-Construction Soil Quality and Depth â€“ This will be implemented for all disturbed lawn and landscape areas. BMP T5.30: Full Dispersion â€“ Full dispersion is not feasible for this TDA because there is not enough right-of-way to properly disperse the stormwater. BMP T5.10A: Downspout Full Infiltration â€“ Downspouts are not applicable for this project. BMP T7.30: Bioretention â€“ Bioretention is not feasible for this TDA because there is not enough area within the right-of-way for a bioretention facility. BMP T5.10B: Downspout Dispersion System â€“ Downspouts are not applicable for this project. BMP T5.10C: Perforated Stub-Out Connections â€“ Perforated stub-out-connections are not applicable for this project. BMP T5.15: Permeable Pavements â€“ Permeable pavements are not feasible for this TDA because of the high use, potential for heavy loads from traffic, and it could potentially threaten the safety and reliability of the existing underground utilities. BMP T5.10C: Downspout Full Infiltration â€“ Downspouts are not applicable for this project. BMP T5.11: Concentrated Flow Dispersion â€“ Concentrated flow dispersion is not feasible for this TDA because there is not enough right-of-way for a vegetated pervious area to properly disperse the stormwater onsite. Storm Drainage Report Project Roxy Roundabout 5 2200283.10 BMP T5.12: Sheet Flow Dispersion â€“ Sheet flow dispersion is not feasible for this TDA because there is not enough right-of-way to properly disperse the stormwater onsite. 2.2.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of PGIS. TDA #2 has 156 square feet of new PGIS, less than the 5,000-square foot threshold and therefore MR#6 does not apply. 2.2.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. TDA #2 has 260 square feet of new hard surface, less than the 10,000 square foot threshold and therefore MR#7 does not apply. 2.2.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.2.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. 2.3 Threshold Discharge Area #3 (Northeast TDA) TDA #3, also referred to as the Northeast TDA, includes the northeast corner of the roundabout, the northeast half of 43rd Avenue NE, and the northern leg of 172nd Street NE. Runoff from TDA #3 will discharge into a proposed bioretention facility located in the northern property. 2.3.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. 2.3.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.3.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control BMPs. Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. Storm Drainage Report Project Roxy Roundabout 6 2200283.10 â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. 2.3.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #3 consists of one basin, the northeast portion of 43rd Avenue NE, and the northeast portion of 172nd Street NE. The runoff from this sub-basin currently sheet flows toward the northwest, where it infiltrates offsite. The project proposes to infiltrate all stormwater from TDA #3 onsite, which preserves the natural drainage system and outfalls. 2.3.5 MR 5: Onsite Stormwater Management This project will meet the Low Impact Development (LID) performance standard by infiltrating 100 percent of stormwater runoff. Stormwater discharges will match developed discharge durations to pre-developed durations for the range of pre-developed discharge rates from 8 percent of the 2-year peak flow to 50 percent of the 2-year peak flow. 2.3.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of PGIS. TDA #3 has 2,396 square feet of new PGIS, less than the 5,000-square foot threshold and therefore MR#6 does not apply. However, runoff treatment will still be provided for this TDA using a bioretention cell. 2.3.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. TDA #3 has 2,978 square feet of new hard surface, less than the 10,000 square foot threshold and therefore MR#7 does not apply. However, flow control will still be provided for this TDA using the bioretention cell. 2.3.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.3.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. Storm Drainage Report Project Roxy Roundabout 7 2200283.10 2.4 Threshold Discharge Area #4 (Southeast TDA) TDA #4, also referred to as the Southeast TDA, includes the southern half of 172nd Street NE. Runoff from TDA #4 will discharge into a 10-foot permeable pavement pedestrian pathway located on the southern half of 172nd Street NE. TDA #4 has 8,664 square feet of new hard surfaces; therefore, all minimum requirements are triggered. Refer to Appendix B-3 for the Redevelopment Flow Chart. 2.4.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. 2.4.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.4.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control BMPs. Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. Storm Drainage Report Project Roxy Roundabout 8 2200283.10 2.4.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #4 currently consists of one sub-basin, which includes the south half of the east leg of 172nd Street NE. The runoff from this sub-basin drains to the adjacent property, where it infiltrates onsite. The project proposes to infiltrate all stormwater from TDA #4 onsite, which preserves the natural drainage system and outfalls 2.4.5 MR 5: Onsite Stormwater Management The project shall either meet the LID performance standard or use the list approach using List 2. This project will meet the LID performance standard by infiltrating 100 percent of stormwater runoff. Stormwater discharges will match developed discharge durations to pre-developed durations for the range of pre-developed discharge rates from 8 percent of the 2-year peak flow to 50 percent of the 2-year peak flow. 2.4.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of PGIS. TDA #4 has 3,924 square feet of new PGIS, less than the 5,000-square foot threshold and therefore MR#6 does not apply. However, runoff treatment will still be provided for this TDA using CAVFS. 2.4.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. TDA #4 has 9,991 square feet of new hard surface, less than the 10,000 square foot threshold and therefore MR#7 does not apply. However, CAVFS and permeable pavement have been proposed to infiltrate 100 percent of the stormwater runoff from TDA #4. 2.4.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.4.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. 2.5 Threshold Discharge Area #5 (172nd Street NE) TDA #5, also referred to as the 172nd Street NE TDA, includes the southern half of 172nd Street NE. Runoff from TDA #5 will discharge into a 10-foot permeable pavement pedestrian pathway and CAVFS located on the southern half of 172nd Street NE. TDA #5 has been sized for future WSDOT improvements, including curb and gutter, two 11â€™ travel lanes, one 11â€™ right-turn lane, and a 2â€™ paved shoulder. The future improvements within TDA #5 will include 44,526 square feet of new hard surfaces; therefore, all minimum requirements are triggered. Refer to Appendix B-3 for the Redevelopment Flow Chart. 2.5.1 MR 1: Preparation of Stormwater Site Plan This Storm Drainage Report and attached plans meet the City of Arlington requirements of a Drainage Control Plan per the SWMMWW. Storm Drainage Report Project Roxy Roundabout 9 2200283.10 2.5.2 MR 2: Construction Stormwater Pollution Prevention A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 2.5.3 MR 3: Source Control of Pollution The project will comply with all source control requirements of the 2019 SWMMWW. A visual inspection shall be conducted monthly by qualified personnel to verify the performance of the source control BMPs. Source controls are required for automobile washing and maintenance, storage of solid waste and food waste, composting, yard maintenance, household hazardous material use, and general home maintenance. The required BMPs are listed below: â€¢ Engine degreasing or washing of internal engine components is not permitted onsite. A commercial car wash must be used. â€¢ All oils, antifreeze, solvents, batteries, and household hazardous waste must be recycled at local parts stores, gas stations, and the Household Hazardous Waste facility. Never dump used fluid onto the ground. Label and separate wastes into separate containers. â€¢ Compost piles shall not be located on paved areas or areas that may pond during storms. â€¢ Do not apply pesticides, herbicides, or fungicides when it is windy or when rain is expected. â€¢ Never dispose of grass clippings in or near storm drains, streams, lakes, or Puget Sound. â€¢ All pollutants, including waste materials and demolition debris created onsite during construction, shall be handled and disposed of in a manner that does not cause contamination of surface water. â€¢ Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). Maintenance and repair of heavy equipment and vehicles that may result in discharge or spillage of pollutants to the ground or into surface water runoff must be conducted using spill prevention measures, such as drip pans. 2.5.4 MR 4: Preservation of Natural Drainage Systems and Outfalls TDA #5 currently consists of one sub-basin, which includes the south half of 172nd Street NE extending approximately 2,500 feet to the east of the intersection with 43rd Avenue NE. Stormwater runoff from this sub-basin currently drains toward the adjacent property to the south, where it infiltrates onsite. The project proposes to infiltrate all stormwater from TDA #5 onsite, which preserves the natural drainage system and outfalls. 2.5.5 MR 5: Onsite Stormwater Management The project shall either meet the LID performance standard or use the list approach using List 2. This project will meet the LID performance standard by infiltrating 100 percent of stormwater runoff. Stormwater discharges will match developed discharge durations to pre-developed durations for the range of pre-developed discharge rates from 8 percent of the 2-year peak flow to 50 percent of the 2-year peak flow. Storm Drainage Report Project Roxy Roundabout 10 2200283.10 2.5.6 MR 6: Runoff Treatment Per the SWMMWW, a TDA requires construction of runoff treatment BMPs if the TDA has a total of 5,000 square feet or more of PGIS. Future improvements within TDA #5 will include 35,195 square feet of new PGIS, more than the 5,000-square foot threshold and therefore MR#6 does apply. New PGIS is proposed within basin 5B and water quality will be addressed using CAVFS. No new PGIS is proposed within basins 5A and 5C. Any additional PGIS for future improvements will require water quality. 2.5.7 MR 7: Flow Control Flow control is required if the project has proposed 10,000 square feet or more of new hard surface. The future improvements within TDA #5 will include 44,526 square feet of new hard surface, more than the 10,000 square foot threshold and therefore MR#7 does apply. CAVFS and permeable pavement have been proposed to infiltrate 100 percent of the stormwater runoff from TDA #5. 2.5.8 MR 8: Wetlands Protection No wetlands will be affected by these improvements. 2.5.9 MR 9: Operations and Maintenance An Operations and Maintenance Manual for the storm drainage system will be provided, as necessary. 3.0 Offsite Analysis A qualitative analysis of the downstream drainage was performed on August 4, 2021. There were no signs of flooding or erosion within the site or downstream from the site. It appears that runoff from the site is currently directed to five separate basins. The western portion of 172nd Street NE and southern portion of 43rd Avenue NE convey to an existing facility located to the southwest of the intersection. The stormwater runoff from the northwest portion of 43rd Avenue NE conveys to an existing facility located on the adjacent property. The stormwater runoff from 172nd Street NE and the northeast portion of 43rd Avenue NE drains to the adjacent properties where it infiltrates. Stormwater runoff from the south half of 172nd Street NE currently drains toward the adjacent property to the south where it infiltrates onsite. 4.0 Permanent Stormwater Control Plan 4.1 Existing Site Hydrology TDA #1, also referred to as the Southwest TDA, includes the western half of the roundabout, the southern leg of 43rd Avenue NE, and the western leg of 172nd Street NE. The high point is at the intersection of 172nd Street NE and 43rd Avenue NE Runoff from TDA #1 is currently conveyed through a series of catch basins and discharges into an existing storm facility, which provides treatment and flow control, located approximately 500 feet west from the intersection of 172nd Street NE and 43rd Avenue NE. TDA #2, also referred to as the Northwest TDA, includes the northwest half of 43rd Avenue NE. Stormwater is currently captured by a series of catch basins and discharges to an existing stormwater facility, which provides treatment and flow control, to the west of the site. Storm Drainage Report Project Roxy Roundabout 11 2200283.10 TDA #3, also referred to as the Northeast TDA, includes the northeast corner of the roundabout, the northeast half of 43rd Avenue NE, and the northern leg of 172nd Street NE. The northeastern portion of 43rd Avenue NE is crowned, and stormwater currently infiltrates on the adjacent property. The northeastern portion of 172nd Street NE is currently developed with no existing conveyance system. The road is crowned, and stormwater currently infiltrates on the adjacent property. TDA #4, also referred to as the Southeast TDA, includes the southern half of 172nd Street NE. The existing roadway is crowned with no existing conveyance system; the stormwater currently infiltrates on the adjacent property. TDA #5, also referred to as the 172nd Street NE TDA, includes the southern half of 172nd Street NE extending approximately 2,500 feet to the east of the intersection with 43rd Avenue NE. The existing roadway is crowned with no existing conveyance system on the southern boundary of 172nd Street NE; the stormwater currently infiltrates on the adjacent property. To the southeast, a 65.782-acre site is currently proposed under a separate permit, which includes 43.202 acres of impervious surface area, 5.591 acres of bioretention cell area, and 16.989 acres of pervious surface area. This site will consist of five separate sub-basins that will infiltrate 100 percent of stormwater runoff. Improvements to the southern portion of 43rd Avenue NE, 51st Ave NE, and 168th Street have been proposed under a separate permit. The 43rd Avenue NE stormwater runoff will utilize the existing conveyance system with new catch basins in the widened flow line. The 51st Avenue NE stormwater runoff from this sub-basin will be collected using a system of catch basins and pipes and conveyed to the infiltration facility, which is located under the pedestrian pathway. The 168th Street stormwater runoff from this sub-basin will be collected using a system of catch basins and pipes and conveyed to infiltration facilities located under the pedestrian pathway. 4.2 Developed Site Hydrology The developed site will consist of five separate TDAs. The total redeveloped area includes 52,337 square feet of existing impervious area to remain, 63,812 square feet of replaced impervious area, 62,077 square feet of new impervious area, and 2,482 square feet of removed impervious area. Refer to the TDA summary table below. TDA #1 will consist of roadway improvements, median improvements, landscaping, and stormwater improvements. Stormwater from this TDA is collected using a system of catch basins and pipes and conveyed to an existing storm facility located approximately 500 feet west of the 172nd Street NE and 43rd Road NE intersection. The area of new PGIS within TDA #1 is 4,109 square feet, and the area of new hard surfaces is 4,267 square feet. The existing impervious area within this TDA is 45,220 square feet and the impervious area in the developed conditions will be 44,792 square feet. Therefore, there will be a net decrease of 428 square feet of impervious surfaces. TDA #2 will consist of roadway improvements, landscaping, and stormwater improvements. Stormwater from TDA #2 is collected using a system of catch basins and pipes and conveyed to an existing infiltration facility located to the west of 43rd Avenue NE. The area of new PGIS within TDA #2 is 156 square feet, and the area of new hard surfaces is 260 square feet. The existing impervious area within this TDA is 6,741 square feet and the impervious area in the developed conditions will be 6,684 square feet. Therefore, there will be a net decrease of 57 square feet of impervious surfaces. Storm Drainage Report Project Roxy Roundabout 12 2200283.10 TDA #3 will consist of roadway improvements, landscaping, median improvements, and stormwater improvements. Stormwater from TDA #3 is collected using a system of catch basins and pipes and will be conveyed to an infiltration facility to the adjacent lot. The area of new PGIS within TDA #3 is 2,396 square feet, and the area of new hard surfaces is 2,978 square feet. TDA #4 will consist of roadway improvements, landscaping, median improvements, CAVFS, and a 10-foot permeable pavement pedestrian pathway. Stormwater within this TDA will be infiltrated through the permeable pavement and passed through CAVFS for treatment. The area of new PGIS within TDA #4 is 3,924 square feet, and the area of new hard surfaces is 9,991 square feet. TDA #5 will consist of a right turn lane, a temporary driveway connection, landscaping, CAVFS, and a 10-foot permeable pavement shared-use pathway. However, the stormwater system for this TDA was designed to accommodate the future developed roadway, including curb and gutter, two 11â€™ travel lanes, one 11â€™ right-turn lane, and a 2â€™ paved shoulder. Stormwater within this TDA will be treated using CAVFS and infiltrated through the permeable pavement. The future road improvements within TDA #5 will include 35,195 square feet of new PGIS and 44,526 square feet of new hard surfaces. In the developed conditions, the area of TDA #1 will decrease slightly in order to avoid sending additional runoff to the existing infiltration facility to the west. Runoff from approximately 2,650 square feet of TDA #1 will be collected and sent to the proposed bioretention facility within TDA #3 to be treated and infiltrated. Refer to Appendix B-1 for the Basin Swap Map. Refer to Appendix B-1 for the TDA Map and Appendix B-1A for the New PGIS Map. 4.3 Flow Control System Flow control will be provided for TDA #3 using a bioretention facility. Flow control will be provided for TDA #4 and TDA #5 using permeable pavement and CAVFS, which will manage the runoff from the basin and maintain the natural discharge point. Each of the proposed facilities has been sized using the Western Washington Hydrology Model (WWHM) to infiltrate 100 percent of tributary stormwater runoff using an infiltration rate of 2 inches per hour, which was recommended in the Geotechnical Report. The design rate will be confirmed prior to construction. Refer to the table below for a summarized breakdown of the proposed stormwater facilities. Refer to Appendices B-4 and B-5 for WWHM reports. Storm Drainage Report Project Roxy Roundabout 13 2200283.10 4.4 Water Quality System Basic runoff treatment is only required for TDA #5. However, treatment will be provided for TDA #3 using the proposed bioretention cell; treatment will be provided for TDA #4 using the proposed CAVFS; and treatment will be provided for TDA #5 using the proposed CAVFS. Each facility has been sized using WWHM using an infiltration rate of 2 inches per hour, which was recommended in the Geotechnical Report for the native subgrade. The design infiltration rates will be confirmed prior to construction. Refer to Appendices B-4 and B-5 for WWHM reports. 5.0 Construction Stormwater Pollution Prevention Plan A Construction Stormwater Pollution Prevention Plan will be prepared with the final storm drainage report. 6.0 Wells and Septic Systems To our knowledge, there are no existing wells or septic systems located onsite. If they are found during construction, they shall be decommissioned according to Arlington Health Department and Washington State Department of Ecology standards. 7.0 Fuel Tanks To our knowledge, there are no existing fuel tanks on the site. If located during construction, the fuel tanks will be abandoned according to Arlington Health Department and Washington State Department of Ecology standards. 8.0 Conclusion The proposed project involves construction of stormwater facilities to support the redevelopment of an existing roadway. The developed site condition will manage the anticipated runoff volumes based on the design criteria of the Department of Ecology 2019 SWMMWW. This report and associated plans have been prepared within the guidelines established by City of Arlington for stormwater management. This analysis is based on data and records either supplied to or obtained by AHBL. These documents are referenced within the text of the analysis. The analysis has been prepared using procedures and practices within the standard accepted practices of the industry. AHBL, Inc. Tyler Watkins, PE Project Engineer TDW/lsk/jms/lsk August 2021 Revised December 2021 Revised January 2022 Q:\2020\2200283\WORDPROC\Reports\20220120 Rpt (Roundabout - Storm) 2200283.10.docx Storm Drainage Report Project Roxy Roundabout 14 2200283.10 Appendix A Exhibits A-1 ............... Vicinity Map A-2 ............... Existing Conditions Map A-3 ............... Developed Conditions Map A-4 ............... FEMA Flood Map Storm Drainage Report Project Roxy Roundabout 2200283.10 PROJECT SITE N 2215 North 30th Street PROJECT ROXY Suite 300 2200283.10 APPENDIX A-1 Tacoma, WA 98403 253.383.2422 TEL 12/16/2021 VICINITY MAP 253.383.2572 FAX SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT SET REBAR AND CAP LUMINAIRE 1" = 40 FEET BASIS OF BEARING FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT N1Â° 35' 20"E DECIDUOUS TREE AS NOTED SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW CORP OF PRESIDING ROOF DRAIN BISHOP OF LDS 73+00 CABLE RISER STRAIGHT ARROW 31052100304300 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW MATCHLINE STA 11+00 SHEET EC-1B 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 10+00 50.00' 30.00' 11+00 172ND ST NE WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 4 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 38 TRAVIS HALE SURVEY CONTROL PLANS SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON 1" = 40 FEET ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. MATCHLINE STA 11+00 SHEET EC-1 MATCHLINE STA 22+00 SEE BELOW WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW AMAZON.COM SERVICES LLC 31052800100500 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW EXISTING LEGEND FOUND MONUMENT AS NOTED P POWER MANHOLE HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT 22+00 T 23+00 T SET REBAR AND CAP LUMINAIRE 50.00' 24+00 25+00 FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE 26+00 80.00' MONITORING WELL TELEPHONE RISER 27+00 28+00 BOLLARD TELEPHONE VAULT 29+00 172ND ST NE 30+00 31+00 MAIL BOX FIRE HYDRANT S88Â° 30' 27"E SIGN AS NOTED IRRIGATION CONTROL VALVE 30.00' 100.00' WSDOT ROW 31+10 UNKNOWN VAULT WATER METER GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED TEST PIT DECIDUOUS TREE AS NOTED AMAZON.COM SERVICES LLC SANITARY SEWER MANHOLE 31052800100500 STORM CLEANOUT LEFT TURN ARROW STORM CATCH BASIN STORM MANHOLE RIGHT TURN ARROW T ROOF DRAIN CABLE RISER STRAIGHT ARROW GAS METER STORM LINE GAS VALVE SEWER LINE WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE GUY ANCHOR FENCE UTILITY POWER POLE ASPHALT JUNCTION BOX CONCRETE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 5 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 38 TRAVIS HALE SURVEY CONTROL PLANS SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED SDCB #14 (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER SDCB #13 73+00 BOTTOM AREA = 3,668 SF 1 N OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' SDCB #10 BOTTOM WIDTH = 10' SD-3 BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT WITH RIP RAP MAX W.S. ELEVATION = 123.25 0 20 40 80 STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. IE: 123.00 8" (SW) TOP ELEVATION = 123.75 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT BIORETENTION INLET #2 43RD AVENUE NE 125 WITH RIP RAP 1" = 40 FEET STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE SDCB #12 BIORETENTION INLET #3 IE: 123.00 8" (S) CURB AND GUTTER. 125 WITH RIP RAP 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 124 IE: 123.00 8" (SW) SDCB #11 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS SDCB #2 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED BIORETENTION INLET #1 WITH RIP RAP AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT IE: 123.00 8" (S) STANDARD SPEC 9-05.24 AND AASHTO M330). 126 126 72+00 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT 126 172ND ST NE 125 OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWNMATCHLINE STA 11+00 SHEET SD-1B 124 OF EXISTING OR PROPOSED GRADES. 0+00 125 124 1+00 2+00 125 3+00 SDCB #9 4+00 124 5+00 125 6+00 EX. STCB #3938 SDCB #1 128 7+00 127 8+00 9+00 126 10+00 SDCB #8 11+00 126 126 125 172ND ST NE 125 SDCB #7 71+00 124 125 SDCB #3 COMPOST-AMENDED VEGETATED 2 LEGEND 124 FILTER STRIPS (CAVFS) SD-3 PROPOSED RIGHT-OF-ROW STORM SEWER PIPE SDCB #4 SDCB #5 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 70+00 5'x6'x1' DEEP HAND PLACED RIPRAP 125 COMPOST-AMENDED VEGETATIVE FILTER STRIP SDCB #15 (CAVFS) SDCB #16 43RD AVENUE NE BIORETENTION FACILITY 130 130 SDCB #10, TYPE 1 STA 72+39.11, 35.82' RT 62 LF 12" CPEP @ 0.24% RIM: 125.00 73 LF 12" CPEP @ 0.24% IE: 123.25 8" (NE) 80 LF 12" CPEP @ 1.00% 45 LF EX. 12" CPEP @ 2.15% 31 LF 8" CPEP @ 0.82% 125 125 130 LF 8" CPEP @ 0.44% 135 LF 12" CPEP @ 0.24% 31 LF 8" CPEP @ 0.75% 31 LF 8" CPEP @ 1.04% 120 120 SDCB #7, TYPE 1 SDCB #1, TYPE 1 SDCB #4, TYPE 1 STA: 4+68.56, 61.62' RT SDCB #8, TYPE 1 STA: 2+97.25, 19.56' RT RIM: 125.32 SDCB #9, TYPE 1 STA: 8+11.41, 15.03' LT STA: 3+84.05, 111.88' RT RIM: 125.19 RIM: 124.03 IE: 123.57 8" (NE) STA: 6+36.57, 29.47' LT RIM: 125.12 IE: 121.06 12" (W) IE: 121.38 12" (N) RIM: 124.98 IE: 123.32 8" (N) IE: 123.23 8" (N) IE: 121.06 12" (NE) IE: 121.38 12" (E) IE: 121.06 12" (SE) IE: 121.38 12" (S) 115 115 EX. STCB #3938, EXISTING TYPE 1 SDCB #3, TYPE 1 ADJUST RIM TO GRADE SDCB #2, TYPE 1L STA: 3+60.66, 54.88' RT STA: 1+63.25, 33.08' RT STA: 3+31.82, 52.44' LT RIM: 124.36 RIM: 124.28 RIM: 124.48 IE: 121.23 12" (NW) IE: 120.64 12" (W) IE: 121.86 12" (SW) IE: 121.23 12" (S) IE: 120.74 12" (E) NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE 110 110 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.85FG 125.55FG 125.41FG 125.50FG 126.15FG 127.80FG 128.51FG 127.18FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.72 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 22 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 38 TRAVIS HALE DRAINAGE PLAN AND PROFILE SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND GENERAL NOTES N GRAPHIC SCALE 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED PROPOSED RIGHT-OF-ROW (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF 0 20 40 80 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STORM SEWER PIPE OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' 1" = 40 FEET CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 5'x6'x1' DEEP HAND PLACED RIPRAP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. COMPOST-AMENDED VEGETATIVE FILTER STRIP (CAVFS) 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT BIORETENTION FACILITY STANDARD SPEC 9-05.24 AND AASHTO M330). 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT MATCHLINE STA 22+00 SEE BELOW OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN MATCHLINE STA 11+00 SHEET SD-1 OF EXISTING OR PROPOSED GRADES. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 172ND ST NE 21+00 172ND ST NE 22+00 MATCHLINE STA 22+00 SEE ABOVE 22+00 23+00 24+00 25+00 26+00 27+00 172ND ST NE 28+00 29+00 30+00 31+00 172ND ST NE 31+10 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1B DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 23 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 38 TRAVIS HALE DRAINAGE PLAN AND PROFILE National Flood Hazard Layer FIRMette Legend 122Â°10'39"W 48Â°9'20"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR SPECIAL FLOOD HAZARD AREAS Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood Hazard Zone X Area with Reduced Flood Risk due to OTHER AREAS OF Levee. See Notes.Zone X FLOOD HAZARD Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard Zone D GENERAL Channel, Culvert, or Storm Sewer STRUCTURES Levee, Dike, or Floodwall 20.2 Cross Sections with 1% Annual Chance B 17.5 Water Surface Elevation 8 Coastal Transect Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline OTHER Profile Baseline FEATURES Hydrographic Feature Digital Data Available No Digital Data Available MAP PANELS Unmapped Ãœ The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 1/27/2022 at 11:24 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for Feet 122Â°10'1"W 48Â°8'56"N 1:6,000 unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 Appendix B Stormwater Calculations B-1 ............... TDA Map B-1A ............ New PGIS Map B-2 ............... Basin Map (172nd Street NE) B-3 ............... Redevelopment Flow Chart B-4 ............... WWHM Report (Roundabout) B-5 ............... WWHM Report (172nd Street NE) Storm Drainage Report Project Roxy Roundabout 2200283.10 EXISTING IMPERVIOUS AREA N CEMENT CONCRETE GRAPHIC SCALE 0 20 40 80 1" = 40 FEET TDA #2 (NW) LEGEND EXISTING IMPERVIOUS AREA = 6,741 SF TDA LINE EXISTING IMPERVIOUS AREA TDA #3 (NE) EXISTING IMPERVIOUS AREA = 23,609 SF 172ND ST NE (PUBLIC ROAD)172ND STREET NE T TDA #1 (SW) TDA #4 (SE) EXISTING IMPERVIOUS AREA = 45,220 SF EXISTING IMPERVIOUS AREA = 12,889 SF 43RD AVE NE (PUBLIC ROAD) 43RD AVENUE NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 220283.10 Tacoma, WA 98403 DATE: 6/16/2021 253.383.2422 TEL EXISTING TDA MAP 253.383.2572 FAX APP B-1 N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET LEGEND TOTAL AREA TDA LINE EXISTING IMPERVIOUS AREA TO REMAIN 19,132 SF REPLACED IMPERVIOUS AREA 63,812 SF NEW HARD SURFACE AREA 17,551 SF REMOVED IMPERVIOUS AREA 2,482 SF TDA #2 (NW) TDA #3 (NE) EXISTING IMPERVIOUS AREA TO REMAIN 2,959 SF EXISTING IMPERVIOUS AREA TO REMAIN 2,013 SF REPLACED IMPERVIOUS AREA 3,732 SF REPLACED IMPERVIOUS AREA 18,700 SF NEW HARD SURFACE AREA 260 SF NEW HARD SURFACE AREA 2,978 SF REMOVED IMPERVIOUS AREA 267 SF REMOVED IMPERVIOUS AREA 142 SF 125 BIORETENTION FACILTY 125 125 126 126 126 126 126 127 128 128 125 127 126 172ND STREET NE T 125 125 TDA #1 (SW) CAVFS EXISTING IMPERVIOUS AREA TO REMAIN 10,749 SF REPLACED IMPERVIOUS AREA 31,849 SF NEW HARD SURFACE AREA 4,267 SF REMOVED IMPERVIOUS AREA 2,073 SF PERMEABLE PAVEMENT TDA #4 (SE) EXISTING IMPERVIOUS AREA TO REMAIN 3,411SF REPLACED IMPERVIOUS AREA 9,531 SF NEW HARD SURFACE AREA 9,991 SF REMOVED IMPERVIOUS AREA 0 SF 125 43RD AVENUE NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 2200283.10 Tacoma, WA 98403 DATE: 8/26/2021 253.383.2422 TEL DEVELOPED TDA MAP 253.383.2572 FAX APP B-1 N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET LEGEND TOTAL AREA TDA LINE EXISTING IMPERVIOUS AREA TO REMAIN 19,132 SF REPLACED IMPERVIOUS AREA 63,812 SF NEW HARD SURFACE AREA 17,551 SF REMOVED IMPERVIOUS AREA 2,482 SF TDA #2 (NW) TDA #3 (NE) EXISTING IMPERVIOUS AREA TO REMAIN 2,959 SF EXISTING IMPERVIOUS AREA TO REMAIN 2,013 SF REPLACED IMPERVIOUS AREA 3,732 SF REPLACED IMPERVIOUS AREA 18,700 SF NEW HARD SURFACE AREA 260 SF NEW HARD SURFACE AREA 2,978 SF REMOVED IMPERVIOUS AREA 267 SF REMOVED IMPERVIOUS AREA 142 SF 125 BIORETENTION FACILTY 125 125 126 126 126 126 126 127 128 128 125 127 126 172ND STREET NE T 125 125 CAVFS PERMEABLE PAVEMENT TDA #1 (SW) EXISTING IMPERVIOUS AREA TO REMAIN 10,749 SF REPLACED IMPERVIOUS AREA 31,849 SF Total area of impervious within TDA #1 TDA #4 (SE) NEW HARD SURFACE AREA 4,267 SF being routed to TDA #3 = 2,650 SF EXISTING IMPERVIOUS AREA TO REMAIN 3,411SF REMOVED IMPERVIOUS AREA 2,073 SF REPLACED IMPERVIOUS AREA 9,531 SF NEW HARD SURFACE AREA 9,991 SF REMOVED IMPERVIOUS AREA 0 SF 125 43RD AVENUE NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 2200283.10 Tacoma, WA 98403 DATE: 8/26/2021 253.383.2422 TEL BASIN SWAP MAP 253.383.2572 FAX APP B-1 N GRAPHIC SCALE 0 40 80 160 1" = 80 FEET LEGEND TDA LINE EXISTING IMPERVIOUS AREA TDA #5 EXISTING IMPERVIOUS AREA = 33,205 SF 172ND ST NE (PUBLIC ROAD) T 172ND STREET NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 220283.10 Tacoma, WA 98403 DATE: 12/16/2021 253.383.2422 TEL EXISTING TDA MAP (172ND ST NE) 253.383.2572 FAX APP B.1A N GRAPHIC SCALE 0 40 80 160 1" = 80 FEET LEGEND TOTAL AREA TDA LINE EXISTING IMPERVIOUS AREA TO REMAIN 33,205 SF REPLACED IMPERVIOUS AREA 0 SF NEW HARD SURFACE AREA 44,526 SF REMOVED IMPERVIOUS AREA 0 SF NOTE: NEW HARD SURFACE AREA BASED ON FUTURE WSDOT SECTION. 36' LANE WIDTH BY 1900' LENGTH. SEE FUTURE WSDOT ROADWAY TDA #5 SECTION BELOW. EXISTING IMPERVIOUS AREA TO REMAIN 33,205 SF REPLACED IMPERVIOUS AREA 0 SF NEW HARD SURFACE AREA 44,526 SF REMOVED IMPERVIOUS AREA 0 SF T 172ND STREET NE CAVFS CAVFS PERMEABLE PAVEMENT PERMEABLE PAVEMENT 140 P O P W/ ~70' W EXISTING R/W E O R / E R AT -117 T T ~50' SI T S T S I S 2 10 8 X 2 11 11 12 I 11 X 11 11 2 2 6 5 10 2 I E X E 135 X E E SHARED USE PATH CAVFS SHARED USE PATH S RIE P. 130 VA TY 4% 5:1 AX 2. M 1 2: 4:1 125 EXISTING GROUND 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 PROPOSED SECTION B-B FUTURE WSDOT SECTION 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 2200283.10 Tacoma, WA 98403 DATE: 12/16/2021 253.383.2422 TEL DEVELOPED TDA MAP (172ND ST NE) 253.383.2572 FAX APP B-1A N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET NEW POLLUTION GENERATING IMPERVIOUS SURFACE LEGEND TOTAL AREA NEW POLLUTION GENERATING IMPERVIOUS SURFACE 10,585 SF TDA #2 (NW) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 156 SF TDA #3 (NE) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 2,396 SF BIORETENTION FACILITY 125 125 126 125 127 128 126 126 125 125 172ND ST NE (PUBLIC ROAD) 172ND STREET NE T 125 126 126 CAVFS PERMEABLE PAVEMENT TDA #1 (SW) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 4,109 SF TDA #4 (SE) NEW POLLUTION GENERATING IMPERVIOUS SURFACE: 3,924 SF 43RD AVE NE (PUBLIC ROAD) 43RD AVENUE NE 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 2200283.10 Tacoma, WA 98403 DATE: 08/23/2021 253.383.2422 TEL PGIS MAP 253.383.2572 FAX APP B-1A N GRAPHIC SCALE 0 40 80 160 1" = 80 FEET LEGEND TOTAL AREA NEW POLLUTION GENERATING IMPERVIOUS SURFACE 35,195 SF NOTE: NEW HARD SURFACE AREA BASED ON FUTURE WSDOT SECTION. 36' LANE WIDTH BY 1900' LENGTH. SEE FUTURE WSDOT ROADWAY SECTION BELOW. T 172ND STREET NE PERMEABLE PAVEMENT CAVFS PERMEABLE PAVEMENT CAVFS 140 P O P W/ ~70' W EXISTING R/W E O R / E R AT -117 T T ~50' SI T S T S I S 2 10 8 X 2 11 11 12 I 11 X 11 11 2 2 6 5 10 2 I E X E 135 X E E SHARED USE PATH CAVFS SHARED USE PATH S RIE P. 130 VA TY 4% 5:1 AX 2. M 1 2: 4:1 125 EXISTING GROUND 120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 PROPOSED SECTION B-B FUTURE WSDOT SECTION 2215 North 30th Street, ARLINGTON ROUNDABOUT JOB NO. Suite 300, 2200283.10 Tacoma, WA 98403 DATE: 08/23/2021 253.383.2422 TEL PGIS MAP 253.383.2572 FAX APP B-1A PROJECT ROXY A PORTION OF THE NE 1/4 OF SEC. 28, TWN. 31 N., RGE. 05 E. W.M. CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON. COA FILE NUMBER: N GRAPHIC SCALE 0 30 60 120 1" = 60 FEET 5A 172ND ST NE 5B 172ND ST NE T 172ND ST NE 5C 172ND ST NE T PROJECT ROXY 172ND Street 12/13/2021 Arlington, WA 98223 2200283.10 Final Review Application Figure I-3.2: Flow Chart for Determining Requirements for Redevelopment 125,889 SF new + replaced hard surface area 62,077 SF new hard surfaces (including future WSDOT improvements 62,077 SF 62,077 SF / 125,899 SF = 49.31% 2019StormwaterManagementManualforWesternWashington VolumeI-Chapter3-Page90 WWHM2012 PROJECT REPORT General Model Information Project Name: Roundabout - TDA Site Name: Arlington Roundabout Site Address: City: Report Date: 1/18/2022 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.200 Version Date: 2019/09/13 Version: 4.2.17 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year Roundabout - TDA 1/18/2022 10:56:29 AM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Forest, Flat 0.4786 Pervious Total 0.4786 Impervious Land Use acre Impervious Total 0 Basin Total 0.4786 Element Flows To: Surface Interflow Groundwater Roundabout - TDA 1/18/2022 10:56:29 AM Page 3 Mitigated Land Use TDA #3 Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.03 Pervious Total 0.03 Impervious Land Use acre ROADS FLAT 0.6 Impervious Total 0.6 Basin Total 0.63 Element Flows To: Surface Interflow Groundwater Surface retention 1 Surface retention 1 Roundabout - TDA 1/18/2022 10:56:29 AM Page 4 TDA #4 Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.27 Pervious Total 0.27 Impervious Land Use acre ROADS FLAT 0.44 Impervious Total 0.44 Basin Total 0.71 Element Flows To: Surface Interflow Groundwater CAVFS 2 Surface 2 CAVFS 2 Surface 2 Roundabout - TDA 1/18/2022 10:56:29 AM Page 5 Routing Elements Predeveloped Routing Roundabout - TDA 1/18/2022 10:56:29 AM Page 6 Mitigated Routing Bioretention 1 Bottom Length: 330.00 ft. Bottom Width: 10.00 ft. Material thickness of first layer: 1.5 Material type for first layer: SMMWW 12 in/hr Material thickness of second layer: 0 Material type for second layer: Sand Material thickness of third layer: 0 Material type for third layer: GRAVEL Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 123.033 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 123.033 Percent Infiltrated: 100 Total Precip Applied to Facility: 17.497 Total Evap From Facility: 10.643 Underdrain not used Discharge Structure Riser Height: 0.25 ft. Riser Diameter: 24 in. Element Flows To: Outlet 1 Outlet 2 Bioretention Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.1727 0.0000 0.0000 0.0000 0.0247 0.1716 0.0009 0.0000 0.0000 0.0495 0.1700 0.0017 0.0000 0.0000 0.0742 0.1683 0.0026 0.0000 0.0000 0.0989 0.1667 0.0036 0.0000 0.0000 0.1236 0.1650 0.0045 0.0000 0.0000 0.1484 0.1634 0.0055 0.0000 0.0005 0.1731 0.1617 0.0064 0.0000 0.0050 0.1978 0.1601 0.0074 0.0000 0.0068 0.2225 0.1585 0.0084 0.0000 0.0089 0.2473 0.1568 0.0094 0.0000 0.0114 0.2720 0.1552 0.0105 0.0000 0.0143 0.2967 0.1536 0.0115 0.0000 0.0176 0.3214 0.1519 0.0126 0.0000 0.0212 0.3462 0.1503 0.0137 0.0000 0.0253 0.3709 0.1487 0.0148 0.0000 0.0299 0.3956 0.1471 0.0160 0.0000 0.0349 0.4203 0.1454 0.0171 0.0000 0.0404 0.4451 0.1438 0.0183 0.0000 0.0463 0.4698 0.1422 0.0194 0.0000 0.0528 0.4945 0.1406 0.0207 0.0000 0.0597 0.5192 0.1390 0.0219 0.0000 0.0672 0.5440 0.1373 0.0231 0.0000 0.0753 0.5687 0.1357 0.0244 0.0000 0.0839 0.5934 0.1341 0.0256 0.0000 0.0930 0.6181 0.1325 0.0269 0.0000 0.1027 Roundabout - TDA 1/18/2022 10:56:29 AM Page 7 0.6429 0.1309 0.0282 0.0000 0.1130 0.6676 0.1293 0.0296 0.0000 0.1240 0.6923 0.1277 0.0309 0.0000 0.1355 0.7170 0.1261 0.0323 0.0000 0.1477 0.7418 0.1245 0.0336 0.0000 0.1528 0.7665 0.1229 0.0350 0.0000 0.1528 0.7912 0.1213 0.0365 0.0000 0.1528 0.8159 0.1197 0.0379 0.0000 0.1528 0.8407 0.1181 0.0393 0.0000 0.1528 0.8654 0.1165 0.0408 0.0000 0.1528 0.8901 0.1149 0.0423 0.0000 0.1528 0.9148 0.1133 0.0438 0.0000 0.1528 0.9396 0.1117 0.0453 0.0000 0.1528 0.9643 0.1102 0.0469 0.0000 0.1528 0.9890 0.1086 0.0484 0.0000 0.1528 1.0137 0.1070 0.0500 0.0000 0.1528 1.0385 0.1054 0.0516 0.0000 0.1528 1.0632 0.1038 0.0532 0.0000 0.1528 1.0879 0.1023 0.0549 0.0000 0.1528 1.1126 0.1007 0.0565 0.0000 0.1528 1.1374 0.0991 0.0582 0.0000 0.1528 1.1621 0.0975 0.0599 0.0000 0.1528 1.1868 0.0960 0.0616 0.0000 0.1528 1.2115 0.0944 0.0633 0.0000 0.1528 1.2363 0.0928 0.0651 0.0000 0.1528 1.2610 0.0913 0.0668 0.0000 0.1528 1.2857 0.0897 0.0686 0.0000 0.1528 1.3104 0.0882 0.0704 0.0000 0.1528 1.3352 0.0866 0.0722 0.0000 0.1528 1.3599 0.0851 0.0741 0.0000 0.1528 1.3846 0.0835 0.0759 0.0000 0.1528 1.4093 0.0819 0.0778 0.0000 0.1528 1.4341 0.0804 0.0797 0.0000 0.1528 1.4588 0.0788 0.0816 0.0000 0.1528 1.4835 0.0773 0.0835 0.0000 0.1528 1.5000 0.0758 0.0848 0.0000 0.1528 Bioretention Hydraulic Table Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)Infilt(cfs) 1.5000 0.1727 0.0848 0.0000 0.9167 0.0000 1.5247 0.1744 0.0891 0.0000 0.9167 0.0000 1.5495 0.1760 0.0935 0.0000 0.9469 0.0000 1.5742 0.1777 0.0978 0.0000 0.9620 0.0000 1.5989 0.1794 0.1023 0.0000 0.9771 0.0000 1.6236 0.1810 0.1067 0.0000 0.9922 0.0000 1.6484 0.1827 0.1112 0.0000 1.0073 0.0000 1.6731 0.1843 0.1157 0.0000 1.0224 0.0000 1.6978 0.1860 0.1203 0.0000 1.0375 0.0000 1.7225 0.1877 0.1249 0.0000 1.0527 0.0000 1.7473 0.1893 0.1296 0.0000 1.0678 0.0000 1.7720 0.1910 0.1343 0.0692 1.0694 0.0000 1.7967 0.1927 0.1391 0.2142 1.0694 0.0000 1.8214 0.1944 0.1438 0.4049 1.0694 0.0000 1.8462 0.1960 0.1487 0.6320 1.0694 0.0000 1.8709 0.1977 0.1535 0.8902 1.0694 0.0000 1.8956 0.1994 0.1584 1.1758 1.0694 0.0000 1.9203 0.2011 0.1634 1.4859 1.0694 0.0000 1.9451 0.2028 0.1684 1.8178 1.0694 0.0000 Roundabout - TDA 1/18/2022 10:56:29 AM Page 8 1.9698 0.2045 0.1734 2.1695 1.0694 0.0000 1.9945 0.2061 0.1785 2.5388 1.0694 0.0000 2.0192 0.2078 0.1836 2.9237 1.0694 0.0000 2.0440 0.2095 0.1888 3.3220 1.0694 0.0000 2.0687 0.2112 0.1940 3.7318 1.0694 0.0000 2.0934 0.2129 0.1992 4.1510 1.0694 0.0000 2.1181 0.2146 0.2045 4.5775 1.0694 0.0000 2.1429 0.2163 0.2098 5.0092 1.0694 0.0000 2.1676 0.2180 0.2152 5.4440 1.0694 0.0000 2.1923 0.2197 0.2206 5.8796 1.0694 0.0000 2.2170 0.2214 0.2261 6.3140 1.0694 0.0000 2.2418 0.2231 0.2316 6.7450 1.0694 0.0000 2.2500 0.2237 0.2334 7.1705 1.0694 0.0000 Roundabout - TDA 1/18/2022 10:56:29 AM Page 9 Surface retention 1 Element Flows To: Outlet 1 Outlet 2 Bioretention 1 Roundabout - TDA 1/18/2022 10:56:29 AM Page 10 Permeable Pavement 1 Pavement Area:0.0735 acre.Pavement Length: 320.00 ft. Pavement Width: 10.00 ft. Pavement slope 1:0 To 1 Pavement thickness: 0.35 Pour Space of Pavement: 0.15 Material thickness of second layer: 0.7 Pour Space of material for second layer: 0.3 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 13.305 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 13.305 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0.889 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.073 0.000 0.000 0.000 0.0167 0.073 0.000 0.000 0.148 0.0333 0.073 0.000 0.000 0.148 0.0500 0.073 0.001 0.000 0.148 0.0667 0.073 0.001 0.000 0.148 0.0833 0.073 0.001 0.000 0.148 0.1000 0.073 0.002 0.000 0.148 0.1167 0.073 0.002 0.000 0.148 0.1333 0.073 0.002 0.000 0.148 0.1500 0.073 0.003 0.000 0.148 0.1667 0.073 0.003 0.000 0.148 0.1833 0.073 0.004 0.000 0.148 0.2000 0.073 0.004 0.000 0.148 0.2167 0.073 0.004 0.000 0.148 0.2333 0.073 0.005 0.000 0.148 0.2500 0.073 0.005 0.000 0.148 0.2667 0.073 0.005 0.000 0.148 0.2833 0.073 0.006 0.000 0.148 0.3000 0.073 0.006 0.000 0.148 0.3167 0.073 0.007 0.000 0.148 0.3333 0.073 0.007 0.000 0.148 0.3500 0.073 0.007 0.000 0.148 0.3667 0.073 0.008 0.000 0.148 0.3833 0.073 0.008 0.000 0.148 0.4000 0.073 0.008 0.000 0.148 0.4167 0.073 0.009 0.000 0.148 0.4333 0.073 0.009 0.000 0.148 0.4500 0.073 0.009 0.000 0.148 0.4667 0.073 0.010 0.000 0.148 0.4833 0.073 0.010 0.000 0.148 0.5000 0.073 0.011 0.000 0.148 Roundabout - TDA 1/18/2022 10:56:29 AM Page 11 0.5167 0.073 0.011 0.000 0.148 0.5333 0.073 0.011 0.000 0.148 0.5500 0.073 0.012 0.000 0.148 0.5667 0.073 0.012 0.000 0.148 0.5833 0.073 0.012 0.000 0.148 0.6000 0.073 0.013 0.000 0.148 0.6167 0.073 0.013 0.000 0.148 0.6333 0.073 0.014 0.000 0.148 0.6500 0.073 0.014 0.000 0.148 0.6667 0.073 0.014 0.000 0.148 0.6833 0.073 0.015 0.000 0.148 0.7000 0.073 0.015 0.000 0.148 0.7167 0.073 0.015 0.000 0.148 0.7333 0.073 0.015 0.000 0.148 0.7500 0.073 0.015 0.000 0.148 0.7667 0.073 0.016 0.000 0.148 0.7833 0.073 0.016 0.000 0.148 0.8000 0.073 0.016 0.000 0.148 0.8167 0.073 0.016 0.000 0.148 0.8333 0.073 0.016 0.000 0.148 0.8500 0.073 0.016 0.000 0.148 0.8667 0.073 0.017 0.000 0.148 0.8833 0.073 0.017 0.000 0.148 0.9000 0.073 0.017 0.000 0.148 0.9167 0.073 0.017 0.000 0.148 0.9333 0.073 0.017 0.000 0.148 0.9500 0.073 0.018 0.000 0.148 0.9667 0.073 0.018 0.000 0.148 0.9833 0.073 0.018 0.000 0.148 1.0000 0.073 0.018 0.000 0.148 1.0167 0.073 0.018 0.000 0.148 1.0333 0.073 0.018 0.000 0.148 1.0500 0.073 0.020 0.000 0.148 1.0667 0.073 0.021 0.035 0.148 1.0833 0.073 0.022 0.101 0.148 1.1000 0.073 0.023 0.186 0.148 1.1167 0.073 0.025 0.286 0.148 1.1333 0.073 0.026 0.400 0.148 1.1500 0.073 0.027 0.526 0.148 1.1667 0.073 0.028 0.663 0.148 1.1833 0.073 0.029 0.810 0.148 1.2000 0.073 0.031 0.967 0.148 1.2167 0.073 0.032 1.132 0.148 1.2333 0.073 0.033 1.307 0.148 1.2500 0.073 0.034 1.489 0.148 1.2667 0.073 0.036 1.679 0.148 1.2833 0.073 0.037 1.876 0.148 1.3000 0.073 0.038 2.081 0.148 1.3167 0.073 0.039 2.292 0.148 1.3333 0.073 0.041 2.511 0.148 1.3500 0.073 0.042 2.735 0.148 1.3667 0.073 0.043 2.967 0.148 1.3833 0.073 0.044 3.204 0.148 1.4000 0.073 0.045 3.447 0.148 1.4167 0.073 0.047 3.696 0.148 1.4333 0.073 0.048 3.951 0.148 1.4500 0.073 0.049 4.212 0.148 1.4667 0.073 0.050 4.478 0.148 Roundabout - TDA 1/18/2022 10:56:29 AM Page 12 1.4833 0.073 0.052 4.749 0.148 1.5000 0.073 0.053 5.026 0.148 Roundabout - TDA 1/18/2022 10:56:29 AM Page 13 CAVFS 2 CAVFS Length: 320.00 ft. CAVFS Width: 6.00 ft. Gravel thickness: 0.5 ft. Material thickness of CAVFS layer: 0.67 ft. Slope of CAVFS layer: 5.33333333333333E-02 ft. Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 84.628 Total Volume Through Riser (ac-ft.): 0.53 Total Volume Through Facility (ac-ft.): 85.448 Percent Infiltrated: 99.04 Total Precip Applied to Facility: 1.05 Total Evap From Facility: 0.698 Outlet Control Overflow Height: 0.5 ft. Overflow width: 160 in. Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 1 CAVFS Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.0049 0.0000 0.0000 0.0000 0.0797 0.0049 0.0002 0.0000 0.0000 0.1593 0.0049 0.0003 0.0000 0.0000 0.2390 0.0049 0.0005 0.0000 0.0000 0.3187 0.0049 0.0007 0.0000 0.0000 0.3984 0.0049 0.0008 0.0000 0.0000 0.4780 0.0049 0.0010 0.0000 0.0000 0.5577 0.0049 0.0011 0.0000 0.0000 0.6374 0.0049 0.0013 0.0000 0.0000 0.7170 0.0049 0.0014 0.0000 0.0000 0.7967 0.0049 0.0016 0.0000 0.0000 0.8764 0.0049 0.0018 0.0000 0.0000 0.9560 0.0049 0.0019 0.0000 0.0000 1.0357 0.0049 0.0021 0.0000 0.0000 1.1154 0.0049 0.0022 0.0000 0.0000 1.1951 0.0049 0.0024 0.0000 0.0000 1.2747 0.0049 0.0025 0.0000 0.0000 1.3544 0.0049 0.0027 0.0000 0.0000 1.4341 0.0049 0.0028 0.0000 0.0000 1.5137 0.0049 0.0030 0.0000 0.0000 1.5934 0.0049 0.0031 0.0000 0.0000 1.6731 0.0049 0.0033 0.0000 0.0000 1.7527 0.0049 0.0035 0.0000 0.0000 1.8324 0.0049 0.0036 0.0002 0.0963 1.9121 0.0049 0.0038 0.0003 0.0963 1.9918 0.0049 0.0039 0.0003 0.0963 2.0714 0.0049 0.0041 0.0004 0.0963 2.1511 0.0049 0.0042 0.0004 0.0963 2.2308 0.0049 0.0044 0.0005 0.0963 2.3104 0.0049 0.0045 0.0006 0.0963 2.3901 0.0049 0.0047 0.0007 0.0963 2.4698 0.0049 0.0048 0.0008 0.0963 Roundabout - TDA 1/18/2022 10:56:29 AM Page 14 2.5495 0.0049 0.0050 0.0009 0.0963 2.6291 0.0049 0.0052 0.0010 0.0963 2.7088 0.0049 0.0053 0.0011 0.0963 2.7885 0.0049 0.0055 0.0013 0.0963 2.8681 0.0049 0.0056 0.0014 0.0963 2.9478 0.0049 0.0058 0.0015 0.0963 3.0275 0.0049 0.0059 0.0017 0.0963 3.1071 0.0049 0.0061 0.0018 0.0963 3.1868 0.0049 0.0062 0.0020 0.0963 3.2665 0.0049 0.0064 0.0022 0.0963 3.3462 0.0049 0.0066 0.0024 0.0963 3.4258 0.0049 0.0067 0.0026 0.0963 3.5055 0.0049 0.0069 0.0028 0.0963 3.5852 0.0049 0.0070 0.0030 0.0963 3.6648 0.0049 0.0072 0.0032 0.0963 3.7445 0.0049 0.0073 0.0034 0.0963 3.8242 0.0049 0.0075 0.0037 0.0963 3.9038 0.0049 0.0076 0.0039 0.0963 3.9835 0.0049 0.0078 0.0042 0.0963 4.0632 0.0049 0.0079 0.0045 0.0963 4.1429 0.0049 0.0081 0.0047 0.0963 4.2225 0.0049 0.0083 0.0050 0.0963 4.3022 0.0049 0.0084 0.0053 0.0963 4.3819 0.0049 0.0086 0.0056 0.0963 4.4615 0.0049 0.0087 0.0060 0.0963 4.5412 0.0049 0.0089 0.0063 0.0963 4.6209 0.0049 0.0090 0.0066 0.0963 4.7005 0.0049 0.0092 0.0070 0.0963 4.7802 0.0049 0.0093 0.0074 0.0963 4.8599 0.0049 0.0095 0.0077 0.0963 4.9396 0.0049 0.0097 0.0081 0.0963 5.0192 0.0049 0.0098 0.0085 0.0963 5.0989 0.0049 0.0100 0.0089 0.0963 5.1786 0.0049 0.0101 0.0093 0.0963 5.2582 0.0049 0.0103 0.0098 0.0963 5.3379 0.0049 0.0104 0.0102 0.0963 5.4176 0.0049 0.0106 0.0107 0.0963 5.4973 0.0049 0.0107 0.0112 0.0963 5.5769 0.0049 0.0109 0.0116 0.0963 5.6566 0.0049 0.0110 0.0121 0.0963 5.7363 0.0049 0.0112 0.0127 0.0963 5.8159 0.0049 0.0114 0.0132 0.0963 5.8956 0.0049 0.0115 0.0137 0.0963 5.9753 0.0049 0.0117 0.0143 0.0963 6.0549 0.0049 0.0118 0.0148 0.0963 6.1346 0.0049 0.0120 0.0154 0.0963 6.2143 0.0049 0.0121 0.0161 0.0963 6.2940 0.0049 0.0123 0.0167 0.0963 6.3736 0.0049 0.0124 0.0174 0.0963 6.4533 0.0049 0.0126 0.0181 0.0963 6.5000 0.0049 0.0127 0.0468 0.0963 CAVFS Hydraulic Table Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)Infilt(cfs) 6.5000 0.0049 0.0127 0.0000 0.1431 0.0000 6.5797 0.0049 0.0131 0.0000 0.1431 0.0000 6.6593 0.0049 0.0135 0.0000 0.1431 0.0000 6.7390 0.0049 0.0139 0.0000 0.1431 0.0000 Roundabout - TDA 1/18/2022 10:56:29 AM Page 15 6.8187 0.0049 0.0143 0.0000 0.1431 0.0000 6.8984 0.0049 0.0146 0.0000 0.1431 0.0000 6.9780 0.0049 0.0150 0.0000 0.1431 0.0000 7.0577 0.0049 0.0154 0.0000 0.1431 0.0000 7.1374 0.0049 0.0158 0.0000 0.1431 0.0000 7.2170 0.0049 0.0162 0.0000 0.1431 0.0000 7.2500 0.0049 0.0164 0.0000 0.1431 0.0000 Roundabout - TDA 1/18/2022 10:56:29 AM Page 16 CAVFS 2 Surface 2 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 1CAVFS 2 Roundabout - TDA 1/18/2022 10:56:29 AM Page 17 Analysis Results POC 1 POC #1 was not reported because POC must exist in both scenarios and both scenarios must have been run. Roundabout - TDA 1/18/2022 10:56:29 AM Page 18 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. Roundabout - TDA 1/18/2022 10:56:29 AM Page 19 Appendix Predeveloped Schematic Roundabout - TDA 1/18/2022 10:56:29 AM Page 20 Mitigated Schematic Roundabout - TDA 1/18/2022 10:56:30 AM Page 21 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 Roundabout - TDA.wdm MESSU 25 PreRoundabout - TDA.MES 27 PreRoundabout - TDA.L61 28 PreRoundabout - TDA.L62 END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 7 IMPLND 1 PERLND 38 IMPLND 17 GENER 2 RCHRES 1 RCHRES 2 IMPLND 16 RCHRES 3 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** 2 24 END OPCODE PARM # # K *** 2 0. END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 7 A/B, Lawn, Flat 1 1 1 1 27 0 38 A/B, Forest, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 7 0 0 1 0 0 0 0 0 0 0 0 0 38 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY Roundabout - TDA 1/18/2022 10:56:32 AM Page 22 PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 38 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 7 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 7 0 5 0.8 400 0.05 0.3 0.996 38 0 5 2 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 7 0 0 2 2 0 0 0 38 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 7 0.1 0.5 0.25 0 0.7 0.25 38 0.2 0.5 0.35 0 0.7 0.7 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 7 0 0 0 0 3 1 0 38 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 17 ROADS/FLAT LAT 1 1 1 27 0 16 Porous Pavement 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 17 0 0 1 0 0 0 16 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 17 0 0 4 0 0 0 1 9 16 0 0 4 0 0 0 1 9 Roundabout - TDA 1/18/2022 10:56:32 AM Page 23 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 17 0 0 0 0 0 16 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 17 400 0.01 0.1 0.1 16 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 17 0 0 16 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 17 0 0 16 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 2*** PERLND 7 0.03 RCHRES 1 2 PERLND 7 0.03 RCHRES 1 3 IMPLND 1 0.6 RCHRES 1 5 IMPLND 16 0.0735 RCHRES 3 5 Lateral Basin 1*** PERLND 38 2.0419 IMPLND 16 54 PERLND 38 2.0419 IMPLND 16 55 Lateral I Basin 1*** IMPLND 17 6.8062 IMPLND 16 53 ******Routing****** RCHRES 1 1 RCHRES 2 8 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** GENER 2 OUTPUT TIMSER .0011111 RCHRES 1 EXTNL OUTDGT 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** Roundabout - TDA 1/18/2022 10:56:32 AM Page 24 1 Surface retentio-007 2 1 1 1 28 0 1 2 Bioretention 1 2 1 1 1 28 0 1 3 Permeable Paveme-008 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 2 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.0 0.0 2 2 0.06 0.0 0.0 0.0 0.0 3 3 0.06 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS *** User-Defined Variable Quantity Lines *** addr *** <------> *** kwd varnam optyp opn vari s1 s2 s3 tp multiply lc ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vol2 RCHRES 2 VOL 4 UVQUAN v2m2 GLOBAL WORKSP 1 3 UVQUAN vpo2 GLOBAL WORKSP 2 3 UVQUAN v2d2 GENER 2 K 1 3 *** User-Defined Target Variable Names *** addr or addr or *** <------> <------> *** kwd varnam ct vari s1 s2 s3 frac oper vari s1 s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> <--> UVNAME v2m2 1 WORKSP 1 1.0 QUAN UVNAME vpo2 1 WORKSP 2 1.0 QUAN UVNAME v2d2 1 K 1 1.0 QUAN *** opt foplop dcdts yr mo dy hr mn d t vnam s1 s2 s3 ac quantity tc ts rp <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> <> <-><-> Roundabout - TDA 1/18/2022 10:56:32 AM Page 25 GENER 2 v2m2 = 3469.16 *** Compute remaining available pore space GENER 2 vpo2 = v2m2 GENER 2 vpo2 -= vol2 *** Check to see if VPORA goes negative; if so set VPORA = 0.0 IF (vpo2 < 0.0) THEN GENER 2 vpo2 = 0.0 END IF *** Infiltration volume GENER 2 v2d2 = vpo2 END SPEC-ACTIONS FTABLES FTABLE 2 62 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.147865 0.000000 0.000000 0.000000 0.024725 0.147052 0.000863 0.000000 0.000000 0.049451 0.145834 0.001739 0.000000 0.000000 0.074176 0.144617 0.002629 0.000000 0.000000 0.098901 0.143401 0.003531 0.000000 0.000000 0.123626 0.142186 0.004447 0.000000 0.000000 0.148352 0.140972 0.005376 0.000000 0.000126 0.173077 0.139759 0.006317 0.000000 0.001248 0.197802 0.138547 0.007273 0.000000 0.001699 0.222527 0.137336 0.008241 0.000000 0.002235 0.247253 0.136126 0.009222 0.000000 0.002859 0.271978 0.134917 0.010217 0.000000 0.003578 0.296703 0.133709 0.011225 0.000000 0.004394 0.321429 0.132502 0.012246 0.000000 0.005312 0.346154 0.131296 0.013280 0.000000 0.006337 0.370879 0.130092 0.014328 0.000000 0.007473 0.395604 0.128888 0.015389 0.000000 0.008722 0.420330 0.127685 0.016463 0.000000 0.010089 0.445055 0.126483 0.017551 0.000000 0.011578 0.469780 0.125282 0.018651 0.000000 0.013191 0.494505 0.124082 0.019765 0.000000 0.014933 0.519231 0.122883 0.020893 0.000000 0.016807 0.543956 0.121685 0.022033 0.000000 0.018816 0.568681 0.120489 0.023188 0.000000 0.020963 0.593407 0.119293 0.024355 0.000000 0.023251 0.618132 0.118098 0.025536 0.000000 0.025683 0.642857 0.116904 0.026730 0.000000 0.028262 0.667582 0.115711 0.027937 0.000000 0.030992 0.692308 0.114520 0.029158 0.000000 0.033874 0.717033 0.113329 0.030393 0.000000 0.036913 0.741758 0.112139 0.031641 0.000000 0.040110 0.766484 0.110950 0.032902 0.000000 0.043468 0.791209 0.109763 0.034176 0.000000 0.046990 0.815934 0.108576 0.035465 0.000000 0.050678 0.840659 0.107390 0.036766 0.000000 0.054535 0.865385 0.106205 0.038081 0.000000 0.058564 0.890110 0.105022 0.039410 0.000000 0.062767 0.914835 0.103839 0.040752 0.000000 0.067145 0.939560 0.102657 0.042107 0.000000 0.071703 0.964286 0.101477 0.043477 0.000000 0.076441 0.989011 0.100297 0.044859 0.000000 0.081363 1.013736 0.099118 0.046255 0.000000 0.086470 1.038462 0.097941 0.047665 0.000000 0.091765 1.063187 0.096764 0.049089 0.000000 0.097249 1.087912 0.095588 0.050525 0.000000 0.102925 1.112637 0.094414 0.051976 0.000000 0.108794 1.137363 0.093240 0.053440 0.000000 0.114859 1.162088 0.092068 0.054918 0.000000 0.121121 1.186813 0.090896 0.056409 0.000000 0.127583 1.211538 0.089726 0.057914 0.000000 0.134245 1.236264 0.088556 0.059433 0.000000 0.141109 1.260989 0.087387 0.060965 0.000000 0.148176 1.285714 0.086220 0.062511 0.000000 0.152778 1.310440 0.085053 0.064071 0.000000 0.152778 Roundabout - TDA 1/18/2022 10:56:32 AM Page 26 1.335165 0.083888 0.065644 0.000000 0.152778 1.359890 0.082723 0.067231 0.000000 0.152778 1.384615 0.081560 0.068832 0.000000 0.152778 1.409341 0.080397 0.070447 0.000000 0.152778 1.434066 0.079236 0.072075 0.000000 0.152778 1.458791 0.078075 0.073717 0.000000 0.152778 1.483516 0.076916 0.075373 0.000000 0.152778 1.500000 0.075758 0.079641 0.000000 0.152778 END FTABLE 2 FTABLE 1 32 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.075758 0.000000 0.000000 0.000000 0.024725 0.149085 0.003671 0.000000 0.229167 0.049451 0.150306 0.007372 0.000000 0.236722 0.074176 0.151527 0.011104 0.000000 0.240499 0.098901 0.152750 0.014865 0.000000 0.244277 0.123626 0.153974 0.018657 0.000000 0.248054 0.148352 0.155199 0.022480 0.000000 0.251832 0.173077 0.156424 0.026332 0.000000 0.255609 0.197802 0.157651 0.030215 0.000000 0.259387 0.222527 0.158879 0.034128 0.000000 0.263164 0.247253 0.160108 0.038072 0.000000 0.266942 0.271978 0.161338 0.042045 0.069173 0.267361 0.296703 0.162569 0.046050 0.214157 0.267361 0.321429 0.163800 0.050085 0.404863 0.267361 0.346154 0.165033 0.054150 0.632006 0.267361 0.370879 0.166267 0.058246 0.890240 0.267361 0.395604 0.167502 0.062372 1.175834 0.267361 0.420330 0.168738 0.066529 1.485864 0.267361 0.445055 0.169975 0.070716 1.817846 0.267361 0.469780 0.171213 0.074934 2.169538 0.267361 0.494505 0.172452 0.079183 2.538826 0.267361 0.519231 0.173692 0.083462 2.923656 0.267361 0.543956 0.174933 0.087772 3.321994 0.267361 0.568681 0.176175 0.092112 3.731796 0.267361 0.593407 0.177418 0.096484 4.150999 0.267361 0.618132 0.178662 0.100886 4.577511 0.267361 0.642857 0.179907 0.105319 5.009215 0.267361 0.667582 0.181153 0.109782 5.443969 0.267361 0.692308 0.182400 0.114277 5.879618 0.267361 0.717033 0.183648 0.118802 6.314008 0.267361 0.741758 0.184897 0.123358 6.744993 0.267361 0.750000 0.185313 0.124884 7.170460 0.267361 END FTABLE 1 FTABLE 3 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.073462 0.000000 0.000000 0.000000 0.016667 0.073462 0.000367 0.000000 0.148148 0.033333 0.073462 0.000735 0.000000 0.148148 0.050000 0.073462 0.001102 0.000000 0.148148 0.066667 0.073462 0.001469 0.000000 0.148148 0.083333 0.073462 0.001837 0.000000 0.148148 0.100000 0.073462 0.002204 0.000000 0.148148 0.116667 0.073462 0.002571 0.000000 0.148148 0.133333 0.073462 0.002938 0.000000 0.148148 0.150000 0.073462 0.003306 0.000000 0.148148 0.166667 0.073462 0.003673 0.000000 0.148148 0.183333 0.073462 0.004040 0.000000 0.148148 0.200000 0.073462 0.004408 0.000000 0.148148 0.216667 0.073462 0.004775 0.000000 0.148148 0.233333 0.073462 0.005142 0.000000 0.148148 0.250000 0.073462 0.005510 0.000000 0.148148 0.266667 0.073462 0.005877 0.000000 0.148148 0.283333 0.073462 0.006244 0.000000 0.148148 0.300000 0.073462 0.006612 0.000000 0.148148 0.316667 0.073462 0.006979 0.000000 0.148148 Roundabout - TDA 1/18/2022 10:56:32 AM Page 27 0.333333 0.073462 0.007346 0.000000 0.148148 0.350000 0.073462 0.007713 0.000000 0.148148 0.366667 0.073462 0.008081 0.000000 0.148148 0.383333 0.073462 0.008448 0.000000 0.148148 0.400000 0.073462 0.008815 0.000000 0.148148 0.416667 0.073462 0.009183 0.000000 0.148148 0.433333 0.073462 0.009550 0.000000 0.148148 0.450000 0.073462 0.009917 0.000000 0.148148 0.466667 0.073462 0.010285 0.000000 0.148148 0.483333 0.073462 0.010652 0.000000 0.148148 0.500000 0.073462 0.011019 0.000000 0.148148 0.516667 0.073462 0.011387 0.000000 0.148148 0.533333 0.073462 0.011754 0.000000 0.148148 0.550000 0.073462 0.012121 0.000000 0.148148 0.566667 0.073462 0.012489 0.000000 0.148148 0.583333 0.073462 0.012856 0.000000 0.148148 0.600000 0.073462 0.013223 0.000000 0.148148 0.616667 0.073462 0.013590 0.000000 0.148148 0.633333 0.073462 0.013958 0.000000 0.148148 0.650000 0.073462 0.014325 0.000000 0.148148 0.666667 0.073462 0.014692 0.000000 0.148148 0.683333 0.073462 0.015060 0.000000 0.148148 0.700000 0.073462 0.015427 0.000000 0.148148 0.716667 0.073462 0.015794 0.000000 0.148148 0.733333 0.073462 0.016162 0.000000 0.148148 0.750000 0.073462 0.016529 0.000000 0.148148 0.766667 0.073462 0.016896 0.000000 0.148148 0.783333 0.073462 0.017264 0.000000 0.148148 0.800000 0.073462 0.017631 0.000000 0.148148 0.816667 0.073462 0.017998 0.000000 0.148148 0.833333 0.073462 0.018365 0.000000 0.148148 0.850000 0.073462 0.018733 0.000000 0.148148 0.866667 0.073462 0.019100 0.000000 0.148148 0.883333 0.073462 0.019467 0.000000 0.148148 0.900000 0.073462 0.019835 0.000000 0.148148 0.916667 0.073462 0.020202 0.000000 0.148148 0.933333 0.073462 0.020569 0.000000 0.148148 0.950000 0.073462 0.020937 0.000000 0.148148 0.966667 0.073462 0.021304 0.000000 0.148148 0.983333 0.073462 0.021671 0.000000 0.148148 1.000000 0.073462 0.022039 0.000000 0.148148 1.016667 0.073462 0.022406 0.000000 0.148148 1.033333 0.073462 0.022773 0.000000 0.148148 1.050000 0.073462 0.023140 0.000000 0.148148 1.066667 0.073462 0.023508 0.000000 0.148148 1.083333 0.073462 0.023875 0.000000 0.148148 1.100000 0.073462 0.024242 0.000000 0.148148 1.116667 0.073462 0.024610 0.000000 0.148148 1.133333 0.073462 0.024977 0.000000 0.148148 1.150000 0.073462 0.025344 0.000000 0.148148 1.166667 0.073462 0.025712 0.000000 0.148148 1.183333 0.073462 0.026079 0.000000 0.148148 1.200000 0.073462 0.026446 0.000000 0.148148 1.216667 0.073462 0.026814 0.000000 0.148148 1.233333 0.073462 0.027181 0.000000 0.148148 1.250000 0.073462 0.027548 0.000000 0.148148 1.266667 0.073462 0.027916 0.000000 0.148148 1.283333 0.073462 0.028283 0.000000 0.148148 1.300000 0.073462 0.028650 0.000000 0.148148 1.316667 0.073462 0.029017 0.000000 0.148148 1.333333 0.073462 0.029385 0.000000 0.148148 1.350000 0.073462 0.029752 0.000000 0.148148 1.366667 0.073462 0.030119 0.000000 0.148148 1.383333 0.073462 0.030487 0.000000 0.148148 1.400000 0.073462 0.030854 0.000000 0.148148 1.416667 0.073462 0.031221 0.000000 0.148148 1.433333 0.073462 0.031589 0.000000 0.148148 1.450000 0.073462 0.031956 0.000000 0.148148 1.466667 0.073462 0.032323 0.000000 0.148148 1.483333 0.073462 0.032691 0.000000 0.148148 Roundabout - TDA 1/18/2022 10:56:32 AM Page 28 1.500000 0.073462 0.033058 0.000000 0.148148 END FTABLE 3 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP WDM 2 PREC ENGL 1.2 RCHRES 1 EXTNL PREC WDM 1 EVAP ENGL 0.5 RCHRES 1 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 2 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 3 EXTNL POTEV END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 8 RCHRES OFLOW OVOL 2 RCHRES INFLOW IVOL END MASS-LINK 8 MASS-LINK 53 IMPLND IWATER SURO IMPLND EXTNL SURLI END MASS-LINK 53 MASS-LINK 54 PERLND PWATER SURO IMPLND EXTNL SURLI END MASS-LINK 54 MASS-LINK 55 PERLND PWATER IFWO IMPLND EXTNL SURLI END MASS-LINK 55 END MASS-LINK END RUN Roundabout - TDA 1/18/2022 10:56:32 AM Page 29 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 Roundabout - TDA.wdm MESSU 25 MitRoundabout - TDA.MES 27 MitRoundabout - TDA.L61 28 MitRoundabout - TDA.L62 30 POCRoundabout - TDA1.dat END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 7 IMPLND 1 GENER 2 RCHRES 1 RCHRES 2 GENER 4 RCHRES 3 RCHRES 4 IMPLND 19 RCHRES 5 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND 1 TDA #4 MAX 1 2 30 9 END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** 2 24 4 24 END OPCODE PARM # # K *** 2 0. 4 0. END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 7 A/B, Lawn, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** Roundabout - TDA 1/18/2022 10:56:32 AM Page 30 ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 7 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 7 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 7 0 5 0.8 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 7 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 7 0.1 0.5 0.25 0 0.7 0.25 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 7 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 19 Porous Pavement 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 19 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 19 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 Roundabout - TDA 1/18/2022 10:56:32 AM Page 31 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 19 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 19 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 19 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 19 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** TDA #3*** PERLND 7 0.03 RCHRES 1 2 PERLND 7 0.03 RCHRES 1 3 IMPLND 1 0.6 RCHRES 1 5 TDA #4*** PERLND 7 0.27 RCHRES 3 2 PERLND 7 0.27 RCHRES 3 3 IMPLND 1 0.44 RCHRES 3 5 IMPLND 19 0.0735 RCHRES 5 5 TDA #4*** PERLND 7 0.27 COPY 501 12 PERLND 7 0.27 COPY 501 13 IMPLND 1 0.44 COPY 501 15 ******Routing****** RCHRES 1 1 RCHRES 2 8 RCHRES 4 IMPLND 19 71 RCHRES 3 IMPLND 19 71 RCHRES 3 1 RCHRES 4 8 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 1 1 48.4 DISPLY 1 INPUT TIMSER 1 GENER 2 OUTPUT TIMSER .0011111 RCHRES 1 EXTNL OUTDGT 1 GENER 4 OUTPUT TIMSER .0011111 RCHRES 3 EXTNL OUTDGT 1 <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** Roundabout - TDA 1/18/2022 10:56:32 AM Page 32 in out *** 1 Surface retentio-014 2 1 1 1 28 0 1 2 Bioretention 1 2 1 1 1 28 0 1 3 CAVFS 2 Surface-021 3 1 1 1 28 0 1 4 CAVFS 2 2 1 1 1 28 0 1 5 Permeable Paveme-017 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 0 1 9 4 4 0 0 0 0 0 0 0 0 0 1 9 5 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 0 0 0 0 1 0 0 0 2 1 2 2 2 2 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 6 0 0 0 1 0 0 0 2 1 2 2 2 4 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 5 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.0 0.0 2 2 0.06 0.0 0.0 0.0 0.0 3 3 0.01 0.0 0.0 0.0 0.0 4 4 0.06 0.0 0.0 0.0 0.0 5 5 0.06 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0 4.0 5.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS *** User-Defined Variable Quantity Lines *** addr *** <------> *** kwd varnam optyp opn vari s1 s2 s3 tp multiply lc ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vol2 RCHRES 2 VOL 4 Roundabout - TDA 1/18/2022 10:56:32 AM Page 33 UVQUAN v2m2 GLOBAL WORKSP 1 3 UVQUAN vpo2 GLOBAL WORKSP 2 3 UVQUAN v2d2 GENER 2 K 1 3 *** User-Defined Variable Quantity Lines *** addr *** <------> *** kwd varnam optyp opn vari s1 s2 s3 tp multiply lc ls ac as agfn *** <****> <----> <----> <-> <----><-><-><-><-><--------> <><-> <><-> <--> *** UVQUAN vol4 RCHRES 4 VOL 4 UVQUAN v2m4 GLOBAL WORKSP 3 3 UVQUAN vpo4 GLOBAL WORKSP 4 3 UVQUAN v2d4 GENER 4 K 1 3 *** User-Defined Target Variable Names *** addr or addr or *** <------> <------> *** kwd varnam ct vari s1 s2 s3 frac oper vari s1 s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> <--> UVNAME v2m2 1 WORKSP 1 1.0 QUAN UVNAME vpo2 1 WORKSP 2 1.0 QUAN UVNAME v2d2 1 K 1 1.0 QUAN *** User-Defined Target Variable Names *** addr or addr or *** <------> <------> *** kwd varnam ct vari s1 s2 s3 frac oper vari s1 s2 s3 frac oper <****> <----><-> <----><-><-><-> <---> <--> <----><-><-><-> <---> <--> UVNAME v2m4 1 WORKSP 3 1.0 QUAN UVNAME vpo4 1 WORKSP 4 1.0 QUAN UVNAME v2d4 1 K 1 1.0 QUAN *** opt foplop dcdts yr mo dy hr mn d t vnam s1 s2 s3 ac quantity tc ts rp <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> <> <-><-> GENER 2 v2m2 = 3833.4 *** Compute remaining available pore space GENER 2 vpo2 = v2m2 GENER 2 vpo2 -= vol2 *** Check to see if VPORA goes negative; if so set VPORA = 0.0 IF (vpo2 < 0.0) THEN GENER 2 vpo2 = 0.0 END IF *** Infiltration volume GENER 2 v2d2 = vpo2 *** opt foplop dcdts yr mo dy hr mn d t vnam s1 s2 s3 ac quantity tc ts rp <****><-><--><><-><--> <> <> <> <><><> <----><-><-><-><-><--------> <> <-><-> GENER 4 v2m4 = 681.28 *** Compute remaining available pore space GENER 4 vpo4 = v2m4 GENER 4 vpo4 -= vol4 *** Check to see if VPORA goes negative; if so set VPORA = 0.0 IF (vpo4 < 0.0) THEN GENER 4 vpo4 = 0.0 END IF *** Infiltration volume GENER 4 v2d4 = vpo4 END SPEC-ACTIONS FTABLES FTABLE 2 62 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.172727 0.000000 0.000000 0.000000 0.024725 0.171626 0.000865 0.000000 0.000000 0.049451 0.169975 0.001748 0.000000 0.000000 0.074176 0.168326 0.002648 0.000000 0.000000 0.098901 0.166679 0.003566 0.000000 0.000000 0.123626 0.165033 0.004502 0.000000 0.000000 0.148352 0.163390 0.005454 0.000000 0.000503 0.173077 0.161748 0.006425 0.000000 0.004994 0.197802 0.160108 0.007413 0.000000 0.006798 0.222527 0.158470 0.008419 0.000000 0.008939 0.247253 0.156833 0.009442 0.000000 0.011438 0.271978 0.155199 0.010483 0.000000 0.014310 Roundabout - TDA 1/18/2022 10:56:32 AM Page 34 0.296703 0.153566 0.011542 0.000000 0.017575 0.321429 0.151935 0.012618 0.000000 0.021250 0.346154 0.150306 0.013712 0.000000 0.025349 0.370879 0.148678 0.014824 0.000000 0.029890 0.395604 0.147052 0.015954 0.000000 0.034888 0.420330 0.145429 0.017101 0.000000 0.040357 0.445055 0.143807 0.018266 0.000000 0.046311 0.469780 0.142186 0.019449 0.000000 0.052766 0.494505 0.140568 0.020650 0.000000 0.059734 0.519231 0.138951 0.021869 0.000000 0.067229 0.543956 0.137336 0.023105 0.000000 0.075263 0.568681 0.135723 0.024360 0.000000 0.083850 0.593407 0.134112 0.025632 0.000000 0.093002 0.618132 0.132502 0.026923 0.000000 0.102731 0.642857 0.130895 0.028231 0.000000 0.113049 0.667582 0.129289 0.029557 0.000000 0.123968 0.692308 0.127685 0.030902 0.000000 0.135498 0.717033 0.126082 0.032264 0.000000 0.147651 0.741758 0.124482 0.033644 0.000000 0.152778 0.766484 0.122883 0.035043 0.000000 0.152778 0.791209 0.121286 0.036459 0.000000 0.152778 0.815934 0.119691 0.037894 0.000000 0.152778 0.840659 0.118098 0.039347 0.000000 0.152778 0.865385 0.116506 0.040818 0.000000 0.152778 0.890110 0.114917 0.042307 0.000000 0.152778 0.914835 0.113329 0.043814 0.000000 0.152778 0.939560 0.111743 0.045340 0.000000 0.152778 0.964286 0.110158 0.046883 0.000000 0.152778 0.989011 0.108576 0.048445 0.000000 0.152778 1.013736 0.106995 0.050026 0.000000 0.152778 1.038462 0.105416 0.051624 0.000000 0.152778 1.063187 0.103839 0.053241 0.000000 0.152778 1.087912 0.102264 0.054876 0.000000 0.152778 1.112637 0.100690 0.056530 0.000000 0.152778 1.137363 0.099118 0.058202 0.000000 0.152778 1.162088 0.097548 0.059892 0.000000 0.152778 1.186813 0.095980 0.061601 0.000000 0.152778 1.211538 0.094414 0.063328 0.000000 0.152778 1.236264 0.092849 0.065073 0.000000 0.152778 1.260989 0.091287 0.066837 0.000000 0.152778 1.285714 0.089726 0.068620 0.000000 0.152778 1.310440 0.088166 0.070421 0.000000 0.152778 1.335165 0.086609 0.072241 0.000000 0.152778 1.359890 0.085053 0.074079 0.000000 0.152778 1.384615 0.083500 0.075935 0.000000 0.152778 1.409341 0.081948 0.077811 0.000000 0.152778 1.434066 0.080397 0.079705 0.000000 0.152778 1.458791 0.078849 0.081617 0.000000 0.152778 1.483516 0.077302 0.083548 0.000000 0.152778 1.500000 0.075758 0.088003 0.000000 0.152778 END FTABLE 2 FTABLE 1 32 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.075758 0.000000 0.000000 0.000000 0.024725 0.174381 0.004291 0.000000 0.916667 0.049451 0.176037 0.008623 0.000000 0.946887 0.074176 0.177694 0.012996 0.000000 0.961997 0.098901 0.179353 0.017410 0.000000 0.977107 0.123626 0.181014 0.021865 0.000000 0.992217 0.148352 0.182677 0.026362 0.000000 1.007327 0.173077 0.184342 0.030899 0.000000 1.022437 0.197802 0.186008 0.035477 0.000000 1.037547 0.222527 0.187676 0.040097 0.000000 1.052657 0.247253 0.189346 0.044758 0.000000 1.067766 0.271978 0.191018 0.049460 0.069173 1.069445 0.296703 0.192691 0.054204 0.214157 1.069445 0.321429 0.194367 0.058989 0.404863 1.069445 0.346154 0.196044 0.063816 0.632006 1.069445 Roundabout - TDA 1/18/2022 10:56:32 AM Page 35 0.370879 0.197723 0.068684 0.890240 1.069445 0.395604 0.199403 0.073593 1.175834 1.069445 0.420330 0.201086 0.078544 1.485864 1.069445 0.445055 0.202770 0.083537 1.817846 1.069445 0.469780 0.204456 0.088571 2.169538 1.069445 0.494505 0.206144 0.093648 2.538826 1.069445 0.519231 0.207834 0.098765 2.923656 1.069445 0.543956 0.209526 0.103925 3.321994 1.069445 0.568681 0.211219 0.109127 3.731796 1.069445 0.593407 0.212914 0.114370 4.150999 1.069445 0.618132 0.214611 0.119655 4.577511 1.069445 0.642857 0.216310 0.124983 5.009215 1.069445 0.667582 0.218010 0.130352 5.443969 1.069445 0.692308 0.219712 0.135763 5.879618 1.069445 0.717033 0.221417 0.141217 6.314008 1.069445 0.741758 0.223122 0.146713 6.744993 1.069445 0.750000 0.223691 0.148554 7.170460 1.069445 END FTABLE 1 FTABLE 5 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.073462 0.000000 0.000000 0.000000 0.016667 0.073462 0.000367 0.000000 0.148148 0.033333 0.073462 0.000735 0.000000 0.148148 0.050000 0.073462 0.001102 0.000000 0.148148 0.066667 0.073462 0.001469 0.000000 0.148148 0.083333 0.073462 0.001837 0.000000 0.148148 0.100000 0.073462 0.002204 0.000000 0.148148 0.116667 0.073462 0.002571 0.000000 0.148148 0.133333 0.073462 0.002938 0.000000 0.148148 0.150000 0.073462 0.003306 0.000000 0.148148 0.166667 0.073462 0.003673 0.000000 0.148148 0.183333 0.073462 0.004040 0.000000 0.148148 0.200000 0.073462 0.004408 0.000000 0.148148 0.216667 0.073462 0.004775 0.000000 0.148148 0.233333 0.073462 0.005142 0.000000 0.148148 0.250000 0.073462 0.005510 0.000000 0.148148 0.266667 0.073462 0.005877 0.000000 0.148148 0.283333 0.073462 0.006244 0.000000 0.148148 0.300000 0.073462 0.006612 0.000000 0.148148 0.316667 0.073462 0.006979 0.000000 0.148148 0.333333 0.073462 0.007346 0.000000 0.148148 0.350000 0.073462 0.007713 0.000000 0.148148 0.366667 0.073462 0.008081 0.000000 0.148148 0.383333 0.073462 0.008448 0.000000 0.148148 0.400000 0.073462 0.008815 0.000000 0.148148 0.416667 0.073462 0.009183 0.000000 0.148148 0.433333 0.073462 0.009550 0.000000 0.148148 0.450000 0.073462 0.009917 0.000000 0.148148 0.466667 0.073462 0.010285 0.000000 0.148148 0.483333 0.073462 0.010652 0.000000 0.148148 0.500000 0.073462 0.011019 0.000000 0.148148 0.516667 0.073462 0.011387 0.000000 0.148148 0.533333 0.073462 0.011754 0.000000 0.148148 0.550000 0.073462 0.012121 0.000000 0.148148 0.566667 0.073462 0.012489 0.000000 0.148148 0.583333 0.073462 0.012856 0.000000 0.148148 0.600000 0.073462 0.013223 0.000000 0.148148 0.616667 0.073462 0.013590 0.000000 0.148148 0.633333 0.073462 0.013958 0.000000 0.148148 0.650000 0.073462 0.014325 0.000000 0.148148 0.666667 0.073462 0.014692 0.000000 0.148148 0.683333 0.073462 0.015060 0.000000 0.148148 0.700000 0.073462 0.015243 0.000000 0.148148 0.716667 0.073462 0.015427 0.000000 0.148148 0.733333 0.073462 0.015611 0.000000 0.148148 0.750000 0.073462 0.015794 0.000000 0.148148 0.766667 0.073462 0.015978 0.000000 0.148148 0.783333 0.073462 0.016162 0.000000 0.148148 Roundabout - TDA 1/18/2022 10:56:32 AM Page 36 0.800000 0.073462 0.016345 0.000000 0.148148 0.816667 0.073462 0.016529 0.000000 0.148148 0.833333 0.073462 0.016713 0.000000 0.148148 0.850000 0.073462 0.016896 0.000000 0.148148 0.866667 0.073462 0.017080 0.000000 0.148148 0.883333 0.073462 0.017264 0.000000 0.148148 0.900000 0.073462 0.017447 0.000000 0.148148 0.916667 0.073462 0.017631 0.000000 0.148148 0.933333 0.073462 0.017815 0.000000 0.148148 0.950000 0.073462 0.017998 0.000000 0.148148 0.966667 0.073462 0.018182 0.000000 0.148148 0.983333 0.073462 0.018365 0.000000 0.148148 1.000000 0.073462 0.018549 0.000000 0.148148 1.016667 0.073462 0.018733 0.000000 0.148148 1.033333 0.073462 0.018916 0.000000 0.148148 1.050000 0.073462 0.020141 0.000000 0.148148 1.066667 0.073462 0.021365 0.035825 0.148148 1.083333 0.073462 0.022590 0.101329 0.148148 1.100000 0.073462 0.023814 0.186153 0.148148 1.116667 0.073462 0.025038 0.286601 0.148148 1.133333 0.073462 0.026263 0.400537 0.148148 1.150000 0.073462 0.027487 0.526519 0.148148 1.166667 0.073462 0.028711 0.663490 0.148148 1.183333 0.073462 0.029936 0.810629 0.148148 1.200000 0.073462 0.031160 0.967278 0.148148 1.216667 0.073462 0.032384 1.132889 0.148148 1.233333 0.073462 0.033609 1.307002 0.148148 1.250000 0.073462 0.034833 1.489221 0.148148 1.266667 0.073462 0.036058 1.679200 0.148148 1.283333 0.073462 0.037282 1.876633 0.148148 1.300000 0.073462 0.038506 2.081250 0.148148 1.316667 0.073462 0.039731 2.292806 0.148148 1.333333 0.073462 0.040955 2.511081 0.148148 1.350000 0.073462 0.042179 2.735874 0.148148 1.366667 0.073462 0.043404 2.967001 0.148148 1.383333 0.073462 0.044628 3.204294 0.148148 1.400000 0.073462 0.045852 3.447595 0.148148 1.416667 0.073462 0.047077 3.696761 0.148148 1.433333 0.073462 0.048301 3.951656 0.148148 1.450000 0.073462 0.049526 4.212154 0.148148 1.466667 0.073462 0.050750 4.478137 0.148148 1.483333 0.073462 0.051974 4.749494 0.148148 1.500000 0.073462 0.053199 5.026122 0.148148 END FTABLE 5 FTABLE 4 83 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.004922 0.000000 0.000000 0.000000 0.079670 0.004922 0.000163 0.000000 0.000000 0.159341 0.004922 0.000325 0.000000 0.000000 0.239011 0.004922 0.000488 0.000000 0.000000 0.318681 0.004922 0.000651 0.000000 0.000000 0.398352 0.004922 0.000814 0.000000 0.000000 0.478022 0.004922 0.000976 0.000000 0.000000 0.557692 0.004922 0.001131 0.000000 0.000000 0.637363 0.004922 0.001286 0.000000 0.000000 0.717033 0.004922 0.001441 0.000000 0.000000 0.796703 0.004922 0.001596 0.000000 0.000000 0.876374 0.004922 0.001751 0.000000 0.000000 0.956044 0.004922 0.001906 0.000000 0.000000 1.035714 0.004922 0.002061 0.000000 0.000000 1.115385 0.004922 0.002216 0.000000 0.000000 1.195055 0.004922 0.002370 0.000000 0.000000 1.274725 0.004922 0.002525 0.000000 0.000000 1.354396 0.004922 0.002680 0.000000 0.000000 1.434066 0.004922 0.002835 0.000000 0.000000 1.513736 0.004922 0.002990 0.000000 0.000000 1.593407 0.004922 0.003145 0.000000 0.000000 1.673077 0.004922 0.003300 0.000000 0.000000 Roundabout - TDA 1/18/2022 10:56:32 AM Page 37 1.752747 0.004922 0.003455 0.000000 0.000000 1.832418 0.004922 0.003610 0.000205 0.096296 1.912088 0.004922 0.003764 0.000257 0.096296 1.991758 0.004922 0.003919 0.000314 0.096296 2.071429 0.004922 0.004074 0.000378 0.096296 2.151099 0.004922 0.004229 0.000448 0.096296 2.230769 0.004922 0.004384 0.000524 0.096296 2.310440 0.004922 0.004539 0.000608 0.096296 2.390110 0.004922 0.004694 0.000698 0.096296 2.469780 0.004922 0.004849 0.000796 0.096296 2.549451 0.004922 0.005004 0.000900 0.096296 2.629121 0.004922 0.005159 0.001013 0.096296 2.708791 0.004922 0.005313 0.001132 0.096296 2.788462 0.004922 0.005468 0.001260 0.096296 2.868132 0.004922 0.005623 0.001395 0.096296 2.947802 0.004922 0.005778 0.001538 0.096296 3.027473 0.004922 0.005933 0.001690 0.096296 3.107143 0.004922 0.006088 0.001849 0.096296 3.186813 0.004922 0.006243 0.002017 0.096296 3.266484 0.004922 0.006398 0.002194 0.096296 3.346154 0.004922 0.006553 0.002379 0.096296 3.425824 0.004922 0.006707 0.002574 0.096296 3.505495 0.004922 0.006862 0.002777 0.096296 3.585165 0.004922 0.007017 0.002989 0.096296 3.664835 0.004922 0.007172 0.003211 0.096296 3.744505 0.004922 0.007327 0.003441 0.096296 3.824176 0.004922 0.007482 0.003682 0.096296 3.903846 0.004922 0.007637 0.003932 0.096296 3.983516 0.004922 0.007792 0.004191 0.096296 4.063187 0.004922 0.007947 0.004461 0.096296 4.142857 0.004922 0.008101 0.004740 0.096296 4.222527 0.004922 0.008256 0.005030 0.096296 4.302198 0.004922 0.008411 0.005330 0.096296 4.381868 0.004922 0.008566 0.005640 0.096296 4.461538 0.004922 0.008721 0.005961 0.096296 4.541209 0.004922 0.008876 0.006293 0.096296 4.620879 0.004922 0.009031 0.006635 0.096296 4.700549 0.004922 0.009186 0.006988 0.096296 4.780220 0.004922 0.009341 0.007353 0.096296 4.859890 0.004922 0.009496 0.007728 0.096296 4.939560 0.004922 0.009650 0.008115 0.096296 5.019231 0.004922 0.009805 0.008514 0.096296 5.098901 0.004922 0.009960 0.008924 0.096296 5.178571 0.004922 0.010115 0.009346 0.096296 5.258242 0.004922 0.010270 0.009780 0.096296 5.337912 0.004922 0.010425 0.010227 0.096296 5.417582 0.004922 0.010580 0.010686 0.096296 5.497253 0.004922 0.010735 0.011157 0.096296 5.576923 0.004922 0.010890 0.011642 0.096296 5.656593 0.004922 0.011044 0.012140 0.096296 5.736264 0.004922 0.011199 0.012652 0.096296 5.815934 0.004922 0.011354 0.013178 0.096296 5.895604 0.004922 0.011509 0.013719 0.096296 5.975275 0.004922 0.011664 0.014276 0.096296 6.054945 0.004922 0.011819 0.014849 0.096296 6.134615 0.004922 0.011974 0.015440 0.096296 6.214286 0.004922 0.012129 0.016052 0.096296 6.293956 0.004922 0.012284 0.016690 0.096296 6.373626 0.004922 0.012438 0.017364 0.096296 6.453297 0.004922 0.012593 0.018128 0.096296 6.500000 0.004922 0.015640 0.046773 0.096296 END FTABLE 4 FTABLE 3 12 6 Depth Area Volume Outflow1 Outflow2 Outflow3 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.004922 0.000000 0.000000 0.000000 0.000000 0.039835 0.004922 0.000196 0.000000 0.143070 0.000000 Roundabout - TDA 1/18/2022 10:56:32 AM Page 38 0.079670 0.004922 0.000392 0.000000 0.143070 0.000000 0.159341 0.004922 0.000784 7.701809 0.143070 0.000000 0.239011 0.004922 0.001176 27.61455 0.143070 0.000000 0.318681 0.004922 0.001569 54.48560 0.143070 0.000000 0.398352 0.004922 0.001961 86.82742 0.143070 0.000000 0.478022 0.004922 0.002353 123.8340 0.143070 0.000000 0.557692 0.004922 0.002745 136.7509 0.143070 0.000000 0.637363 0.004922 0.003137 141.9947 0.143070 0.000000 0.717033 0.004922 0.003529 149.0957 0.143070 0.000000 0.750000 0.004922 0.003691 157.6514 0.143070 0.000000 END FTABLE 3 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP WDM 2 PREC ENGL 1.2 RCHRES 1 EXTNL PREC WDM 2 PREC ENGL 1.2 RCHRES 3 EXTNL PREC WDM 1 EVAP ENGL 0.5 RCHRES 1 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 2 EXTNL POTEV WDM 1 EVAP ENGL 0.5 RCHRES 3 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 4 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 5 EXTNL POTEV END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 1 OUTPUT MEAN 1 1 48.4 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 48.4 WDM 801 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 8 RCHRES OFLOW OVOL 2 RCHRES INFLOW IVOL END MASS-LINK 8 MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 MASS-LINK 71 RCHRES OFLOW OVOL 1 12.00000 IMPLND EXTNL SURLI Roundabout - TDA 1/18/2022 10:56:32 AM Page 39 END MASS-LINK 71 END MASS-LINK END RUN Roundabout - TDA 1/18/2022 10:56:32 AM Page 40 Predeveloped HSPF Message File ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 19: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1445.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 19: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -8.389E+03 1.3107 1.3107E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 19:15 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1531.9 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 19:15 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -4.321E+04 6.7513 6.7513E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 19:30 RCHRES: 3 Roundabout - TDA 1/18/2022 10:56:32 AM Page 41 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1550.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 19:30 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -5.043E+04 7.8798 7.8798E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 19:45 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1521.1 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 19:45 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -3.887E+04 6.0733 6.0733 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1958/ 5/31 20: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1424.0 1440.0 1462.8 Roundabout - TDA 1/18/2022 10:56:32 AM Page 42 ERROR/WARNING ID: 341 5 DATE/TIME: 1958/ 5/31 20: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.553E+04 2.4269 2.4269E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 10:15 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1449.3 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 10:15 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.011E+04 1.5798 1.5798E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 10:30 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1501.9 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 10:30 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Roundabout - TDA 1/18/2022 10:56:32 AM Page 43 Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -3.116E+04 4.8689 4.8689E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 10:45 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1574.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 10:45 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -6.004E+04 9.3818 9.3818E+00 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 11: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1676.1 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 11: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.009E+05 15.770 1.5770E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 11:15 Roundabout - TDA 1/18/2022 10:56:32 AM Page 44 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1757.3 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 11:15 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.334E+05 20.850 2.0850E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 11:30 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1813.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 11:30 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.557E+05 24.331 24.331 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 11:45 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: Roundabout - TDA 1/18/2022 10:56:32 AM Page 45 NROWS V1 V2 VOL 91 1424.0 1440.0 1808.5 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 11:45 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.539E+05 24.051 2.4051E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 12: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1795.8 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 12: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.488E+05 23.257 23.257 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 12:15 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1424.0 1440.0 1754.6 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 12:15 RCHRES: 3 Roundabout - TDA 1/18/2022 10:56:32 AM Page 46 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.323E+05 20.679 2.0679E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 12:30 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1690.1 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 12:30 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -1.065E+05 16.646 1.6646E+01 2 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 12:45 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1.4240E+03 1440.0 1608.3 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 12:45 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -7.378E+04 11.528 11.528 2 Roundabout - TDA 1/18/2022 10:56:32 AM Page 47 ERROR/WARNING ID: 341 6 DATE/TIME: 1960/10/23 13: 0 RCHRES: 3 The volume of water in this reach/mixed reservoir is greater than the value in the "volume" column of the last row of RCHTAB(). To continue the simulation the table has been extrapolated, based on information contained in the last two rows. This will usually result in some loss of accuracy. If depth is being calculated it will also cause an error condition. Relevant data are: NROWS V1 V2 VOL 91 1424.0 1440.0 1514.0 ERROR/WARNING ID: 341 5 DATE/TIME: 1960/10/23 13: 0 RCHRES: 3 Calculation of relative depth, using Newton's method of successive approximations, converged to an invalid value (not in range 0.0 to 1.0). Probably ftable was extrapolated. If extrapolation was small, no problem. Remedy; extend ftable. Relevant data are: A B C RDEP1 RDEP2 COUNT 0.0000E+00 6400.0 -3.603E+04 5.6301 5.6301 2 Roundabout - TDA 1/18/2022 10:56:32 AM Page 48 Mitigated HSPF Message File Roundabout - TDA 1/18/2022 10:56:32 AM Page 49 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright Â© by : Clear Creek Solutions, Inc. 2005-2022; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com Roundabout - TDA 1/18/2022 10:56:32 AM Page 50 WWHM2012 PROJECT REPORT General Model Information Project Name: 172nd Street NE (Series) Site Name: 172nd Street - Arlington Site Address: City: Report Date: 1/18/2022 Gage: Everett Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.200 Version Date: 2019/09/13 Version: 4.2.17 POC Thresholds 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 2 Landuse Basin Data Predeveloped Land Use Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Forest, Flat 0.5369 Pervious Total 0.5369 Impervious Land Use acre Impervious Total 0 Basin Total 0.5369 Element Flows To: Surface Interflow Groundwater 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 3 Mitigated Land Use Basin 5B Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat 0.19 Pervious Total 0.19 Impervious Land Use acre ROADS FLAT 1.36 Impervious Total 1.36 Basin Total 1.55 Element Flows To: Surface Interflow Groundwater CAVFS 5B Surface5BCAVFS 5B Surface5B 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 4 Lateral Basin 5A Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat .2 Element Flows To: Surface Interflow Groundwater Permeable Pavement 5APermeable Pavement 5A 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 5 Lateral I Basin 5A Bypass: No Impervious Land Use acre ROADS FLAT LAT 0.12 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 5A 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 6 Lateral Basin 5C Bypass: No GroundWater: No Pervious Land Use acre A B, Lawn, Flat .01 Element Flows To: Surface Interflow Groundwater Permeable Pavement 2Permeable Pavement 2 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 7 Lateral I Basin 5C Bypass: No Impervious Land Use acre ROADS FLAT LAT 0.1 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 2 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 8 Lateral I Basin 5A Bypass: No Impervious Land Use acre Porous Pavement LAT 0.03 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 5A 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 9 Lateral I Basin 5C Bypass: No Impervious Land Use acre Porous Pavement LAT 0.03 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 2 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 10 Lateral I Basin 5B Bypass: No Impervious Land Use acre Porous Pavement LAT 0.37 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 3 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 11 Routing Elements Predeveloped Routing 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 12 Mitigated Routing CAVFS 5B CAVFS Length: 1567.00 ft. CAVFS Width: 6.00 ft. Gravel thickness: 0.5 ft. Material thickness of CAVFS layer: 0.67 ft. Slope of CAVFS layer: 5.33333333333333E-02 ft. Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 264.068 Total Volume Through Riser (ac-ft.): 0.354 Total Volume Through Facility (ac-ft.): 265.034 Percent Infiltrated: 99.64 Total Precip Applied to Facility: 5.131 Total Evap From Facility: 3.372 Outlet Control Overflow Height: 0.5 ft. Overflow width: 783.5 in. Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 3 CAVFS Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.0241 0.0000 0.0000 0.0000 0.0797 0.0241 0.0008 0.0000 0.0000 0.1593 0.0241 0.0016 0.0000 0.0000 0.2390 0.0241 0.0024 0.0000 0.0000 0.3187 0.0241 0.0032 0.0000 0.0000 0.3984 0.0241 0.0040 0.0000 0.0000 0.4780 0.0241 0.0048 0.0000 0.0000 0.5577 0.0241 0.0055 0.0000 0.0000 0.6374 0.0241 0.0063 0.0000 0.0000 0.7170 0.0241 0.0071 0.0000 0.0000 0.7967 0.0241 0.0078 0.0000 0.0000 0.8764 0.0241 0.0086 0.0000 0.0000 0.9560 0.0241 0.0093 0.0000 0.0000 1.0357 0.0241 0.0101 0.0000 0.0000 1.1154 0.0241 0.0108 0.0000 0.0000 1.1951 0.0241 0.0116 0.0000 0.0000 1.2747 0.0241 0.0124 0.0000 0.0000 1.3544 0.0241 0.0131 0.0000 0.0000 1.4341 0.0241 0.0139 0.0000 0.0000 1.5137 0.0241 0.0146 0.0000 0.0000 1.5934 0.0241 0.0154 0.0000 0.0000 1.6731 0.0241 0.0162 0.0000 0.0000 1.7527 0.0241 0.0169 0.0000 0.0000 1.8324 0.0241 0.0177 0.0010 0.4716 1.9121 0.0241 0.0184 0.0013 0.4716 1.9918 0.0241 0.0192 0.0015 0.4716 2.0714 0.0241 0.0200 0.0018 0.4716 2.1511 0.0241 0.0207 0.0022 0.4716 2.2308 0.0241 0.0215 0.0026 0.4716 2.3104 0.0241 0.0222 0.0030 0.4716 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 13 2.3901 0.0241 0.0230 0.0034 0.4716 2.4698 0.0241 0.0237 0.0039 0.4716 2.5495 0.0241 0.0245 0.0044 0.4716 2.6291 0.0241 0.0253 0.0050 0.4716 2.7088 0.0241 0.0260 0.0055 0.4716 2.7885 0.0241 0.0268 0.0062 0.4716 2.8681 0.0241 0.0275 0.0068 0.4716 2.9478 0.0241 0.0283 0.0075 0.4716 3.0275 0.0241 0.0291 0.0083 0.4716 3.1071 0.0241 0.0298 0.0091 0.4716 3.1868 0.0241 0.0306 0.0099 0.4716 3.2665 0.0241 0.0313 0.0107 0.4716 3.3462 0.0241 0.0321 0.0117 0.4716 3.4258 0.0241 0.0328 0.0126 0.4716 3.5055 0.0241 0.0336 0.0136 0.4716 3.5852 0.0241 0.0344 0.0146 0.4716 3.6648 0.0241 0.0351 0.0157 0.4716 3.7445 0.0241 0.0359 0.0169 0.4716 3.8242 0.0241 0.0366 0.0180 0.4716 3.9038 0.0241 0.0374 0.0193 0.4716 3.9835 0.0241 0.0382 0.0205 0.4716 4.0632 0.0241 0.0389 0.0218 0.4716 4.1429 0.0241 0.0397 0.0232 0.4716 4.2225 0.0241 0.0404 0.0246 0.4716 4.3022 0.0241 0.0412 0.0261 0.4716 4.3819 0.0241 0.0419 0.0276 0.4716 4.4615 0.0241 0.0427 0.0292 0.4716 4.5412 0.0241 0.0435 0.0308 0.4716 4.6209 0.0241 0.0442 0.0325 0.4716 4.7005 0.0241 0.0450 0.0342 0.4716 4.7802 0.0241 0.0457 0.0360 0.4716 4.8599 0.0241 0.0465 0.0378 0.4716 4.9396 0.0241 0.0473 0.0397 0.4716 5.0192 0.0241 0.0480 0.0417 0.4716 5.0989 0.0241 0.0488 0.0437 0.4716 5.1786 0.0241 0.0495 0.0458 0.4716 5.2582 0.0241 0.0503 0.0479 0.4716 5.3379 0.0241 0.0510 0.0501 0.4716 5.4176 0.0241 0.0518 0.0523 0.4716 5.4973 0.0241 0.0526 0.0546 0.4716 5.5769 0.0241 0.0533 0.0570 0.4716 5.6566 0.0241 0.0541 0.0594 0.4716 5.7363 0.0241 0.0548 0.0620 0.4716 5.8159 0.0241 0.0556 0.0645 0.4716 5.8956 0.0241 0.0564 0.0672 0.4716 5.9753 0.0241 0.0571 0.0699 0.4716 6.0549 0.0241 0.0579 0.0727 0.4716 6.1346 0.0241 0.0586 0.0756 0.4716 6.2143 0.0241 0.0594 0.0786 0.4716 6.2940 0.0241 0.0602 0.0817 0.4716 6.3736 0.0241 0.0609 0.0850 0.4716 6.4533 0.0241 0.0617 0.0888 0.4716 6.5000 0.0241 0.0621 0.2290 0.4716 CAVFS Hydraulic Table Stage(feet)Area(ac.)Volume(ac-ft.)Discharge(cfs)To Amended(cfs)Infilt(cfs) 6.5000 0.0241 0.0621 0.0000 0.7006 0.0000 6.5797 0.0241 0.0640 0.0000 0.7006 0.0000 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 14 6.6593 0.0241 0.0660 0.0000 0.7006 0.0000 6.7390 0.0241 0.0679 0.0000 0.7006 0.0000 6.8187 0.0241 0.0698 0.0000 0.7006 0.0000 6.8984 0.0241 0.0717 0.0000 0.7006 0.0000 6.9780 0.0241 0.0736 0.0000 0.7006 0.0000 7.0577 0.0241 0.0756 0.0000 0.7006 0.0000 7.1374 0.0241 0.0775 0.0000 0.7006 0.0000 7.2170 0.0241 0.0794 0.0000 0.7006 0.0000 7.2500 0.0241 0.0802 0.0000 0.7006 0.0000 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 15 CAVFS 5B Surface5B Element Flows To: Outlet 1 Outlet 2 Permeable Pavement 3CAVFS 5B 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 16 Permeable Pavement 5A Pavement Area:0.0317 acre.Pavement Length: 138.00 ft. Pavement Width: 10.00 ft. Pavement slope 1:0 To 1 Pavement thickness: 0.35 Pour Space of Pavement: 0.15 Material thickness of second layer: 0.7 Pour Space of material for second layer: 0.3 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 34.613 Total Volume Through Riser (ac-ft.): 0.002 Total Volume Through Facility (ac-ft.): 34.614 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0.644 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.031 0.000 0.000 0.000 0.0167 0.031 0.000 0.000 0.063 0.0333 0.031 0.000 0.000 0.063 0.0500 0.031 0.000 0.000 0.063 0.0667 0.031 0.000 0.000 0.063 0.0833 0.031 0.000 0.000 0.063 0.1000 0.031 0.001 0.000 0.063 0.1167 0.031 0.001 0.000 0.063 0.1333 0.031 0.001 0.000 0.063 0.1500 0.031 0.001 0.000 0.063 0.1667 0.031 0.001 0.000 0.063 0.1833 0.031 0.001 0.000 0.063 0.2000 0.031 0.001 0.000 0.063 0.2167 0.031 0.002 0.000 0.063 0.2333 0.031 0.002 0.000 0.063 0.2500 0.031 0.002 0.000 0.063 0.2667 0.031 0.002 0.000 0.063 0.2833 0.031 0.002 0.000 0.063 0.3000 0.031 0.002 0.000 0.063 0.3167 0.031 0.003 0.000 0.063 0.3333 0.031 0.003 0.000 0.063 0.3500 0.031 0.003 0.000 0.063 0.3667 0.031 0.003 0.000 0.063 0.3833 0.031 0.003 0.000 0.063 0.4000 0.031 0.003 0.000 0.063 0.4167 0.031 0.004 0.000 0.063 0.4333 0.031 0.004 0.000 0.063 0.4500 0.031 0.004 0.000 0.063 0.4667 0.031 0.004 0.000 0.063 0.4833 0.031 0.004 0.000 0.063 0.5000 0.031 0.004 0.000 0.063 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 17 0.5167 0.031 0.004 0.000 0.063 0.5333 0.031 0.005 0.000 0.063 0.5500 0.031 0.005 0.000 0.063 0.5667 0.031 0.005 0.000 0.063 0.5833 0.031 0.005 0.000 0.063 0.6000 0.031 0.005 0.000 0.063 0.6167 0.031 0.005 0.000 0.063 0.6333 0.031 0.006 0.000 0.063 0.6500 0.031 0.006 0.000 0.063 0.6667 0.031 0.006 0.000 0.063 0.6833 0.031 0.006 0.000 0.063 0.7000 0.031 0.006 0.000 0.063 0.7167 0.031 0.006 0.000 0.063 0.7333 0.031 0.006 0.000 0.063 0.7500 0.031 0.006 0.000 0.063 0.7667 0.031 0.006 0.000 0.063 0.7833 0.031 0.007 0.000 0.063 0.8000 0.031 0.007 0.000 0.063 0.8167 0.031 0.007 0.000 0.063 0.8333 0.031 0.007 0.000 0.063 0.8500 0.031 0.007 0.000 0.063 0.8667 0.031 0.007 0.000 0.063 0.8833 0.031 0.007 0.000 0.063 0.9000 0.031 0.007 0.000 0.063 0.9167 0.031 0.007 0.000 0.063 0.9333 0.031 0.007 0.000 0.063 0.9500 0.031 0.007 0.000 0.063 0.9667 0.031 0.007 0.000 0.063 0.9833 0.031 0.007 0.000 0.063 1.0000 0.031 0.008 0.000 0.063 1.0167 0.031 0.008 0.000 0.063 1.0333 0.031 0.008 0.000 0.063 1.0500 0.031 0.008 0.000 0.063 1.0667 0.031 0.009 0.035 0.063 1.0833 0.031 0.009 0.101 0.063 1.1000 0.031 0.010 0.186 0.063 1.1167 0.031 0.010 0.286 0.063 1.1333 0.031 0.011 0.400 0.063 1.1500 0.031 0.011 0.526 0.063 1.1667 0.031 0.012 0.663 0.063 1.1833 0.031 0.012 0.810 0.063 1.2000 0.031 0.013 0.967 0.063 1.2167 0.031 0.014 1.132 0.063 1.2333 0.031 0.014 1.307 0.063 1.2500 0.031 0.015 1.489 0.063 1.2667 0.031 0.015 1.679 0.063 1.2833 0.031 0.016 1.876 0.063 1.3000 0.031 0.016 2.081 0.063 1.3167 0.031 0.017 2.292 0.063 1.3333 0.031 0.017 2.511 0.063 1.3500 0.031 0.018 2.735 0.063 1.3667 0.031 0.018 2.967 0.063 1.3833 0.031 0.019 3.204 0.063 1.4000 0.031 0.019 3.447 0.063 1.4167 0.031 0.020 3.696 0.063 1.4333 0.031 0.020 3.951 0.063 1.4500 0.031 0.021 4.212 0.063 1.4667 0.031 0.021 4.478 0.063 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 18 1.4833 0.031 0.022 4.749 0.063 1.5000 0.031 0.022 5.026 0.063 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 19 Permeable Pavement 2 Pavement Area:0.0280 acre.Pavement Length: 122.00 ft. Pavement Width: 10.00 ft. Pavement slope 1:0 To 1 Pavement thickness: 0.35 Pour Space of Pavement: 0.15 Material thickness of second layer: 0.7 Pour Space of material for second layer: 0.3 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 29.895 Total Volume Through Riser (ac-ft.): 0.001 Total Volume Through Facility (ac-ft.): 29.895 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 0.567 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.028 0.000 0.000 0.000 0.0167 0.028 0.000 0.000 0.056 0.0333 0.028 0.000 0.000 0.056 0.0500 0.028 0.000 0.000 0.056 0.0667 0.028 0.000 0.000 0.056 0.0833 0.028 0.000 0.000 0.056 0.1000 0.028 0.000 0.000 0.056 0.1167 0.028 0.001 0.000 0.056 0.1333 0.028 0.001 0.000 0.056 0.1500 0.028 0.001 0.000 0.056 0.1667 0.028 0.001 0.000 0.056 0.1833 0.028 0.001 0.000 0.056 0.2000 0.028 0.001 0.000 0.056 0.2167 0.028 0.001 0.000 0.056 0.2333 0.028 0.002 0.000 0.056 0.2500 0.028 0.002 0.000 0.056 0.2667 0.028 0.002 0.000 0.056 0.2833 0.028 0.002 0.000 0.056 0.3000 0.028 0.002 0.000 0.056 0.3167 0.028 0.002 0.000 0.056 0.3333 0.028 0.002 0.000 0.056 0.3500 0.028 0.002 0.000 0.056 0.3667 0.028 0.003 0.000 0.056 0.3833 0.028 0.003 0.000 0.056 0.4000 0.028 0.003 0.000 0.056 0.4167 0.028 0.003 0.000 0.056 0.4333 0.028 0.003 0.000 0.056 0.4500 0.028 0.003 0.000 0.056 0.4667 0.028 0.003 0.000 0.056 0.4833 0.028 0.004 0.000 0.056 0.5000 0.028 0.004 0.000 0.056 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 20 0.5167 0.028 0.004 0.000 0.056 0.5333 0.028 0.004 0.000 0.056 0.5500 0.028 0.004 0.000 0.056 0.5667 0.028 0.004 0.000 0.056 0.5833 0.028 0.004 0.000 0.056 0.6000 0.028 0.005 0.000 0.056 0.6167 0.028 0.005 0.000 0.056 0.6333 0.028 0.005 0.000 0.056 0.6500 0.028 0.005 0.000 0.056 0.6667 0.028 0.005 0.000 0.056 0.6833 0.028 0.005 0.000 0.056 0.7000 0.028 0.005 0.000 0.056 0.7167 0.028 0.005 0.000 0.056 0.7333 0.028 0.006 0.000 0.056 0.7500 0.028 0.006 0.000 0.056 0.7667 0.028 0.006 0.000 0.056 0.7833 0.028 0.006 0.000 0.056 0.8000 0.028 0.006 0.000 0.056 0.8167 0.028 0.006 0.000 0.056 0.8333 0.028 0.006 0.000 0.056 0.8500 0.028 0.006 0.000 0.056 0.8667 0.028 0.006 0.000 0.056 0.8833 0.028 0.006 0.000 0.056 0.9000 0.028 0.006 0.000 0.056 0.9167 0.028 0.006 0.000 0.056 0.9333 0.028 0.006 0.000 0.056 0.9500 0.028 0.006 0.000 0.056 0.9667 0.028 0.006 0.000 0.056 0.9833 0.028 0.007 0.000 0.056 1.0000 0.028 0.007 0.000 0.056 1.0167 0.028 0.007 0.000 0.056 1.0333 0.028 0.007 0.000 0.056 1.0500 0.028 0.007 0.000 0.056 1.0667 0.028 0.008 0.035 0.056 1.0833 0.028 0.008 0.101 0.056 1.1000 0.028 0.009 0.186 0.056 1.1167 0.028 0.009 0.286 0.056 1.1333 0.028 0.010 0.400 0.056 1.1500 0.028 0.010 0.526 0.056 1.1667 0.028 0.010 0.663 0.056 1.1833 0.028 0.011 0.810 0.056 1.2000 0.028 0.011 0.967 0.056 1.2167 0.028 0.012 1.132 0.056 1.2333 0.028 0.012 1.307 0.056 1.2500 0.028 0.013 1.489 0.056 1.2667 0.028 0.013 1.679 0.056 1.2833 0.028 0.014 1.876 0.056 1.3000 0.028 0.014 2.081 0.056 1.3167 0.028 0.015 2.292 0.056 1.3333 0.028 0.015 2.511 0.056 1.3500 0.028 0.016 2.735 0.056 1.3667 0.028 0.016 2.967 0.056 1.3833 0.028 0.017 3.204 0.056 1.4000 0.028 0.017 3.447 0.056 1.4167 0.028 0.017 3.696 0.056 1.4333 0.028 0.018 3.951 0.056 1.4500 0.028 0.018 4.212 0.056 1.4667 0.028 0.019 4.478 0.056 172nd Street NE (Series) 1/18/2022 9:25:58 AM Page 21 1.4833 0.028 0.019 4.749 0.056 1.5000 0.028 0.020 5.026 0.056 172nd Street NE (Series) 1/18/2022 9:25:59 AM Page 22 Permeable Pavement 3 Pavement Area:0.3712 acre.Pavement Length: 1617.00 ft. Pavement Width: 10.00 ft. Pavement slope 1:0 To 1 Pavement thickness: 0.35 Pour Space of Pavement: 0.15 Material thickness of second layer: 0.7 Pour Space of material for second layer: 0.3 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 2 Infiltration safety factor: 1 Total Volume Infiltrated (ac-ft.): 138.065 Total Volume Through Riser (ac-ft.): 0 Total Volume Through Facility (ac-ft.): 138.065 Percent Infiltrated: 100 Total Precip Applied to Facility: 0 Total Evap From Facility: 5.809 Element Flows To: Outlet 1 Outlet 2 Permeable Pavement Hydraulic Table Stage(feet) Area(ac.) Volume(ac-ft.) Discharge(cfs) Infilt(cfs) 0.0000 0.371 0.000 0.000 0.000 0.0167 0.371 0.001 0.000 0.748 0.0333 0.371 0.003 0.000 0.748 0.0500 0.371 0.005 0.000 0.748 0.0667 0.371 0.007 0.000 0.748 0.0833 0.371 0.009 0.000 0.748 0.1000 0.371 0.011 0.000 0.748 0.1167 0.371 0.013 0.000 0.748 0.1333 0.371 0.014 0.000 0.748 0.1500 0.371 0.016 0.000 0.748 0.1667 0.371 0.018 0.000 0.748 0.1833 0.371 0.020 0.000 0.748 0.2000 0.371 0.022 0.000 0.748 0.2167 0.371 0.024 0.000 0.748 0.2333 0.371 0.026 0.000 0.748 0.2500 0.371 0.027 0.000 0.748 0.2667 0.371 0.029 0.000 0.748 0.2833 0.371 0.031 0.000 0.748 0.3000 0.371 0.033 0.000 0.748 0.3167 0.371 0.035 0.000 0.748 0.3333 0.371 0.037 0.000 0.748 0.3500 0.371 0.039 0.000 0.748 0.3667 0.371 0.040 0.000 0.748 0.3833 0.371 0.042 0.000 0.748 0.4000 0.371 0.044 0.000 0.748 0.4167 0.371 0.046 0.000 0.748 0.4333 0.371 0.048 0.000 0.748 0.4500 0.371 0.050 0.000 0.748 0.4667 0.371 0.052 0.000 0.748 0.4833 0.371 0.053 0.000 0.748 0.5000 0.371 0.055 0.000 0.748 172nd Street NE (Series) 1/18/2022 9:25:59 AM Page 23 0.5167 0.371 0.057 0.000 0.748 0.5333 0.371 0.059 0.000 0.748 0.5500 0.371 0.061 0.000 0.748 0.5667 0.371 0.063 0.000 0.748 0.5833 0.371 0.065 0.000 0.748 0.6000 0.371 0.066 0.000 0.748 0.6167 0.371 0.068 0.000 0.748 0.6333 0.371 0.070 0.000 0.748 0.6500 0.371 0.072 0.000 0.748 0.6667 0.371 0.074 0.000 0.748 0.6833 0.371 0.076 0.000 0.748 0.7000 0.371 0.077 0.000 0.748 0.7167 0.371 0.078 0.000 0.748 0.7333 0.371 0.078 0.000 0.748 0.7500 0.371 0.079 0.000 0.748 0.7667 0.371 0.080 0.000 0.748 0.7833 0.371 0.081 0.000 0.748 0.8000 0.371 0.082 0.000 0.748 0.8167 0.371 0.083 0.000 0.748 0.8333 0.371 0.084 0.000 0.748 0.8500 0.371 0.085 0.000 0.748 0.8667 0.371 0.086 0.000 0.748 0.8833 0.371 0.087 0.000 0.748 0.9000 0.371 0.088 0.000 0.748 0.9167 0.371 0.089 0.000 0.748 0.9333 0.371 0.090 0.000 0.748 0.9500 0.371 0.090 0.000 0.748 0.9667 0.371 0.091 0.000 0.748 0.9833 0.371 0.092 0.000 0.748 1.0000 0.371 0.093 0.000 0.748 1.0167 0.371 0.094 0.000 0.748 1.0333 0.371 0.095 0.000 0.748 1.0500 0.371 0.101 0.000 0.748 1.0667 0.371 0.108 0.035 0.748 1.0833 0.371 0.114 0.101 0.748 1.1000 0.371 0.120 0.186 0.748 1.1167 0.371 0.126 0.286 0.748 1.1333 0.371 0.132 0.400 0.748 1.1500 0.371 0.138 0.526 0.748 1.1667 0.371 0.145 0.663 0.748 1.1833 0.371 0.151 0.810 0.748 1.2000 0.371 0.157 0.967 0.748 1.2167 0.371 0.163 1.132 0.748 1.2333 0.371 0.169 1.307 0.748 1.2500 0.371 0.176 1.489 0.748 1.2667 0.371 0.182 1.679 0.748 1.2833 0.371 0.188 1.876 0.748 1.3000 0.371 0.194 2.081 0.748 1.3167 0.371 0.200 2.292 0.748 1.3333 0.371 0.207 2.511 0.748 1.3500 0.371 0.213 2.735 0.748 1.3667 0.371 0.219 2.967 0.748 1.3833 0.371 0.225 3.204 0.748 1.4000 0.371 0.231 3.447 0.748 1.4167 0.371 0.237 3.696 0.748 1.4333 0.371 0.244 3.951 0.748 1.4500 0.371 0.250 4.212 0.748 1.4667 0.371 0.256 4.478 0.748 172nd Street NE (Series) 1/18/2022 9:25:59 AM Page 24 1.4833 0.371 0.262 4.749 0.748 1.5000 0.371 0.268 5.026 0.748 172nd Street NE (Series) 1/18/2022 9:25:59 AM Page 25 Analysis Results POC 1 POC #1 was not reported because POC must exist in both scenarios and both scenarios must have been run. 172nd Street NE (Series) 1/18/2022 9:25:59 AM Page 26 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. 172nd Street NE (Series) 1/18/2022 9:25:59 AM Page 27 Appendix Predeveloped Schematic 172nd Street NE (Series) 1/18/2022 9:25:59 AM Page 28 Mitigated Schematic 172nd Street NE (Series) 1/18/2022 9:26:00 AM Page 29 Predeveloped UCI File 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 30 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1948 10 01 END 2009 09 30 RUN INTERP OUTPUT LEVEL 3 0 RESUME 0 RUN 1 UNIT SYSTEM 1 END GLOBAL FILES <File> <Un#> <-----------File Name------------------------------>*** <-ID-> *** WDM 26 172nd Street NE (Series).wdm MESSU 25 Mit172nd Street NE (Series).MES 27 Mit172nd Street NE (Series).L61 28 Mit172nd Street NE (Series).L62 END FILES OPN SEQUENCE INGRP INDELT 00:15 PERLND 7 IMPLND 1 PERLND 38 IMPLND 17 PERLND 39 IMPLND 21 IMPLND 32 IMPLND 33 IMPLND 34 RCHRES 1 RCHRES 2 IMPLND 19 RCHRES 3 IMPLND 26 RCHRES 4 IMPLND 35 RCHRES 5 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFO1 # - #<----------Title----------->***TRAN PIVL DIG1 FIL1 PYR DIG2 FIL2 YRND END DISPLY-INFO1 END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS ><-------Name------->NBLKS Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 7 A/B, Lawn, Flat 1 1 1 1 27 0 38 A/B, Lawn, Flat 1 1 1 1 27 0 39 A/B, Lawn, Flat 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 31 ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 7 0 0 1 0 0 0 0 0 0 0 0 0 38 0 0 1 0 0 0 0 0 0 0 0 0 39 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ***************************** PIVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 7 0 0 4 0 0 0 0 0 0 0 0 0 1 9 38 0 0 4 0 0 0 0 0 0 0 0 0 1 9 39 0 0 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO PWAT-PARM1 <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT *** 7 0 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 0 0 END PWAT-PARM1 PWAT-PARM2 <PLS > PWATER input info: Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 7 0 5 0.8 400 0.05 0.3 0.996 38 0 5 0.8 400 0.05 0.3 0.996 39 0 5 0.8 400 0.05 0.3 0.996 END PWAT-PARM2 PWAT-PARM3 <PLS > PWATER input info: Part 3 *** # - # ***PETMAX PETMIN INFEXP INFILD DEEPFR BASETP AGWETP 7 0 0 2 2 0 0 0 38 0 0 2 2 0 0 0 39 0 0 2 2 0 0 0 END PWAT-PARM3 PWAT-PARM4 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 7 0.1 0.5 0.25 0 0.7 0.25 38 0.1 0.5 0.25 0 0.7 0.25 39 0.1 0.5 0.25 0 0.7 0.25 END PWAT-PARM4 PWAT-STATE1 <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # - # *** CEPS SURS UZS IFWS LZS AGWS GWVS 7 0 0 0 0 3 1 0 38 0 0 0 0 3 1 0 39 0 0 0 0 3 1 0 END PWAT-STATE1 END PERLND IMPLND GEN-INFO <PLS ><-------Name-------> Unit-systems Printer *** # - # User t-series Engl Metr *** in out *** 1 ROADS/FLAT 1 1 1 27 0 17 ROADS/FLAT LAT 1 1 1 27 0 21 ROADS/FLAT LAT 1 1 1 27 0 32 Porous Pavement LAT 1 1 1 27 0 33 Porous Pavement LAT 1 1 1 27 0 34 Porous Pavement LAT 1 1 1 27 0 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 32 19 Porous Pavement 1 1 1 27 0 26 Porous Pavement 1 1 1 27 0 35 Porous Pavement 1 1 1 27 0 END GEN-INFO *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 17 0 0 1 0 0 0 21 0 0 1 0 0 0 32 0 0 1 0 0 0 33 0 0 1 0 0 0 34 0 0 1 0 0 0 19 0 0 1 0 0 0 26 0 0 1 0 0 0 35 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 0 0 4 0 0 0 1 9 17 0 0 4 0 0 0 1 9 21 0 0 4 0 0 0 1 9 32 0 0 4 0 0 0 1 9 33 0 0 4 0 0 0 1 9 34 0 0 4 0 0 0 1 9 19 0 0 4 0 0 0 1 9 26 0 0 4 0 0 0 1 9 35 0 0 4 0 0 0 1 9 END PRINT-INFO IWAT-PARM1 <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 0 17 0 0 0 0 0 21 0 0 0 0 0 32 0 0 0 0 0 33 0 0 0 0 0 34 0 0 0 0 0 19 0 0 0 0 0 26 0 0 0 0 0 35 0 0 0 0 0 END IWAT-PARM1 IWAT-PARM2 <PLS > IWATER input info: Part 2 *** # - # *** LSUR SLSUR NSUR RETSC 1 400 0.01 0.1 0.1 17 400 0.01 0.1 0.1 21 400 0.01 0.1 0.1 32 400 0.01 0.1 0.1 33 400 0.01 0.1 0.1 34 400 0.01 0.1 0.1 19 400 0.01 0.1 0.1 26 400 0.01 0.1 0.1 35 400 0.01 0.1 0.1 END IWAT-PARM2 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # - # ***PETMAX PETMIN 1 0 0 17 0 0 21 0 0 32 0 0 33 0 0 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 33 34 0 0 19 0 0 26 0 0 35 0 0 END IWAT-PARM3 IWAT-STATE1 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 17 0 0 21 0 0 32 0 0 33 0 0 34 0 0 19 0 0 26 0 0 35 0 0 END IWAT-STATE1 END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target-> MBLK *** <Name> # <-factor-> <Name> # Tbl# *** Basin 5B*** PERLND 7 0.19 RCHRES 1 2 PERLND 7 0.19 RCHRES 1 3 IMPLND 1 1.36 RCHRES 1 5 Lateral Basin 5A*** PERLND 38 6.3131 IMPLND 19 54 PERLND 38 6.3131 IMPLND 19 55 Lateral I Basin 5A*** IMPLND 17 3.7879 IMPLND 19 53 IMPLND 19 0.0317 RCHRES 3 5 Lateral Basin 5C*** PERLND 39 0.3571 IMPLND 26 54 PERLND 39 0.3571 IMPLND 26 55 Lateral I Basin 5C*** IMPLND 21 3.5705 IMPLND 26 53 IMPLND 26 0.028 RCHRES 4 5 Lateral I Basin 5A*** IMPLND 32 0.947 IMPLND 19 53 IMPLND 35 0.3712 RCHRES 5 5 Lateral I Basin 5C*** IMPLND 33 1.0712 IMPLND 26 53 Lateral I Basin 5B*** IMPLND 34 0.9967 IMPLND 35 53 ******Routing****** RCHRES 2 IMPLND 35 71 RCHRES 1 IMPLND 35 71 RCHRES 1 1 RCHRES 2 8 END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES Name Nexits Unit Systems Printer *** # - #<------------------><---> User T-series Engl Metr LKFG *** in out *** 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 34 1 CAVFS 5B Surfac-005 3 1 1 1 28 0 1 2 CAVFS 5B 2 1 1 1 28 0 1 3 Permeable Paveme-010 2 1 1 1 28 0 1 4 Permeable Paveme-019 2 1 1 1 28 0 1 5 Permeable Paveme-029 2 1 1 1 28 0 1 END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* PIVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 4 0 0 0 0 0 0 0 0 0 1 9 2 4 0 0 0 0 0 0 0 0 0 1 9 3 4 0 0 0 0 0 0 0 0 0 1 9 4 4 0 0 0 0 0 0 0 0 0 1 9 5 4 0 0 0 0 0 0 0 0 0 1 9 END PRINT-INFO HYDR-PARM1 RCHRES Flags for each HYDR Section *** # - # VC A1 A2 A3 ODFVFG for each *** ODGTFG for each FUNCT for each FG FG FG FG possible exit *** possible exit possible exit * * * * * * * * * * * * * * *** 1 0 1 0 0 4 5 6 0 0 0 0 0 0 0 2 2 2 2 2 2 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 3 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 4 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 5 0 1 0 0 4 5 0 0 0 0 0 0 0 0 2 2 2 2 2 END HYDR-PARM1 HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** <------><--------><--------><--------><--------><--------><--------> *** 1 1 0.01 0.0 0.0 0.0 0.0 2 2 0.3 0.0 0.0 0.0 0.0 3 3 0.03 0.0 0.0 0.5 0.0 4 4 0.02 0.0 0.0 0.5 0.0 5 5 0.31 0.0 0.0 0.5 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit <------><--------> <---><---><---><---><---> *** <---><---><---><---><---> 1 0 4.0 5.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 0 4.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 2 83 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.024102 0.000000 0.000000 0.000000 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 35 0.079670 0.024102 0.000797 0.000000 0.000000 0.159341 0.024102 0.001594 0.000000 0.000000 0.239011 0.024102 0.002391 0.000000 0.000000 0.318681 0.024102 0.003188 0.000000 0.000000 0.398352 0.024102 0.003984 0.000000 0.000000 0.478022 0.024102 0.004781 0.000000 0.000000 0.557692 0.024102 0.005540 0.000000 0.000000 0.637363 0.024102 0.006298 0.000000 0.000000 0.717033 0.024102 0.007057 0.000000 0.000000 0.796703 0.024102 0.007815 0.000000 0.000000 0.876374 0.024102 0.008574 0.000000 0.000000 0.956044 0.024102 0.009332 0.000000 0.000000 1.035714 0.024102 0.010091 0.000000 0.000000 1.115385 0.024102 0.010849 0.000000 0.000000 1.195055 0.024102 0.011608 0.000000 0.000000 1.274725 0.024102 0.012366 0.000000 0.000000 1.354396 0.024102 0.013125 0.000000 0.000000 1.434066 0.024102 0.013883 0.000000 0.000000 1.513736 0.024102 0.014642 0.000000 0.000000 1.593407 0.024102 0.015400 0.000000 0.000000 1.673077 0.024102 0.016159 0.000000 0.000000 1.752747 0.024102 0.016917 0.000000 0.000000 1.832418 0.024102 0.017676 0.001006 0.471551 1.912088 0.024102 0.018434 0.001257 0.471551 1.991758 0.024102 0.019193 0.001538 0.471551 2.071429 0.024102 0.019951 0.001849 0.471551 2.151099 0.024102 0.020710 0.002192 0.471551 2.230769 0.024102 0.021468 0.002568 0.471551 2.310440 0.024102 0.022227 0.002976 0.471551 2.390110 0.024102 0.022985 0.003419 0.471551 2.469780 0.024102 0.023744 0.003896 0.471551 2.549451 0.024102 0.024502 0.004409 0.471551 2.629121 0.024102 0.025261 0.004958 0.471551 2.708791 0.024102 0.026019 0.005544 0.471551 2.788462 0.024102 0.026778 0.006168 0.471551 2.868132 0.024102 0.027536 0.006831 0.471551 2.947802 0.024102 0.028295 0.007532 0.471551 3.027473 0.024102 0.029053 0.008274 0.471551 3.107143 0.024102 0.029812 0.009056 0.471551 3.186813 0.024102 0.030570 0.009879 0.471551 3.266484 0.024102 0.031329 0.010744 0.471551 3.346154 0.024102 0.032087 0.011652 0.471551 3.425824 0.024102 0.032845 0.012603 0.471551 3.505495 0.024102 0.033604 0.013598 0.471551 3.585165 0.024102 0.034362 0.014637 0.471551 3.664835 0.024102 0.035121 0.015722 0.471551 3.744505 0.024102 0.035879 0.016852 0.471551 3.824176 0.024102 0.036638 0.018029 0.471551 3.903846 0.024102 0.037396 0.019253 0.471551 3.983516 0.024102 0.038155 0.020524 0.471551 4.063187 0.024102 0.038913 0.021844 0.471551 4.142857 0.024102 0.039672 0.023213 0.471551 4.222527 0.024102 0.040430 0.024631 0.471551 4.302198 0.024102 0.041189 0.026100 0.471551 4.381868 0.024102 0.041947 0.027620 0.471551 4.461538 0.024102 0.042706 0.029191 0.471551 4.541209 0.024102 0.043464 0.030814 0.471551 4.620879 0.024102 0.044223 0.032491 0.471551 4.700549 0.024102 0.044981 0.034220 0.471551 4.780220 0.024102 0.045740 0.036005 0.471551 4.859890 0.024102 0.046498 0.037844 0.471551 4.939560 0.024102 0.047257 0.039739 0.471551 5.019231 0.024102 0.048015 0.041690 0.471551 5.098901 0.024102 0.048774 0.043699 0.471551 5.178571 0.024102 0.049532 0.045766 0.471551 5.258242 0.024102 0.050291 0.047892 0.471551 5.337912 0.024102 0.051049 0.050079 0.471551 5.417582 0.024102 0.051808 0.052326 0.471551 5.497253 0.024102 0.052566 0.054636 0.471551 5.576923 0.024102 0.053325 0.057010 0.471551 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 36 5.656593 0.024102 0.054083 0.059450 0.471551 5.736264 0.024102 0.054842 0.061957 0.471551 5.815934 0.024102 0.055600 0.064533 0.471551 5.895604 0.024102 0.056359 0.067182 0.471551 5.975275 0.024102 0.057117 0.069906 0.471551 6.054945 0.024102 0.057876 0.072713 0.471551 6.134615 0.024102 0.058634 0.075608 0.471551 6.214286 0.024102 0.059393 0.078605 0.471551 6.293956 0.024102 0.060151 0.081727 0.471551 6.373626 0.024102 0.060910 0.085030 0.471551 6.453297 0.024102 0.061668 0.088770 0.471551 6.500000 0.024102 0.076588 0.229043 0.471551 END FTABLE 2 FTABLE 1 12 6 Depth Area Volume Outflow1 Outflow2 Outflow3 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.024102 0.000000 0.000000 0.000000 0.000000 0.039835 0.024102 0.000960 0.000000 0.700594 0.000000 0.079670 0.024102 0.001920 0.000000 0.700594 0.000000 0.159341 0.024102 0.003840 37.71480 0.700594 0.000000 0.239011 0.024102 0.005761 135.2250 0.700594 0.000000 0.318681 0.024102 0.007681 266.8092 0.700594 0.000000 0.398352 0.024102 0.009601 425.1830 0.700594 0.000000 0.478022 0.024102 0.011521 606.3995 0.700594 0.000000 0.557692 0.024102 0.013442 669.6543 0.700594 0.000000 0.637363 0.024102 0.015362 695.3471 0.700594 0.000000 0.717033 0.024102 0.017282 730.1511 0.700594 0.000000 0.750000 0.024102 0.018077 772.0970 0.700594 0.000000 END FTABLE 1 FTABLE 3 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.031680 0.000000 0.000000 0.000000 0.016667 0.031680 0.000158 0.000000 0.063889 0.033333 0.031680 0.000317 0.000000 0.063889 0.050000 0.031680 0.000475 0.000000 0.063889 0.066667 0.031680 0.000634 0.000000 0.063889 0.083333 0.031680 0.000792 0.000000 0.063889 0.100000 0.031680 0.000950 0.000000 0.063889 0.116667 0.031680 0.001109 0.000000 0.063889 0.133333 0.031680 0.001267 0.000000 0.063889 0.150000 0.031680 0.001426 0.000000 0.063889 0.166667 0.031680 0.001584 0.000000 0.063889 0.183333 0.031680 0.001742 0.000000 0.063889 0.200000 0.031680 0.001901 0.000000 0.063889 0.216667 0.031680 0.002059 0.000000 0.063889 0.233333 0.031680 0.002218 0.000000 0.063889 0.250000 0.031680 0.002376 0.000000 0.063889 0.266667 0.031680 0.002534 0.000000 0.063889 0.283333 0.031680 0.002693 0.000000 0.063889 0.300000 0.031680 0.002851 0.000000 0.063889 0.316667 0.031680 0.003010 0.000000 0.063889 0.333333 0.031680 0.003168 0.000000 0.063889 0.350000 0.031680 0.003326 0.000000 0.063889 0.366667 0.031680 0.003485 0.000000 0.063889 0.383333 0.031680 0.003643 0.000000 0.063889 0.400000 0.031680 0.003802 0.000000 0.063889 0.416667 0.031680 0.003960 0.000000 0.063889 0.433333 0.031680 0.004118 0.000000 0.063889 0.450000 0.031680 0.004277 0.000000 0.063889 0.466667 0.031680 0.004435 0.000000 0.063889 0.483333 0.031680 0.004594 0.000000 0.063889 0.500000 0.031680 0.004752 0.000000 0.063889 0.516667 0.031680 0.004910 0.000000 0.063889 0.533333 0.031680 0.005069 0.000000 0.063889 0.550000 0.031680 0.005227 0.000000 0.063889 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 37 0.566667 0.031680 0.005386 0.000000 0.063889 0.583333 0.031680 0.005544 0.000000 0.063889 0.600000 0.031680 0.005702 0.000000 0.063889 0.616667 0.031680 0.005861 0.000000 0.063889 0.633333 0.031680 0.006019 0.000000 0.063889 0.650000 0.031680 0.006178 0.000000 0.063889 0.666667 0.031680 0.006336 0.000000 0.063889 0.683333 0.031680 0.006494 0.000000 0.063889 0.700000 0.031680 0.006574 0.000000 0.063889 0.716667 0.031680 0.006653 0.000000 0.063889 0.733333 0.031680 0.006732 0.000000 0.063889 0.750000 0.031680 0.006811 0.000000 0.063889 0.766667 0.031680 0.006890 0.000000 0.063889 0.783333 0.031680 0.006970 0.000000 0.063889 0.800000 0.031680 0.007049 0.000000 0.063889 0.816667 0.031680 0.007128 0.000000 0.063889 0.833333 0.031680 0.007207 0.000000 0.063889 0.850000 0.031680 0.007287 0.000000 0.063889 0.866667 0.031680 0.007366 0.000000 0.063889 0.883333 0.031680 0.007445 0.000000 0.063889 0.900000 0.031680 0.007524 0.000000 0.063889 0.916667 0.031680 0.007603 0.000000 0.063889 0.933333 0.031680 0.007683 0.000000 0.063889 0.950000 0.031680 0.007762 0.000000 0.063889 0.966667 0.031680 0.007841 0.000000 0.063889 0.983333 0.031680 0.007920 0.000000 0.063889 1.000000 0.031680 0.007999 0.000000 0.063889 1.016667 0.031680 0.008079 0.000000 0.063889 1.033333 0.031680 0.008158 0.000000 0.063889 1.050000 0.031680 0.008686 0.000000 0.063889 1.066667 0.031680 0.009214 0.035825 0.063889 1.083333 0.031680 0.009742 0.101329 0.063889 1.100000 0.031680 0.010270 0.186153 0.063889 1.116667 0.031680 0.010798 0.286601 0.063889 1.133333 0.031680 0.011326 0.400537 0.063889 1.150000 0.031680 0.011854 0.526519 0.063889 1.166667 0.031680 0.012382 0.663490 0.063889 1.183333 0.031680 0.012910 0.810629 0.063889 1.200000 0.031680 0.013438 0.967278 0.063889 1.216667 0.031680 0.013966 1.132889 0.063889 1.233333 0.031680 0.014494 1.307002 0.063889 1.250000 0.031680 0.015022 1.489221 0.063889 1.266667 0.031680 0.015550 1.679200 0.063889 1.283333 0.031680 0.016078 1.876633 0.063889 1.300000 0.031680 0.016606 2.081250 0.063889 1.316667 0.031680 0.017134 2.292806 0.063889 1.333333 0.031680 0.017662 2.511081 0.063889 1.350000 0.031680 0.018190 2.735874 0.063889 1.366667 0.031680 0.018718 2.967001 0.063889 1.383333 0.031680 0.019246 3.204294 0.063889 1.400000 0.031680 0.019774 3.447595 0.063889 1.416667 0.031680 0.020302 3.696761 0.063889 1.433333 0.031680 0.020830 3.951656 0.063889 1.450000 0.031680 0.021358 4.212154 0.063889 1.466667 0.031680 0.021886 4.478137 0.063889 1.483333 0.031680 0.022414 4.749494 0.063889 1.500000 0.031680 0.022942 5.026122 0.063889 END FTABLE 3 FTABLE 4 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.028007 0.000000 0.000000 0.000000 0.016667 0.028007 0.000140 0.000000 0.056481 0.033333 0.028007 0.000280 0.000000 0.056481 0.050000 0.028007 0.000420 0.000000 0.056481 0.066667 0.028007 0.000560 0.000000 0.056481 0.083333 0.028007 0.000700 0.000000 0.056481 0.100000 0.028007 0.000840 0.000000 0.056481 0.116667 0.028007 0.000980 0.000000 0.056481 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 38 0.133333 0.028007 0.001120 0.000000 0.056481 0.150000 0.028007 0.001260 0.000000 0.056481 0.166667 0.028007 0.001400 0.000000 0.056481 0.183333 0.028007 0.001540 0.000000 0.056481 0.200000 0.028007 0.001680 0.000000 0.056481 0.216667 0.028007 0.001820 0.000000 0.056481 0.233333 0.028007 0.001961 0.000000 0.056481 0.250000 0.028007 0.002101 0.000000 0.056481 0.266667 0.028007 0.002241 0.000000 0.056481 0.283333 0.028007 0.002381 0.000000 0.056481 0.300000 0.028007 0.002521 0.000000 0.056481 0.316667 0.028007 0.002661 0.000000 0.056481 0.333333 0.028007 0.002801 0.000000 0.056481 0.350000 0.028007 0.002941 0.000000 0.056481 0.366667 0.028007 0.003081 0.000000 0.056481 0.383333 0.028007 0.003221 0.000000 0.056481 0.400000 0.028007 0.003361 0.000000 0.056481 0.416667 0.028007 0.003501 0.000000 0.056481 0.433333 0.028007 0.003641 0.000000 0.056481 0.450000 0.028007 0.003781 0.000000 0.056481 0.466667 0.028007 0.003921 0.000000 0.056481 0.483333 0.028007 0.004061 0.000000 0.056481 0.500000 0.028007 0.004201 0.000000 0.056481 0.516667 0.028007 0.004341 0.000000 0.056481 0.533333 0.028007 0.004481 0.000000 0.056481 0.550000 0.028007 0.004621 0.000000 0.056481 0.566667 0.028007 0.004761 0.000000 0.056481 0.583333 0.028007 0.004901 0.000000 0.056481 0.600000 0.028007 0.005041 0.000000 0.056481 0.616667 0.028007 0.005181 0.000000 0.056481 0.633333 0.028007 0.005321 0.000000 0.056481 0.650000 0.028007 0.005461 0.000000 0.056481 0.666667 0.028007 0.005601 0.000000 0.056481 0.683333 0.028007 0.005742 0.000000 0.056481 0.700000 0.028007 0.005812 0.000000 0.056481 0.716667 0.028007 0.005882 0.000000 0.056481 0.733333 0.028007 0.005952 0.000000 0.056481 0.750000 0.028007 0.006022 0.000000 0.056481 0.766667 0.028007 0.006092 0.000000 0.056481 0.783333 0.028007 0.006162 0.000000 0.056481 0.800000 0.028007 0.006232 0.000000 0.056481 0.816667 0.028007 0.006302 0.000000 0.056481 0.833333 0.028007 0.006372 0.000000 0.056481 0.850000 0.028007 0.006442 0.000000 0.056481 0.866667 0.028007 0.006512 0.000000 0.056481 0.883333 0.028007 0.006582 0.000000 0.056481 0.900000 0.028007 0.006652 0.000000 0.056481 0.916667 0.028007 0.006722 0.000000 0.056481 0.933333 0.028007 0.006792 0.000000 0.056481 0.950000 0.028007 0.006862 0.000000 0.056481 0.966667 0.028007 0.006932 0.000000 0.056481 0.983333 0.028007 0.007002 0.000000 0.056481 1.000000 0.028007 0.007072 0.000000 0.056481 1.016667 0.028007 0.007142 0.000000 0.056481 1.033333 0.028007 0.007212 0.000000 0.056481 1.050000 0.028007 0.007679 0.000000 0.056481 1.066667 0.028007 0.008145 0.035825 0.056481 1.083333 0.028007 0.008612 0.101329 0.056481 1.100000 0.028007 0.009079 0.186153 0.056481 1.116667 0.028007 0.009546 0.286601 0.056481 1.133333 0.028007 0.010013 0.400537 0.056481 1.150000 0.028007 0.010479 0.526519 0.056481 1.166667 0.028007 0.010946 0.663490 0.056481 1.183333 0.028007 0.011413 0.810629 0.056481 1.200000 0.028007 0.011880 0.967278 0.056481 1.216667 0.028007 0.012347 1.132889 0.056481 1.233333 0.028007 0.012813 1.307002 0.056481 1.250000 0.028007 0.013280 1.489221 0.056481 1.266667 0.028007 0.013747 1.679200 0.056481 1.283333 0.028007 0.014214 1.876633 0.056481 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 39 1.300000 0.028007 0.014681 2.081250 0.056481 1.316667 0.028007 0.015147 2.292806 0.056481 1.333333 0.028007 0.015614 2.511081 0.056481 1.350000 0.028007 0.016081 2.735874 0.056481 1.366667 0.028007 0.016548 2.967001 0.056481 1.383333 0.028007 0.017014 3.204294 0.056481 1.400000 0.028007 0.017481 3.447595 0.056481 1.416667 0.028007 0.017948 3.696761 0.056481 1.433333 0.028007 0.018415 3.951656 0.056481 1.450000 0.028007 0.018882 4.212154 0.056481 1.466667 0.028007 0.019348 4.478137 0.056481 1.483333 0.028007 0.019815 4.749494 0.056481 1.500000 0.028007 0.020282 5.026122 0.056481 END FTABLE 4 FTABLE 5 91 5 Depth Area Volume Outflow1 Outflow2 Velocity Travel Time*** (ft) (acres) (acre-ft) (cfs) (cfs) (ft/sec) (Minutes)*** 0.000000 0.371212 0.000000 0.000000 0.000000 0.016667 0.371212 0.001856 0.000000 0.748611 0.033333 0.371212 0.003712 0.000000 0.748611 0.050000 0.371212 0.005568 0.000000 0.748611 0.066667 0.371212 0.007424 0.000000 0.748611 0.083333 0.371212 0.009280 0.000000 0.748611 0.100000 0.371212 0.011136 0.000000 0.748611 0.116667 0.371212 0.012992 0.000000 0.748611 0.133333 0.371212 0.014848 0.000000 0.748611 0.150000 0.371212 0.016705 0.000000 0.748611 0.166667 0.371212 0.018561 0.000000 0.748611 0.183333 0.371212 0.020417 0.000000 0.748611 0.200000 0.371212 0.022273 0.000000 0.748611 0.216667 0.371212 0.024129 0.000000 0.748611 0.233333 0.371212 0.025985 0.000000 0.748611 0.250000 0.371212 0.027841 0.000000 0.748611 0.266667 0.371212 0.029697 0.000000 0.748611 0.283333 0.371212 0.031553 0.000000 0.748611 0.300000 0.371212 0.033409 0.000000 0.748611 0.316667 0.371212 0.035265 0.000000 0.748611 0.333333 0.371212 0.037121 0.000000 0.748611 0.350000 0.371212 0.038977 0.000000 0.748611 0.366667 0.371212 0.040833 0.000000 0.748611 0.383333 0.371212 0.042689 0.000000 0.748611 0.400000 0.371212 0.044545 0.000000 0.748611 0.416667 0.371212 0.046402 0.000000 0.748611 0.433333 0.371212 0.048258 0.000000 0.748611 0.450000 0.371212 0.050114 0.000000 0.748611 0.466667 0.371212 0.051970 0.000000 0.748611 0.483333 0.371212 0.053826 0.000000 0.748611 0.500000 0.371212 0.055682 0.000000 0.748611 0.516667 0.371212 0.057538 0.000000 0.748611 0.533333 0.371212 0.059394 0.000000 0.748611 0.550000 0.371212 0.061250 0.000000 0.748611 0.566667 0.371212 0.063106 0.000000 0.748611 0.583333 0.371212 0.064962 0.000000 0.748611 0.600000 0.371212 0.066818 0.000000 0.748611 0.616667 0.371212 0.068674 0.000000 0.748611 0.633333 0.371212 0.070530 0.000000 0.748611 0.650000 0.371212 0.072386 0.000000 0.748611 0.666667 0.371212 0.074242 0.000000 0.748611 0.683333 0.371212 0.076098 0.000000 0.748611 0.700000 0.371212 0.077027 0.000000 0.748611 0.716667 0.371212 0.077955 0.000000 0.748611 0.733333 0.371212 0.078883 0.000000 0.748611 0.750000 0.371212 0.079811 0.000000 0.748611 0.766667 0.371212 0.080739 0.000000 0.748611 0.783333 0.371212 0.081667 0.000000 0.748611 0.800000 0.371212 0.082595 0.000000 0.748611 0.816667 0.371212 0.083523 0.000000 0.748611 0.833333 0.371212 0.084451 0.000000 0.748611 0.850000 0.371212 0.085379 0.000000 0.748611 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 40 0.866667 0.371212 0.086307 0.000000 0.748611 0.883333 0.371212 0.087235 0.000000 0.748611 0.900000 0.371212 0.088163 0.000000 0.748611 0.916667 0.371212 0.089091 0.000000 0.748611 0.933333 0.371212 0.090019 0.000000 0.748611 0.950000 0.371212 0.090947 0.000000 0.748611 0.966667 0.371212 0.091875 0.000000 0.748611 0.983333 0.371212 0.092803 0.000000 0.748611 1.000000 0.371212 0.093731 0.000000 0.748611 1.016667 0.371212 0.094659 0.000000 0.748611 1.033333 0.371212 0.095587 0.000000 0.748611 1.050000 0.371212 0.101774 0.000000 0.748611 1.066667 0.371212 0.107961 0.035825 0.748611 1.083333 0.371212 0.114148 0.101329 0.748611 1.100000 0.371212 0.120335 0.186153 0.748611 1.116667 0.371212 0.126521 0.286601 0.748611 1.133333 0.371212 0.132708 0.400537 0.748611 1.150000 0.371212 0.138895 0.526519 0.748611 1.166667 0.371212 0.145082 0.663490 0.748611 1.183333 0.371212 0.151269 0.810629 0.748611 1.200000 0.371212 0.157456 0.967278 0.748611 1.216667 0.371212 0.163643 1.132889 0.748611 1.233333 0.371212 0.169830 1.307002 0.748611 1.250000 0.371212 0.176016 1.489221 0.748611 1.266667 0.371212 0.182203 1.679200 0.748611 1.283333 0.371212 0.188390 1.876633 0.748611 1.300000 0.371212 0.194577 2.081250 0.748611 1.316667 0.371212 0.200764 2.292806 0.748611 1.333333 0.371212 0.206951 2.511081 0.748611 1.350000 0.371212 0.213138 2.735874 0.748611 1.366667 0.371212 0.219324 2.967001 0.748611 1.383333 0.371212 0.225511 3.204294 0.748611 1.400000 0.371212 0.231698 3.447595 0.748611 1.416667 0.371212 0.237885 3.696761 0.748611 1.433333 0.371212 0.244072 3.951656 0.748611 1.450000 0.371212 0.250259 4.212154 0.748611 1.466667 0.371212 0.256446 4.478137 0.748611 1.483333 0.371212 0.262633 4.749494 0.748611 1.500000 0.371212 0.268819 5.026122 0.748611 END FTABLE 5 END FTABLES EXT SOURCES <-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # tem strg<-factor->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1.2 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1.2 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 0.76 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 0.76 IMPLND 1 999 EXTNL PETINP WDM 2 PREC ENGL 1.2 RCHRES 1 EXTNL PREC WDM 1 EVAP ENGL 0.5 RCHRES 1 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 2 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 3 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 4 EXTNL POTEV WDM 1 EVAP ENGL 0.76 RCHRES 5 EXTNL POTEV END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><--Mult-->Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><--Mult--> <Target> <-Grp> <-Member->*** <Name> <Name> # #<-factor-> <Name> <Name> # #*** MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 2 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 41 MASS-LINK 3 PERLND PWATER IFWO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO 0.083333 RCHRES INFLOW IVOL END MASS-LINK 5 MASS-LINK 8 RCHRES OFLOW OVOL 2 RCHRES INFLOW IVOL END MASS-LINK 8 MASS-LINK 53 IMPLND IWATER SURO IMPLND EXTNL SURLI END MASS-LINK 53 MASS-LINK 54 PERLND PWATER SURO IMPLND EXTNL SURLI END MASS-LINK 54 MASS-LINK 55 PERLND PWATER IFWO IMPLND EXTNL SURLI END MASS-LINK 55 MASS-LINK 71 RCHRES OFLOW OVOL 1 12.00000 IMPLND EXTNL SURLI END MASS-LINK 71 END MASS-LINK END RUN 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 42 Predeveloped HSPF Message File 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 43 Mitigated HSPF Message File 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 44 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright Â© by : Clear Creek Solutions, Inc. 2005-2022; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com 172nd Street NE (Series) 1/18/2022 9:26:03 AM Page 45 Appendix C Geotechnical Engineering Report Terra Associates, Inc. November 23, 2020 Storm Drainage Report Project Roxy Roundabout 2200283.10 Appendix D Wetland and Fish and Wildlife Habitat Assessment Report Soundview Consultants September 2020 Storm Drainage Report Project Roxy Roundabout 2200283.10 WETLAND AND FISH AND WILDLIFE HABITAT ASSESSMENT REPORT PROJECT ROXY SEPTEMBER 2020 WETLAND AND FISH AND WILDLIFE HABITAT ASSESSMENT REPORT PROJECT ROXY SEPTEMBER 15, 2020 PROJECT LOCATION 16928 51ST AVENUE NORTHEAST ARLINGTON, WASHINGTON 98270 PREPARED FOR LEN PSYK PANATTONI CONSTRUCTION 1821 DOCK STREET, SUITE 100 TACOMA, WASHINGTON 98402 PREPARED BY SOUNDVIEW CONSULTANTS LLC 2907 HARBORVIEW DRIVE GIG HARBOR, WASHINGTON 98335 (253) 514-8952 Executive Summary Soundview Consultants LLC (SVC) has been assisting Panattoni Construction (Applicant) with a Wetland and Fish and Wildlife Habitat Assessment for the proposed commercial development of a 77.96-acre site located at 16928 51st Avenue Northeast in the City of Arlington, Washington. The subject property consists of five parcels situated in the Northeast Â¼ of Section 28, Township 31 North, Range 5 East, W.M. (Snohomish County Tax Parcel Numbers 31052800100300, 31052800101300, 31052800100100, 31052800100500, and 31052800100400). SVC investigated the subject property for the presence of potentially-regulated wetlands, waterbodies, fish and wildlife habitat, and/or priority species in the summer of 2020. Using current methodology, the site investigation identified and delineated three potentially-regulated wetlands (Wetlands A-C) on the subject property and one offsite stream (Hayho Creek) within 225 feet of the site. Wetland A is classified as a Category II wetland with a moderate (6-7 points) habitat score and subject to standard 165-foot buffer per Arlington Municipal Code (AMC) 20.93.830 Table 20.93-4. Wetlands B and C are classified as Category IV wetlands with low (5 or less points) habitat scores and subject to standard 40-foot buffers per AMC 20.93.830 Table 20.93-4. Offsite Hayho Creek is designated as a Type F stream and subject to a standard 100-foot buffer per AMC 20.93.730 Table 20.93-3. Per AMC 20.93.340 a 15-foot building setback is required from the edge of any critical area buffer. No other potentially-regulated wetlands, waterbodies, fish and wildlife habitat, or priority species were identified within 225 feet of the subject property. The Applicant proposes industrial development of the subject property to include a large warehouse and associated infrastructure. A Conceptual Mitigation Plan for potential project impacts will be provided under separate cover. The table below identifies the onsite critical areas and summarizes the potential regulatory status by local, state, and federal agencies. Regulated Under Feature Size Category/ Regulated Under Regulated Under AMC Chapter Name Onsite Type1 RCW 90.48 Clean Water Act 20.932 Wetland A 69,270 SF II Yes Yes Likely Wetland B 1,245 SF IV Yes Yes Likely Wetland C 7,535SF IV Yes Yes Likely Hayho Creek N/A F Yes Yes Likely (offsite) Note: 1. Current Washington State Department of Ecology (WSDOE) wetland rating system (Hruby, 2014) per AMC 20.93.800.a. DNR Water Typing system per AMC 20.93.700. 1144.0026 Panattoni â€“ Project Roxy i Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Site Map 1144.0026 Panattoni â€“ Project Roxy iii Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Table of Contents Chapter 1. Introduction ................................................................................................................................... 1 Chapter 2. Proposed Project ........................................................................................................................... 2 2.1 Project Location ...................................................................................................................................... 2 2.2 Project Description ................................................................................................................................. 2 Chapter 3. Methods .......................................................................................................................................... 4 Chapter 4. Existing Conditions....................................................................................................................... 5 4.1 Landscape Setting ................................................................................................................................... 5 4.2 Soils ........................................................................................................................................................... 5 4.3 Vegetation ................................................................................................................................................ 6 4.4 Critical Area Inventories ........................................................................................................................ 6 4.5 Precipitation ............................................................................................................................................. 7 Chapter 5. Results ............................................................................................................................................. 8 5.1 Wetlands ................................................................................................................................................... 8 5.2 Agricultural Ditch ................................................................................................................................. 13 5.3 Offsite Hayho Creek ............................................................................................................................ 13 Chapter 6. Regulatory Considerations ......................................................................................................... 14 6.1 Local Considerations ............................................................................................................................ 14 6.2 State and Federal Considerations ....................................................................................................... 15 Chapter 7. Closure .......................................................................................................................................... 18 Chapter 9. References .................................................................................................................................... 19 Figures Figure 1. Vicinity Map. ................................................................................................................ 2 Figure 2. Aerial Image of the Subject Property. ........................................................................... 5 Tables Table 1. Precipitation Summary1 .................................................................................................. 7 Table 2. Wetland Summary .......................................................................................................... 8 Table 3. Wetland A Summary .................................................................................................... 10 Table 4. Wetland B Summary .................................................................................................... 11 Table 5. Wetland C Summary .................................................................................................... 12 Table 6. Measures to Minimize Impacts to Wetlands .................................................................. 14 Appendices Appendix A â€“â€“ Methods and Tools Appendix B â€“â€“ Background Information Appendix C â€“â€“ Existing Conditions and Proposed Exhibits Appendix D â€“â€“ Data Forms Appendix E â€“â€“ Wetland Rating Forms Appendix F â€“â€“ Wetland Rating Figures Appendix G â€“â€“ Qualifications 1144.0026 Panattoni â€“ Project Roxy iv Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 1. Introduction Soundview Consultants LLC (SVC) has been assisting Panattoni Construction (Applicant) with a Wetland and Fish and Wildlife Habitat Assessment for the proposed commercial development of a 77.96-acre site located at 16928 51st Avenue Northeast in the City of Arlington, Washington. The subject property consists of five parcels situated in the Northeast Â¼ of Section 28, Township 31 North, Range 5 East, W.M. (Snohomish County Tax Parcel Numbers 31052800100300, 31052800101300, 31052800100100, 31052800100500, and 31052800100400). The purpose of this wetland and fish and wildlife habitat assessment is to identify the presence of potentially-regulated wetlands, waterbodies, fish and wildlife habitat, and/or priority species on or near the subject site. This report provides conclusions and recommendations regarding: â€¢ Site description, project description, and area of assessment; â€¢ Background research and identification of potentially-regulated critical areas within the vicinity of the proposed project; â€¢ Identification and assessment of potentially-regulated wetlands and other aquatic features; â€¢ Identification and assessment of potentially-regulated fish and wildlife habitat; â€¢ Existing site map detailing identified critical areas and standard buffers; â€¢ Site plan detailing the proposed development; and â€¢ Supplemental information necessary for regulatory review. 1144.0026 Panattoni â€“ Project Roxy 1 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 2. Proposed Project 2.1 Project Location The subject property consists of a 77.96-acre site located at 16928 51st Avenue Northeast in the City of Arlington, Washington. The subject property consists of five parcels situated in the Northeast Â¼ of Section 28, Township 31 North, Range 5 East, W.M. (Snohomish County Tax Parcel Numbers 31052800100300, 31052800101300, 31052800100100, 31052800100500, and 31052800100400). To access the subject site from Interstate-5 North from the Marysville area, use the right two lanes to take exit 206 to merge onto Washington-531 East/172nd Street Northeast/Edgecomb Road. Continue for 1.5 miles, then turn right onto 51st Avenue Northeast/Shoultes Road. Continue on 51st Avenue Northeast/Shoultes Road, where the subject property will be located on the right. Figure 1. Vicinity Map. Subject Property Location 2.2 Project Description The Applicant proposes commercial development of the subject property to include a large warehouse distribution center with loading docks, trailer stalls, paved areas for parking, truck and van loading, and maneuvering, a stormwater detention and treatment basin, and frontage improvements. Stormwater treatment will consist of detention and enhanced treatment onsite; following treatment, the stormwater will be discharged to Wetland A, where it will filter through the wetland prior to 1144.0026 Panattoni â€“ Project Roxy 2 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 entering Hayho Creek. A Conceptual Mitigation Plan for potential project impacts will be provided under separate cover. 1144.0026 Panattoni â€“ Project Roxy 3 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 3. Methods SVC investigated, delineated, and assessed any potentially-regulated wetlands, drainages, and other fish and wildlife habitat on and within 225 feet of the subject property in July and August of 2020. All determinations were made using observable vegetation, hydrology, and soils in conjunction with data from the U.S. Geological Survey (USGS) topographic maps, National Resource Conservation Service (NRCS) soil survey, U.S. Fish and Wildlife Service (USFWS) National Wetland Inventory (NWI), Washington State Department of Natural Resources (DNR) water typing system, Washington Department of Fish and Wildlife (WDFW) Priority Habitats and Species (PHS) and Salmonscape mapping tools, Snohomish County Geographic Information Systems (GIS) data, and various orthophotographic resources (Appendix B). Appendix A contains further details for the methods and tools used to prepare this report. Wetland boundaries were determined using the routine approach described in the U.S. Army Corps of Engineers (USACE) Wetlands Delineation Manual (Environmental Laboratory, 1987) and modified according to the guidelines established in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0) (USACE, 2010) and Field Indicators of Hydric Soils in the United States (NRCS, 2018). Qualified wetland scientists marked the boundary of the onsite wetlands with orange surveyorâ€™s flagging labeled alpha-numerically and tied to 3-foot lath or vegetation along the wetland boundaries. Pink surveyorâ€™s flagging was labeled alpha- numerically and tied to 3-foot lath or vegetation at formal sampling locations to mark the points where detailed data was collected (DP-1 to DP-8). Additional tests pits were excavated at regular intervals inside and outside of the wetland boundaries to further confirm the delineations. SVC classified all wetlands using both the hydrogeomorphic (Brinson, 1993) and Cowardin (Cowardin, 1979) classification systems. Following classification and assessment, WSDOE-trained scientists rated and categorized all wetlands using the Washington State Wetlands Rating System for Western Washington (Hruby, 2014) and the definitions established in AMC 20.93.800 Ordinary high water mark (OHW) determinations were made using WSDOEâ€™s method detailed in Determining the Ordinary High Water Mark for Shoreline Management Act Compliance in Washington State (Anderson et al., 2016) and definitions established in Revised Code of Washington (RCW) 90.58.030(2)(b) and Washington Administrative Code (WAC) 173-22-030(11). Surface water features were classified using the DNR water typing system as outlined in WAC 222.16 and the guidelines established in AMC 20.93.700. The fish and wildlife habitat assessment was conducted during the same site visit by qualified fish and wildlife biologists. The experienced biologists made visual observations using stationary and walking survey methods for both aquatic and upland habitats noting any special habitat features or signs of fish and wildlife activity. 1144.0026 Panattoni â€“ Project Roxy 4 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 4. Existing Conditions 4.1 Landscape Setting The 77.96-acre subject property is located in a mixed agricultural, commercial, and residential setting in the City of Arlington (Figure 2). The site is dominated by cultivated agriculture land. The totality of this site is affected by anthropogenic disturbance in the form of grading and tilling of the soils, as well as manipulation of onsite vegetation through plantings and herbicide application. The subject property is planted and is currently utilized for the harvest of maize (Zea mays). The subject property abuts 172nd Street Northeast to the north, 43rd Avenue Northeast to the west, agricultural fields to the south, and 51st Avenue Northeast to the east. Topography onsite is generally flat with elevations ranging from approximately 108 feet above mean sea level (amsl) on the southwest portion of the subject property to approximately 115 feet amsl on the northeast portion of the subject property. A Snohomish County contours map is provided in Appendix B1. Figure 2. Aerial Image of the Subject Property. Subject Property Location 4.2 Soils The NRCS Soil Survey of Snohomish County, Washington identifies three soil series on the subject property: Custer fine sandy loam (13), Lynnwood loamy sand, 0 to 3 percent slopes (30), and Mukilteo muck (34). A soil map is provided in Appendix B2. Below are detailed descriptions of the soil profiles. 1144.0026 Panattoni â€“ Project Roxy 5 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Custer fine sandy loam (13) According to the NRCS survey, Custer fine sandy loam is a very deep, poorly drained soil formed in glacial outwash. In a typical profile, the surface layer is about 9 inches thick and consists of a dark grayish brown fine sandy loam. The upper subsoil is about 7 inches thick and consists of a loamy fine sand. The lower subsoil is about 19 inches thick and consists of gray and olive sand with iron- cemented concretions that form a discontinuous hardpan. Custer fine sandy loam is listed as hydric by on the Snohomish County Hydric Soils list (NRCS, 2020). Lynnwood loamy sand, 0 to 3 percent slopes (30) According to the NRCS survey, Lynnwood loamy sand, 0 to 3 percent slopes, is a very deep, somewhat excessively drained soil that is located on terraces and outwash plains. Permeability is rapid and water capacity is low. In a typical soil profile, the surface layer is about 1 inch thick and consists of a grayish brown loamy sand. The upper part of the subsoil is a dark brown loamy sand about 14 inches thick, and the lower part of the subsoil is a dark yellowish brown loamy sand about 14 inches thick. The bottom layer to a depth of 60 inches consists of a grayish brown sand. Sandy loam has also been identified in the surface layer and subsoil of the soil profile. Lynnwood loamy sand, 0 to 3 percent slopes, is not listed as a hydric soil on the Snohomish County Hydric Soils List. Up to 5 percent of this non-hydric soil map unit may contain inclusions of hydric Custer soils (NRCS, 2020). Mukilteo Muck (34) According to the NRCS survey, Mukilteo muck is a very deep, poorly drained soil that is formed predominantly by sedges. Permeability is moderate and water capacity is high. In a typical profile, the surface layer is about 4 inches thick and consists of a dark reddish-brown muck. The next layer is dark reddish brown to black organic material about 31 inches thick, followed by a black organic layer about 19 inches thick. The bottom layer to a depth of 60 inches or greater consists of an olive gray fine sandy loam. Large amounts of woody material is common. Mukilteo muck is listed as hydric on the Snohomish County Hydric Soils list (NRCS, 2020). 4.3 Vegetation The subject property consists entirely of maintained agricultural fields planted with maize. Other grasses and forbs present on the site include lambsquarter (Chenopodium album), black bindweed (Fallopia convolvulus), hairy catâ€™s ear (Hypochaeris radicata), common velvetgrass (Holcus lanatus), common dandelion (Taraxacum officinale), red clover (Trifolium pratense), and non-native invasive species Himalayan blackberry (Rubus armeniacus) and reed canarygrass (Phalaris arundinacea). 4.4 Critical Area Inventories The Snohomish County Critical Areas Inventory (Appendix B3) and WDFW PHS map (Appendix B4) identify a potential wetland on the southwest corner of the subject property, extending offsite to the south. The USFWS NWI map (Appendix B5) identifies a potential wetland in the same area greater than 225 feet to the south of the subject property. The Snohomish County Critical Areas Inventory also identifies potential wetland presence across much of the subject property and offsite across 172nd Street Northeast to the north based on remote-sensing wetland model. The Snohomish County Critical Areas Inventory identifies a potential stream, categorized as a non-fish, seasonal stream, southwest adjacent to the subject property. The USFWS NWI map identifies this potential stream as a freshwater forested/shrub wetland; the DNR Stream Typing map (Appendix B6) identifies the stream as a non-fish bearing stream; and the WDFW SalmonScape map (Appendix B7) identifies 1144.0026 Panattoni â€“ Project Roxy 6 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 the stream near the subject property as being gradient accessible for coho, chinook, chum, and pink salmon and winter steelhead. A second potential stream is mapped offsite by Snohomish County Critical Areas, DNR, WDFW SalmonScape, and USFWS NWI, however is located greater than 225 feet and across 51st Avenue Northeast from the subject property. No other streams, wetlands, priority habitats or species are documented on or within 225 feet of the subject property. 4.5 Precipitation Precipitation data was acquired from the National Oceanic and Atmospheric Administration (NOAA) station at Seattle-Tacoma International Airport (Sea-Tac) in order to obtain percent of normal precipitation for the general North-Puget Sound region during and preceding the investigations. A summary of data collected is provided in Table 1. Table 1. Precipitation Summary1 Day Day 1 Week 2 Weeks 30 Days Prior Year to Date Percent of Date Of Before Prior Prior (Observed/Normal) (Observed/Normal)2 Normal3 7/16/2020 0.00 0.00 0.01 0.01 1.09/1.09 23.57/19.44 100/121 8/20/2020 0.08 0.00 0.08 0.17 0.19/0.68 23.89/20.20 28/118 8/25/2020 0.00 0.00 0.20 0.20 0.29/0.75 24.01/20.36 39/118 Notes: 1. Precipitation levels provided in inches. Data obtained from NOAA (http://w2.weather.gov/climate/xmacis.php?wfo=sew) for Sea-Tac International Airport. 2. Year-to-date precipitation is for the 2020 calendar year from January 1 to the onsite dates. 3. Percent of normal is shown for the last 30 days and 2020 year to date. Precipitation levels during the site reconnaissance in July 2020 were within the statistical normal range for the prior 30 days and for the 2020 calendar year (100 and 121 percent of normal). Precipitation levels during the site investigations in August 2020 were below the statistical normal range for the prior 30 days (28 and 39 percent of normal), however, were within the statistical normal range for the 2020 calendar year (118 percent of normal). These precipitation data suggest that hydrologic conditions encountered at the time of site investigations may have been relatively drier than normal. Such conditions and the dry season timing of the site investigations were considered in making professional wetland determinations. 1144.0026 Panattoni â€“ Project Roxy 7 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 5. Results The site investigations in summer of 2020 identified and delineated three potentially-regulated wetlands (Wetlands A through C) on the subject property and one potentially-regulated stream (Hayho Creek) offsite to the southwest of the subject property. No other potentially-regulated wetlands, waterbodies, fish and wildlife habitat, or priority species were identified within 225 feet of the subject property during the site investigations. 5.1 Wetlands 5.1.1 Overview A total of three wetlands (Wetlands A through C) were identified on the subject property. The identified wetlands contained indicators of hydric soils, wetland hydrology, and a predominance of hydrophytic vegetation according to current wetland delineation methodology. Wetland data forms are provided in Appendix D; wetland rating forms are provided in Appendix E; and wetland rating maps are provided in Appendix F. Table 2 summarizes the wetlands identified onsite during the site investigations. Table 2. Wetland Summary Predominant Wetland Classification / Rating Wetland Buffer Size Onsite Wetland City of Width Cowardin1 HGM2 WSDOE3 (Square Arlington4 (feet)5 Feet) A PFO/SS/EMBC Depressional II II 69,270 165 B PEMA Depressional IV IV 7,535 40 C PEMAB Depressional IV IV 1,245 40 Notes: 1. Cowardin et al. (1979); Federal Geographic Data Committee (2013); class based on vegetation: PFO = Palustrine Forested, PSS = Palustrine Scrub-Shrub, PEM = Palustrine Emergent. Modifiers for Water Regime: A = Temporarily Flooded, B = Seasonally Saturated, C = Seasonally Flooded. 2. Brinson, M. M. (1993). 3. Current WSDOE wetland rating system for Western Washington (Hruby, 2014). 4. AMC 20.93.800 Wetland classifications. 5. AMC 20.93.830 Wetland buffer widths. Wetland A Wetland A is approximately 69,270 square feet (1.59 acres) in size onsite and is located on the southwest corner of the subject property, extending offsite to the west and south. Hydrology for Wetland A is provided by surface sheet flow from adjacent uplands, direct precipitation, and a seasonally high groundwater table. Onsite wetland vegetation is dominated by maize. Wetland A is a Palustrine Forested/Scrub-shrub/Emergent, Seasonally Saturated, Seasonally Flooded (PFO/SS/EMBC) wetland. Per AMC 20.93.800(b), Wetland A-is a Category II depressional wetland. Table 3 summarizes Wetland A. Wetland B Wetland B is approximately 7,535 square feet (0.17 acre) in size onsite and is located on the south- central portion of the subject property. Hydrology for Wetland B is provided by surface sheet flow from adjacent uplands and direct precipitation. Wetland vegetation is dominated by maize, white clover (Trifolium repens), and hairy crabgrass (Digitaria sanguinalis). Wetland B is a Palustrine Emergent, 1144.0026 Panattoni â€“ Project Roxy 8 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Temporarily Flooded wetland (PEMA). Per AMC 20.93.800(b), Wetland B is a Category IV depressional wetland. Table 4 summarizes Wetlands B. Wetland C Wetland C is approximately 1,245 square feet (0.03 acre) in size onsite and is located on the southwest portion of the subject property. Hydrology for Wetland C is provided by surface sheet flow from adjacent uplands and direct precipitation. Wetland vegetation is dominated by maize and fringed willowherb (Epilobium ciliatum). Wetland C is a Palustrine Emergent, Temporarily Flooded, Seasonally Saturated wetland (PEMAB). Per AMC 20.93.800(b), Wetland C is a Category IV depressional wetland. Table 5 summarizes Wetland C. 1144.0026 Panattoni â€“ Project Roxy 9 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Table 3. Wetland A Summary WETLAND A â€“ INFORMATION SUMMARY Location: Wetland A is located on the southwest corner of the subject property. Local Jurisdiction City of Arlington WRIA 7 â€“ Snohomish WSDOE Rating II (Hruby, 2014) City of Arlington II Rating City of Arlington 165 Buffer Width Wetland Size ~69,270 SF onsite Cowardin PFO/SS/EMBC Classification HGM Classification Depressional Wetland Data Sheet(s) DP-4 Upland Data Sheet(s) DP-3, DP-5 Boundary Flag color Orange Dominant Onsite wetland vegetation is dominated by maize. Vegetation Soils Hydric soil indicator F6 (Redox Dark Surface) was observed. Hydrology for the wetland is provided by surface sheet flow from adjacent uplands, direct precipitation, and a seasonally high groundwater table. Wetland hydrology was observed Hydrology through primary indicator D1 (Stunted or Stressed Plants), and secondary indicators C9 (Saturation Visible on Aerial Imagery), D2 (Geomorphic Position), and D5 (FAC-Neutral Test). Rationale for The wetland boundary was determined by a slight topographic drop and a transition to a Delineation stunted, hydrophytic plant community. Rationale for Local rating is based upon Hruby (2014) rating system per AMC 20.93.800. Local Rating Wetland Functions Summary Wetland A has high potential to improve water quality due to greater than 50 percent of the wetland being covered in persistent, ungrazed vegetation, seasonal ponding in greater than 50 percent of the area, proximity to land uses that generate pollutants, and the Water Quality presence of a TMDL in the watershed. However, these functions are somewhat limited by the presence of a permanently flowing outlet. Wetland A scores a total of 7 points for water quality functions using the 2014 rating method. Wetland A has moderate potential to support hydrologic functions onsite as the wetland contains moderate water storage capacity, the surrounding maintained field may contribute to excess runoff, and the contributing basin contains a large amount of Hydrologic intensive land uses. However, these functions may be limited by the presence of a permanently flowing outlet. Wetland A scores a total of 6 points for hydrologic functions using the 2014 rating method. Wildlife habitat functions provided by Wetland A are moderate due multiple Cowardin classes and hydroperiods, moderate interspersion of habitats, and multiple special habitat Habitat features and priority habitats. However, these functions are somewhat limited by the disturbed nature of the wetland on the onsite portion of the maintained agricultural field. Wetland A scores a total of 7 points for habitat functions using the 2014 rating method. Buffer The onsite buffer surrounding Wetland A is degraded as it consists mostly of a maintained Condition agricultural field, which does not provide adequate screening. 1144.0026 Panattoni â€“ Project Roxy 10 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Table 4. Wetland B Summary WETLAND B â€“ INFORMATION SUMMARY Location: Wetland B is located on the south-central portion of the subject property. Local Jurisdiction City of Arlington WRIA 7 - Snohomish WSDOE Rating IV (Hruby, 2014) City of Arlington IV Rating City of Arlington 40 Buffer Width Wetland Size ~7,535SF Cowardin PEMA Classification HGM Classification Depressional Wetland Data Sheet(s) DP-1 Upland Data Sheet(s) DP-6 Boundary Flag color Orange Dominant Wetland vegetation is dominated by maize, white clover and hairy crabgrass. Vegetation Soils Hydric soil indicator F6 (Redox Dark Surface) was observed. Hydrology for the wetland is provided by surface sheet flow from adjacent uplands and Hydrology direct precipitation. Wetland hydrology was observed through primary indicator D1 (Stunted or Stressed Plants). Rationale for The wetland boundary was determined by a slight topographic drop and a transition to a Delineation stunted plant community. Rationale for Local rating is based upon Hruby (2014) rating system per AMC 20.93.800. Local Rating Wetland Functions Summary Wetland B has moderate potential to improve water quality due to the proximity to land uses that generate pollutants and the presence of a TMDL in the watershed. However, Water Quality these functions are limited by lack of seasonal ponding and low amounts of persistent, ungrazed vegetation. Wetland B scores a total of 6 points for water quality functions using the 2014 rating method. Wetland B has low potential to reduce flooding due to its small size relative to the contributing basin and limited water storage capacity. However, Wetland B has the potential to support hydrologic functions onsite as the surrounding maintained field may Hydrologic contribute to excess runoff, and the contributing basin contains a large amount of intensive land uses. Wetland B scores a total of 5 points for hydrologic functions using the 2014 rating method. Wildlife habitat functions provided by these Wetland B is limited due to the disturbed nature of the wetland, lack of multiple Cowardin classes and hydroperiods, and an overall Habitat lack of complexity and special habitat features which limits habitat suitability for a variety of species. Wetland B scores a total of 3 points for habitat functions using the 2014 rating method. The onsite buffer surrounding Wetland B is degraded as it consists mostly of a maintained Buffer agricultural field and non-native invasive species Himalayan blackberry and reed Condition canarygrass, which does not provide adequate screening. 1144.0026 Panattoni â€“ Project Roxy 11 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Table 5. Wetland C Summary WETLAND C â€“ INFORMATION SUMMARY Location: Wetland C is located on the southwest portion of the subject property. Local Jurisdiction City of Arlington WRIA 7 â€“ Snohomish WSDOE Rating IV (Hruby, 2014) City of Arlington IV Rating City of Arlington 40 Buffer Width Wetland Size ~1,245 SF Cowardin PEMAB Classification HGM Classification Depressional Wetland Data Sheet(s) DP-2 Upland Data Sheet(s) DP-3 Boundary Flag color Orange Dominant Wetland vegetation is dominated by maize and fringed willowherb. Vegetation Soils Hydric soil indicator F6 (Redox Dark Surface) was observed. Hydrology for the wetland is provided by surface sheet flow from adjacent uplands and direct precipitation. Wetland hydrology was observed through primary indicator D1 Hydrology (Stunted or Stressed Plants), and secondary indicators D2 (Geomorphic Position) and D5 (FAC-Neutral Test). Rationale for The wetland boundary was determined by a slight topographic drop and a transition to a Delineation stunted plant community. Rationale for Local rating is based upon Hruby (2014) rating system per AMC 20.93.800. Local Rating Wetland Functions Summary Wetland C has moderate potential to improve water quality due to its proximity to land uses that generate pollutants, the presence of a TMDL in the watershed, and direct discharge to a waterbody on the 303(d) list. However, these functions are limited by a Water Quality lack of seasonal ponding, low amounts of persistent, ungrazed vegetation, and the presence of an outlet. Wetland C scores a total of 6 points for water quality functions using the 2014 rating method. Wetland C has low potential to reduce flooding due to its small size relative to the contributing basin and limited water storage capacity. Wetland C has the potential to support hydrologic functions onsite as the surrounding maintained field may contribute Hydrologic to excess runoff, and the contributing basin contains a large amount of intensive land uses. Wetland C scores a total of 5 points for hydrologic functions using the 2014 rating method. Wildlife habitat functions provided by Wetland C are limited due to the disturbed nature of the wetland, lack of multiple Cowardin classes and hydroperiods, and an overall lack Habitat of complexity and special habitat features which limits habitat suitability for a variety of species. Wetland C scores a total of 3 points for habitat functions using the 2014 rating method. Buffer The onsite buffer surrounding Wetland C is degraded as it consists mostly of a maintained Condition agricultural field which does not provide adequate screening. 1144.0026 Panattoni â€“ Project Roxy 12 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 5.2 Agricultural Ditch An artificially and intentionally excavated agricultural ditch was identified along the southern property boundary for agricultural purposes. Evidence of manmade construction include the general linear shape and excavated banks in many areas. The identified ditch is not mapped as a potential stream by DNR or Snohomish County, and WDFW does not identify any potential salmonid presence in the ditch. The ditch is approximately 3 feet wide on average, lack a natural defined bed and bank with sinuosity. The ditch is lined with vegetation dominated by non-native invasive reed canarygrass. Per AMC 20.93.100, streams include â€œthose areas where surface waters flow sufficiently to produce a defined channel or bed. A defined channel or bed is indicated by hydraulically sorted sediments or the removal of vegetative litter or loosely rooted vegetation by the action of moving waterâ€ and wetlands â€œdo not include those artificial wetlands intentionally created from non-wetland sites, including, but not limited to, irrigation and drainage ditches, grass-lined swales . . .â€ The onsite ditch is intentionally created, artificially excavated and lacks natural stream characteristics; it is ephemeral in nature and does not contain a natural source of hydrology or flow to sort substrate or remove vegetative litter. Further, it does not have hydraulically connected to any natural mapped streams in the area. Therefore, the onsite ditch is not considered to be a regulated stream or a fish and wildlife habitat conservation area. The artificial ditch is also not considered to be a regulated wetland as it is intentionally created. As such, no buffers or critical areas regulatory considerations are warranted. 5.3 Offsite Hayho Creek The site investigation identified an offsite stream (Hayho Creek) adjacent to the southwest boundary of the subject property. Offsite Hayho Creek originates from the west of the subject property, flowing east. The creekâ€™s origin point is adjacent to single-family residential and commercial developments. The creek makes a 90 degree turn immediately offsite the southwest corner of the property and continues to flow south from the subject property for approximately 2.03 miles before meandering to the southeast, crossing the BNSF Railroad, and joining with the Quilceda Creek Middle Fork. The stream is seasonal, and dry streambed was observed downstream from the subject property in summer months (the immediately offsite portion was observed to be permanently flooded). DNR classifies the stream as a Type N (non-fish-bearing) stream, and WDFW SalmonScape identifies the stream section near the southwest corner of the subject property as being gradient accessible for coho, chinook, chum, and pink salmon and steelhead. No chinook, steelhead, or bull trout are documented along the entire length of Hayho Creek. Hayho Creek is likely a Type F (fish-bearing) stream per AMC 20.93.700(b). Per AMC 20.93.730 Table 20.93-3, Type F streams are subject to a standard 100- foot buffer. 1144.0026 Panattoni â€“ Project Roxy 13 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 6. Regulatory Considerations The site investigations in summer of 2020 identified and delineated three potentially-regulated wetlands (Wetlands A through C) on the subject property and one potentially-regulated stream (Hayho Creek) offsite to the southwest of the subject property. No other potentially-regulated wetlands, waterbodies, fish and wildlife habitat, or priority species were identified within 225 feet of the subject property during the site investigations. 6.1 Local Considerations 6.1.1 Wetland Buffer Standards AMC 20.93.800 has adopted the current wetland rating system for western Washington (Hruby, 2014). Category IV wetlands generally provide low levels of function; they are typically more disturbed, smaller, and/or more isolated in the landscape than Category I, II, or III wetlands. Category IV wetlands provide low levels of functions and score less than 16 overall points. Wetlands B and C are classified as Category IV wetlands. Category IV wetlands are subject to a standard 40-foot buffer per AMC 20.93.830 Table 20.93-4. Category II wetlands provide moderately high levels of functions and score between 20 and 22 points on the Washington State Wetland Rating System for Western Washington. Wetland A is classified as a Category II wetland. Category II wetlands with a moderate habitat score are subject to a standard 165-foot buffer per AMC 20.93.830 Table 20.93-4. Per AMC 20.93.830(b)(1), the use of standard buffer widths requires the implementation of minimization measures to minimize the impacts to adjacent land uses, as outlined in AMC 20.93.830 Table 20.93-5 and listed in Table 6 below. Per AMC 20.93.340 a 15-foot building setback is required from the edge of any critical area buffer. Table 6. Measures to Minimize Impacts to Wetlands Examples of Activities and Uses that Cause Examples of Measures to Minimize Impacts Disturbance Disturbances Lights â€¢Parking lots â€¢Direct lights away from critical areas and â€¢Warehouses buffers â€¢Manufacturing â€¢Day use only regulations preventing the need â€¢Residential for lights â€¢Parks â€¢Timer on lights Noise â€¢Manufacturing â€¢Locate activity that generates noise away from â€¢Residential wetlands â€¢Seasonal limitations on hours of operation Toxic runoff* â€¢Parking lots â€¢Route all new, untreated runoff away from â€¢Roads wetland while ensuring wetland is not dewatered â€¢Manufacturing â€¢Establish covenants limiting use of pesticides â€¢Residential areas within 150 ft of critical area or buffer â€¢Application of agricultural pesticides â€¢Apply integrated pest management â€¢Landscaping Stormwater runoff â€¢Parking lots â€¢Retrofit stormwater detention and treatment for â€¢Roads roads and existing adjacent development 1144.0026 Panattoni â€“ Project Roxy 14 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Examples of Activities and Uses that Cause Examples of Measures to Minimize Impacts Disturbance Disturbances â€¢Manufacturing â€¢Prevent channelized flow from lawns that â€¢Residential areas directly enters the buffer â€¢Commercial â€¢Landscaping Change in water â€¢Impermeable surfaces â€¢Infiltrate or treat, detain, and disperse into regime â€¢Lawns buffer new runoff from impervious surfaces and â€¢Tilling new lawns â€¢Forest and forest duff removal â€¢Retain minimum forest and forest duff Pets and human â€¢Residential areas â€¢Use privacy fencing; plant dense vegetation to disturbance â€¢Parks delineate buffer edge and to discourage disturbance using vegetation appropriate for the ecoregion; place wetland and its buffer in a separate tract Dust â€¢Construction sites â€¢Use best management practices to control dust Disruption of â€¢Roads â€¢Maintain connection to offsite areas that are corridors or â€¢Residential undisturbed connections â€¢Commercial â€¢Restore corridors or connections to offsite â€¢Manufacturing habitats by replanting â€¢Landscaping â€¢Stormwater * These examples are not necessarily adequate for minimizing toxic runoff if threatened or endangered species are present at the site. 6.1.2 Stream Buffer Standards The offsite Hayho Creek is likely considered a Type F water due to documented fish use downstream of the site. Per AMC 20.93.700(a)(2) a Type-F-ESA water meets the criteria of a Type F stream but has been identified as having presumed use by ESA-listed species. The WDFW Salmonscape map does not identify any documented presence of ESA-listed species (i.e. chinook, steelhead, or bull trout) along the entire length of Hayho Creek, and DNR maps the section of the stream near the subject property as Type N. The offsite Hayho Creek is likely considered a Type F water subject to a standard 100-foot buffer per AMC 20.93.730 Table 20.93-3. Per AMC 20.93.340 a 15-foot building setback is required from the edge of any critical area buffer. 6.2 State and Federal Considerations 6.2.1 State Requirements Wetlands A-C and Hayho Creek are likely to be regulated as waters of the state through the WSDOE under the Revised Code of Washington (RCW) 90.48. However, the artificial agricultural ditch is not expected to be regulated by WSDOE as it is an artificial drainage intentionally excavated from uplands, used for agricultural purposes, and does not meet stream definition criteria. 1144.0026 Panattoni â€“ Project Roxy 15 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 6.2.2 Federal Requirements On February 28, 2017, an Executive Order, â€œRestoring the Rule of Law, Federalism, and Economic Growth by Reviewing the â€˜Waters of the United States Ruleâ€ was issued to require the EPA and USACE to review or rescind the Clean Water Rule published in the Federal Register on June 29, 2015. The 2015 Clean Water Rule was rescinded in October 2019 and is no longer effective as of December 23, 2019 as described in the Federal Register (USACE and EPA, 2019). The Federal Register published â€œThe Navigable Waters Protection Rule: Definition of â€œWaters of the United Statesâ€â€ on April 21, 2020. The Navigable Waters Protection Rule is the second step in reviewing and revising the definition of WOTUS as intended by the Executive Order â€œRestoring the Rule of Law, Federalism, and Economic Growth by Reviewing the â€˜Waters of the United States Rule.â€ The Navigable Waters Protection Rule (NWPR) became effective June 22, 2020. Under the final NWPR, the agencies interpret the term WOTUS to encompass: 1) the territorial seas and traditional navigable waters; 2) perennial and intermittent tributaries that contribute surface water flow to such waters; 3) certain lakes, ponds, and impoundments of jurisdictional waters; and 4) wetlands adjacent to other jurisdictional waters. Under the final Navigable Waters Protection Rule, adjacent wetlands are subject to a different jurisdictional test than tributaries, lakes, ponds, and impoundments of jurisdictional wetlands. â€œAdjacent wetlandsâ€ are wetlands that: 1) abut a territorial seas or traditional navigable water, tributary, or a lake, pond, or impoundment of jurisdictional water; 2) are inundated from flooding from a territorial sea or traditional navigable water, or tributary, or from another jurisdictional lake, pond, or impoundment in a typical year; 3) are physically separated from a territorial seas, traditional navigable water, tributary, or a lake, pond, or impoundment of jurisdictional water only by a berm, bank, dune, or similar natural feature; or 4) are physically separated from a territorial sea or traditional navigable water, a tributary, or a lake, pond or impoundment of a jurisdictional water only by an artificial dike, barrier, or similar artificial structure so long as that structure allows for a direct hydrological surface connection to the territorial seas or traditional navigable water, tributary, or lake, pond, or impoundment of a jurisdictional water in a typical year. The NWPR specifies that WOTUS do not include: a) groundwater, including groundwater drained through subsurface drainage systems; b) ephemeral features that flow only in direct response to precipitation, including ephemeral streams, swales, gullies, rills, and pools; c) diffuse stormwater runoff and directional sheet flow over upland; d) ditches that are not traditional navigable waters, tributaries, or that are not constructed in adjacent wetlands, subject to certain limitations; e) prior converted cropland; f) artificially irrigated areas that would revert to upland if artificial irrigation ceases; g) artificial lakes and ponds that are not jurisdictional impoundments and that are constructed or excavated in upland or non-jurisdictional waters; h) water-filled depressions constructed or excavated in upland or in non-jurisdictional waters incidental to mining or construction activity, and pits excavated in upland or in non-jurisdictional waters for the purpose of obtaining fill, sand, or gravel; i) stormwater control features constructed or excavated in upland or in non-jurisdictional waters to convey, treat, infiltrate, or store stormwater runoff; j) groundwater recharge, water reuse, and wastewater recycling structures constructed or excavated in upland or in non-jurisdictional waters; and k) waste treatment systems. Under the Navigable Waters Protection Rule, Hayho Creek is likely regulated through category 2 of WOTUS because it is an intermittent, natural tributary within a stream network that eventually drains into Puget Sound, a traditionally navigable water. Wetland A abuts Edgecomb Creek and Wetland C 1144.0026 Panattoni â€“ Project Roxy 16 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 also may contribute dispersed surface water flow to Hayho Creek through Wetland A and is likely regulated by USACE through category 3 of WOTUS. Wetland B may potentially not be a WOTUS due to the disconnect to Hayho Creek or other WOTUS; however, for permitting purposes Wetland B will be assumed jurisdiction. These wetlands are likely considered â€œadjacent wetlandsâ€ and likely regulated by USACE through category 3 of WOTUS. The onsite ditch is an artificially excavated ditch constructed for agricultural purposes, is not constructed within tributaries nor does it relocate a tributary. As such, the onsite ditch is not likely regulated by USACE. 1144.0026 Panattoni â€“ Project Roxy 17 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 7. Closure The findings and conclusions documented in this report have been prepared for specific application to this project. They have been developed in a manner consistent with that level of care and skill normally exercised by members of the environmental science profession currently practicing under similar conditions in the area. Our work was also performed in accordance with the terms and conditions set forth in our proposal. The conclusions and recommendations presented in this report are professional opinions based on an interpretation of information currently available to us and are made within the operation scope, budget, and schedule of this project. No warranty, expressed or implied, is made. In addition, changes in government codes, regulations, or laws may occur. Due to such changes, our observations and conclusions applicable to this project may need to be revised wholly or in part. All wetland boundaries identified by SVC are based on conditions present at the time of the site inspection and considered preliminary until the flagged wetland boundaries are validated by the jurisdictional agencies. Validation of the wetland boundaries by the regulating agency provides a certification, usually written, that the wetland boundaries verified are the boundaries that will be regulated by the agencies until a specific date or until the regulations are modified. Only the regulating agencies can provide this certification. As wetlands are dynamic communities affected by both natural and human activities, changes in wetland boundaries may be expected; therefore, wetland delineations cannot remain valid for an indefinite period of time. Local agencies typically recognize the validity of wetland delineations for a period of five years after completion of a wetland delineation report. Development activities on a site five years after the completion of this wetland delineation report may require revision of the wetland delineation. In addition, changes in government codes, regulations, or laws may occur. Due of such changes, our observations and conclusions applicable to this site may need to be revised wholly or in part. 1144.0026 Panattoni â€“ Project Roxy 18 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Chapter 9. References Arlington Municipal Code (AMC). 2020. Chapter 20.93 â€“ Environmentally Critical Areas. Website: https://library.municode.com/wa/arlington/codes/code_of_ordinances?nodeId=TIT20Z O_CH20.93ENCRAR_PTVIIIWE_20.93.800CL. Current through July 9, 2020. Brinson, M. M. 1993. A hydrogeomorphic classification for wetlands, Technical Report WRP-DE-4. U.S. Army Engineer Waterways Experiment Station. Vicksburg, Mississippi. Cowardin, L.M. V. Carter, F. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. Washington D.C. Debose, Alfonso and M. W. Klungland. 1983. Soil Survey of Snohomish County Area, Washington. Soil Conservation Service United States Department of Agriculture, Soil Conservation Service, in cooperation with the Washington Agricultural Experiment Station. Natural Resource Conservation Service. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y- 87-1, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi. Federal Geographic Data Committee. 2013. Classification of wetlands and deepwater habitats of the United States. FGDC-STD-004-2013. Second Edition. Wetlands Subcommittee, Federal Geographic Data Committee and U.S. Fish and Wildlife Service, Washington, DC. Granger, T., T. Hruby, A. McMillan, D. Peters, J. Rubey, D. Sheldon, S. Stanley, and E. Stockdale. 2005. Wetlands in Washington State - Volume 2: Guidance for Protecting and Managing Wetlands. Washington State Department of Ecology. Publication #05-06-008. Olympia, Washington. April 2005. Hitchcock, C.L. & A. Cronquist, Ed. by D. Giblin, B. Ledger, P. Zika, and R. Olmstead. 2018. Flora of the Pacific Northwest, 2nd Edition. U.W. Press and Burke Museum. Seattle, Washington. Hruby, T. 2014. Washington State Wetland Rating System for Western Washington: 2014 Update. (Publication #14-06-029). Olympia, WA: Washington Department of Ecology. Munsellï£¨ Color, 2000. Munsellï£¨ Soil Color Charts. New Windsor, New York. Natural Resources Conservation Services (NRCS). 2020. Soil Data Access Hydric Soils List (Soil Data Access Live). Accessed September 15, 2020. Website: https://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcseprd1316620.html NRCS. 2018. Field Indicators of Hydric Soils in the United States, Version 8.2. L.M. Vasilas, G.W. Hurt, and J.F. Berkowitz (eds.). USDA, NRCS, in cooperation with the National Technical Committee for Hydric Soils Sheldon, D., T. Hruby, P. Johnson, K. Harper, A. McMillan, T. Granger, S. Stanley, and E. Stockdale. 2005. Wetlands in Washington State - Volume 1: A Synthesis of the Science. Washington State Department of Ecology. Publication #05-06-006. Olympia, Washington. March 2005. 1144.0026 Panattoni â€“ Project Roxy 19 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 USACE. 2019. Definition of â€œWaters of the United Statesâ€ â€“ Recodification of Pre-Existing Rules, 84. Fed. Reg. 204 (October 22, 2019) (codified at 33 CFR Pt 328 and 40 CFR Pt. 110, 112, 116, 117, 122, 230, 232, 300, 302, and 401). USACE and EPA. 2020. The Navigable Waters Protection Rule: Definition of â€œWaters of the United States,â€ 85 Fed. Reg. 77 (April 21, 2020) (codified at 33 CFR Pt. 328 and 40 C.F.R. Pt. 110, 112, 116, 117, 120, 230, 232, 300, 302, and 401). USACE. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0), ed. J. S. Wakeley, R. W. Lichvar, and C. V. Noble. ERDC/EL TR-10-3. Vicksburg, MS: U.S. Army Engineer Research and Development Center. Vicksburg, Mississippi. USACE. 2018. National Wetland Plant List, version 3.4. http://wetland-plants.usace.army.mil/. 1144.0026 Panattoni â€“ Project Roxy 20 Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix A â€“â€“ Methods and Tools Table A1. Methods and tools used to prepare the report. Parameter Method or Tool Website Reference Wetland USACE 1987 http://el.erdc.usace.army.mi Environmental Laboratory. 1987. Corps of Delineation Wetland l/elpubs/pdf/wlman87.pdf Engineers Wetlands Delineation Manual. Delineation Technical Report Y-87-1, US Army Engineer Manual Waterways Experiment Station, Vicksburg, Mississippi. Western http://www.usace.army.mil U.S. Army Corps of Engineers. 2010. Regional Mountains, /Portals/2/docs/civilworks Supplement to the Corps of Engineers Wetland Valleys, and Coast /regulatory/reg_supp/west Delineation Manual: Western Mountains, Valleys, and Region Regional _mt_finalsupp.pdf Coast Region (Version 2.0), ed. J. S. Wakeley, R. Supplement W. Lichvar, and C. V. Noble. ERDC/EL TR- 10-3. Vicksburg, MS: U.S. Army Engineer Research and Development Center. Wetland USFWS / http://www.fws.gov/wetlan Cowardin, L. M., V. Carter, F. C. Golet, E. T. Classification Cowardin ds/Documents/Classificatio LaRoe. 1979. Classification of wetlands and Classification n-of-Wetlands-and- deepwater habitats of the United States. System Deepwater-Habitats-of-the- Government Printing Office, Washington, D.C. United-States.pdf Federal Geographic Data Committee. 2013. Classification of Wetlands and Deepwater https://www.fgdc.gov/stan Habitats of the United States. FGDC-STD-004- dards/projects/wetlands/nv 2013. Second Edition. Wetlands Subcommittee, cs-2013 Federal Geographic Data Committee and U.S. Fish and Wildlife Service, Washington, DC. Hydrogeomorphic http://el.erdc.usace.army.mi Brinson, M. M. (1993). â€œA hydrogeomorphic Classification l/wetlands/pdfs/wrpde4.pd classification for wetlands,â€ Technical Report (HGM) System f WRP-DE-4, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS. Wetland Washington State http://www.ecy.wa.gov/bib Hruby, T. 2014. Washington State wetland Rating Wetland Rating lio/0406025.html rating system for western Washington â€“Revised. System Publication # 04-06-025. Wetland 2018 National http://wetland- USACE. 2018. National Wetland Plant List, Indicator Wetland Plant List plants.usace.army.mil/ version 3.4. Website. Status Plant Names USDA Plant http://plants.usda.gov/ Website. and Database Identification Hitchcock, C.L. & A. Cronquist, Ed. by D. Giblin, B. Ledger, P. Zika, and R. Olmstead. Flora of the Pacific http://www.pnwherbaria.or 2018. Flora of the Pacific Northwest, 2nd Northwest g/florapnw.php Edition. U.W. Press and Burke Museum. Seattle, Washington. Soils Data NRCS Soil Survey http://websoilsurvey.nrcs.u Website GIS data based upon: sda.gov/app/ Klungland, Michael W and Michael McArthur. 1989. Soil Survey of Skagit County Area, Washington. United States Department of Agriculture, Soil Conservation Service, in cooperation with the Washington Agricultural Experiment Station. 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Parameter Method or Tool Website Reference Soil Color Charts Munsellï£¨ Color. 2000. Munsellï£¨ Soil Color Charts. New Windsor, New York. Soil Data Access https://www.nrcs.usda.gov Natural Resources Conservation Service. Hydric Soils List /Internet/FSE_DOCUME N.d. Soil Data Access Hydric Soils List (Soil NTS/nrcseprd1316620.html Data Access Live). NRCS. 2018. Field Indictors of Hydric Soils in the https://www.nrcs.usda.gov United States, Version 8.2. L.M. Vasialas, G.W. Field Indicators of /Internet/FSE_DOCUME Hurt, and C.V. Noble (eds.). USDA, NRCS, in Hydric Soils NTS/nrcs142p2_053171.pd cooperation with the National Technical f Committee for Hydric Soils. Threatened Washington http://data- Washington Natural Heritage Program. and Natural Heritage wadnr.opendata.arcgis.com/ Endangered, threatened, and sensitive plants of Endangered Program datasets/wnhp-current- Washington. Washington State Department of Species element-occurrences Natural Resources, Washington Natural Heritage Program, Olympia, WA Washington http://wdfw.wa.gov/hab/p Priority Habitats and Species (PHS) Priority Habitats hspage.htm Program Map of priority habitats and species and Species in project vicinity. Washington Department of Fish and Wildlife. Species of WDFW GIS Data http://wdfw.wa.gov/mappi Website Local ng/salmonscape/ Importance Report Arlington https://library.municode.co AMC Chapter 20.93 â€“ Environmentally Critical Preparation Municipal Code m/wa/arlington/codes/cod Areas e_of_ordinances?nodeId=T IT20ZO_CH20.93ENCRA R_PTVIIIWE_20.93.800CL 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B â€“â€“ Background Information This appendix includes a Snohomish County Contours Map (B1); NRCS Soil Survey Map (B2); Snohomish County Critical Areas Inventory (B3); WDFW PHS Map (B4); USFWS NWI Map (B5); DNR Stream Typing Map (B6); WDFW SalmonScape Map (B7); and FEMA Floodplain Map (B8). 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B1 â€“â€“ Snohomish County Contours Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B2 â€“â€“ NRCS Soil Survey Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B3 â€“â€“ Snohomish County Critical Areas Inventory Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B4 â€“â€“ WDFW PHS Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B5 â€“â€“ USFWS NWI Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B6 â€“â€“ DNR Stream Typing Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B7 â€“ WDFW SalmonScape Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix B8 â€“ FEMA Floodplain Map Subject Property Location 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Appendix C â€“â€“ Existing Conditions Exhibits 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 51ST AVE NE - EXISTING CONDITIONS NOTE: PRELIMINARY ODD NUMBER WETLAND FLAGS SHOWN INFORMATION ONLY AROUND WETLANDS FOR CLARITY NOT FOR CONSTRUCTION SOUNDVIEW CONSULTANTS LLC ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET SOURCES: DP-7U DP-8U SEE SHEET 2 FOR WETLAND FLAG STANDARD LOCATIONS 165' BUFFER WETLAND A STANDARD CATEGORY II 40' BUFFER 69,270 SF (ONSITE) A-5 A-7 WETLAND C A-9 CATEGORY IV A-3 1,245 SF A-11 A-13 C-5 DP-6U A-1 A-15 C-3 B-3 B-5 A-17 C-1 C-7 DP-1 DP-1 A-19 C-13 A-23 C-9 A-25 A-21 DP-2W C-11 B-7 A-27 A-29 51ST AVE NE 16928 51ST AVE NE A-31 A-35 A-33 DP-3U B-1 A-37 A-55 A-57 MARYSVILLE, WA 98270 A-59 A-39 A-53 A-61 B-9 A-41 A-49 A-51 A-63 B-31 SNOHOMISH PARCEL NUMBER: 31052800100500 & 31052800100400 A-43 A-45 A-47 A-65 DP-4W A-67 B-29 A-69 B-11 A-73 A-71 DP-5U B-19 B-21 B-23 B-25 B-27 3152800100300, 31052800101300, 3152800100100 Z-1 Z-2 Z-3 Z-4 Z-5 Z-6 Z-7 Z-8 B-13 Z-9 Z-10 B-17 Z-11 Z-12 Z-13 Z-14 B-15 Z-15 Z-16 Z-17 Z-18 Z-19 Z-20 DATE: 09/08/2020 Z-21 Z-22 Z-23 Z-24 Z-25 Z-26 WETLAND A WETLAND B JOB: 1144.0026 CATEGORY II CATEGORY IV EXISTING DITCH BY: SAJ 1,247,981 SF 7,535 SF (OFFSITE) SCALE: 1" = 300' SHEET: 1 51ST AVE NE - EXISTING CONDITIONS NOTE: PRELIMINARY ODD NUMBER WETLAND FLAGS SHOWN INFORMATION ONLY AROUND WETLANDS FOR CLARITY NOT FOR CONSTRUCTION SOUNDVIEW CONSULTANTS LLC ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET SOURCES: DP-7U DP-8U SEE SHEET 2 FOR WETLAND FLAG STANDARD LOCATIONS 165' BUFFER WETLAND A STANDARD CATEGORY II 40' BUFFER 69,270 SF (ONSITE) A-5 A-7 WETLAND C A-9 CATEGORY IV A-3 1,245 SF A-11 A-13 C-5 DP-6U A-1 A-15 C-3 B-3 B-5 A-17 C-1 C-7 DP-1 DP-1 A-19 C-13 A-23 C-9 A-25 A-21 DP-2W C-11 B-7 A-27 A-29 51ST AVE NE 16928 51ST AVE NE A-31 A-35 A-33 DP-3U B-1 A-37 A-55 A-57 MARYSVILLE, WA 98270 A-59 A-39 A-53 A-61 B-9 A-41 A-49 A-51 A-63 B-31 SNOHOMISH PARCEL NUMBER: 31052800100500 & 31052800100400 A-43 A-45 A-47 A-65 DP-4W A-67 B-29 A-69 B-11 A-73 A-71 DP-5U B-19 B-21 B-23 B-25 B-27 3152800100300, 31052800101300, 3152800100100 Z-1 Z-2 Z-3 Z-4 Z-5 Z-6 Z-7 Z-8 B-13 Z-9 Z-10 B-17 Z-11 Z-12 Z-13 Z-14 B-15 Z-15 Z-16 Z-17 Z-18 Z-19 Z-20 DATE: 09/08/2020 Z-21 Z-22 Z-23 Z-24 Z-25 Z-26 WETLAND A WETLAND B JOB: 1144.0026 CATEGORY II CATEGORY IV EXISTING DITCH BY: SAJ 1,247,981 SF 7,535 SF (OFFSITE) SCALE: 1" = 300' SHEET: 2 51ST AVE NE - EXISTING CONDITIONS NOTE: PRELIMINARY ODD NUMBER WETLAND FLAGS SHOWN INFORMATION ONLY AROUND WETLANDS FOR CLARITY NOT FOR CONSTRUCTION SOUNDVIEW CONSULTANTS LLC ASSUMES NO LIABILITY OR RESPONSIBILITY FOR CONSTRUCTION, IMPROVEMENTS, OR ESTIMATES BASED ON THIS PLAN SET SOURCES: STANDARD 165' BUFFER A-7 A-5 A-9 A-3 WETLAND C STANDARD A-11 A-13 CATEGORY IV C-5 40' BUFFER DP-6U A-1 A-15 1,245 SF C-3 B-3 B-5 A-17 C-1 C-7 DP-1 DP-1 A-19 C-13 A-23 C-9 A-25 A-21 DP-2W C-11 B-7 A-27 A-29 A-31 A-35 A-33 DP-3U B-1 WETLAND A A-37 A-55 A-57 A-59 CATEGORY II A-39 A-53 A-61 B-9 69,270 SF A-41 A-49 A-51 A-63 B-31 (ONSITE) A-43 A-45 A-47 A-65 DP-4W A-67 B-29 A-69 B-11 A-73 A-71 DP-5U B-19 B-21 B-23 B-25 B-27 Z-1 Z-2 Z-3 Z-4 Z-5 Z-6 Z-7 Z-8 B-13 Z-9 Z-10 B-17 Z-11 Z-12 B-15 Z-13 Z-14 Z-15 Z-16 Z-17 Z-18 EXISTING DITCH 51ST AVE NE 16928 51ST AVE NE MARYSVILLE, WA 98270 SNOHOMISH PARCEL NUMBER: 31052800100500 & 31052800100400 WETLAND B CATEGORY IV 3152800100300, 31052800101300, 3152800100100 7,535 SF DATE: 09/08/2020 JOB: 1144.0026 BY: SAJ SCALE: 1" = 100' SHEET: 3 Appendix D â€“â€“ Data Forms 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/20/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-1 Investigator(s): Rachael Hyland, Kyla Caddey Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Swale Local relief (concave, convex, none): Concave Slope (%): 1 Subregion (LRR): A2 Lat: 48.149105 Long: -122.16731438 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: All three wetland criteria met. Data collected on south-central portion of the subject property inside Wetland B. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 1 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 100% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 50 Yes FAC Column Totals: (A) (B) 2. Epilobium ciliatum 5 No FACW 3. Trifolium repens 5 No FAC Prevalence Index = B/A = 4. Digitaria sanguinalis 5 No FACU Hydrophytic Vegetation Indicators: 5. Equisetum telmateia 2 No FACW Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 67 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum 33 Remarks: Hydrophytic vegetation criteria met through dominance test. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 11 2.5Y 3/1 98 7.5YR 3/3 2 C PL, M SaLo Sandy loam 11 - 13 2.5Y 4/3 100 - - - - LoSa Loamy sand 13 - 18 5Y 4/3 100 - - - - Sand Sand 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: Hydric soil criteria met through indicator F6 (Redox Dark Surface). HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Hydrologic criteria observed through primary indicator D1 (Stunted or Stressed Plants). US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-2 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Depression Local relief (concave, convex, none): Concave Slope (%): 1 Subregion (LRR): A2 Lat: 48.149041 Long: -122.16999899 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: All three wetland criteria met. Data collected on southwest portion of the subject property inside Wetland C. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 1 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 100% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 80 Yes FAC Column Totals: (A) (B) 2. Fallopia convolvulus 25 No FACU 3. Epilobium ciliatum 15 No FACW Prevalence Index = B/A = 4. Galium trifidum 10 No FACW Hydrophytic Vegetation Indicators: 5. Gnaphalium uliginosum 5 No FAC Rapid Test for Hydrophytic Vegetation 6. Veronica americana 5 No OBL Dominance Test is >50% 7. Trifolium repens 3 No FAC Prevalence Index is â‰¤3.01 8. Plantago major 2 No FAC Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 145 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -45 Remarks: Hydrophytic vegetation criteria met through dominance test. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 8 2.5Y 3/1 95 7.5YR 3/2 5 C M SaLo Sandy loam 8 - 12 2.5Y 3/1 98 7.5YR 3/3 2 C M SaLo Sandy loam 12 - 16 2.5Y 3/1 95 7.5YR 3/3 5 C M SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: Hydric soil criteria met through indicator F6 (Redox Dark Surface). HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Hydrological criteria met through primary indicator D1 (Stunted or Stressed Plants) and secondary indicators D2 (Geomorphic Position) and D5 (FAC-Neutral Test). US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-3 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): None Slope (%): 2 Subregion (LRR): A2 Lat: 48.148941 Long: -122.17002011 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met. Data collected on southwest portion of the subject property, north of Wetland A and south of Wetland C. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 50% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 80 Yes FAC Column Totals: (A) (B) 2. Fallopia convolvulus 30 Yes FACU 3. Epilobium ciliatum 10 No FACW Prevalence Index = B/A = 4. Hydrophytic Vegetation Indicators: 5. Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 120 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -20 Remarks: No hydrophytic vegetation criteria met. Prevalence Index not warranted due to combined lack of hydric soils and wetland hydrology. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 9 2.5Y 3/1 99 7.5YR 3/2 1 C M SaLo Sandy loam 9 - 14 2.5Y 3/1 95 7.5YR 3/3 2 C M SaLo Sandy loam 10YR 5/3 3 C M SaLo Sandy loam 14 - 16 2.5Y 5/3 98 10YR 4/6 2 C M LoSa Loamy sand 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators met. Soil layer 0 - 9 inches does not contain enough redox (<2% redox) to meet for F6 (Redox Dark Surface). HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No hydrologic indicators observed. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-4 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Depression Local relief (concave, convex, none): Convex Slope (%): 1 Subregion (LRR): A2 Lat: 48.148764 Long: -122.17000610 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: All three wetland criteria met. Data collected on southwest portion of the subject property inside Wetland A. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 2 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 100% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 50 Yes FAC Column Totals: (A) (B) 2. Epilobium ciliatum 40 Yes FACW 3. Fallopia convolvulus 5 No FACU Prevalence Index = B/A = 4. Trifolium repens 3 No FAC Hydrophytic Vegetation Indicators: 5. Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 98 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum 2 Remarks: Hydrophytic vegetation criteria met through dominance test. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-4 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 7 2.5Y 3/1 99 7.5YR 3/2 1 C M SaLo Sandy loam 7 - 14 2.5Y 3/1 93 5YR 3/4 7 C M, PL SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: Hydric soil criteria met through indicator F6 (Redox Dark Surface). HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Hydrologic criteria observed through primary indicator D1 (Stunted or Stressed Plants) and secondary indicators C9 (Saturation Visible on Aerial Imagery), D2 (Geomorphic Position), and D5 (FAC-Neutral Test). US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-5 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): Convex Slope (%): 2 Subregion (LRR): A2 Lat: 48.148688 Long: -122.16941136 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met. Data collected on southern portion of the subject property, east of Wetland A. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 50% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 80 Yes FAC Column Totals: (A) (B) 2. Fallopia convolvulus 40 Yes FACU 3. Prevalence Index = B/A = 4. Hydrophytic Vegetation Indicators: 5. Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 120 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -20 Remarks: No hydrophytic vegetation criteria met. Prevalence Index not warranted due to combined lack of hydric soils and wetland hydrology. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-5 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 10 10YR 3/2 100 - - - - SaLo Sandy loam 10 - 14 10YR 3/3 92 10YR 4/4 8 C M SaLo Sandy loam with sandy inclusions 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators observed. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators observed. No stunted or stressed plants present. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-6 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Hillslope Local relief (concave, convex, none): None Slope (%): 2 Subregion (LRR): A2 Lat: 48.149243 Long: -122.16725583 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met; only hydrophytic vegetation present. Data collected on the south-central portion of the subject property, north of Wetland B. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 1 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 100% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 75 Yes FAC Column Totals: (A) (B) 2. Geranium molle 20 No UPL 3. Epilobium ciliatum 15 No FACW Prevalence Index = B/A = 4. Echinochloa crus-galli 10 No FAC Hydrophytic Vegetation Indicators: 5. Hosackia crassifolia 3 No UPL Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 123 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -23 Remarks: Hydrophytic vegetation criteria met through dominance test. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-6 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 9 10YR 2/2 100 - - - - SaLo Sandy loam 9 - 14 10YR 2/2 99 7.5YR 4/4 1 C M SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators observed. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators observed. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-7 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Terrace Local relief (concave, convex, none): None Slope (%): 1 Subregion (LRR): A2 Lat: 48.150904 Long: -122.16470248 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met. Data collected on northeast portion of the subject property. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 50% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 60 Yes FAC Column Totals: (A) (B) 2. Fallopia convolvulus 30 Yes FACU 3. Chenopodium album 10 No FACU Prevalence Index = B/A = 4. Hydrophytic Vegetation Indicators: 5. Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 100 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum 0 Remarks: No hydrophytic vegetation criteria met. Prevalence Index not warranted due to combined lack of hydric soils and wetland hydrology. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-7 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 14 10YR 3/3 100 - - - - SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators observed. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators observed. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 WETLAND DETERMINATION DATA FORM â€“ Western Mountains, Valleys, and Coast Region Project/Site: 1144.0026 - Project Roxy City/County: Arlington / Snohomish Sampling Date: 08/25/2020 Applicant/Owner: Panattoni Development Company State: WA Sampling Point: DP-8 Investigator(s): Rachael Hyland Section, Township, Range: 28 / 31N / 5E Landform (hillslope, terrace, etc.): Terrace Local relief (concave, convex, none): None Slope (%): 1 Subregion (LRR): A2 Lat: 48.150385 Long: -122.17042224 Datum: WGS 84 Soil Map Unit Name: Custer fine sandy loam NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are â€œNormal Circumstancesâ€ present? Yes No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS â€“ Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: Not all three wetland criteria met. Data collected on northwest portion of the subject property. VEGETATION â€“ Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 30 ft) % Cover Species? Status Number of Dominant Species 1. That Are OBL, FACW, or FAC: 1 (A) 2. Total Number of Dominant 3. Species Across All Strata: 2 (B) 4. Percent of Dominant Species 0 = Total Cover That Are OBL, FACW, or FAC: 50% (A/B) Sapling/Shrub Stratum (Plot size: 30 ft) 1. Prevalence Index worksheet: 2. Total % Cover of: Multiply by: 3. OBL species x 1 = 4. FACW species x 2 = 5. FAC species x 3 = 0 = Total Cover FACU species x 4 = Herb Stratum (Plot size: 10 ft) UPL species x 5 = 1. Zea mays* 50 Yes FAC Column Totals: (A) (B) 2. Chenopodium album 40 Yes FACU 3. Fallopia convolvulus 10 No FACU Prevalence Index = B/A = 4. Geranium robertianum 10 No FACU Hydrophytic Vegetation Indicators: 5. Digitaria sanguinalis 2 No FACU Rapid Test for Hydrophytic Vegetation 6. Dominance Test is >50% 7. Prevalence Index is â‰¤3.01 8. Morphological Adaptations1 (Provide supporting data in Remarks or on a separate sheet) 9. Wetland Non-Vascular Plants1 10. Problematic Hydrophytic Vegetation1 (Explain) 11. 112 1Indicators of hydric soil and wetland hydrology must = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 30 ft) 1. Hydrophytic 2. Vegetation 0 = Total Cover Present? Yes No % Bare Ground in Herb Stratum -12 Remarks: No hydrophytic vegetation criteria met. Prevalence Index not warranted due to combined lack of hydric soils and wetland hydrology. *Zea mays considered facultative for scoring purposes. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 SOIL Sampling Point: DP-8 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type1 Loc2 Texture Remarks 0 - 5 10YR 3/2 100 - - - - SaLo Sandy loam 5 - 14 10YR 4/6 90 7.5YR 4/6 10 C M SaLo Sandy loam 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol (A1) Sandy Redox (S5) 2 cm Muck (A10) Histic Epipedon (A2) Stripped Matrix (S6) Red Parent Material (TF2) Black Histic (A3) Loamy Mucky Mineral (F1) (except MLRA 1) Very Shallow Dark Surface (TF12) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) Other (Explain in Remarks) Depleted Below Dark Surface (A11) Depleted Matrix (F3) Thick Dark Surface (A12) Redox Dark Surface (F6) 3Indicators of hydrophytic vegetation and Sandy Mucky Mineral (S1) Depleted Dark Surface (F7) wetland hydrology must be present, Sandy Gleyed Matrix (S4) Redox Depressions (F8) unless disturbed or problematic. Restrictive Layer (if present): Type:________________________________None Depth (inches):________________________--- Hydric Soil Present? Yes No Remarks: No hydric soil indicators observed. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one required; check all that apply) Secondary Indicators (2 or more required) Surface Water (A1) Water-Stained Leaves (B9) (except MLRA Water-Stained Leaves (B9) (MLRA 1, 2, High Water Table (A2) 1, 2, 4A, and 4B) 4A, and 4B) Saturation (A3) Salt Crust (B11) Drainage Patterns (B10) Water Marks (B1) Aquatic Invertebrates (B13) Dry-Season Water Table (C2) Sediment Deposits (B2) Hydrogen Sulfide Odor (C1) Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) Oxidized Rhizospheres along Living Roots (C3) Geomorphic Position (D2) Algal Mat or Crust (B4) Presence of Reduced Iron (C4) Shallow Aquitard (D3) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C6) FAC-Neutral Test (D5) Surface Soil Cracks (B6) Stunted or Stressed Plants (D1) (LRR A) Raised Ant Mounds (D6) (LRR A) Inundation Visible on Aerial Imagery (B7) Other (Explain in Remarks) Frost-Heave Hummocks (D7) Sparsely Vegetated Concave Surface (B8) Field Observations: Surface Water Present? Yes No Depth (inches): None Water Table Present? Yes No Depth (inches): None Saturation Present? Yes No Depth (inches): None Wetland Hydrology Present? Yes No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No wetland hydrology indicators observed. Impacted vegetation was present; however, the impacted vegetation was due to agriculture machinery driving through. US Army Corps of Engineers Western Mountains, Valleys, and Coast â€“ Version 2.0 Appendix E â€“â€“ Wetland Rating Forms 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 Wetland name or number ______ A RATING SUMMARY â€“ Western Washington Name of wetland (or ID #): _________________________________ Date of site visit: _____ A 7/16/2020 Rated by____________________________ Trained by Ecology?__ Yes ___No Date of training______ Rachael Hyland âœ” 03/2019 HGM Class used for rating_________________ Depressional Wetland has multiple HGM classes?___Y ____Nâœ” NOTE: Form is not complete without the figures requested (figures can be combined). Source of base aerial photo/map ______________________________________ Esri Arc GIS OVERALL WETLAND CATEGORY ____ II (based on functions___ or special characteristics___)âœ” 1. Category of wetland based on FUNCTIONS _______Category I â€“ Total score = 23 - 27 Score for each _______Category II â€“ Total score = 20 - 22 function based on three _______Category III â€“ Total score = 16 - 19 ratings _______Category IV â€“ Total score = 9 - 15 (order of ratings is not important) FUNCTION Improving Hydrologic Habitat Water Quality 9 = H,H,H Circle the appropriate ratings 8 = H,H,M Site Potential M M H 7 = H,H,L Landscape Potential M M L 7 = H,M,M Value H M H TOTAL 6 = H,M,L 6 = M,M,M Score Based on 7 6 7 20 5 = H,L,L Ratings 5 = M,M,L 4 = M,L,L 3 = L,L,L 2. Category based on SPECIAL CHARACTERISTICS of wetland CHARACTERISTIC CATEGORY Estuarine I II Wetland of High Conservation Value I Bog I Mature Forest I Old Growth Forest I Coastal Lagoon I II Interdunal I II III IV None of the above N/A Wetland Rating System for Western WA: 2014 Update 1 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A Maps and figures required to answer questions correctly for Western Washington Depressional Wetlands Map of: To answer questions: Figure # Cowardin plant classes D 1.3, H 1.1, H 1.4 Hydroperiods D 1.4, H 1.2 Location of outlet (can be added to map of hydroperiods) D 1.1, D 4.1 Boundary of area within 150 ft of the wetland (can be added to another figure) D 2.2, D 5.2 Map of the contributing basin D 4.3, D 5.3 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) D 3.1, D 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) D 3.3 Riverine Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Ponded depressions R 1.1 Boundary of area within 150 ft of the wetland (can be added to another figure) R 2.4 Plant cover of trees, shrubs, and herbaceous plants R 1.2, R 4.2 Width of unit vs. width of stream (can be added to another figure) R 4.1 Map of the contributing basin R 2.2, R 2.3, R 5.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) R 3.1 Screen capture of list of TMDLs for WRIA in which unit is found (from web) R 3.2, R 3.3 Lake Fringe Wetlands Map of: To answer questions: Figure # Cowardin plant classes L 1.1, L 4.1, H 1.1, H 1.4 Plant cover of trees, shrubs, and herbaceous plants L 1.2 Boundary of area within 150 ft of the wetland (can be added to another figure) L 2.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) L 3.1, L 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) L 3.3 Slope Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Plant cover of dense trees, shrubs, and herbaceous plants S 1.3 Plant cover of dense, rigid trees, shrubs, and herbaceous plants S 4.1 (can be added to figure above) Boundary of 150 ft buffer (can be added to another figure) S 2.1, S 5.1 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) S 3.1, S 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) S 3.3 Wetland Rating System for Western WA: 2014 Update 2 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A HGM Classification of Wetlands in Western Washington For questions 1-7, the criteria described must apply to the entire unit being rated. If the hydrologic criteria listed in each question do not apply to the entire unit being rated, you probably have a unit with multiple HGM classes. In this case, identify which hydrologic criteria in questions 1-7 apply, and go to Question 8. 1. Are the water levels in the entire unit usually controlled by tides except during floods? NO â€“ go to 2 YES â€“ the wetland class is Tidal Fringe â€“ go to 1.1 1.1 Is the salinity of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? NO â€“ Saltwater Tidal Fringe (Estuarine) YES â€“ Freshwater Tidal Fringe If your wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. If it is Saltwater Tidal Fringe it is an Estuarine wetland and is not scored. This method cannot be used to score functions for estuarine wetlands. 2. The entire wetland unit is flat and precipitation is the only source (>90%) of water to it. Groundwater and surface water runoff are NOT sources of water to the unit. NO â€“ go to 3 YES â€“ The wetland class is Flats If your wetland can be classified as a Flats wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet all of the following criteria? ___The vegetated part of the wetland is on the shores of a body of permanent open water (without any plants on the surface at any time of the year) at least 20 ac (8 ha) in size; ___At least 30% of the open water area is deeper than 6.6 ft (2 m). NO â€“ go to 4 YES â€“ The wetland class is Lake Fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of the following criteria? ____The wetland is on a slope (slope can be very gradual), ____The water flows through the wetland in one direction (unidirectional) and usually comes from seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks, ____The water leaves the wetland without being impounded. NO â€“ go to 5 YES â€“ The wetland class is Slope NOTE: Surface water does not pond in these type of wetlands except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <3 ft diameter and less than 1 ft deep). 5. Does the entire wetland unit meet all of the following criteria? ____The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river, ____The overbank flooding occurs at least once every 2 years. Wetland Rating System for Western WA: 2014 Update 3 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A NO â€“ go to 6 YES â€“ The wetland class is Riverine NOTE: The Riverine unit can contain depressions that are filled with water when the river is not flooding 6. Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year? This means that any outlet, if present, is higher than the interior of the wetland. NO â€“ go to 7 YES â€“ The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding? The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet. NO â€“ go to 8 YES â€“ The wetland class is Depressional 8. Your wetland unit seems to be difficult to classify and probably contains several different HGM classes. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a Depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within the wetland unit being scored. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the HGM class listed in column 2 is less than 10% of the unit; classify the wetland using the class that represents more than 90% of the total area. HGM classes within the wetland unit HGM class to being rated use in rating Slope + Riverine Riverine Slope + Depressional Depressional Slope + Lake Fringe Lake Fringe Depressional + Riverine along stream Depressional within boundary of depression Depressional + Lake Fringe Depressional Riverine + Lake Fringe Riverine Salt Water Tidal Fringe and any other Treat as class of freshwater wetland ESTUARINE If you are still unable to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetland boundary, classify the wetland as Depressional for the rating. Wetland Rating System for Western WA: 2014 Update 4 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A DEPRESSIONAL AND FLATS WETLANDS Water Quality Functions - Indicators that the site functions to improve water quality D 1.0. Does the site have the potential to improve water quality? D 1.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression (QUESTION 7 on key) with no surface water leaving it (no outlet). points = 3 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outlet. 1 points = 2 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 1 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch. points = 1 D 1.2. The soil 2 in below the surface (or duff layer) is true clay or true organic (use NRCS definitions).Yes = 4 No = 0 0 D 1.3. Characteristics and distribution of persistent plants (Emergent, Scrub-shrub, and/or Forested Cowardin classes): Wetland has persistent, ungrazed, plants > 95% of area points = 5 Wetland has persistent, ungrazed, plants > Â½ of area points = 3 3 Wetland has persistent, ungrazed plants > 1/ of area points = 1 10 Wetland has persistent, ungrazed plants <1/ of area points = 0 10 D 1.4. Characteristics of seasonal ponding or inundation: This is the area that is ponded for at least 2 months. See description in manual. Area seasonally ponded is > Â½ total area of wetland points = 4 4 Area seasonally ponded is > Â¼ total area of wetland points = 2 Area seasonally ponded is < Â¼ total area of wetland points = 0 Total for D 1 Add the points in the boxes above 8 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 2.0. Does the landscape have the potential to support the water quality function of the site? D 2.1. Does the wetland unit receive stormwater discharges? Yes = 1 No = 0 0 D 2.2. Is > 10% of the area within 150 ft of the wetland in land uses that generate pollutants? Yes = 1 No = 0 1 D 2.3. Are there septic systems within 250 ft of the wetland? Yes = 1 No = 0 0 D 2.4. Are there other sources of pollutants coming into the wetland that are not listed in questions D 2.1-D 2.3? 0 Source_______________ Yes = 1 No = 0 Total for D 2 Add the points in the boxes above 1 Rating of Landscape Potential If score is: 3 or 4 = H 1 or 2 = M 0 = L Record the rating on the first page D 3.0. Is the water quality improvement provided by the site valuable to society? D 3.1. Does the wetland discharge directly (i.e., within 1 mi) to a stream, river, lake, or marine water that is on the 0 303(d) list? Yes = 1 No = 0 D 3.2. Is the wetland in a basin or sub-basin where an aquatic resource is on the 303(d) list? Yes = 1 No = 0 1 D 3.3. Has the site been identified in a watershed or local plan as important for maintaining water quality (answer YES 2 if there is a TMDL for the basin in which the unit is found)? Yes = 2 No = 0 Total for D 3 Add the points in the boxes above 3 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page NOTES and FIELD OBSERVATIONS: Wetland Rating System for Western WA: 2014 Update 5 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A DEPRESSIONAL AND FLATS WETLANDS Hydrologic Functions - Indicators that the site functions to reduce flooding and stream degradation D 4.0. Does the site have the potential to reduce flooding and erosion? D 4.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression with no surface water leaving it (no outlet) points = 4 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outletpoints = 2 0 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch points = 1 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 0 D 4.2. Depth of storage during wet periods: Estimate the height of ponding above the bottom of the outlet. For wetlands with no outlet, measure from the surface of permanent water or if dry, the deepest part. Marks of ponding are 3 ft or more above the surface or bottom of outlet points = 7 Marks of ponding between 2 ft to < 3 ft from surface or bottom of outlet points = 5 3 Marks are at least 0.5 ft to < 2 ft from surface or bottom of outlet points = 3 The wetland is a â€œheadwaterâ€ wetland points = 3 Wetland is flat but has small depressions on the surface that trap water points = 1 Marks of ponding less than 0.5 ft (6 in) points = 0 D 4.3. Contribution of the wetland to storage in the watershed: Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of the unit points = 5 3 The area of the basin is 10 to 100 times the area of the unit points = 3 The area of the basin is more than 100 times the area of the unit points = 0 Entire wetland is in the Flats class points = 5 Total for D 4 Add the points in the boxes above 6 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 5.0. Does the landscape have the potential to support hydrologic functions of the site? D 5.1. Does the wetland receive stormwater discharges? Yes = 1 No = 0 0 D 5.2. Is >10% of the area within 150 ft of the wetland in land uses that generate excess runoff? Yes = 1 No = 0 1 D 5.3. Is more than 25% of the contributing basin of the wetland covered with intensive human land uses (residential at 1 >1 residence/ac, urban, commercial, agriculture, etc.)? Yes = 1 No = 0 Total for D 5 Add the points in the boxes above 2 Rating of Landscape Potential If score is: 3 = H 1 or 2 = M 0 = L Record the rating on the first page D 6.0. Are the hydrologic functions provided by the site valuable to society? D 6.1. The unit is in a landscape that has flooding problems. Choose the description that best matches conditions around the wetland unit being rated. Do not add points. Choose the highest score if more than one condition is met. The wetland captures surface water that would otherwise flow down-gradient into areas where flooding has damaged human or natural resources (e.g., houses or salmon redds): ï‚· Flooding occurs in a sub-basin that is immediately down-gradient of unit. points = 2 ï‚· Surface flooding problems are in a sub-basin farther down-gradient. points = 1 1 Flooding from groundwater is an issue in the sub-basin. points = 1 The existing or potential outflow from the wetland is so constrained by human or natural conditions that the water stored by the wetland cannot reach areas that flood. Explain why __________________ points = 0 There are no problems with flooding downstream of the wetland. points = 0 D 6.2. Has the site been identified as important for flood storage or flood conveyance in a regional flood control plan? 0 Yes = 2 No = 0 Total for D 6 Add the points in the boxes above 1 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 6 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A These questions apply to wetlands of all HGM classes. HABITAT FUNCTIONS - Indicators that site functions to provide important habitat H 1.0. Does the site have the potential to provide habitat? H 1.1. Structure of plant community: Indicators are Cowardin classes and strata within the Forested class. Check the Cowardin plant classes in the wetland. Up to 10 patches may be combined for each class to meet the threshold of Â¼ ac or more than 10% of the unit if it is smaller than 2.5 ac. Add the number of structures checked. ____Aquatic bed 4 structures or more: points = 4 ____Emergent 3 structures: points = 2 ____Scrub-shrub (areas where shrubs have > 30% cover) 2 structures: points = 1 4 ____Forested (areas where trees have > 30% cover) 1 structure: points = 0 If the unit has a Forested class, check if: ____The Forested class has 3 out of 5 strata (canopy, sub-canopy, shrubs, herbaceous, moss/ground-cover) that each cover 20% within the Forested polygon H 1.2. Hydroperiods Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 10% of the wetland or Â¼ ac to count (see text for descriptions of hydroperiods). ____Permanently flooded or inundated 4 or more types present: points = 3 ____Seasonally flooded or inundated 3 types present: points = 2 ____Occasionally flooded or inundated 2 types present: points = 1 2 ____Saturated only 1 type present: points = 0 ____Permanently flowing stream or river in, or adjacent to, the wetland ____Seasonally flowing stream in, or adjacent to, the wetland ____Lake Fringe wetland 2 points ____Freshwater tidal wetland 2 points H 1.3. Richness of plant species Count the number of plant species in the wetland that cover at least 10 ft2. Different patches of the same species can be combined to meet the size threshold and you do not have to name the species. Do not include Eurasian milfoil, reed canarygrass, purple loosestrife, Canadian thistle 2 If you counted: > 19 species points = 2 5 - 19 species points = 1 < 5 species points = 0 H 1.4. Interspersion of habitats Decide from the diagrams below whether interspersion among Cowardin plants classes (described in H 1.1), or the classes and unvegetated areas (can include open water or mudflats) is high, moderate, low, or none. If you have four or more plant classes or three classes and open water, the rating is always high. 2 None = 0 points Low = 1 point Moderate = 2 points All three diagrams in this row are HIGH = 3points Wetland Rating System for Western WA: 2014 Update 13 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A H 1.5. Special habitat features: Check the habitat features that are present in the wetland. The number of checks is the number of points. ____Large, downed, woody debris within the wetland (> 4 in diameter and 6 ft long). ____Standing snags (dbh > 4 in) within the wetland ____Undercut banks are present for at least 6.6 ft (2 m) and/or overhanging plants extends at least 3.3 ft (1 m) over a stream (or ditch) in, or contiguous with the wetland, for at least 33 ft (10 m) 5 ____Stable steep banks of fine material that might be used by beaver or muskrat for denning (> 30 degree slope) OR signs of recent beaver activity are present (cut shrubs or trees that have not yet weathered where wood is exposed) ____At least Â¼ ac of thin-stemmed persistent plants or woody branches are present in areas that are permanently or seasonally inundated (structures for egg-laying by amphibians) ____Invasive plants cover less than 25% of the wetland area in every stratum of plants (see H 1.1 for list of strata) Total for H 1 Add the points in the boxes above 15 Rating of Site Potential If score is: 15-18 = H 7-14 = M 0-6 = L Record the rating on the first page H 2.0. Does the landscape have the potential to support the habitat functions of the site? H 2.1. Accessible habitat (include only habitat that directly abuts wetland unit). Calculate: 5.22 % undisturbed habitat + [(% moderate and low intensity land uses) 0.25 /2] = _______%5.345 If total accessible habitat is: > 1/ (33.3%) of 1 km Polygon points = 3 3 0 20-33% of 1 km Polygon points = 2 10-19% of 1 km Polygon points = 1 < 10% of 1 km Polygon points = 0 H 2.2. Undisturbed habitat in 1 km Polygon around the wetland. Calculate: 9.64 % undisturbed habitat + [(% moderate and low intensity land uses) 4.19 /2] = _______%11.735000000000001 Undisturbed habitat > 50% of Polygon points = 3 1 Undisturbed habitat 10-50% and in 1-3 patches points = 2 Undisturbed habitat 10-50% and > 3 patches points = 1 Undisturbed habitat < 10% of 1 km Polygon points = 0 H 2.3. Land use intensity in 1 km Polygon: If > 50% of 1 km Polygon is high intensity land use points = (- 2) -2 â‰¤ 50% of 1 km Polygon is high intensity points = 0 Total for H 2 Add the points in the boxes above -1 Rating of Landscape Potential If score is: 4-6 = H 1-3 = M < 1 = L Record the rating on the first page H 3.0. Is the habitat provided by the site valuable to society? H 3.1. Does the site provide habitat for species valued in laws, regulations, or policies? Choose only the highest score that applies to the wetland being rated. Site meets ANY of the following criteria: points = 2 ï‚¾ It has 3 or more priority habitats within 100 m (see next page) ï‚¾ It provides habitat for Threatened or Endangered species (any plant or animal on the state or federal lists) ï‚¾ It is mapped as a location for an individual WDFW priority species 2 ï‚¾ It is a Wetland of High Conservation Value as determined by the Department of Natural Resources ï‚¾ It has been categorized as an important habitat site in a local or regional comprehensive plan, in a Shoreline Master Plan, or in a watershed plan Site has 1 or 2 priority habitats (listed on next page) within 100 m points = 1 Site does not meet any of the criteria above points = 0 Rating of Value If score is: 2 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 14 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A WDFW Priority Habitats Priority habitats listed by WDFW (see complete descriptions of WDFW priority habitats, and the counties in which they can be found, in: Washington Department of Fish and Wildlife. 2008. Priority Habitat and Species List. Olympia, Washington. 177 pp. http://wdfw.wa.gov/publications/00165/wdfw00165.pdf or access the list from here: http://wdfw.wa.gov/conservation/phs/list/) Count how many of the following priority habitats are within 330 ft (100 m) of the wetland unit: NOTE: This question is independent of the land use between the wetland unit and the priority habitat. ï‚¾ Aspen Stands: Pure or mixed stands of aspen greater than 1 ac (0.4 ha). ï‚¾ Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species of native fish and wildlife (full descriptions in WDFW PHS report). ï‚¾ Herbaceous Balds: Variable size patches of grass and forbs on shallow soils over bedrock. ï‚¾ Old-growth/Mature forests: Old-growth west of Cascade crest â€“ Stands of at least 2 tree species, forming a multi- layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha ) > 32 in (81 cm) dbh or > 200 years of age. Mature forests â€“ Stands with average diameters exceeding 21 in (53 cm) dbh; crown cover may be less than 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old-growth; 80-200 years old west of the Cascade crest. ï‚¾ Oregon White Oak: Woodland stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFW PHS report p. 158 â€“ see web link above). ï‚¾ Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. ï‚¾ Westside Prairies: Herbaceous, non-forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161 â€“ see web link above). ï‚¾ Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. ï‚¾ Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of relatively undisturbed are in WDFW report â€“ see web link on previous page). ï‚¾ Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain a human. ï‚¾ Cliffs: Greater than 25 ft (7.6 m) high and occurring below 5000 ft elevation. ï‚¾ Talus: Homogenous areas of rock rubble ranging in average size 0.5 - 6.5 ft (0.15 - 2.0 m), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. ï‚¾ Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of > 20 in (51 cm) in western Washington and are > 6.5 ft (2 m) in height. Priority logs are > 12 in (30 cm) in diameter at the largest end, and > 20 ft (6 m) long. Note: All vegetated wetlands are by definition a priority habitat but are not included in this list because they are addressed elsewhere. Wetland Rating System for Western WA: 2014 Update 15 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Wetland Type Category Check off any criteria that apply to the wetland. Circle the category when the appropriate criteria are met. SC 1.0. Estuarine wetlands Does the wetland meet the following criteria for Estuarine wetlands? ï‚¾ The dominant water regime is tidal, ï‚¾ Vegetated, and ï‚¾ With a salinity greater than 0.5 ppt Yes â€“Go to SC 1.1 No= Not an estuarine wetland SC 1.1. Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Environmental, or Scientific Reserve designated under WAC 332-30-151? Yes = Category I No - Go to SC 1.2 SC 1.2. Is the wetland unit at least 1 ac in size and meets at least two of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than 10% cover of non-native plant species. (If non-native species are Spartina, see page 25) ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland has at least two of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. Yes = Category I No = Category II SC 2.0. Wetlands of High Conservation Value (WHCV) SC 2.1. Has the WA Department of Natural Resources updated their website to include the list of Wetlands of High Conservation Value? Yes â€“ Go to SC 2.2 No â€“ Go to SC 2.3 SC 2.2. Is the wetland listed on the WDNR database as a Wetland of High Conservation Value? Yes = Category I No = Not a WHCV SC 2.3. Is the wetland in a Section/Township/Range that contains a Natural Heritage wetland? http://www1.dnr.wa.gov/nhp/refdesk/datasearch/wnhpwetlands.pdf Yes â€“ Contact WNHP/WDNR and go to SC 2.4 No = Not a WHCV SC 2.4. Has WDNR identified the wetland within the S/T/R as a Wetland of High Conservation Value and listed it on their website? Yes = Category I No = Not a WHCV SC 3.0. Bogs Does the wetland (or any part of the unit) meet both the criteria for soils and vegetation in bogs? Use the key below. If you answer YES you will still need to rate the wetland based on its functions. SC 3.1. Does an area within the wetland unit have organic soil horizons, either peats or mucks, that compose 16 in or more of the first 32 in of the soil profile? Yes â€“ Go to SC 3.3 No â€“ Go to SC 3.2 SC 3.2. Does an area within the wetland unit have organic soils, either peats or mucks, that are less than 16 in deep over bedrock, or an impermeable hardpan such as clay or volcanic ash, or that are floating on top of a lake or pond? Yes â€“ Go to SC 3.3 No = Is not a bog SC 3.3. Does an area with peats or mucks have more than 70% cover of mosses at ground level, AND at least a 30% cover of plant species listed in Table 4? Yes = Is a Category I bog No â€“ Go to SC 3.4 NOTE: If you are uncertain about the extent of mosses in the understory, you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16 in deep. If the pH is less than 5.0 and the plant species in Table 4 are present, the wetland is a bog. SC 3.4. Is an area with peats or mucks forested (> 30% cover) with Sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine, quaking aspen, Engelmann spruce, or western white pine, AND any of the species (or combination of species) listed in Table 4 provide more than 30% of the cover under the canopy? Yes = Is a Category I bog No = Is not a bog Wetland Rating System for Western WA: 2014 Update 16 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A SC 4.0. Forested Wetlands Does the wetland have at least 1 contiguous acre of forest that meets one of these criteria for the WA Department of Fish and Wildlifeâ€™s forests as priority habitats? If you answer YES you will still need to rate the wetland based on its functions. ï‚¾ Old-growth forests (west of Cascade crest): Stands of at least two tree species, forming a multi-layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 in (81 cm) or more. ï‚¾ Mature forests (west of the Cascade Crest): Stands where the largest trees are 80- 200 years old OR the species that make up the canopy have an average diameter (dbh) exceeding 21 in (53 cm). Yes = Category I No = Not a forested wetland for this section SC 5.0. Wetlands in Coastal Lagoons Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? ï‚¾ The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently, rocks ï‚¾ The lagoon in which the wetland is located contains ponded water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) Yes â€“ Go to SC 5.1 No = Not a wetland in a coastal lagoon SC 5.1. Does the wetland meet all of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing), and has less than 20% cover of aggressive, opportunistic plant species (see list of species on p. 100). ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland is larger than 1/ ac (4350 ft2) 10 Yes = Category I No = Category II SC 6.0. Interdunal Wetlands Is the wetland west of the 1889 line (also called the Western Boundary of Upland Ownership or WBUO)? If you answer yes you will still need to rate the wetland based on its habitat functions. In practical terms that means the following geographic areas: ï‚¾ Long Beach Peninsula: Lands west of SR 103 ï‚¾ Grayland-Westport: Lands west of SR 105 ï‚¾ Ocean Shores-Copalis: Lands west of SR 115 and SR 109 Yes â€“ Go to SC 6.1 No = not an interdunal wetland for rating SC 6.1. Is the wetland 1 ac or larger and scores an 8 or 9 for the habitat functions on the form (rates H,H,H or H,H,M for the three aspects of function)? Yes = Category I No â€“ Go to SC 6.2 SC 6.2. Is the wetland 1 ac or larger, or is it in a mosaic of wetlands that is 1 ac or larger? Yes = Category II No â€“ Go to SC 6.3 SC 6.3. Is the unit between 0.1 and 1 ac, or is it in a mosaic of wetlands that is between 0.1 and 1 ac? Yes = Category III No = Category IV Category of wetland based on Special Characteristics If you answered No for all types, enter â€œNot Applicableâ€ on Summary Form Wetland Rating System for Western WA: 2014 Update 17 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ A This page left blank intentionally Wetland Rating System for Western WA: 2014 Update 18 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B RATING SUMMARY â€“ Western Washington Name of wetland (or ID #): _________________________________ Date of site visit: _____ B 7/16/2020 Rated by____________________________ Trained by Ecology?__ Yes ___No Date of training______ Rachael Hyland âœ” 03/2019 HGM Class used for rating_________________ Depressional Wetland has multiple HGM classes?___Y ____Nâœ” NOTE: Form is not complete without the figures requested (figures can be combined). Source of base aerial photo/map ______________________________________ ESRI ArcGIS OVERALL WETLAND CATEGORY ____ IV (based on functions___ or special characteristics___)âœ” 1. Category of wetland based on FUNCTIONS _______Category I â€“ Total score = 23 - 27 Score for each _______Category II â€“ Total score = 20 - 22 function based on three _______Category III â€“ Total score = 16 - 19 ratings _______Category IV â€“ Total score = 9 - 15 (order of ratings is not important) FUNCTION Improving Hydrologic Habitat Water Quality 9 = H,H,H Circle the appropriate ratings 8 = H,H,M Site Potential L L L 7 = H,H,L Landscape Potential M M L 7 = H,M,M Value H M L TOTAL 6 = H,M,L 6 = M,M,M Score Based on 6 5 3 14 5 = H,L,L Ratings 5 = M,M,L 4 = M,L,L 3 = L,L,L 2. Category based on SPECIAL CHARACTERISTICS of wetland CHARACTERISTIC CATEGORY Estuarine I II Wetland of High Conservation Value I Bog I Mature Forest I Old Growth Forest I Coastal Lagoon I II Interdunal I II III IV None of the above N/A Wetland Rating System for Western WA: 2014 Update 1 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B Maps and figures required to answer questions correctly for Western Washington Depressional Wetlands Map of: To answer questions: Figure # Cowardin plant classes D 1.3, H 1.1, H 1.4 Hydroperiods D 1.4, H 1.2 Location of outlet (can be added to map of hydroperiods) D 1.1, D 4.1 Boundary of area within 150 ft of the wetland (can be added to another figure) D 2.2, D 5.2 Map of the contributing basin D 4.3, D 5.3 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) D 3.1, D 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) D 3.3 Riverine Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Ponded depressions R 1.1 Boundary of area within 150 ft of the wetland (can be added to another figure) R 2.4 Plant cover of trees, shrubs, and herbaceous plants R 1.2, R 4.2 Width of unit vs. width of stream (can be added to another figure) R 4.1 Map of the contributing basin R 2.2, R 2.3, R 5.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) R 3.1 Screen capture of list of TMDLs for WRIA in which unit is found (from web) R 3.2, R 3.3 Lake Fringe Wetlands Map of: To answer questions: Figure # Cowardin plant classes L 1.1, L 4.1, H 1.1, H 1.4 Plant cover of trees, shrubs, and herbaceous plants L 1.2 Boundary of area within 150 ft of the wetland (can be added to another figure) L 2.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) L 3.1, L 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) L 3.3 Slope Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Plant cover of dense trees, shrubs, and herbaceous plants S 1.3 Plant cover of dense, rigid trees, shrubs, and herbaceous plants S 4.1 (can be added to figure above) Boundary of 150 ft buffer (can be added to another figure) S 2.1, S 5.1 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) S 3.1, S 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) S 3.3 Wetland Rating System for Western WA: 2014 Update 2 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B HGM Classification of Wetlands in Western Washington For questions 1-7, the criteria described must apply to the entire unit being rated. If the hydrologic criteria listed in each question do not apply to the entire unit being rated, you probably have a unit with multiple HGM classes. In this case, identify which hydrologic criteria in questions 1-7 apply, and go to Question 8. 1. Are the water levels in the entire unit usually controlled by tides except during floods? NO â€“ go to 2 YES â€“ the wetland class is Tidal Fringe â€“ go to 1.1 1.1 Is the salinity of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? NO â€“ Saltwater Tidal Fringe (Estuarine) YES â€“ Freshwater Tidal Fringe If your wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. If it is Saltwater Tidal Fringe it is an Estuarine wetland and is not scored. This method cannot be used to score functions for estuarine wetlands. 2. The entire wetland unit is flat and precipitation is the only source (>90%) of water to it. Groundwater and surface water runoff are NOT sources of water to the unit. NO â€“ go to 3 YES â€“ The wetland class is Flats If your wetland can be classified as a Flats wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet all of the following criteria? ___The vegetated part of the wetland is on the shores of a body of permanent open water (without any plants on the surface at any time of the year) at least 20 ac (8 ha) in size; ___At least 30% of the open water area is deeper than 6.6 ft (2 m). NO â€“ go to 4 YES â€“ The wetland class is Lake Fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of the following criteria? ____The wetland is on a slope (slope can be very gradual), ____The water flows through the wetland in one direction (unidirectional) and usually comes from seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks, ____The water leaves the wetland without being impounded. NO â€“ go to 5 YES â€“ The wetland class is Slope NOTE: Surface water does not pond in these type of wetlands except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <3 ft diameter and less than 1 ft deep). 5. Does the entire wetland unit meet all of the following criteria? ____The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river, ____The overbank flooding occurs at least once every 2 years. Wetland Rating System for Western WA: 2014 Update 3 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B NO â€“ go to 6 YES â€“ The wetland class is Riverine NOTE: The Riverine unit can contain depressions that are filled with water when the river is not flooding 6. Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year? This means that any outlet, if present, is higher than the interior of the wetland. NO â€“ go to 7 YES â€“ The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding? The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet. NO â€“ go to 8 YES â€“ The wetland class is Depressional 8. Your wetland unit seems to be difficult to classify and probably contains several different HGM classes. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a Depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within the wetland unit being scored. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the HGM class listed in column 2 is less than 10% of the unit; classify the wetland using the class that represents more than 90% of the total area. HGM classes within the wetland unit HGM class to being rated use in rating Slope + Riverine Riverine Slope + Depressional Depressional Slope + Lake Fringe Lake Fringe Depressional + Riverine along stream Depressional within boundary of depression Depressional + Lake Fringe Depressional Riverine + Lake Fringe Riverine Salt Water Tidal Fringe and any other Treat as class of freshwater wetland ESTUARINE If you are still unable to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetland boundary, classify the wetland as Depressional for the rating. Wetland Rating System for Western WA: 2014 Update 4 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B DEPRESSIONAL AND FLATS WETLANDS Water Quality Functions - Indicators that the site functions to improve water quality D 1.0. Does the site have the potential to improve water quality? D 1.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression (QUESTION 7 on key) with no surface water leaving it (no outlet). points = 3 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outlet. 2 points = 2 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 1 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch. points = 1 D 1.2. The soil 2 in below the surface (or duff layer) is true clay or true organic (use NRCS definitions).Yes = 4 No = 0 0 D 1.3. Characteristics and distribution of persistent plants (Emergent, Scrub-shrub, and/or Forested Cowardin classes): Wetland has persistent, ungrazed, plants > 95% of area points = 5 Wetland has persistent, ungrazed, plants > Â½ of area points = 3 0 Wetland has persistent, ungrazed plants > 1/ of area points = 1 10 Wetland has persistent, ungrazed plants <1/ of area points = 0 10 D 1.4. Characteristics of seasonal ponding or inundation: This is the area that is ponded for at least 2 months. See description in manual. Area seasonally ponded is > Â½ total area of wetland points = 4 0 Area seasonally ponded is > Â¼ total area of wetland points = 2 Area seasonally ponded is < Â¼ total area of wetland points = 0 Total for D 1 Add the points in the boxes above 2 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 2.0. Does the landscape have the potential to support the water quality function of the site? D 2.1. Does the wetland unit receive stormwater discharges? Yes = 1 No = 0 0 D 2.2. Is > 10% of the area within 150 ft of the wetland in land uses that generate pollutants? Yes = 1 No = 0 1 D 2.3. Are there septic systems within 250 ft of the wetland? Yes = 1 No = 0 0 D 2.4. Are there other sources of pollutants coming into the wetland that are not listed in questions D 2.1-D 2.3? 0 Source_______________ Yes = 1 No = 0 Total for D 2 Add the points in the boxes above 1 Rating of Landscape Potential If score is: 3 or 4 = H 1 or 2 = M 0 = L Record the rating on the first page D 3.0. Is the water quality improvement provided by the site valuable to society? D 3.1. Does the wetland discharge directly (i.e., within 1 mi) to a stream, river, lake, or marine water that is on the 0 303(d) list? Yes = 1 No = 0 D 3.2. Is the wetland in a basin or sub-basin where an aquatic resource is on the 303(d) list? Yes = 1 No = 0 1 D 3.3. Has the site been identified in a watershed or local plan as important for maintaining water quality (answer YES 2 if there is a TMDL for the basin in which the unit is found)? Yes = 2 No = 0 Total for D 3 Add the points in the boxes above 3 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page NOTES and FIELD OBSERVATIONS: Wetland Rating System for Western WA: 2014 Update 5 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B DEPRESSIONAL AND FLATS WETLANDS Hydrologic Functions - Indicators that the site functions to reduce flooding and stream degradation D 4.0. Does the site have the potential to reduce flooding and erosion? D 4.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression with no surface water leaving it (no outlet) points = 4 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outletpoints = 2 2 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch points = 1 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 0 D 4.2. Depth of storage during wet periods: Estimate the height of ponding above the bottom of the outlet. For wetlands with no outlet, measure from the surface of permanent water or if dry, the deepest part. Marks of ponding are 3 ft or more above the surface or bottom of outlet points = 7 Marks of ponding between 2 ft to < 3 ft from surface or bottom of outlet points = 5 0 Marks are at least 0.5 ft to < 2 ft from surface or bottom of outlet points = 3 The wetland is a â€œheadwaterâ€ wetland points = 3 Wetland is flat but has small depressions on the surface that trap water points = 1 Marks of ponding less than 0.5 ft (6 in) points = 0 D 4.3. Contribution of the wetland to storage in the watershed: Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of the unit points = 5 0 The area of the basin is 10 to 100 times the area of the unit points = 3 The area of the basin is more than 100 times the area of the unit points = 0 Entire wetland is in the Flats class points = 5 Total for D 4 Add the points in the boxes above 2 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 5.0. Does the landscape have the potential to support hydrologic functions of the site? D 5.1. Does the wetland receive stormwater discharges? Yes = 1 No = 0 0 D 5.2. Is >10% of the area within 150 ft of the wetland in land uses that generate excess runoff? Yes = 1 No = 0 1 D 5.3. Is more than 25% of the contributing basin of the wetland covered with intensive human land uses (residential at 1 >1 residence/ac, urban, commercial, agriculture, etc.)? Yes = 1 No = 0 Total for D 5 Add the points in the boxes above 2 Rating of Landscape Potential If score is: 3 = H 1 or 2 = M 0 = L Record the rating on the first page D 6.0. Are the hydrologic functions provided by the site valuable to society? D 6.1. The unit is in a landscape that has flooding problems. Choose the description that best matches conditions around the wetland unit being rated. Do not add points. Choose the highest score if more than one condition is met. The wetland captures surface water that would otherwise flow down-gradient into areas where flooding has damaged human or natural resources (e.g., houses or salmon redds): ï‚· Flooding occurs in a sub-basin that is immediately down-gradient of unit. points = 2 ï‚· Surface flooding problems are in a sub-basin farther down-gradient. points = 1 1 Flooding from groundwater is an issue in the sub-basin. points = 1 The existing or potential outflow from the wetland is so constrained by human or natural conditions that the water stored by the wetland cannot reach areas that flood. Explain why __________________ points = 0 _____________________________________________________________________________ There are no problems with flooding downstream of the wetland. points = 0 D 6.2. Has the site been identified as important for flood storage or flood conveyance in a regional flood control plan? 0 Yes = 2 No = 0 Total for D 6 Add the points in the boxes above 1 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 6 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B These questions apply to wetlands of all HGM classes. HABITAT FUNCTIONS - Indicators that site functions to provide important habitat H 1.0. Does the site have the potential to provide habitat? H 1.1. Structure of plant community: Indicators are Cowardin classes and strata within the Forested class. Check the Cowardin plant classes in the wetland. Up to 10 patches may be combined for each class to meet the threshold of Â¼ ac or more than 10% of the unit if it is smaller than 2.5 ac. Add the number of structures checked. ____Aquatic bed 4 structures or more: points = 4 ____Emergent 3 structures: points = 2 ____Scrub-shrub (areas where shrubs have > 30% cover) 2 structures: points = 1 0 ____Forested (areas where trees have > 30% cover) 1 structure: points = 0 If the unit has a Forested class, check if: ____The Forested class has 3 out of 5 strata (canopy, sub-canopy, shrubs, herbaceous, moss/ground-cover) that each cover 20% within the Forested polygon H 1.2. Hydroperiods Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 10% of the wetland or Â¼ ac to count (see text for descriptions of hydroperiods). ____Permanently flooded or inundated 4 or more types present: points = 3 ____Seasonally flooded or inundated 3 types present: points = 2 ____Occasionally flooded or inundated 2 types present: points = 1 0 ____Saturated only 1 type present: points = 0 ____Permanently flowing stream or river in, or adjacent to, the wetland ____Seasonally flowing stream in, or adjacent to, the wetland ____Lake Fringe wetland 2 points ____Freshwater tidal wetland 2 points H 1.3. Richness of plant species Count the number of plant species in the wetland that cover at least 10 ft2. Different patches of the same species can be combined to meet the size threshold and you do not have to name the species. Do not include Eurasian milfoil, reed canarygrass, purple loosestrife, Canadian thistle 0 If you counted: > 19 species points = 2 5 - 19 species points = 1 < 5 species points = 0 H 1.4. Interspersion of habitats Decide from the diagrams below whether interspersion among Cowardin plants classes (described in H 1.1), or the classes and unvegetated areas (can include open water or mudflats) is high, moderate, low, or none. If you have four or more plant classes or three classes and open water, the rating is always high. 0 None = 0 points Low = 1 point Moderate = 2 points All three diagrams in this row are HIGH = 3points Wetland Rating System for Western WA: 2014 Update 13 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B H 1.5. Special habitat features: Check the habitat features that are present in the wetland. The number of checks is the number of points. ____Large, downed, woody debris within the wetland (> 4 in diameter and 6 ft long). ____Standing snags (dbh > 4 in) within the wetland ____Undercut banks are present for at least 6.6 ft (2 m) and/or overhanging plants extends at least 3.3 ft (1 m) over a stream (or ditch) in, or contiguous with the wetland, for at least 33 ft (10 m) 0 ____Stable steep banks of fine material that might be used by beaver or muskrat for denning (> 30 degree slope) OR signs of recent beaver activity are present (cut shrubs or trees that have not yet weathered where wood is exposed) ____At least Â¼ ac of thin-stemmed persistent plants or woody branches are present in areas that are permanently or seasonally inundated (structures for egg-laying by amphibians) ____Invasive plants cover less than 25% of the wetland area in every stratum of plants (see H 1.1 for list of strata) Total for H 1 Add the points in the boxes above 0 Rating of Site Potential If score is: 15-18 = H 7-14 = M 0-6 = L Record the rating on the first page H 2.0. Does the landscape have the potential to support the habitat functions of the site? H 2.1. Accessible habitat (include only habitat that directly abuts wetland unit). Calculate: 5.22 % undisturbed habitat + [(% moderate and low intensity land uses) 0.25 /2] = _______%5.345 If total accessible habitat is: > 1/ (33.3%) of 1 km Polygon points = 3 3 0 20-33% of 1 km Polygon points = 2 10-19% of 1 km Polygon points = 1 < 10% of 1 km Polygon points = 0 H 2.2. Undisturbed habitat in 1 km Polygon around the wetland. Calculate: 9.64 % undisturbed habitat + [(% moderate and low intensity land uses) 4.19 /2] = _______%11.735000000000001 Undisturbed habitat > 50% of Polygon points = 3 1 Undisturbed habitat 10-50% and in 1-3 patches points = 2 Undisturbed habitat 10-50% and > 3 patches points = 1 Undisturbed habitat < 10% of 1 km Polygon points = 0 H 2.3. Land use intensity in 1 km Polygon: If > 50% of 1 km Polygon is high intensity land use points = (- 2) -2 â‰¤ 50% of 1 km Polygon is high intensity points = 0 Total for H 2 Add the points in the boxes above -1 Rating of Landscape Potential If score is: 4-6 = H 1-3 = M < 1 = L Record the rating on the first page H 3.0. Is the habitat provided by the site valuable to society? H 3.1. Does the site provide habitat for species valued in laws, regulations, or policies? Choose only the highest score that applies to the wetland being rated. Site meets ANY of the following criteria: points = 2 ï‚¾ It has 3 or more priority habitats within 100 m (see next page) ï‚¾ It provides habitat for Threatened or Endangered species (any plant or animal on the state or federal lists) ï‚¾ It is mapped as a location for an individual WDFW priority species 0 ï‚¾ It is a Wetland of High Conservation Value as determined by the Department of Natural Resources ï‚¾ It has been categorized as an important habitat site in a local or regional comprehensive plan, in a Shoreline Master Plan, or in a watershed plan Site has 1 or 2 priority habitats (listed on next page) within 100 m points = 1 Site does not meet any of the criteria above points = 0 Rating of Value If score is: 2 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 14 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B WDFW Priority Habitats Priority habitats listed by WDFW (see complete descriptions of WDFW priority habitats, and the counties in which they can be found, in: Washington Department of Fish and Wildlife. 2008. Priority Habitat and Species List. Olympia, Washington. 177 pp. http://wdfw.wa.gov/publications/00165/wdfw00165.pdf or access the list from here: http://wdfw.wa.gov/conservation/phs/list/) Count how many of the following priority habitats are within 330 ft (100 m) of the wetland unit: NOTE: This question is independent of the land use between the wetland unit and the priority habitat. ï‚¾ Aspen Stands: Pure or mixed stands of aspen greater than 1 ac (0.4 ha). ï‚¾ Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species of native fish and wildlife (full descriptions in WDFW PHS report). ï‚¾ Herbaceous Balds: Variable size patches of grass and forbs on shallow soils over bedrock. ï‚¾ Old-growth/Mature forests: Old-growth west of Cascade crest â€“ Stands of at least 2 tree species, forming a multi- layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha ) > 32 in (81 cm) dbh or > 200 years of age. Mature forests â€“ Stands with average diameters exceeding 21 in (53 cm) dbh; crown cover may be less than 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old-growth; 80-200 years old west of the Cascade crest. ï‚¾ Oregon White Oak: Woodland stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFW PHS report p. 158 â€“ see web link above). ï‚¾ Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. ï‚¾ Westside Prairies: Herbaceous, non-forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161 â€“ see web link above). ï‚¾ Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. ï‚¾ Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of relatively undisturbed are in WDFW report â€“ see web link on previous page). ï‚¾ Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain a human. ï‚¾ Cliffs: Greater than 25 ft (7.6 m) high and occurring below 5000 ft elevation. ï‚¾ Talus: Homogenous areas of rock rubble ranging in average size 0.5 - 6.5 ft (0.15 - 2.0 m), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. ï‚¾ Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of > 20 in (51 cm) in western Washington and are > 6.5 ft (2 m) in height. Priority logs are > 12 in (30 cm) in diameter at the largest end, and > 20 ft (6 m) long. Note: All vegetated wetlands are by definition a priority habitat but are not included in this list because they are addressed elsewhere. Wetland Rating System for Western WA: 2014 Update 15 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Wetland Type Category Check off any criteria that apply to the wetland. Circle the category when the appropriate criteria are met. SC 1.0. Estuarine wetlands Does the wetland meet the following criteria for Estuarine wetlands? ï‚¾ The dominant water regime is tidal, ï‚¾ Vegetated, and ï‚¾ With a salinity greater than 0.5 ppt Yes â€“Go to SC 1.1 No= Not an estuarine wetland SC 1.1. Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Environmental, or Scientific Reserve designated under WAC 332-30-151? Yes = Category I No - Go to SC 1.2 SC 1.2. Is the wetland unit at least 1 ac in size and meets at least two of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than 10% cover of non-native plant species. (If non-native species are Spartina, see page 25) ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland has at least two of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. Yes = Category I No = Category II SC 2.0. Wetlands of High Conservation Value (WHCV) SC 2.1. Has the WA Department of Natural Resources updated their website to include the list of Wetlands of High Conservation Value? Yes â€“ Go to SC 2.2 No â€“ Go to SC 2.3 SC 2.2. Is the wetland listed on the WDNR database as a Wetland of High Conservation Value? Yes = Category I No = Not a WHCV SC 2.3. Is the wetland in a Section/Township/Range that contains a Natural Heritage wetland? http://www1.dnr.wa.gov/nhp/refdesk/datasearch/wnhpwetlands.pdf Yes â€“ Contact WNHP/WDNR and go to SC 2.4 No = Not a WHCV SC 2.4. Has WDNR identified the wetland within the S/T/R as a Wetland of High Conservation Value and listed it on their website? Yes = Category I No = Not a WHCV SC 3.0. Bogs Does the wetland (or any part of the unit) meet both the criteria for soils and vegetation in bogs? Use the key below. If you answer YES you will still need to rate the wetland based on its functions. SC 3.1. Does an area within the wetland unit have organic soil horizons, either peats or mucks, that compose 16 in or more of the first 32 in of the soil profile? Yes â€“ Go to SC 3.3 No â€“ Go to SC 3.2 SC 3.2. Does an area within the wetland unit have organic soils, either peats or mucks, that are less than 16 in deep over bedrock, or an impermeable hardpan such as clay or volcanic ash, or that are floating on top of a lake or pond? Yes â€“ Go to SC 3.3 No = Is not a bog SC 3.3. Does an area with peats or mucks have more than 70% cover of mosses at ground level, AND at least a 30% cover of plant species listed in Table 4? Yes = Is a Category I bog No â€“ Go to SC 3.4 NOTE: If you are uncertain about the extent of mosses in the understory, you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16 in deep. If the pH is less than 5.0 and the plant species in Table 4 are present, the wetland is a bog. SC 3.4. Is an area with peats or mucks forested (> 30% cover) with Sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine, quaking aspen, Engelmann spruce, or western white pine, AND any of the species (or combination of species) listed in Table 4 provide more than 30% of the cover under the canopy? Yes = Is a Category I bog No = Is not a bog Wetland Rating System for Western WA: 2014 Update 16 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B SC 4.0. Forested Wetlands Does the wetland have at least 1 contiguous acre of forest that meets one of these criteria for the WA Department of Fish and Wildlifeâ€™s forests as priority habitats? If you answer YES you will still need to rate the wetland based on its functions. ï‚¾ Old-growth forests (west of Cascade crest): Stands of at least two tree species, forming a multi-layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 in (81 cm) or more. ï‚¾ Mature forests (west of the Cascade Crest): Stands where the largest trees are 80- 200 years old OR the species that make up the canopy have an average diameter (dbh) exceeding 21 in (53 cm). Yes = Category I No = Not a forested wetland for this section SC 5.0. Wetlands in Coastal Lagoons Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? ï‚¾ The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently, rocks ï‚¾ The lagoon in which the wetland is located contains ponded water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) Yes â€“ Go to SC 5.1 No = Not a wetland in a coastal lagoon SC 5.1. Does the wetland meet all of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing), and has less than 20% cover of aggressive, opportunistic plant species (see list of species on p. 100). ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland is larger than 1/ ac (4350 ft2) 10 Yes = Category I No = Category II SC 6.0. Interdunal Wetlands Is the wetland west of the 1889 line (also called the Western Boundary of Upland Ownership or WBUO)? If you answer yes you will still need to rate the wetland based on its habitat functions. In practical terms that means the following geographic areas: ï‚¾ Long Beach Peninsula: Lands west of SR 103 ï‚¾ Grayland-Westport: Lands west of SR 105 ï‚¾ Ocean Shores-Copalis: Lands west of SR 115 and SR 109 Yes â€“ Go to SC 6.1 No = not an interdunal wetland for rating SC 6.1. Is the wetland 1 ac or larger and scores an 8 or 9 for the habitat functions on the form (rates H,H,H or H,H,M for the three aspects of function)? Yes = Category I No â€“ Go to SC 6.2 SC 6.2. Is the wetland 1 ac or larger, or is it in a mosaic of wetlands that is 1 ac or larger? Yes = Category II No â€“ Go to SC 6.3 SC 6.3. Is the unit between 0.1 and 1 ac, or is it in a mosaic of wetlands that is between 0.1 and 1 ac? Yes = Category III No = Category IV Category of wetland based on Special Characteristics If you answered No for all types, enter â€œNot Applicableâ€ on Summary Form Wetland Rating System for Western WA: 2014 Update 17 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ B This page left blank intentionally Wetland Rating System for Western WA: 2014 Update 18 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C RATING SUMMARY â€“ Western Washington Name of wetland (or ID #): _________________________________ Date of site visit: _____ C 08/25/20 Rated by____________________________ Trained by Ecology?__ Yes ___No Date of training______ Rachael Hyland âœ” 3/2019 HGM Class used for rating_________________ Depressional Wetland has multiple HGM classes?___Y ____Nâœ” NOTE: Form is not complete without the figures requested (figures can be combined). Source of base aerial photo/map ______________________________________ ESRI ArcGIS OVERALL WETLAND CATEGORY ____ IV (based on functions___ or special characteristics___)âœ” 1. Category of wetland based on FUNCTIONS _______Category I â€“ Total score = 23 - 27 Score for each _______Category II â€“ Total score = 20 - 22 function based on three _______Category III â€“ Total score = 16 - 19 ratings _______Category IV â€“ Total score = 9 - 15 (order of ratings is not important) FUNCTION Improving Hydrologic Habitat Water Quality 9 = H,H,H Circle the appropriate ratings 8 = H,H,M Site Potential L L L 7 = H,H,L Landscape Potential M M L 7 = H,M,M Value H M L TOTAL 6 = H,M,L 6 = M,M,M Score Based on 6 5 3 14 5 = H,L,L Ratings 5 = M,M,L 4 = M,L,L 3 = L,L,L 2. Category based on SPECIAL CHARACTERISTICS of wetland CHARACTERISTIC CATEGORY Estuarine I II Wetland of High Conservation Value I Bog I Mature Forest I Old Growth Forest I Coastal Lagoon I II Interdunal I II III IV None of the above N/A Wetland Rating System for Western WA: 2014 Update 1 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C Maps and figures required to answer questions correctly for Western Washington Depressional Wetlands Map of: To answer questions: Figure # Cowardin plant classes D 1.3, H 1.1, H 1.4 Hydroperiods D 1.4, H 1.2 Location of outlet (can be added to map of hydroperiods) D 1.1, D 4.1 Boundary of area within 150 ft of the wetland (can be added to another figure) D 2.2, D 5.2 Map of the contributing basin D 4.3, D 5.3 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) D 3.1, D 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) D 3.3 Riverine Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Ponded depressions R 1.1 Boundary of area within 150 ft of the wetland (can be added to another figure) R 2.4 Plant cover of trees, shrubs, and herbaceous plants R 1.2, R 4.2 Width of unit vs. width of stream (can be added to another figure) R 4.1 Map of the contributing basin R 2.2, R 2.3, R 5.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) R 3.1 Screen capture of list of TMDLs for WRIA in which unit is found (from web) R 3.2, R 3.3 Lake Fringe Wetlands Map of: To answer questions: Figure # Cowardin plant classes L 1.1, L 4.1, H 1.1, H 1.4 Plant cover of trees, shrubs, and herbaceous plants L 1.2 Boundary of area within 150 ft of the wetland (can be added to another figure) L 2.2 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) L 3.1, L 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) L 3.3 Slope Wetlands Map of: To answer questions: Figure # Cowardin plant classes H 1.1, H 1.4 Hydroperiods H 1.2 Plant cover of dense trees, shrubs, and herbaceous plants S 1.3 Plant cover of dense, rigid trees, shrubs, and herbaceous plants S 4.1 (can be added to figure above) Boundary of 150 ft buffer (can be added to another figure) S 2.1, S 5.1 1 km Polygon: Area that extends 1 km from entire wetland edge - including H 2.1, H 2.2, H 2.3 polygons for accessible habitat and undisturbed habitat Screen capture of map of 303(d) listed waters in basin (from Ecology website) S 3.1, S 3.2 Screen capture of list of TMDLs for WRIA in which unit is found (from web) S 3.3 Wetland Rating System for Western WA: 2014 Update 2 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C HGM Classification of Wetlands in Western Washington For questions 1-7, the criteria described must apply to the entire unit being rated. If the hydrologic criteria listed in each question do not apply to the entire unit being rated, you probably have a unit with multiple HGM classes. In this case, identify which hydrologic criteria in questions 1-7 apply, and go to Question 8. 1. Are the water levels in the entire unit usually controlled by tides except during floods? NO â€“ go to 2 YES â€“ the wetland class is Tidal Fringe â€“ go to 1.1 1.1 Is the salinity of the water during periods of annual low flow below 0.5 ppt (parts per thousand)? NO â€“ Saltwater Tidal Fringe (Estuarine) YES â€“ Freshwater Tidal Fringe If your wetland can be classified as a Freshwater Tidal Fringe use the forms for Riverine wetlands. If it is Saltwater Tidal Fringe it is an Estuarine wetland and is not scored. This method cannot be used to score functions for estuarine wetlands. 2. The entire wetland unit is flat and precipitation is the only source (>90%) of water to it. Groundwater and surface water runoff are NOT sources of water to the unit. NO â€“ go to 3 YES â€“ The wetland class is Flats If your wetland can be classified as a Flats wetland, use the form for Depressional wetlands. 3. Does the entire wetland unit meet all of the following criteria? ___The vegetated part of the wetland is on the shores of a body of permanent open water (without any plants on the surface at any time of the year) at least 20 ac (8 ha) in size; ___At least 30% of the open water area is deeper than 6.6 ft (2 m). NO â€“ go to 4 YES â€“ The wetland class is Lake Fringe (Lacustrine Fringe) 4. Does the entire wetland unit meet all of the following criteria? ____The wetland is on a slope (slope can be very gradual), ____The water flows through the wetland in one direction (unidirectional) and usually comes from seeps. It may flow subsurface, as sheetflow, or in a swale without distinct banks, ____The water leaves the wetland without being impounded. NO â€“ go to 5 YES â€“ The wetland class is Slope NOTE: Surface water does not pond in these type of wetlands except occasionally in very small and shallow depressions or behind hummocks (depressions are usually <3 ft diameter and less than 1 ft deep). 5. Does the entire wetland unit meet all of the following criteria? ____The unit is in a valley, or stream channel, where it gets inundated by overbank flooding from that stream or river, ____The overbank flooding occurs at least once every 2 years. Wetland Rating System for Western WA: 2014 Update 3 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C NO â€“ go to 6 YES â€“ The wetland class is Riverine NOTE: The Riverine unit can contain depressions that are filled with water when the river is not flooding 6. Is the entire wetland unit in a topographic depression in which water ponds, or is saturated to the surface, at some time during the year? This means that any outlet, if present, is higher than the interior of the wetland. NO â€“ go to 7 YES â€“ The wetland class is Depressional 7. Is the entire wetland unit located in a very flat area with no obvious depression and no overbank flooding? The unit does not pond surface water more than a few inches. The unit seems to be maintained by high groundwater in the area. The wetland may be ditched, but has no obvious natural outlet. NO â€“ go to 8 YES â€“ The wetland class is Depressional 8. Your wetland unit seems to be difficult to classify and probably contains several different HGM classes. For example, seeps at the base of a slope may grade into a riverine floodplain, or a small stream within a Depressional wetland has a zone of flooding along its sides. GO BACK AND IDENTIFY WHICH OF THE HYDROLOGIC REGIMES DESCRIBED IN QUESTIONS 1-7 APPLY TO DIFFERENT AREAS IN THE UNIT (make a rough sketch to help you decide). Use the following table to identify the appropriate class to use for the rating system if you have several HGM classes present within the wetland unit being scored. NOTE: Use this table only if the class that is recommended in the second column represents 10% or more of the total area of the wetland unit being rated. If the area of the HGM class listed in column 2 is less than 10% of the unit; classify the wetland using the class that represents more than 90% of the total area. HGM classes within the wetland unit HGM class to being rated use in rating Slope + Riverine Riverine Slope + Depressional Depressional Slope + Lake Fringe Lake Fringe Depressional + Riverine along stream Depressional within boundary of depression Depressional + Lake Fringe Depressional Riverine + Lake Fringe Riverine Salt Water Tidal Fringe and any other Treat as class of freshwater wetland ESTUARINE If you are still unable to determine which of the above criteria apply to your wetland, or if you have more than 2 HGM classes within a wetland boundary, classify the wetland as Depressional for the rating. Wetland Rating System for Western WA: 2014 Update 4 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C DEPRESSIONAL AND FLATS WETLANDS Water Quality Functions - Indicators that the site functions to improve water quality D 1.0. Does the site have the potential to improve water quality? D 1.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression (QUESTION 7 on key) with no surface water leaving it (no outlet). points = 3 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outlet. 2 points = 2 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 1 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch. points = 1 D 1.2. The soil 2 in below the surface (or duff layer) is true clay or true organic (use NRCS definitions).Yes = 4 No = 0 0 D 1.3. Characteristics and distribution of persistent plants (Emergent, Scrub-shrub, and/or Forested Cowardin classes): Wetland has persistent, ungrazed, plants > 95% of area points = 5 Wetland has persistent, ungrazed, plants > Â½ of area points = 3 0 Wetland has persistent, ungrazed plants > 1/ of area points = 1 10 Wetland has persistent, ungrazed plants <1/ of area points = 0 10 D 1.4. Characteristics of seasonal ponding or inundation: This is the area that is ponded for at least 2 months. See description in manual. Area seasonally ponded is > Â½ total area of wetland points = 4 0 Area seasonally ponded is > Â¼ total area of wetland points = 2 Area seasonally ponded is < Â¼ total area of wetland points = 0 Total for D 1 Add the points in the boxes above 2 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 2.0. Does the landscape have the potential to support the water quality function of the site? D 2.1. Does the wetland unit receive stormwater discharges? Yes = 1 No = 0 0 D 2.2. Is > 10% of the area within 150 ft of the wetland in land uses that generate pollutants? Yes = 1 No = 0 1 D 2.3. Are there septic systems within 250 ft of the wetland? Yes = 1 No = 0 0 D 2.4. Are there other sources of pollutants coming into the wetland that are not listed in questions D 2.1-D 2.3? 0 Source_______________ Yes = 1 No = 0 Total for D 2 Add the points in the boxes above 1 Rating of Landscape Potential If score is: 3 or 4 = H 1 or 2 = M 0 = L Record the rating on the first page D 3.0. Is the water quality improvement provided by the site valuable to society? D 3.1. Does the wetland discharge directly (i.e., within 1 mi) to a stream, river, lake, or marine water that is on the 0 303(d) list? Yes = 1 No = 0 D 3.2. Is the wetland in a basin or sub-basin where an aquatic resource is on the 303(d) list? Yes = 1 No = 0 1 D 3.3. Has the site been identified in a watershed or local plan as important for maintaining water quality (answer YES 2 if there is a TMDL for the basin in which the unit is found)? Yes = 2 No = 0 Total for D 3 Add the points in the boxes above 3 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page NOTES and FIELD OBSERVATIONS: Wetland Rating System for Western WA: 2014 Update 5 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C DEPRESSIONAL AND FLATS WETLANDS Hydrologic Functions - Indicators that the site functions to reduce flooding and stream degradation D 4.0. Does the site have the potential to reduce flooding and erosion? D 4.1. Characteristics of surface water outflows from the wetland: Wetland is a depression or flat depression with no surface water leaving it (no outlet) points = 4 Wetland has an intermittently flowing stream or ditch, OR highly constricted permanently flowing outletpoints = 2 2 Wetland is a flat depression (QUESTION 7 on key), whose outlet is a permanently flowing ditch points = 1 Wetland has an unconstricted, or slightly constricted, surface outlet that is permanently flowing points = 0 D 4.2. Depth of storage during wet periods: Estimate the height of ponding above the bottom of the outlet. For wetlands with no outlet, measure from the surface of permanent water or if dry, the deepest part. Marks of ponding are 3 ft or more above the surface or bottom of outlet points = 7 Marks of ponding between 2 ft to < 3 ft from surface or bottom of outlet points = 5 0 Marks are at least 0.5 ft to < 2 ft from surface or bottom of outlet points = 3 The wetland is a â€œheadwaterâ€ wetland points = 3 Wetland is flat but has small depressions on the surface that trap water points = 1 Marks of ponding less than 0.5 ft (6 in) points = 0 D 4.3. Contribution of the wetland to storage in the watershed: Estimate the ratio of the area of upstream basin contributing surface water to the wetland to the area of the wetland unit itself. The area of the basin is less than 10 times the area of the unit points = 5 0 The area of the basin is 10 to 100 times the area of the unit points = 3 The area of the basin is more than 100 times the area of the unit points = 0 Entire wetland is in the Flats class points = 5 Total for D 4 Add the points in the boxes above 2 Rating of Site Potential If score is: 12-16 = H 6-11 = M 0-5 = L Record the rating on the first page D 5.0. Does the landscape have the potential to support hydrologic functions of the site? D 5.1. Does the wetland receive stormwater discharges? Yes = 1 No = 0 0 D 5.2. Is >10% of the area within 150 ft of the wetland in land uses that generate excess runoff? Yes = 1 No = 0 1 D 5.3. Is more than 25% of the contributing basin of the wetland covered with intensive human land uses (residential at 1 >1 residence/ac, urban, commercial, agriculture, etc.)? Yes = 1 No = 0 Total for D 5 Add the points in the boxes above 2 Rating of Landscape Potential If score is: 3 = H 1 or 2 = M 0 = L Record the rating on the first page D 6.0. Are the hydrologic functions provided by the site valuable to society? D 6.1. The unit is in a landscape that has flooding problems. Choose the description that best matches conditions around the wetland unit being rated. Do not add points. Choose the highest score if more than one condition is met. The wetland captures surface water that would otherwise flow down-gradient into areas where flooding has damaged human or natural resources (e.g., houses or salmon redds): ï‚· Flooding occurs in a sub-basin that is immediately down-gradient of unit. points = 2 ï‚· Surface flooding problems are in a sub-basin farther down-gradient. points = 1 1 Flooding from groundwater is an issue in the sub-basin. points = 1 The existing or potential outflow from the wetland is so constrained by human or natural conditions that the water stored by the wetland cannot reach areas that flood. Explain why __________________ points = 0 _____________________________________________________________________________ There are no problems with flooding downstream of the wetland. points = 0 D 6.2. Has the site been identified as important for flood storage or flood conveyance in a regional flood control plan? 0 Yes = 2 No = 0 Total for D 6 Add the points in the boxes above 1 Rating of Value If score is: 2-4 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 6 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C These questions apply to wetlands of all HGM classes. HABITAT FUNCTIONS - Indicators that site functions to provide important habitat H 1.0. Does the site have the potential to provide habitat? H 1.1. Structure of plant community: Indicators are Cowardin classes and strata within the Forested class. Check the Cowardin plant classes in the wetland. Up to 10 patches may be combined for each class to meet the threshold of Â¼ ac or more than 10% of the unit if it is smaller than 2.5 ac. Add the number of structures checked. ____Aquatic bed 4 structures or more: points = 4 ____Emergent 3 structures: points = 2 ____Scrub-shrub (areas where shrubs have > 30% cover) 2 structures: points = 1 0 ____Forested (areas where trees have > 30% cover) 1 structure: points = 0 If the unit has a Forested class, check if: ____The Forested class has 3 out of 5 strata (canopy, sub-canopy, shrubs, herbaceous, moss/ground-cover) that each cover 20% within the Forested polygon H 1.2. Hydroperiods Check the types of water regimes (hydroperiods) present within the wetland. The water regime has to cover more than 10% of the wetland or Â¼ ac to count (see text for descriptions of hydroperiods). ____Permanently flooded or inundated 4 or more types present: points = 3 ____Seasonally flooded or inundated 3 types present: points = 2 ____Occasionally flooded or inundated 2 types present: points = 1 1 ____Saturated only 1 type present: points = 0 ____Permanently flowing stream or river in, or adjacent to, the wetland ____Seasonally flowing stream in, or adjacent to, the wetland ____Lake Fringe wetland 2 points ____Freshwater tidal wetland 2 points H 1.3. Richness of plant species Count the number of plant species in the wetland that cover at least 10 ft2. Different patches of the same species can be combined to meet the size threshold and you do not have to name the species. Do not include Eurasian milfoil, reed canarygrass, purple loosestrife, Canadian thistle 0 If you counted: > 19 species points = 2 5 - 19 species points = 1 < 5 species points = 0 H 1.4. Interspersion of habitats Decide from the diagrams below whether interspersion among Cowardin plants classes (described in H 1.1), or the classes and unvegetated areas (can include open water or mudflats) is high, moderate, low, or none. If you have four or more plant classes or three classes and open water, the rating is always high. 0 None = 0 points Low = 1 point Moderate = 2 points All three diagrams in this row are HIGH = 3points Wetland Rating System for Western WA: 2014 Update 13 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C H 1.5. Special habitat features: Check the habitat features that are present in the wetland. The number of checks is the number of points. ____Large, downed, woody debris within the wetland (> 4 in diameter and 6 ft long). ____Standing snags (dbh > 4 in) within the wetland ____Undercut banks are present for at least 6.6 ft (2 m) and/or overhanging plants extends at least 3.3 ft (1 m) over a stream (or ditch) in, or contiguous with the wetland, for at least 33 ft (10 m) 1 ____Stable steep banks of fine material that might be used by beaver or muskrat for denning (> 30 degree slope) OR signs of recent beaver activity are present (cut shrubs or trees that have not yet weathered where wood is exposed) ____At least Â¼ ac of thin-stemmed persistent plants or woody branches are present in areas that are permanently or seasonally inundated (structures for egg-laying by amphibians) ____Invasive plants cover less than 25% of the wetland area in every stratum of plants (see H 1.1 for list of strata) Total for H 1 Add the points in the boxes above 2 Rating of Site Potential If score is: 15-18 = H 7-14 = M 0-6 = L Record the rating on the first page H 2.0. Does the landscape have the potential to support the habitat functions of the site? H 2.1. Accessible habitat (include only habitat that directly abuts wetland unit). Calculate: 5.22 % undisturbed habitat + [(% moderate and low intensity land uses) 0.25 /2] = _______%5.345 If total accessible habitat is: > 1/ (33.3%) of 1 km Polygon points = 3 3 0 20-33% of 1 km Polygon points = 2 10-19% of 1 km Polygon points = 1 < 10% of 1 km Polygon points = 0 H 2.2. Undisturbed habitat in 1 km Polygon around the wetland. Calculate: 9.64 % undisturbed habitat + [(% moderate and low intensity land uses) 4.19 /2] = _______%11.735000000000001 Undisturbed habitat > 50% of Polygon points = 3 1 Undisturbed habitat 10-50% and in 1-3 patches points = 2 Undisturbed habitat 10-50% and > 3 patches points = 1 Undisturbed habitat < 10% of 1 km Polygon points = 0 H 2.3. Land use intensity in 1 km Polygon: If > 50% of 1 km Polygon is high intensity land use points = (- 2) -2 â‰¤ 50% of 1 km Polygon is high intensity points = 0 Total for H 2 Add the points in the boxes above -1 Rating of Landscape Potential If score is: 4-6 = H 1-3 = M < 1 = L Record the rating on the first page H 3.0. Is the habitat provided by the site valuable to society? H 3.1. Does the site provide habitat for species valued in laws, regulations, or policies? Choose only the highest score that applies to the wetland being rated. Site meets ANY of the following criteria: points = 2 ï‚¾ It has 3 or more priority habitats within 100 m (see next page) ï‚¾ It provides habitat for Threatened or Endangered species (any plant or animal on the state or federal lists) ï‚¾ It is mapped as a location for an individual WDFW priority species 0 ï‚¾ It is a Wetland of High Conservation Value as determined by the Department of Natural Resources ï‚¾ It has been categorized as an important habitat site in a local or regional comprehensive plan, in a Shoreline Master Plan, or in a watershed plan Site has 1 or 2 priority habitats (listed on next page) within 100 m points = 1 Site does not meet any of the criteria above points = 0 Rating of Value If score is: 2 = H 1 = M 0 = L Record the rating on the first page Wetland Rating System for Western WA: 2014 Update 14 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C WDFW Priority Habitats Priority habitats listed by WDFW (see complete descriptions of WDFW priority habitats, and the counties in which they can be found, in: Washington Department of Fish and Wildlife. 2008. Priority Habitat and Species List. Olympia, Washington. 177 pp. http://wdfw.wa.gov/publications/00165/wdfw00165.pdf or access the list from here: http://wdfw.wa.gov/conservation/phs/list/) Count how many of the following priority habitats are within 330 ft (100 m) of the wetland unit: NOTE: This question is independent of the land use between the wetland unit and the priority habitat. ï‚¾ Aspen Stands: Pure or mixed stands of aspen greater than 1 ac (0.4 ha). ï‚¾ Biodiversity Areas and Corridors: Areas of habitat that are relatively important to various species of native fish and wildlife (full descriptions in WDFW PHS report). ï‚¾ Herbaceous Balds: Variable size patches of grass and forbs on shallow soils over bedrock. ï‚¾ Old-growth/Mature forests: Old-growth west of Cascade crest â€“ Stands of at least 2 tree species, forming a multi- layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha ) > 32 in (81 cm) dbh or > 200 years of age. Mature forests â€“ Stands with average diameters exceeding 21 in (53 cm) dbh; crown cover may be less than 100%; decay, decadence, numbers of snags, and quantity of large downed material is generally less than that found in old-growth; 80-200 years old west of the Cascade crest. ï‚¾ Oregon White Oak: Woodland stands of pure oak or oak/conifer associations where canopy coverage of the oak component is important (full descriptions in WDFW PHS report p. 158 â€“ see web link above). ï‚¾ Riparian: The area adjacent to aquatic systems with flowing water that contains elements of both aquatic and terrestrial ecosystems which mutually influence each other. ï‚¾ Westside Prairies: Herbaceous, non-forested plant communities that can either take the form of a dry prairie or a wet prairie (full descriptions in WDFW PHS report p. 161 â€“ see web link above). ï‚¾ Instream: The combination of physical, biological, and chemical processes and conditions that interact to provide functional life history requirements for instream fish and wildlife resources. ï‚¾ Nearshore: Relatively undisturbed nearshore habitats. These include Coastal Nearshore, Open Coast Nearshore, and Puget Sound Nearshore. (full descriptions of habitats and the definition of relatively undisturbed are in WDFW report â€“ see web link on previous page). ï‚¾ Caves: A naturally occurring cavity, recess, void, or system of interconnected passages under the earth in soils, rock, ice, or other geological formations and is large enough to contain a human. ï‚¾ Cliffs: Greater than 25 ft (7.6 m) high and occurring below 5000 ft elevation. ï‚¾ Talus: Homogenous areas of rock rubble ranging in average size 0.5 - 6.5 ft (0.15 - 2.0 m), composed of basalt, andesite, and/or sedimentary rock, including riprap slides and mine tailings. May be associated with cliffs. ï‚¾ Snags and Logs: Trees are considered snags if they are dead or dying and exhibit sufficient decay characteristics to enable cavity excavation/use by wildlife. Priority snags have a diameter at breast height of > 20 in (51 cm) in western Washington and are > 6.5 ft (2 m) in height. Priority logs are > 12 in (30 cm) in diameter at the largest end, and > 20 ft (6 m) long. Note: All vegetated wetlands are by definition a priority habitat but are not included in this list because they are addressed elsewhere. Wetland Rating System for Western WA: 2014 Update 15 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C CATEGORIZATION BASED ON SPECIAL CHARACTERISTICS Wetland Type Category Check off any criteria that apply to the wetland. Circle the category when the appropriate criteria are met. SC 1.0. Estuarine wetlands Does the wetland meet the following criteria for Estuarine wetlands? ï‚¾ The dominant water regime is tidal, ï‚¾ Vegetated, and ï‚¾ With a salinity greater than 0.5 ppt Yes â€“Go to SC 1.1 No= Not an estuarine wetland SC 1.1. Is the wetland within a National Wildlife Refuge, National Park, National Estuary Reserve, Natural Area Preserve, State Park or Educational, Environmental, or Scientific Reserve designated under WAC 332-30-151? Yes = Category I No - Go to SC 1.2 SC 1.2. Is the wetland unit at least 1 ac in size and meets at least two of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing, and has less than 10% cover of non-native plant species. (If non-native species are Spartina, see page 25) ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland has at least two of the following features: tidal channels, depressions with open water, or contiguous freshwater wetlands. Yes = Category I No = Category II SC 2.0. Wetlands of High Conservation Value (WHCV) SC 2.1. Has the WA Department of Natural Resources updated their website to include the list of Wetlands of High Conservation Value? Yes â€“ Go to SC 2.2 No â€“ Go to SC 2.3 SC 2.2. Is the wetland listed on the WDNR database as a Wetland of High Conservation Value? Yes = Category I No = Not a WHCV SC 2.3. Is the wetland in a Section/Township/Range that contains a Natural Heritage wetland? http://www1.dnr.wa.gov/nhp/refdesk/datasearch/wnhpwetlands.pdf Yes â€“ Contact WNHP/WDNR and go to SC 2.4 No = Not a WHCV SC 2.4. Has WDNR identified the wetland within the S/T/R as a Wetland of High Conservation Value and listed it on their website? Yes = Category I No = Not a WHCV SC 3.0. Bogs Does the wetland (or any part of the unit) meet both the criteria for soils and vegetation in bogs? Use the key below. If you answer YES you will still need to rate the wetland based on its functions. SC 3.1. Does an area within the wetland unit have organic soil horizons, either peats or mucks, that compose 16 in or more of the first 32 in of the soil profile? Yes â€“ Go to SC 3.3 No â€“ Go to SC 3.2 SC 3.2. Does an area within the wetland unit have organic soils, either peats or mucks, that are less than 16 in deep over bedrock, or an impermeable hardpan such as clay or volcanic ash, or that are floating on top of a lake or pond? Yes â€“ Go to SC 3.3 No = Is not a bog SC 3.3. Does an area with peats or mucks have more than 70% cover of mosses at ground level, AND at least a 30% cover of plant species listed in Table 4? Yes = Is a Category I bog No â€“ Go to SC 3.4 NOTE: If you are uncertain about the extent of mosses in the understory, you may substitute that criterion by measuring the pH of the water that seeps into a hole dug at least 16 in deep. If the pH is less than 5.0 and the plant species in Table 4 are present, the wetland is a bog. SC 3.4. Is an area with peats or mucks forested (> 30% cover) with Sitka spruce, subalpine fir, western red cedar, western hemlock, lodgepole pine, quaking aspen, Engelmann spruce, or western white pine, AND any of the species (or combination of species) listed in Table 4 provide more than 30% of the cover under the canopy? Yes = Is a Category I bog No = Is not a bog Wetland Rating System for Western WA: 2014 Update 16 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C SC 4.0. Forested Wetlands Does the wetland have at least 1 contiguous acre of forest that meets one of these criteria for the WA Department of Fish and Wildlifeâ€™s forests as priority habitats? If you answer YES you will still need to rate the wetland based on its functions. ï‚¾ Old-growth forests (west of Cascade crest): Stands of at least two tree species, forming a multi-layered canopy with occasional small openings; with at least 8 trees/ac (20 trees/ha) that are at least 200 years of age OR have a diameter at breast height (dbh) of 32 in (81 cm) or more. ï‚¾ Mature forests (west of the Cascade Crest): Stands where the largest trees are 80- 200 years old OR the species that make up the canopy have an average diameter (dbh) exceeding 21 in (53 cm). Yes = Category I No = Not a forested wetland for this section SC 5.0. Wetlands in Coastal Lagoons Does the wetland meet all of the following criteria of a wetland in a coastal lagoon? ï‚¾ The wetland lies in a depression adjacent to marine waters that is wholly or partially separated from marine waters by sandbanks, gravel banks, shingle, or, less frequently, rocks ï‚¾ The lagoon in which the wetland is located contains ponded water that is saline or brackish (> 0.5 ppt) during most of the year in at least a portion of the lagoon (needs to be measured near the bottom) Yes â€“ Go to SC 5.1 No = Not a wetland in a coastal lagoon SC 5.1. Does the wetland meet all of the following three conditions? ï‚¾ The wetland is relatively undisturbed (has no diking, ditching, filling, cultivation, grazing), and has less than 20% cover of aggressive, opportunistic plant species (see list of species on p. 100). ï‚¾ At least Â¾ of the landward edge of the wetland has a 100 ft buffer of shrub, forest, or un-grazed or un- mowed grassland. ï‚¾ The wetland is larger than 1/ ac (4350 ft2) 10 Yes = Category I No = Category II SC 6.0. Interdunal Wetlands Is the wetland west of the 1889 line (also called the Western Boundary of Upland Ownership or WBUO)? If you answer yes you will still need to rate the wetland based on its habitat functions. In practical terms that means the following geographic areas: ï‚¾ Long Beach Peninsula: Lands west of SR 103 ï‚¾ Grayland-Westport: Lands west of SR 105 ï‚¾ Ocean Shores-Copalis: Lands west of SR 115 and SR 109 Yes â€“ Go to SC 6.1 No = not an interdunal wetland for rating SC 6.1. Is the wetland 1 ac or larger and scores an 8 or 9 for the habitat functions on the form (rates H,H,H or H,H,M for the three aspects of function)? Yes = Category I No â€“ Go to SC 6.2 SC 6.2. Is the wetland 1 ac or larger, or is it in a mosaic of wetlands that is 1 ac or larger? Yes = Category II No â€“ Go to SC 6.3 SC 6.3. Is the unit between 0.1 and 1 ac, or is it in a mosaic of wetlands that is between 0.1 and 1 ac? Yes = Category III No = Category IV Category of wetland based on Special Characteristics If you answered No for all types, enter â€œNot Applicableâ€ on Summary Form Wetland Rating System for Western WA: 2014 Update 17 Rating Form â€“ Effective January 1, 2015 Wetland name or number ______ C This page left blank intentionally Wetland Rating System for Western WA: 2014 Update 18 Rating Form â€“ Effective January 1, 2015 Appendix F â€“â€“ Wetland Rating Figures 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 PROJECT ROXY - COWARDIN MAP Wetland C Â¢ Wetland B Wetland A Emergent Scrub-Shrub Forested 0 175 350 700 Feet 330' Boundary PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY: DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 350 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 51 PROJECT ROXY -HYDROPERIOD MAP Wetland C Â¢ Wetland B Wetland A Wetland C Saturated Seasonally Flooded Seasonally Flowing Occassionally Flooded 0 150 300 600 Feet 150' Boundary PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY:DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 300 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 52 PROJECT ROXY -CONTRIBUTING BASIN MAP Note: Intensive Land Use Is Greater Than 25% Â¢ Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Wetland Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã 0 750 1,500 3,000Feet Ã Ã Ã Ã Ã Ã Contributing Basin D.4.0 D.4.3 Area of Contributing Basin (SF) 36,888,885 Area of Wetland A (SF) 1,317,251 Percent of Wetland A within Contributing Basin 3.571% Area of Wetland B (SF) 7,536 Percent of Wetland B within Contributing Basin 0.020% Area of Wetland C (SF) 1,246 Percent of Wetland C within Contributing Basin 0.003% PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY:DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 1,500 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 53 PROJECT ROXY -HABITAT MAP Â¢ Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Ã Wetland Ã Ã Ã 1 KM Polygon ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! ! ! ! ! ! ! !!! !!! !!! !!! !!! !!! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! ! ! ! Accessible Habitat! ! ! ! ! ! ! ! ! ! !!! !!! !!! !!! !!! ! ! !! High Intensity Moderate & Low Intensity 0 875 1,750 3,500Feet Undisturbed Habitat H.2.0 Wetland A-C H.2.1 Abutting Undisturbed Habitat 5.22% Abutting Moderate & Low Intensity Land Uses 0.25% Accessible Habitat 5.34% H.2.2 Undisturbed Habitat 9.64% Moderate & Low Intensity Land Uses 4.19% Undisturbed Habitat in 1 KM Polygon 11.73% H.2.3 High Intensity Land Use in 1 KM Polygon 86.17% PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY:DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 1,750 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 54 PROJECT ROXY - 303(D) MAP SITE Â¢ Sub Basin Water Quality Improvement Project 0 3,250 6,500 13,000 Feet Category 5 Assessed Waters Name Pollutants TMDL ID WRIA Year Approved Snohomish River Tributaries Bacteria TMDL Bacteria 34 07 2001 Snohomish River Estuary Multiparameter TMDL Ammonia-N, CBOD, Dissolved Oxygen 48 07 2002 PROJECT ROXY DATE:9/15/2020 16928 51ST AVE NE JOB:1144.0026 MARYSVILLE, WA 98270 Soundview ConsultantsLLC BY: DLS Environmental Assessment â€¢ Planning â€¢ Land Use Solutions 2907 Harborview Dr., Suite D, Gig Harbor, WA 98335 SNOHOMISH COUNTY PARCEL NUMBERS: SCALE: 1 " = 6,500 ' Phone: (253) 514-8952 Fax: (253) 514-8954 31052800100300, 31052800101300, www.soundviewconsultants.com 31052800100100,31052800100500, 31052800100400 FIGURE NO. of 55 Appendix G â€“â€“ Qualifications All field inspections, wetland delineations, habitat assessments, and supporting documentation, including this Wetland and Fish and Wildlife Habitat Assessment Report prepared for Panattoni â€“ Project Site were prepared by, or under the direction of, Jon Pickett of SVC. In addition, the site investigations were performed by Rachael Hyland and Kyla Caddey, and report preparation was completed by Kelly Kramer. Jon Pickett Associate Principal Professional Experience: 10+ years Jon Pickett is an Associate Principal and Senior Scientist with diverse professional experience in habitat development as a Regional Biologist and Environmental Project Manager, with an emphasis in wetland restoration and enhancement. Jon has extensive experience successfully planning, developing, securing funding, managing and implementing numerous large-scale wetland habitat projects aimed at restoring the biological and physical functions of wetlands throughout Californiaâ€™s Central Valley and Southern California. During this time, he managed a 2,200-acre private wetland and upland habitat complex as a public trust resource for conservation and consumptive use. He worked to ensure projects were designed and implemented to achieve habitat restoration goals, including reclamation of wetland and floodplain habitats, reintroduction of aquatic complexity and habitat, and reestablishment of riparian corridor. Jon has worked with Federal and State agencies and private entities on land acquisitions for conservational habitat and public use, including prioritizing acquisitions relative to value and opportunity and funding. In addition, Jon has experience in regulatory coordination to ensure projects operated in compliance with Federal, State and local environmental regulations, preparing permit documentation, coordinating with all pertinent agencies and stakeholders, and developing and maintaining appropriate permitting timelines to ensure timely approvals. He also oversaw earthwork construction components and revegetation efforts, as well as post-project monitoring, with an emphasis in native vegetation establishment and natural channel morphology. Jon earned a Bachelor of Science degree in Natural Resource Sciences from Washington State University and Bachelor of Science Minor in Forestry from Washington State University. Jon has received 40-hour wetland delineation training (Western Mtns, Valleys, & Coast and Arid West Regional Supplement) and has been formally trained in the use of the Washington State Wetland Rating System, How to Determine the Ordinary High Water Mark, Using Field Indicators for Hydric Soils, and the Using the Credit-Debit Method for Estimating Mitigation Needs. Rachael Hyland Environmental Scientist & Certified Ecologist Professional Experience: 7 years Rachael Hyland is a Wetland Professional in Training (WPIT) through the Society of Wetland Scientists and a Certified Ecologist through the Ecological Society of America. Rachael has a background in wetland and ecological habitat assessments in various states, most notably Washington, Connecticut, Massachusetts, Rhode Island, and Ohio. She has experience in assessing tidal, stream, 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 and wetland systems, reporting on biological evaluations, permitting, and site assessments. She also has extensive knowledge of bats and white nose syndrome (Pseudogymnoascus destructans), a fungal disease affecting bats which was recently documented in Washington. Rachael earned a Bachelor of Science degree in Ecology and Evolutionary Biology from the University of Connecticut, with additional ecology studies at the graduate level. Rachael has completed 40-hour wetland delineation training for Western Mountains, Valleys, & Coast and Arid West Regional Supplement, in addition to formal training for the Northcentral and Northeast supplement, and experience with the Eastern Mountains and Piedmont and Atlantic and Gulf Coast supplements. She has also received formal training from the Washington State Department of Ecology in the Using the Revised 2014 Wetland Rating System for Western Washington, How to Determine the Ordinary High Water Mark, Navigating SEPA, and Selecting Wetland Mitigation Sites Using a Watershed Approach. Rachael has also received training from the Washington State Department of Transportation in Biological Assessment Preparation for Transportation Projects and is listed by WSDOT as a junior author for preparing Biological Assessments. Kelly Kramer Project Scientist Professional Experience: 4 years Kelly Kramer is a Project Scientist with a diverse background in academic research, teaching and extension, as well as industry experience in agriculture. Kelly has expertise in scientific writing, college level teaching, research project management, data organization and statistical analysis, plant identification, forage extension, and farm and pasture management. Kelly has field experience performing in-depth pasture evaluations throughout central Kentucky, and professional experience managing client relations of a thoroughbred breeding farm. Kelly earned a Master of Science degree in Integrated Plant and Soil Science, Graduate Certificate in College Teaching and Learning, and Bachelor of Science degree in Equine Science and Management from the University of Kentucky. Her graduate research focused on non-structural carbohydrate variation of cool-season grass pastures, and her graduate coursework included studying ecology of grazing lands in Texas, New Mexico, and Colorado. She has received 40-hour wetland delineation training (Western Mtns, Valleys, & Coast and Arid West Regional Supplement), and has been formally trained through the Coastal Training Program in Using Field Indicators for Hydric Soils. Kelly currently assists in wetland, stream, and shoreline delineations and fish and wildlife habitat assessments; conducts environmental code analysis; and prepares environmental assessment and mitigation reports, biological evaluations, and permit applications to support clients through the regulatory and planning process for various land use projects. 1144.0026 Panattoni â€“ Project Roxy Soundview Consultants LLC Wetland & Fish & Wildlife Habitat Assessment Report September 15, 2020 1 INTRO.GR1 2 INTRODUCTION 3 4 This Contract shall be constructed in accordance with the 2021 Standard Specifications for 5 Road, Bridge, and Municipal Construction. 6 7 SPECIAL PROVISIONS 8 9 Several types of Special Provisions are included in this contract; General, Region, Bridges 10 and Structures, and Project Specific. Special Provisions types are differentiated as follows: 11 12 (date) General Special Provision 13 (******) Notes a revision to a General Special Provision 14 and also notes a Project Specific Special 15 Provision. 16 (Regions1 date) Region Special Provision 17 18 General Special Provisions are similar to Standard Specifications in that they typically apply 19 to many projects, usually in more than one Region. Usually, the only difference from one 20 project to another is the inclusion of variable project data, inserted as a â€œfill-inâ€. 21 22 Region Special Provisions are commonly applicable within the designated Region. Region 23 designations are as follows: 24 25 Regions1 26 ER Eastern Region 27 NCR North Central Region 28 NWR Northwest Region 29 OR Olympic Region 30 SCR South Central Region 31 SWR Southwest Region 32 33 WSF Washington State Ferries Division 34 35 Project Specific Special Provisions normally appear only in the contract for which they were 36 developed. 37 38 DIVISION1.GR1 39 Division 1 40 General Requirements 41 42 1-01.GR1 43 Definition and Terms 44 45 1-01.2.GR1 46 Abbreviations 47 48 1-01.2(2).GR1 49 Items of Work and Units of Measurement 50 51 1-01.2(2).INST1.ITS.DT1 52 Section 1-01.2(2) is supplemented with the following: Project Roxy SR 531/43rd Roundabout December 2021 1 1 2 1-01.2(2).OPT1.ITS.DT1 3 (NWR ITS August 25, 2020) 4 ATM Active Traffic Management 5 bps Bits Per Second of Serial Data 6 CCTV Closed Circuit Television 7 CC Camera Cabinet 8 CPU Central Processing Unit 9 CWDM Course Wave Division Multiplex 10 dB Decibel 11 dBm Decibel referenced to 1 milliwatt 12 DMS Dynamic Message Sign 13 DS Data Station 14 ES Electronic Surveillance 15 ESS Electronic Switching System 16 EPROM Electronically Programmable Read-Only Memory 17 FTC Fiber Terminal Cabinet 18 Gb Gigabit 19 Gbps Gigabits per second 20 HAR Highway Advisory Radio 21 HARS Highway Advisory Radio Sign 22 HART Highway Advisory Radio Transmitter 23 ITS Intelligent Transportation System 24 Kbps Thousands of Bits Per Second of Serial Data 25 LASER Light Amplification by Stimulated Emission of Radiation 26 LCS Lane Control Sign 27 LED Light Emitting Diode 28 Mbps Millions of Bits Per Second of Serial Data 29 MMFO Multimode Fiber Optics 30 MUX Multiplexer 31 nm Nanometer (10-9 meter) 32 OFNR Optical Fiber Nonconductive Riser 33 OSP Outside Plant 34 OTDR Optical Time Domain Reflectometer 35 PTZ Pan, Tilt, Zoom (for camera control) 36 RMU Rack Mounting Unit (1.75 inches) 37 RWIS Road Weather Information System 38 SC&DI Surveillance, Control and Driver Information 39 SFP Small Form-factor Pluggable 40 SMFO Singlemode fiber optics 41 SMS Side Mount Dynamic Message Sign 42 TC Terminal Cabinet 43 TMS Traffic Management System 44 TMC Transportation Management Center 45 TWP Twisted Wire Pair 46 UPS Uninterruptible Power Supply 47 VMS Variable Message Sign 48 WSTA Weather Station 49 ZIF Zero-Insertion Force 50 Project Roxy SR 531/43rd Roundabout December 2021 2 1 1-08.GR1 2 Prosecution and Progress 3 4 1-08.9.GR1 5 Liquidated Damages 6 7 1-08.9.INST3.GR1 8 Section 1-08.9 is supplemented with the following: 9 10 1-08.9.OPT1.ITS.DT1 11 (NWR ITS August 25, 2020) 12 Unplanned disruptions to the Intelligent Transportation System (ITS) will result in impacts 13 to the traveling public, increase fuel consumption, vehicle operating costs, pollution, and 14 other inconveniences and harm. 15 16 Accordingly, the Contractor agrees: 17 18 1. To pay $250.00 liquidated damages per 15 minutes for each 15 minute period 19 that the Contractor fails to restore the proper operation of an existing ITS 20 element following an unplanned disruption as specified in the Subsection 21 Existing System Disruption and Restoration of the Special Provision 22 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT 23 TRANSPORTATION SYSTEMS, and ELECTRICAL. 24 25 2. To authorize the Engineer to deduct these liquidated damages from any money 26 due or coming to the Contractor. 27 28 DIVISION8.GR8 29 Division 8 30 Miscellaneous Construction 31 32 8-20.GR8 33 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and 34 Electrical 35 36 8-20.1.GR8 37 Description 38 39 8-20.1.INST1.ITS.DT1 40 Item No. 3 of Section 8-20.1 is supplemented with the following: 41 42 8-20.1.OPT1.ITS.DT1 43 (NWR ITS August 25, 2020) 44 INTELLIGENT TRANSPORTATION SYSTEMS (ITS) 45 3a. Traffic Data Accumulation and Ramp Metering System 46 3b. Closed Circuit Television System 47 3c. Variable Message Sign System 48 3d. Active Traffic Management System 49 3e. Communication Conduit System 50 3f. Communication Cables and Interfaces 51 3g. Video, Voice & Data Distribution & Transmission System Project Roxy SR 531/43rd Roundabout December 2021 3 1 2 8-20.1.INST2.ITS.DT1 3 Section 8-20.1 is supplemented with the following: 4 5 6 8-20.1.OPT5.ITS.DT1 7 (NWR ITS August 25, 2020) 8 Communication Conduit System 9 This Work shall consist of furnishing and installing the facilities used to mechanically 10 accommodate the communication components of the ITS System. The Contractor shall 11 be responsible for interfacing with the existing communications system and satisfying 12 system compatibility with regard to the existing facilities and this communications system 13 extension. Conduit shall be supplied as a system from a single manufacturer providing 14 all of the steel and PVC conduit; all required fittings, terminations, and other installation 15 accessories; all in accordance with the Plans, the Standard Specifications and these 16 Special Provisions. 17 18 8-20.1.OPT6.ITS.DT1 19 (NWR ITS August 25, 2020) 20 Communication Cables And Interfaces 21 This Work shall consist of furnishing, installing and testing all materials and equipment 22 necessary to complete in place the communication cable and interface system and, when 23 specified, the modification of such an existing system. 24 25 8-20.1.OPT7.ITS.DT1 26 (NWR ITS August 25, 2020) 27 Video, Voice & Data Distribution & Transmission System 28 This Work shall consist of furnishing and installing all materials and equipment necessary 29 to complete in place the Video, Voice & Data Distribution & Transmission System, and 30 when specified, the modification of such existing systems. 31 32 33 8-20.2.GR8 34 Materials 35 36 8-20.2(9-29).ITS.DT1 37 Illumination, Signal, Electrical 38 39 8-20.2(9-29).INST1.ITS.DT1 40 Section 9-29 is supplemented with the following: 41 42 8-20.2(9-29.1).ESP.DT1 43 Conduit, Innerduct, and Outerduct 44 45 8-20.2(9-29.1).INST1.ESP.DT1 46 Section 9-29.1 is supplemented with the following: 47 48 8-20.2(9-29.1).OPT1.ESP.DT1 49 (NWR ESP August 25, 2020) 50 Conduit Sealing 51 Cabinet conduit sealing shall be one of the following: Project Roxy SR 531/43rd Roundabout December 2021 4 1 2 1. Tyco Electronic â€“ TDUX 3 2. Jackmoon â€“ Triplex Duct Plugs 4 3. O-Z Gedney â€“ Conduit Sealing Bushings 5 6 Mechanical plugs shall be installed per manufacturerâ€™s recommendations. 7 8 8-20.2(9-29.1(2)).ESP.DT1 9 Rigid Metal Conduit Fittings and Appurtenances 10 11 8-20.2(9-29.1(2)).INST1.ESP.DT1 12 Section 9-29.1(2) is supplemented with the following: 13 14 8-20.2(9-29.1(2)).OPT1.ESP.DT1 15 (NWR ESP August 25, 2020) 16 Conduit Coatings 17 Electroplated couplings are not allowed. 18 19 8-20.2(9-29.1(2)).OPT2.ESP.DT1 20 (NWR ESP August 25, 2020) 21 Surface Mounting Conduit Attachment Components 22 Channel supports and all fastening hardware components shall be Type 304 23 stainless steel. Conduit clamps shall be one piece, two bolt units with lock 24 washers. 25 26 8-20.2(9-29.2).ITS.DT1 27 Junction Boxes, Cable Vaults, and Pull Boxes 28 29 8-20.2(9-29.2(2)).ITS.DT1 30 Cable Vaults and Pull Boxes 31 32 8-20.2(9-29.2(2)).INST1.ITS.DT1 33 Section 9-29.2(2) is supplemented with the following: 34 35 8-20.2(9-29.2(2)).OPT1.ITS.DT1 36 (NWR ITS August 25, 2020) 37 Cable Vaults and Pull Boxes 38 Cable vaults and pull boxes shall meet AASHTO M-199, H-20 or H-35 loading 39 requirements. Cable vaults and pull boxes installed in paved shoulders or lanes 40 that will be subjected to vehicular traffic during any phase of this contract or as 41 specified in the Plans shall meet H-35 loading requirements. Cable vaults and 42 pull boxes shall be fabricated in accordance with ASTM C857-83 and C858-83. 43 Cable vaults and pull boxes shall be per Standard Plans J-90.10 and J-90.20. 44 All cable vaults and pull boxes shall include the following provisions: 45 46 1. Cable pulling irons positioned to afford bi-directional cable installation 47 through the cable vault or pull box. 48 49 2. All cable racking hardware shall be stainless steel. 50 51 3. Cable vaults meeting H-20 requirements shall have a hinged and 52 spring-assisted double steel plate cover. Cable vaults and pull boxes Project Roxy SR 531/43rd Roundabout December 2021 5 1 meeting H-35 requirements shall have round cast iron lids. Pull boxes 2 meeting H-20 requirements shall have a hinged, single plate cover. All 3 cable vault and pull box covers shall be marked with ITS legend 4 according to Standard Plans J-90.10 and J-90.20. 5 6 Above ground pull boxes shall be a minimum 16 inches wide by 16 inches high 7 and 8 inches deep, unless otherwise specified in the Plans. Above-ground 8 boxes shall be fabricated in accordance with NEMA 4X designation for stainless 9 steel enclosures. Pull boxes shall be equipped with a removable front panel for 10 access to all conduits. The front panel shall be hinged and the entire pull box 11 shall be fabricated from stainless steel. 12 13 8-20.2(9-29.3).ITS.DT1 14 Fiber Optic Cable, Electrical Conductors, and Cable 15 16 8-20.2(9-29.3).INST1.ITS.DT1 17 Section 9-29.3 is supplemented with the following: 18 19 8-20.2(9-29.3).OPT1.ITS.DT1 20 (NWR ITS August 25, 2020) 21 Quality Assurance 22 All materials described in this section shall meet or exceed the applicable provisions 23 of the following documents: 24 25 1. CFR Title 7, Section 1755.900, RUS Specification for Filled Fiber Optic 26 Cables. 27 28 2. ANSI, C8.47-1983, American National Standard for Polyolefin-insulated 29 Thermoplastic Jacketed Communication Cables. 30 31 3. TIA/EIA-455-28-C, Method for Measuring Tensile Failure Point of Optical 32 Waveguide Fibers. 33 34 4. TIA/ElA-455-34-A, Interconnection Device Insertion Loss Test. 35 36 5. TIA/EIA-455-95-A, Absolute Optical Power Test for Optical Fibers and 37 Cables. 38 39 8-20.2(9-29.3(1)).ITS.DT1 40 Fiber Optic Cable 41 42 8-20.2(9-29.3(1)).INST1.ITS.DT1 43 Section 9-29.3(1) is supplemented with the following: 44 45 8-20.2(9-29.3(1)).OPT1.ITS.DT1 46 (NWR ITS August 25, 2020) 47 Communication Cables And Interfaces 48 The Contractor shall provide manufacturer's certification that the submitted 49 cable shall comply with the Rural Utilities Service (RUS) Specification 1755.900 50 as currently amended and with the requirements set forth in this Special 51 Provision. Any deviations from these Specifications shall be conspicuously 52 noted in the Contractor's submittal. Project Roxy SR 531/43rd Roundabout December 2021 6 1 2 Each cable shall contain the total number of optical fibers as specified in the 3 Plans. The fibers shall be placed in loose buffer tubes in groups of 12. 4 5 The fiber optic cable outer jacket shall be marked with the manufacturerâ€™s name, 6 the year of manufacture, the words OPTICAL CABLE and sequential meter 7 marks. The markings shall be repeated every one meter. The actual length of 8 the cable shall be within +/- 0.1% of the length marking. The marking shall be 9 in contrasting color to the jacket. The marking shall be 2.5 mm in height and 10 shall be permanent and weatherproof. 11 12 Cable shall be of loose tube design. The tubes shall be surrounded by dry 13 moisture blocking filling compound or tape. The tubes may be filled with dry 14 moisture blocking powder surrounding the fibers. 15 16 The cable shall be constructed with the following components: 17 18 1. A dielectric central strength member 19 2. Buffer tubes containing optical fibers 20 3. Aramid (Kevlar) yarn 21 4. Outer MDPE jacket 22 23 The Contractor shall provide all materials required for the installation and 24 splicing of the specified communications cables, power cables and associated 25 interface devices. 26 27 At the request of the Engineer, the Contractor shall submit a 3-foot sample cable 28 section to the Engineer for approval for each type of cable to be provided. 29 30 8-20.2(9-29.3(1)A).ITS.DT1 31 Singlemode Fiber Optic Cable 32 33 8-20.2(9-29.3(1)A).INST1.ITS.DT1 34 Section 9-29.3(1)A is supplemented with the following: 35 36 8-20.2(9-29.3(1)A).OPT1.ITS.DT1 37 (NWR ITS August 25, 2020) 38 Communication Cables And Interfaces 39 The fibers shall support the transmission of wavelengths for Coarse 40 Wavelength Division Multiplexing (CWDM) as defined in ITU G694.2. 41 42 8-20.2(9-29.3(2)).ITS.DT1 43 Electrical Conductors and Cable 44 45 8-20.2(9-29.3(2)I).ITS.DT1 46 Twisted Pair Communications Cable 47 48 8-20.2(9-29.3(2)I).INST1.ITS.DT1 49 Section 9-29.3(2)I is supplemented with the following: 50 51 8-20.2(9-29.3(2)I).OPT1.ITS.DT1 52 (NWR ITS August 25, 2020) Project Roxy SR 531/43rd Roundabout December 2021 7 1 Outdoor Rated Category 6 Cable 2 A Category 6 outside plant rated cable shall be provided for connecting 3 Ethernet devices that are in separate cabinets. The cable shall contain four 4 twisted pairs of #23 or #24 AWG solid bare copper wire. Each pair shall be 5 uniquely color coded with a Thermoplastic Polyolefin jacket. 6 7 The cable outer jacket shall be Polyolefin with a minimum wall thickness of 8 0.040 inches. The cable shall be flooded for moisture protection. 9 10 The cable shall have a voltage rating of 300V. 11 12 The cable shall be UL listed. It shall support up to IEEE 802.3 1000Base- 13 T Ethernet and IEEE 802.3af for power over Ethernet. 14 15 The cable shall be terminated on each end with an RJ45 connector. 16 17 8-20.2(9-29.2(4)).ESP.DT1 18 Cover Markings 19 20 8-20.2(9-29.2(4)).INST1.ESP.DT1 21 Section 9-29.2(4) is supplemented with the following: 22 23 8-20.2(9-29.2(4)).OPT1.ESP.DT1 24 (NWR ESP August 25, 2020) 25 Junction Box Identification 26 Junction boxes shall be marked â€œWSDOTâ€ when the junction boxes are to be 27 installed as part of a future raceway system in a bridge structure, vehicle barrier, 28 pedestrian barrier, or roadway crossing and the future raceway system is not 29 connected to an illumination, signal, interconnect, or ITS raceway system. 30 31 Junction boxes, pull boxes and cable vaults containing only Traffic Signal 32 Interconnect (fiber optics) cable shall be marked or embossed with the legend 33 â€œCOMMâ€. 34 35 8-20.2(9-29.3).ESP.DT1 36 Fiber Optic Cable, Electrical Conductors, and Cable 37 38 8-20.2(9-29.3(2)).ESP.DT1 39 Electrical Conductors and Cable 40 41 8-20.2(9-29.3(2)).INST1.ESP.DT1 42 Section 9-29.3(2) is supplemented with the following: 43 44 8-20.2(9-29.3(2)).OPT1.ESP.DT1 45 (NWR ESP August 25, 2020) 46 Video Detection Cable 47 Coaxial cable or combination (composite/Siamese) cable for video detection 48 shall be RG59/U with a manufacturerâ€™s rating of 600 Volts (Non UL - 49 manufacturerâ€™s voltage rating of the insulation is acceptable). Combination 50 cable shall be in accordance with the video detection system manufacturerâ€™s 51 recommendations for the length of cable required. 52 Project Roxy SR 531/43rd Roundabout December 2021 8 1 8-20.2(9-29.3(2)B).ESP.DT1 2 Multi-Conductor Cable 3 4 8-20.2(9-29.3(2)B).INST1.ESP.DT1 5 Section 9-29.3(2)B is supplemented with the following: 6 7 8-20.2(9-29.3(2)B).OPT1.ESP.DT1 8 (NWR ESP August 25, 2020) 9 Two-conductor through ten-conductor unshielded control cable shall be size 10 14 AWG. 11 12 8-20.2(9-29.3(2)B).OPT2.ESP.DT1 13 (NWR ESP August 25, 2020) 14 Two-conductor through ten-conductor unshielded control cable shall be size 15 16 AWG. 16 17 8-20.2(9-29.3(2)F).ESP.DT1 18 Detector Loop Wire 19 20 8-20.2(9-29.3(2)F).INST1.ESP.DT1 21 Section 9-29.3(2)F is revised to read: 22 23 8-20.2(9-29.3(2)F).OPT1.ESP.DT1 24 (NWR ESP August 25, 2020) 25 Detector loop wire shall use 14 AWG stranded copper conductors, and shall 26 conform to IMSA Specification 51-7, with cross-linked polyethylene (XLPE) 27 insulation encased in a polyethylene outer jacket (PE tube). 28 29 8-20.2(9-29.3(2)I).ESP.DT1 30 Twisted Pair Communications Cable 31 32 8-20.2(9-29.3(2)I).INST1.ESP.DT1 33 Section 9-29.3(2)I is supplemented with the following: 34 35 8-20.2(9-29.3(2)I).OPT1.ESP.DT1 36 (NWR ESP August 25, 2020) 37 Aerial Communication Cable 38 Aerial communication cable shall meet REA specification PE-38 and shall 39 be 22 gauge. The number of cable pairs shall be as shown in the Plans. 40 41 8-20.2(9-29.6).ESP.DT1 42 Light And Signal Standards 43 44 8-20.2(9-29.6(1)).ESP.DT1 45 Steel Light and Signal Standards 46 47 8-20.2(9-29.6(1)).INST1.ESP.DT1 48 Section 9-29.6(1) is supplemented with the following: 49 50 8-20.2(9-29.6(1)).OPT1.ESP.DT1 51 (NWR ESP August 25, 2020) 52 Light and Signal Standard Painting Project Roxy SR 531/43rd Roundabout December 2021 9 1 Galvanized steel light and signal standards shall not be painted. 2 3 8-20.2(9-29.12).ESP.DT1 4 Electrical Splice Materials 5 6 8-20.2(9-29.12(2)).ESP.DT1 7 Traffic Signal Splice Material 8 9 8-20.2(9-29.12(2)).INST1.ESP.DT1 10 Section 9-29.12(2) is supplemented with the following: 11 12 8-20.2(9-29.12(2)).OPT1.ESP.DT1 13 (NWR ESP August 25, 2020) 14 Induction loop splices shall be either the heat shrink type or the re-enterable 15 type with end cap seals 16 17 8-20.2(9-29.13).ITS.DT1 18 Control Cabinet Assemblies 19 20 8-20.2(9-29.13(11)).ITS.DT1 21 Traffic Data Accumulator and Ramp Meters 22 23 8-20.2(9-29.13(11)).INST1.ITS.DT1 24 Section 9-29.13(11) is supplemented with the following: 25 26 8-20.2(9-29.13(11)).OPT1.ITS.DT1 27 (NWR ITS August 25, 2020) 28 Model 334L Cabinet 29 The cabinet shall meet the requirements of Section 9-29.13(11) as 30 supplemented below: 31 32 One rack mount vehicle loop detector shall be included for every two loops. Five 33 additional vehicle loop detectors shall be installed in each new cabinet for future 34 use. 35 36 Two non-fading copies of the cabinet-wiring diagram shall be furnished with 37 each cabinet. 38 39 Cabinet Wiring 40 Cabinet wiring shall conform to the details and diagrams in the Plans. The 41 Contractor shall trim wiring to eliminate all slack and lace or bind together with 42 nylon wraps or equal. All terminals shall be labeled. The cabinet shall be wired 43 completely so that the only requirement to make a field location completely 44 operational is to connect field, power and ground wires to appropriate terminals. 45 46 8-20.2(9-29.13(11)).OPT2.ITS.DT1 47 (NWR ITS August 25, 2020) 48 Rack Mount Vehicle Loop Detectors 49 The Contractor shall provide, install and connect inductive loop detectors 50 manufactured by Reno A&E. 51 52 1. Equipment Model Numbers: Project Roxy SR 531/43rd Roundabout December 2021 10 1 2 332/170 type with solid-state outputs C-1101-SS 3 and TrueCount outputs 4 5 2. Manufacturer Information: 6 7 Reno A&E 8 4655 Aircenter Circle 9 Reno, NV 89502 10 Telephone: (775) 826-2020 11 www.renoae.com 12 13 8-20.2(9-29.13(11)).OPT3.ITS.DT1 14 (NWR ITS August 25, 2020) 15 Rack Mount Vehicle Loop Detectors in Existing Cabinets 16 The Contractor shall provide, install and connect inductive loop detectors 17 manufactured by Reno A&E in all existing cabinets that have new loops installed 18 or existing loops replaced. One rack mount vehicle loop detector shall be 19 included for EACH new loop installed or replaced. See the Special Provision 20 RACK MOUNT VEHICLE LOOP DETECTORS for equipment model numbers 21 and manufacturer information. 22 23 24 8-20.2(9-29.13(11)).OPT1.GR8 25 (July 6, 2021) 26 Advanced Transportation Controller 27 All new Traffic Data Accumulator (Data Station) and Ramp Meter cabinets shall 28 be provided with a Type ATC 2070 Controller as shown in the Plans. Each 29 controller shall comply with Advanced Transportation Controller (ATC) Standard 30 Version 06 (ATC 5201 v06.25), and shall support both C12S serial bus operation 31 and C1S (104 pin) parallel bus operation. Each controller shall be supplied with 32 the following options and equipment: 33 34 1. Board Support Package, in electronic format (see ATC 5201, 35 Paragraph 3.3.1) 36 2. 2070-1C Engine Board (CPU Module) 37 3. 2070-2E Field I/O Module 38 4. 2070-3B or 2070-3D Front Panel 39 5. 2070-4A Power Supply Module 40 41 A spare blank cover (4X wide), designed to cover the slot for the 270-2E module 42 when it is removed, shall also be provided. 43 44 ATC Controllers are required to be preapproved by WSDOT to ensure 45 compatibility with WSDOT ITS operating software. The following controllers 46 have been verified compatible with WSDOT ITS operating software and are 47 preapproved: 48 49 1. Model: Intelight 2070-LDX 50 51 Manufacturer: 52 Q-Free America Project Roxy SR 531/43rd Roundabout December 2021 11 1 5962 La Place Ct SE, Ste. 150 2 Carlsbad, CA 92008 3 (833) MAXHELP (833-629-4357) 4 info@intelight-its.com 5 www.intelight-its.com 6 7 2. Model: McCain ATC 2070LX 8 9 Manufacturer: 10 McCain, Inc. 11 2365 Oak Ridge Way 12 Vista, CA 92801 13 (888) 262-2246 14 info@mccain-inc.com 15 www.mccain-inc.com 16 17 3. Model: Siemens ATC 2070LX 18 19 Manufacturer: 20 Siemens Mobility, Inc. 21 9225 Bee Cave Road 22 Building B, Suite 101 23 Austin, TX 78733 24 (512) 837-8300 25 mobility.siemens.com/us/en.html 26 27 4. Model: Safetran ATC 2070LX 28 29 Manufacturer: 30 Econolite 31 1250 N Tustin Ave 32 Anaheim, CA 92807 33 (714) 630-3700 34 www.econolite.com 35 36 8-20.2(9-29.16(4)).ESP.DT1 37 Traffic Signal Cover 38 39 8-20.2(9-29.16(4)).INST1.ESP.DT1 40 Section 9-29.16(4) is supplemented with the following: 41 42 8-20.2(9-29.16(4)).OPT1.ESP.DT1 43 (NWR ESP August 25, 2020) 44 Covering Material 45 Signal head covers shall cover the entire signal head assembly, including the 46 back plate. 47 48 8-20.2(9-29.18).ESP.DT1 49 Vehicle Detector 50 51 8-20.2(9-29.18).INST1.ESP.DT1 52 Section 9-29.18 is supplemented with the following: Project Roxy SR 531/43rd Roundabout December 2021 12 1 2 8-20.2(9-29.18).OPT1.ESP.DT1 3 (NWR ESP August 25, 2020) 4 Loop Amplifier 5 Loop detector amplifiers shall be as follows: 6 7 Model: Model C-1103-SS 8 9 Manufacturer: Reno A&E 10 4655 Aircenter Circle 11 Reno, NV 89502 12 Ph: (775) 826-2020 13 www.renoe.com 14 15 8-20.2(9-29.18).OPT2.ESP.DT1 16 (NWR ESP August 25, 2020) 17 Loop Sealant 18 Loop sealant for use in HMA pavement shall be one of the following: 19 20 1. RAI Pro-Seal 6006EX 21 2. QCM EAS-14 22 3. 3M Black 5000 23 4. Craftco Inc. Part #34271 24 25 Loop sealant for use on concrete bridge decks and PCC pavement shall be one of 26 the following: 27 28 1. 3M Black 5000 29 2. Gold Label Flex 1P 30 3. QCM EAS-14 31 4. Craftco Inc. Part #34271 32 33 8-20.2(9-29.24).ESP.DT1 34 Service Cabinets 35 36 8-20.2(9-29.24).INST1.ESP.DT1 37 Section 9-29.24 is supplemented with the following: 38 39 8-20.2(9-29.24).OPT1.ESP.DT1 40 (NWR ESP August 25, 2020) 41 Service Cabinet Construction 42 Service cabinets shall be fabricated from 0.125 inch sheet aluminum (5052 alloy) 43 with mill finish. The aluminum shall not be anodized and the exterior shall not be 44 painted. 45 46 Cabinet doors shall be four-hinged with a two-position door stop assembly and a 47 three point latch. 48 49 A three-position terminal block shall be installed between the main electrical service 50 panel and the photocell assembly base. 51 52 The cabinet bonding connection shall be a welded plate with stainless steel Project Roxy SR 531/43rd Roundabout December 2021 13 1 hardware, Belleville washers, cu/al lug, and antioxidant compound. The bolt shall be 2 torqued to fully compress the Belleville washers. 3 4 8-20.2(1).GR8 5 Equipment List And Drawings 6 7 8-20.2(1).INST1.GR8 8 Section 8-20.2(1) is supplemented with the following: 9 10 8-20.2(1).OPT1.ESP.DT1 11 (NWR ESP August 25, 2020) 12 Manufacturer's data for materials proposed for use in the Contract which require 13 approval shall be submitted in one complete package. 14 15 8-20.2.INST1.GR8 16 Section 8-20.2 is supplemented with the following: 17 18 8-20.2.OPT1.ITS.DT1 19 Closed Circuit Television System 20 21 8-20.2.OPT2.ITS.DT1 22 (NWR ITS August 25, 2020) 23 Video Camera Assembly 24 Video cameras shall be supplied as a unit including camera with integrated lens, on 25 screen display (OSD), camera controller, video encoder, pressurized environmental 26 enclosure, pan and tilt mechanism, faceplate wiper and rain/sun shade. Each video 27 camera shall be provided with a camera control cable, IP67 RJ45 coupler, PoE++ 28 (Power-over-Ethernet++) injector and PoE++ surge protector. Camera mounts shall 29 be provided as shown in the Plans. The camera assembly shall be a RISE 4260HD 30 series camera positioning system, manufactured by CohuHD. 31 32 1. Equipment Model Numbers: 33 34 RISE camera system: Model 4261-1100-0000-02 35 PoE++ Injector: Model 7412007-003 36 PoE++ Surge Protector Model 7412009-001 37 IP67 RJ45 Coupler Model 7610203-002 38 Video camera control cable Model 8194603-xxx (xxx = length in ft. 39 40 025,055,100,150,200,250,300,328) 41 42 Camera Mounts: 43 Side pole mount: Model 8503-0 44 Wall mount: Model 8425-7 45 Pedestal: Model 7411542-001 46 47 2. Manufacturer Information: 48 49 CohuHD Costar 50 7330 Trade St. 51 San Diego, CA 92121 52 Telephone: (858) 391-1800 Project Roxy SR 531/43rd Roundabout December 2021 14 1 www.cohuhd.com 2 3 8-20.2.OPT4.ITS.DT1 4 (NWR ITS August 25, 2020) 5 Camera Control Cabinet (Pad Mount) 6 The cabinet shall meet the requirements of Section 9-29.13(12) as supplemented 7 below: 8 9 1. Each camera control cabinet shall contain a Camera Communication Panel 10 equipped as shown in the plans. An additional PoE injector and surge protector 11 shall be provided for each additional camera. Camera control cables shall be 12 identified and labeled with the camera Device ID by the Contractor. 13 14 15 8-20.2.OPT12.ITS.DT1 16 Communication Cables And Interfaces 17 18 19 8-20.2.OPT16.ITS.DT1 20 (NWR ITS August 25, 2020) 21 Preterminated Patch Panel 22 A wiring diagram shall be supplied with each patch panel. The wiring diagram shall 23 identify each fiber terminated in the distribution panel using the fiber optic cable 24 labeling method as specified later in these provisions. The wiring diagram shall be 25 placed in a plastic sheet protector next to the distribution panel. 26 27 The Contractor shall provide, install and connect preterminated patch panels as 28 shown in the Plans. The panels shall be manufactured by Wesco/CSC â€“ 29 Communications Supply Corp. Outside plant cable meeting ITU G652.D and G694.2 30 shall be utilized for the stubs on all preterminated patch panels and the Contractor 31 shall confirm with the manufacturer that the length of each stub is sufficient for the 32 needs at each location. All openings in the patch panels shall be plugged by the 33 manufacturer. Connections shall be LC\UPC type and shall be terminated by the 34 manufacturer. 35 36 1. Equipment Model Numbers (for use in cabinets): 37 Description Part Numbers (Both parts are required) 12-Port Preterminated Patch Panel ADC12CLCXXXMCD00, and FL2-ACC0071 24-Port Preterminated Patch Panel ADC24CLCXXXMCD00, and FL2-ACC0072 48-Port Preterminated Patch Panel ADC48CLCXXMCD00, and FL2-ACC0072 72-Port Preterminated Patch Panel ADC72CLCXXXMCC00, and FL2-ACC0073 96-Port Preterminated Patch Panel ADC96CLCXXXMCC00, and FL2-ACC0074 38 39 Equipment Model Numbers (For concrete or underground Hubs): 40 Description Part Numbers (Both parts Project Roxy SR 531/43rd Roundabout December 2021 15 are required) 48-Port Preterminated Patch Panel ADC48CLCXXXDU00, and FL2-ACC0072 72-Port Preterminated Patch Panel ADC72CLCXXXMDU00, and FL2-ACC0073 96-Port Preterminated Patch Panel ADC96CLCXXXMDU00, and FL2-ACC0074 1 2 Note: The stub length for each panel (XXX in the part number, in meters) 3 shall be determined by the Contractor for each location and shall 4 include 50 feet of slack in the cable vault. 5 6 2. Manufacturer Information: 7 8 Wesco/CSC â€“ Communications Supply Corp. 9 951 Monster Road 10 Renton, WA 98057 11 Tel: (425) 203 â€“ 7881 12 Fax: (425) 793 - 5448 13 14 8-20.2.OPT17.ITS.DT1 15 (NWR ITS August 25, 2020) 16 Fiber Optic Connector 17 Unless otherwise noted in the Plans, all fiber optic connectors used on this project 18 shall meet the following: 19 20 All shall be LC/UPC (55dB) in accordance with Telcordia 6R-326 21 All shall be factory-connectorized. 22 23 8-20.2.OPT18.ITS.DT1 24 (NWR ITS August 25, 2020) 25 Fiber Optic Cable Lubricant 26 Fiber optic cable lubricant shall be as follows: 27 28 Compatible with the cable jacket 29 Non-combustible 30 Water-based leaving little or no residue 31 32 8-20.2.OPT19.ITS.DT1 33 (NWR ITS August 25, 2020) 34 Fiber Optic Splice Closure 35 All fiber optic splice closures shall be re-enterable and reusable and be designed for 36 use on fiber optic cables in an underground, submerged environment. Splice 37 closures shall meet the following requirements: 38 39 â€¢ Rated for 1310 and 1550 nanometer wavelengths. 40 â€¢ Contain a valve to allow pressurization of the housing. 41 42 Fiber optic splice closures installed in a pull box shall meet the above requirements, 43 be a maximum of 18 inches in length, and have all cables enter the same end of the 44 closure. 45 Project Roxy SR 531/43rd Roundabout December 2021 16 1 8-20.2.OPT20.ITS.DT1 2 (NWR ITS August 25, 2020) 3 Fiber Optic Terminal Cabinets 4 Fiber optic terminal cabinets furnished for this Contract shall be pad mounted Type 5 331L ITS Cabinets in accordance with Section 9-29.13(12) with the equipment shown 6 in the Plans and the following: 7 8 1. The Contractor shall provide and install a rack-mounted, preterminated, 9 fiber optic patch panel as identified in the Plans. 10 11 8-20.2.OPT21.ITS.DT1 12 Video, Voice & Data Distribution & Transmission System 13 14 8-20.2.OPT22.ITS.DT1 15 (NWR ITS August 25, 2020) 16 If any equipment specified in this section has been superseded by a newer product 17 that is interchangeable, the newer product shall be supplied. If the product is no 18 longer available and has no replacement, the Contractor shall propose a different 19 product meeting the same performance and material specifications as the 20 discontinued one. 21 22 8-20.2.OPT23.ITS.DT1 23 (NWR ITS August 25, 2020) 24 Ethernet Communication Equipment 25 Ethernet communication equipment shall be manufactured by 26 Siemens/RuggedCom, Inc. and installed in each cabinet and Communication Hub 27 as shown in the Plans. Equipment shall include a power cord. 28 29 1. Equipment Model Numbers: 30 Model Device Number Part Number 8-Port Ethernet Switch RS900-8 RS900-HI-D-L2-L2-00 9-Port Ethernet Switch RS900-9 RS900-HI-D-L2-L2-L2 10-Port Gigabit Ethernet Switch RS900G RS900G-HI-D-2LC25 10-Port Gigabit Ethernet Switch w/ SFP's RSG910C 6GK6491-0CB00-1CN0-Z Number of SFP's identified in the Plans SFP 6GK6000-8FG53-0AA0 Ethernet Switch w/ Device Server RS910 RS910-HI-D-S1-FX06-TX Cabinet Device Server RMC30 RMC30-HI Power Cord 99-43-0008-001 31 32 2. Manufacturer: 33 Project Roxy SR 531/43rd Roundabout December 2021 17 1 Siemens/RuggedCom, Inc. 2 30 Whitmore Rd 3 Woodbridge, Ontario, Canada L4L 7Z4 4 Tel: (905) 856-5288 Fax: (905) 856-1995 5 Toll Free: (888) 264-0006 6 www.ruggedcom.com 7 8 9 8-20.2(1).GR8 10 Equipment List And Drawings 11 12 8-20.2(1).INST1.GR8 13 Section 8-20.2(1) is supplemented with the following: 14 15 8-20.2(1).OPT1.ITS.DT1 16 (NWR ITS August 25, 2020) 17 Approval of Material 18 When submitting material lists for approval, the Contractor shall identify all revisions 19 or changes to manufacturer names, component names, and model numbers listed in 20 these Special Provisions. The Contractor shall also include a brief justification for 21 the revision or change. 22 23 8-20.3.GR8 24 Construction Requirements 25 26 8-20.3.OPT2.ITS.DT1 27 Closed Circuit Television System 28 29 8-20.3.OPT3.ITS.DT1 30 (NWR ITS August 25, 2020) 31 CCTV Test 32 The Contractor shall test the CCTV Camera System (camera, pan-and-tilt unit, 33 encoder, and camera control unit) using a Contractor-supplied computer and 34 software. The laptop computer and software shall remain the property of the 35 Contractor. All test cables and connections shall be the responsibility of the 36 Contractor. 37 38 During each testing phase, the Contractor shall repair, replace, or reconfigure each 39 failed CCTV Camera System at no additional cost to the Contracting Agency. 40 41 Bench CCTV Test 42 The Contractor shall perform a bench test on each CCTV Camera System prior to 43 installation. The bench test shall be performed at a location proposed by the 44 Contractor and approved by the Engineer. The bench test shall consist of the 45 following: 46 47 1. Program the CCTV Camera System with IP Settings (IP Address, Subnet 48 Mask, and Gateway) provided by the Engineer. 49 2. Display CCTV Camera System video on a Contractor-provided laptop 50 computer and verify that there is a clear image. 51 3. Program the cameraâ€™s I.D. generator to display the State Route on line 1 52 and the CCTV camera number on line 2. Project Roxy SR 531/43rd Roundabout December 2021 18 1 4. Pan and tilt the camera and verify that it moves through its full range. 2 5. Zoom and focus the camera in Fast, Medium and Slow modes and verify 3 proper operation in each mode. 4 6. In Auto Focus Mode, fully zoom the camera in and out and verify that the 5 camera stays in focus throughout the entire range. 6 7. Verify that the CCTV Camera System can be focused in Manual Focus 7 Mode. 8 8. Change the iris between Auto and Manual Modes and verify proper 9 operation for each mode. 10 9. Reboot the camera and verify that all settings remain as they were before 11 the reboot. 12 13 Field CCTV Test 14 At each camera control cabinet the Contractor shall connect the cameraâ€™s Ethernet 15 cable to a Contractor-provided laptop computer. The Contractor shall demonstrate 16 to the Engineer the following features of the camera installation: 17 18 1. Verify the CCTV Camera System IP Settings are correct as provided by the 19 Engineer for the CCTV Camera System location under test. Correct the IP 20 Settings as necessary. 21 2. Display the CCTV Camera System video on the Contractor-provided laptop 22 computer and verify that there is a clear image. 23 3. Program the cameraâ€™s I.D. generator to display â€œWSDOTâ€ followed by the 24 State Route on line 1 and the CCTV camera number on line 2. Verify that 25 the ID is correct for the CCTV Camera System location under test. 26 4. Pan and tilt the camera and verify that it moves through its full range. 27 5. Zoom and focus the camera in Fast, Medium and Slow modes and verify 28 proper operation in each mode. 29 6. In Auto Focus Mode, zoom the camera in and out and verify that the camera 30 stays in focus throughout the entire range. 31 7. Verify that the CCTV Camera System can be focused in Manual Focus 32 Mode. 33 8. Change the iris between Auto and Manual Modes and verify proper 34 operation in each mode. 35 9. Reboot the camera and verify that all settings remain as they were before 36 the reboot. 37 38 39 8-20.3.OPT8.ITS.DT1 40 Communication Conduit System 41 42 8-20.3.OPT9.ITS.DT1 43 (NWR ITS August 25, 2020) 44 Location Wire 45 Wire conductor shall be installed above conduit in continuous sections for all 46 underground fiber optic conduit installation where trenching is required. If conduit is 47 being installed by boring, the location wire shall be installed inside the conduit. A 48 minimum of 6 feet of location wire shall be extended into each cable vault or pull box. 49 The locate wire shall be attached to the â€œCâ€ channel or the cover hinge bracket with 50 stainless steel bolts and straps. A 1-foot loop of locate wire shall be provided above 51 the channel as shown in the Plans. Locator wire shall be placed between the 52 conduits in dual conduit installations or on top of conduits for single conduit Project Roxy SR 531/43rd Roundabout December 2021 19 1 installations. 2 3 4 8-20.3.OPT11.ITS.DT1 5 Communication Cables And Interfaces 6 7 8-20.3.OPT12.ITS.DT1 8 (NWR ITS August 25, 2020) 9 Submittals 10 Within a minimum of 30 calendar days prior to anticipated construction, the 11 Contractor shall provide to the Engineer all documentation pertaining to the materials 12 and methods of execution proposed to satisfy the requirements of this section. The 13 Engineer's approval is required prior to the committing of any materials or the 14 commencement of any Work. 15 16 The Engineer will either approve or disapprove each submitted item within 30 17 calendar days of submittal subject to the completeness of the Contractor's submittal. 18 Actual elapsed time for the Engineer's review is dependent upon the completeness 19 and appropriateness of the documentation being submitted. Any deficiencies in the 20 Contractor's submittals shall require additional time for approval. Any delays caused 21 by such deficiencies shall not be grounds for extension of project consideration 22 dates. The Contractor shall anticipate review intervals and schedule submittals 23 accordingly to ensure project progress in accordance with Section 1-08.3. 24 25 The Engineer's approval of any submitted documentation shall in no way relieve the 26 Contractor from compliance with the safety and performance requirements as 27 specified herein. 28 29 Submittals required by this item shall include, but not be limited to, the following: 30 31 1. A material staging plan, should the Contractor propose Contracting Agency 32 owned property as a staging area. 33 34 2. Manufacturer's complete specifications for all communication system 35 cables and, associated electronics and hardware components. 36 37 3. Manufacturer's complete specifications for twisted-pair cable splice 38 enclosures. 39 40 4. A detailed fiber optic and twisted-pair cable installation procedure including 41 the following: 42 43 a. Fiber optic cable cutting lengths reflecting the cable order and reel 44 allocations. 45 46 b. Cable pulling plan which shall state the exact operational procedures 47 to be utilized and which identifies the physical locations for equipment 48 placement, proposed equipment setup at each location, pulling tension 49 on all cables for each pull, staffing, and the pulling methodology for 50 each type of cable. 51 52 c. Exact splice points as provided for herein. Project Roxy SR 531/43rd Roundabout December 2021 20 1 2 d. Workforce proposed for all equipment, safety, and manual assist 3 operations 4 5 5. Factory test data sheets for each reel of cable delivered. 6 7 8-20.3.OPT13.ITS.DT1 8 (NWR ITS August 25, 2020) 9 Cable Installation - General 10 The Contractor shall determine a suitable cable installation method to ensure that all 11 cable installation requirements shall be met in all conduit sections. All Work shall be 12 carried out in accordance and consistent with the highest standards of quality and 13 craftsmanship in the communication industry with regard to the electrical and 14 mechanical integrity of the connections; the finished appearance of the installation; 15 as well as the accuracy and completeness of the documentation. 16 17 The Contractor shall make a physical survey of the project site for the purpose of 18 establishing the exact cable routing and cutting lengths prior to the commencement 19 of any fiber optic Work or committing any fiber optic materials. Splicing is only 20 allowed for the programmed connection of reels and as shown in the Plans to 21 connect a lateral fiber optic cable to the mainline distribution fiber optic cable. The 22 Contractor shall submit a cable routing plan that shows the locations of all splices. 23 All splice locations other than those shown in the Plans must be approved by the 24 Engineer. 25 26 All work areas shall be clean and orderly at the completion of Work and at times 27 required by the Engineer during the progress of Work. 28 29 8-20.3.OPT14.ITS.DT1 30 (NWR ITS August 25, 2020) 31 Fiber Optic Cable Installation 32 Fiber optic cables shall be installed in continuous lengths without intermediate splices 33 throughout the project, except at the location(s) specified in the Plans, or as approved 34 in writing by the Engineer. 35 36 The Contractor shall comply with the cable manufacturer's specifications and 37 recommended procedures including, but not limited to the following: 38 39 1. Installation. 40 2. Proper attachment to the cable strength elements for pulling during 41 installation. 42 3. Bi-directional pulling. 43 4. Cable tensile limitations and the tension monitoring procedure. 44 5. Cable bending radius limitations. 45 46 The Contractor shall protect the loops from tangling or kinking. At no time during the 47 length of the project shall the cableâ€™s minimum bending radius specification be 48 violated. 49 50 To accommodate long, continuous installation lengths, bi-directional pulling of the 51 fiber optic cable shall be permitted. 52 Project Roxy SR 531/43rd Roundabout December 2021 21 1 In all cable vaults, pull boxes, and at all splice locations cable slack of 50 feet shall 2 be left by the Contractor, unless otherwise specified in the Plans. The 50 feet length 3 of fiber optic cable shall be coiled and secured with tie wraps to racking hardware or 4 as specified in the Plans. 5 6 Installation shall involve the placement of fiber optic cables in a specified inner duct 7 as defined in the Plans. The Contractor shall ensure that inner ducts are secured to 8 prevent movement during the cable installation process. 9 10 The pulling eye/sheath termination hardware on the fiber optic cables shall not be 11 pulled over any sheave blocks. 12 13 When power equipment is used to install fiber optic cabling, the pulling speed shall 14 not exceed 100 feet per minute. The pulling tension limitation for fiber optic cables 15 shall not be exceeded under any circumstances. 16 17 Large diameter wheels, pulling sheaves, and cable guides shall be used to maintain 18 the appropriate bending radius. Tension monitoring shall be accomplished using 19 commercial dynamometers or load-cell instruments. 20 21 Fiber optic cable lubricant shall be used to reduce pulling tensions for the installation 22 of each fiber optic cable. 23 24 Patch Cord Installation 25 Patch Cords installed within a cabinet shall adhere to the following: 26 27 1. Patch cords contained within a patch panel shall not be more than 1 foot 28 longer than required to make the connection. 29 2. Patch cords between two patch panels shall not be more than 1 foot 30 longer than required to make the connection. 31 3. Patch cords between a patch panel and a device shall not be more than 32 2 feet longer than required to make the connection. 33 4. Patch cords between a patch panel and a device shall be contained inside 34 of 1/2 inch or 3/8 inch split yellow loom. 35 5. Boots shall be glued to the jacket of the patch cord. 36 37 8-20.3.OPT15.ITS.DT1 38 (NWR ITS August 25, 2020) 39 Fiber Optic Cable Splicing 40 Field splices shall be located as shown in the Plans. No additional splices shall be 41 allowed without the approval of the Engineer. 42 43 All fusion splicing equipment shall be in good working order, properly calibrated, and 44 meeting all industry standards and safety regulations. Cable preparation, closure 45 installation and splicing shall be accomplished in accordance with accepted and 46 approved industry standards. 47 48 Upon completion of the splicing operation, all waste material shall be deposited in 49 suitable containers for fiber optic disposal, removed from the job site, and disposed 50 of in an environmentally acceptable manner. 51 52 The Contractor shall use the fusion method for fiber optic splicing. Acceptable fusion Project Roxy SR 531/43rd Roundabout December 2021 22 1 splicing techniques are: 2 3 Local Injections and Detection 4 Profile Alignment System 5 6 The Contractor shall seal all cables where the cable jacket is removed. The cable 7 shall be sealed per the cable manufacturerâ€™s recommendation with an approved 8 blocking material. 9 10 The Contractor shall seal all buffer tubes with an approved blocking material to 11 prevent migration of gel into splice trays. 12 13 All splices shall be contained in splice trays utilizing strain relief, such as heat shrink 14 wraps, as recommended by the splice tray manufacturer. 15 16 8-20.3.OPT16.ITS.DT1 17 (NWR ITS August 25, 2020) 18 Fiber Optic Splice Closure 19 Mainline and distribution cables shall not occupy the same splice closure. Only 20 cables that are being spliced to each other may occupy a single splice closure. Only 21 one preterminated patch panel stub shall occupy any one splice closure except 22 where more than one preterminated patch panel is needed to terminate a single 23 cable. 24 25 Upon sealing the splice closure, the Contractor shall pressurize the closure to 5 psi 26 and test for leaks using a soap-and-water solution per manufacturerâ€™s 27 recommendations. Any leaks found shall be repaired and the test shall be repeated 28 until no leaks are present. Following a successful leak test, the Contractor shall de- 29 pressurize the closure. 30 31 8-20.3.OPT17.ITS.DT1 32 (NWR ITS August 25, 2020) 33 Fiber Optic Cable Labeling 34 Permanent cable labels shall be used to identify fiber optic cables at each termination 35 point and in every pull box and cable vault at the conduit entrance and at the splice 36 closure. The cable labels shall consist of a self-laminating plastic black and yellow 37 tag with the words â€œCAUTION FIBER OPTIC CABLEâ€ and with a space for a custom 38 description of the cable being labeled. The custom portion of the tag shall contain 39 the fiber count, fiber type (SMFO or MMFO), use (mainline, distribution, or other), 40 and cable direction (north, east, south, west), nearest footage as shown on the cable 41 footage markers and the name of the next device where the cable lands. This text 42 shall be machine-printed on adhesive labels and encapsulated by the tagâ€™s self- 43 laminating cover. 44 45 Patch panels shall be labeled with 3/8 in.-1/2 in. printed laminated labels. The labels 46 shall be located inside the patch panel where they can be read with the door open. 47 The labels shall provide a description of what fibers are spliced to each port in the 48 panel. The description shall include port number, fiber purpose, cable direction and 49 fiber numbers (i.e. â€œPorts 13-24: Distribution South 1-12â€). 50 51 8-20.3.OPT18.ITS.DT1 52 (NWR ITS August 25, 2020) Project Roxy SR 531/43rd Roundabout December 2021 23 1 Cable Racking in Pull Boxes and Cable Vaults 2 The Contractor shall rack the cable in vertical figure eight loops, which shall permit 3 pulling slack from the vaults without introducing twist to the cable. 4 5 Cables shall be secured in racked positions with nylon ties. Identification or warning 6 tags shall be securely attached to the cables in at least two locations in each pull box 7 or cable vault. 8 9 All coiled cable shall be protected to prevent damage to the cable and fibers. Racking 10 shall include securing cables to brackets (racking hardware) that extend from the 11 side walls of the pull box. 12 13 All racking hardware shall be stainless steel. 14 15 8-20.3.OPT19.ITS.DT1 16 (NWR ITS August 25, 2020) 17 Fiber Optic Cable Testing 18 Installed optical fiber cable shall be tested for compliance with the transmission 19 requirements of this Special Provision, the cable and hardware manufacturer's 20 specifications, and prescribed industry standards and practices. 21 22 Prior to commencing acceptance testing, the Contractor shall complete the 23 installation of the fiber optic system. This includes sealing the splice closures, 24 completing the splicing and racking the cables in the pull boxes and cable vaults. 25 26 All testing values shall be in metric. 27 28 Types of Testing 29 The two required acceptance tests for optical fiber cable system certification are: 30 31 Power Meter testing 32 33 Optical Time Domain Reflectometer (OTDR) testing 34 35 Power Meter Testing 36 Power meter testing shall be used to measure the end-to-end attenuation of 37 each new fiber installed between a field device and a communications hub as 38 well as between communications hubs. Power meter testing shall be performed 39 at the 1310 and 1550 nanometer wavelength in both directions. 40 41 Prior to commencing testing, the Contractor shall submit the manufacturer and 42 model number of the test equipment along with certification that the power meter 43 has been calibrated within 12 months of the proposed test dates. 44 45 The following information shall be documented for each fiber test measurement: 46 47 1. Fiber/Strand # 48 2. Fiber type (Singlemode or Multimode) 49 3. Cable, tube, and fiber IDs 50 4. Near end and far end test locations 51 Use device names in Contract Plans 52 5. End-to-end attenuation Project Roxy SR 531/43rd Roundabout December 2021 24 1 In each direction and the bidirectional average 2 6. Length of span being tested 3 7. Date, time, and operator 4 8. Wavelength 5 6 Optical Time Domain Reflectometer (OTDR) Testing 7 An optical time domain reflectometer (OTDR) with recording capability shall be 8 utilized to test the end-to-end transmission quality of each optical fiber. Quality 9 tests shall consider attenuation, reflectance, and discontinuities. The OTDR 10 shall be equipped with 1310 nanometer and 1550 nanometer light sources for 11 singlemode optical fibers. The OTDR shall be capable of providing electronic 12 and hard copy records of each test measurement. 13 14 The Contractor shall utilize a dead-zone box (a.k.a. launch reel) containing 1 km 15 of optical fiber, when performing OTDR tests. The dead-zone box shall be 16 located between the OTDR and the fiber optic connector of each strand tested. 17 18 Each new fiber shall be tested in both directions at the 1310 and 1550 19 nanometer wavelengths. Existing fibers that are spliced to or re-spliced as part 20 of this Contract shall also be tested in both directions and at both wavelengths. 21 22 The following information shall be documented for each fiber test measurement: 23 24 1. Fiber/Strand # 25 2. Fiber type (Singlemode or Multimode) 26 3. Cable and fiber IDs 27 4. X-Y plot scaled for fiber length 28 â€¢ The X-axis (Distance) shall be scaled such that the beginning of the 29 trace starts with the OTDR/dead-zone interface. The end of the 30 trace shall extend no more than 1 km beyond the end of the test 31 span. 32 â€¢ The Y-axis (dB) shall be set to maximize the trace. The bottom of 33 the Y scale shall begin above the noise floor and the top of the scale 34 shall be no more than 5 dB higher than the largest event. No events 35 or reflections shall be cut off. 36 5. Near end and far end test locations 37 Use device names in Contract Plans 38 6. Date, time, and operator 39 7. Wavelength 40 8. OTDR Settings 41 â€¢ Index of Refraction 42 â€¢ Averaging time (Minimum of 30 seconds) 43 â€¢ Pulse Width (to provide a smooth trace, excluding events) 44 9. Table of Events that includes: Event ID, Type, Location, Loss, and 45 Reflection. 46 â€¢ Events are defined as: 47 48 1. Any reflectance event in excess of -60 dB 49 2. Any loss occurrence in excess of 0.05 dB 50 3. Any splice location regardless of loss 51 4. Beginning and end of span 52 â€¢ The beginning of the span shall be denoted by the â€œA- Project Roxy SR 531/43rd Roundabout December 2021 25 1 Markerâ€. This marker shall be placed just to the left of 2 the spike of the dead-zone box / fiber interface. 3 â€¢ The end of the span shall be denoted by the â€œB-markerâ€. 4 This marker shall be placed just to the left of the end-of 5 span reflection spike. 6 7 Fiber Optic Performance Requirements 8 1. Splice Loss: 9 â€¢ Shall not exceed 0.20 dB in one direction 10 â€¢ Bidirectional Average shall not exceed 0.15 dB 11 2. Reflectance: 12 â€¢ Shall not exceed -55 dB 13 14 Fiber Cable Testing Documentation 15 The Contractor shall submit one hard copy and one electronic copy of the fiber 16 test results to the Engineer for approval. Only one OTDR test result shall be on 17 each page. The Contractor shall take corrective actions on portions of the fiber 18 installation determined to be out of compliance with these Specifications. 19 20 Upon acceptance of the cable installation and test results, the Contractor shall 21 submit three hard copies and three electronic copies of the fiber test results to 22 the Engineer. 23 24 Hard copy submittals shall be bound in 3-ring binders. Each 3-ring binder shall 25 have the following information on the front and side: 26 27 1. The title â€œFiber Optic Test Resultsâ€ 28 2. The name of the roadway(s) where fiber was installed 29 3. Contract name and number 30 4. Date 31 32 The front cover shall also include the following: 33 34 1. The size of each cable installed and the beginning and ending mileposts of 35 each cable replaced. 36 2. The company name address and phone number that did the fiber optic 37 Work. 38 39 Each 3-ring binder shall also include a table of contents and index dividers for 40 each cable segment and each direction tested. The electronic submittals shall 41 be on compact discs and include one licensed copy of the applicable OTDR 42 reader program. 43 44 The following information shall be included in each test result submittal: 45 46 1. Contract number, Contract name, Contractor name and address 47 2. Dates of cable manufacture, installation, and testing 48 3. Cable specifications 49 â€¢ Manufacturer data sheet 50 â€¢ Helix Factor 51 â€¢ Date of manufacture 52 4. Fiber (Glass) specifications Project Roxy SR 531/43rd Roundabout December 2021 26 1 â€¢ Manufacturer and Part # 2 â€¢ Index of Refraction 3 â€¢ Optical performance (loss/km) 4 â€¢ Mode Field Diameter 5 5. As-Built Records (In accordance with the Special Provisions) 6 6. OTDR test results â€“ No more than one test per page 7 7. Power Meter test results 8 9 Within 30 days of submitting the test results, the Contractor, in the presence of 10 the Engineer, shall re-test a minimum of 5% of the previously tested locations to 11 validate the test results. A 5% sample will be selected randomly from the 12 terminal device locations. 13 14 8-20.3.OPT20.ITS.DT1 15 (NWR ITS August 25, 2020) 16 Ethernet Switches IP Addresses 17 The Contractor shall submit a list of all Ethernet devices and the associated cabinet 18 identification numbers to the Engineer. The Contractor shall program all supplied 19 information into the devices including, time server, gateway, mask, and address, 20 system name, and location. The Contractor shall allow 10 working days to receive 21 the Ethernet IP information from the Engineer. 22 23 8-20.3(1).GR8 24 General 25 26 8-20.3(1).INST1.ITS.DT1 27 Section 8-20.3(1) is supplemented with the following: 28 29 8-20.3(1).OPT1.ESP.DT1 30 (NWR ESP August 25, 2020) 31 Fiber Optic Cable Installation 32 When installing new fiber optic cable or reinstalling existing fiber optic cable into new 33 or existing cable vaults or pull boxes, the installation method shall ensure that the 34 cable is free of dirt and debris as it enters the conduit and that no dirt or debris enters 35 the conduit receiving the cable prior to the conduit being plugged or sealed. 36 37 When installing fiber optic cable, the installation method shall prevent the fiber cable 38 from direct contact with the ground or pavement between pulls or prior to the 39 installation of the fiber cable into the conduit. 40 41 8-20.3(1).OPT2.ESP.DT1 42 (NWR ESP August 25, 2020) 43 Energized Equipment 44 Work shall be coordinated so that electrical equipment, with the exception of the 45 service cabinet, is energized within 72 hours of installation. 46 47 8-20.3(1).OPT3.ESP.DT1 48 (NWR ESP August 25, 2020) 49 Pole Removal 50 Poles designated for removal shall not be removed prior to approval of the Engineer. 51 Project Roxy SR 531/43rd Roundabout December 2021 27 1 8-20.3(1).OPT5.ESP.DT1 2 (NWR ESP August 25, 2020) 3 Construction Core Installation 4 The Contractor shall coordinate installation of construction cores with Contracting 5 Agency maintenance staff through the Engineer. The Contractor shall provide written 6 notice to the Engineer, a minimum of seven working days in advance of proposed 7 installation. The Contractor shall advise the Engineer in writing when construction 8 cores are ready to be removed. 9 10 8-20.3(1).OPT6.ESP.DT1 11 (NWR ESP August 25, 2020) 12 Electrical Equipment Removals 13 Removals associated with the electrical or ITS systems shall not be stockpiled within 14 the project limits without the Engineer's approval. 15 16 8-20.3(1).OPT7.ESP.FT1 17 (NWR ESP August 25, 2020) 18 Contracting Agency Owned Equipment 19 A portion of the temporary or existing equipment to be removed shall remain the 20 property of the Contracting Agency. 21 22 The following shall be disconnected, dismantled, and delivered to the Contracting 23 Agency: 24 25 *** $$1$$ *** 26 27 Removed electrical equipment which remains the property of the Contracting Agency 28 shall be delivered to: 29 30 WSDOT Signal Shop 31 3700 9th Ave. So. 32 Seattle WA 98134 33 Attention: Supervisor of Stores 34 Glen Nakamichi 35 (206) 442-2120 36 37 Five days written advance notice shall be delivered to both the Engineer and the 38 Supervisor of Stores at the address listed above. Delivery shall occur during the 39 hours of 7:00 a.m. and 2:00 p.m. Monday through Thursday. Poles and arms are to 40 be stripped, tagged and kept together for delivery. Cabinets and other small items 41 shall be strapped and palletized. Material will not be accepted without the required 42 advance notice. 43 44 Equipment damaged during removal or delivery shall be repaired or replaced to the 45 Engineer's satisfaction at no cost to the Contracting Agency. 46 47 The Contractor shall be responsible for unloading the equipment where directed by 48 the Engineer at the delivery site. 49 50 8-20.3(1).OPT8.ESP.DT1 51 (NWR ESP August 25, 2020) 52 Wire Removal Project Roxy SR 531/43rd Roundabout December 2021 28 1 Remove all wires from salvaged light and signal standards. 2 3 8-20.3(1).OPT9.ESP.DT1 4 (NWR ESP August 25, 2020) 5 Controller Cabinet Removal 6 Controller cabinets shall not be removed until all associated electronic equipment is 7 removed by Contracting Agency signals personnel. All other equipment shall be 8 removed by the Contractor and delivered within 24 hours following removal to the 9 Contracting Agency. 10 11 8-20.3(1).OPT11.ESP.DT1 12 (NWR ESP August 25, 2020) 13 Contractor Owned Removals 14 All removals associated with electrical or ITS systems, which are not designated to 15 remain the property of the Contracting Agency, shall become the property of the 16 Contractor and shall be removed from the project. 17 18 The Contractor shall: 19 20 Remove all wires for discontinued circuits from the conduit system. 21 22 Remove elbow sections of abandoned conduit entering junction boxes. 23 24 Abandoned conduit encountered during excavation shall be removed to the 25 nearest outlets or as directed by the Engineer. 26 27 Remove foundations entirely, unless the Plans state otherwise. 28 29 Backfill voids created by removal of foundations and junction boxes. Backfilling 30 and compaction shall be performed in accordance with Section 2-09.3(1)E. 31 32 8-20.3(1).OPT12.ESP.DT1 33 (NWR ESP August 25, 2020) 34 Surface Mounted Appurtenances 35 Electrical appurtenances to be surface mounted on structures shall be mounted so 36 that a minimum 1/4 inch space is maintained between the appurtenance and 37 structure. 38 39 8-20.3(1).OPT1.ITS.FT1 40 (NWR ITS August 25, 2020) 41 Existing System Disruption and Restoration 42 The Contractor shall use every precaution to ensure that no Contract Work causes 43 disruptions to the existing systems, except those disruptions that are planned and 44 approved in advance, as defined herein. 45 46 Existing systems include, but are not limited to, the following: 47 48 A. All ITS field devices, such as ramp meter, data collection, and CCTV 49 systems, within the project construction limits. 50 51 B. Fiber optic and TWP data and video communication systems on *** $$1$$ 52 ***. Project Roxy SR 531/43rd Roundabout December 2021 29 1 2 Planned Disruptions 3 Contract Work may require disruptions to existing systems, circuits, and 4 equipment. The Contractor shall schedule the Work and predetermine the 5 affected system(s), extent, start time, and duration of planned disruptions. 6 Planned disruptions shall be scheduled between the hours of 8 p.m. and 4 a.m. 7 If traffic control is required for this Work, the Contractor shall also adhere to the 8 allowable closure hours listed in Subsection Public Convenience and Safety 9 of the Special Provision LEGAL RELATIONS AND RESPONSIBILITIES TO 10 THE PUBLIC. Failure of the Contractor to restore disrupted systems and 11 equipment prior to 4 a.m. will constitute an unplanned disruption, and the 12 "Restoration Procedure" below will apply. 13 14 Requirements 15 Twenty-one calendar days prior to planned disruptions of any existing system, 16 circuit, or equipment, the Contractor shall submit to the Engineer for approval a 17 written Disruption Request. Each Disruption Request shall include the 18 system(s) to be affected, the disruption start date and time, and the estimated 19 duration required. The Contractor shall submit a separate, numbered Disruption 20 Request for each planned disruption. Disruption Request approval or rejection 21 will be returned to the Contractor in writing by the Engineer at least seven 22 calendar days prior to the proposed start of the disruption. The Engineer may 23 reject a requested time or duration and verbally recommend an alternate time or 24 duration agreeable to both the Contractor and the Contracting Agency. 25 26 27 Restoration Procedure 28 Any unplanned disruptions determined by the Engineer to be caused by the 29 actions of the Contractor or the Contractor's representative(s) shall be corrected 30 by the Contractor at no additional cost to the Contracting Agency. 31 32 Upon the occurrence of an unplanned disruption and subsequent notification by 33 the Engineer, the Contractor shall immediately stop all other ITS Work in 34 progress, in accordance with Section 1-08.6, and shall expend all efforts to 35 restore the disrupted system(s) or correct the problem causing the disruption. 36 The Contractor will not be granted an extension of time for delays caused by the 37 repair of disrupted systems. Unplanned disruptions shall result in the 38 assessment of liquidated damages in accordance with the Subsection 39 Liquidated Damages of the Special Provision PROSECUTION AND 40 PROGRESS. 41 42 8-20.3(1).OPT2.ITS.DT1 43 (NWR ITS August 25, 2020) 44 ITS System Order of Work 45 The Contractor shall submit a Type 2 Working Drawing in accordance with Section 46 1-05.3 consisting of a proposal for accomplishing the ITS Work to the Engineer. 47 48 The proposal shall be approved before any ITS fieldwork begins. The proposal shall 49 include a critical path for ITS construction which shows dates of disconnection, 50 reconnection, and installation of the following ITS components as applicable to this 51 Contract: 52 Project Roxy SR 531/43rd Roundabout December 2021 30 1 1. Traffic Data Accumulation And Ramp Metering System 2 2. Closed Circuit Television System 3 3. Highway Advisory Radio System 4 4. Communication Conduit System 5 5. Communication Cable and Interfaces 6 6. Variable Message Sign 7 7. Video, Voice & Data Distribution and Transmission System 8 8. Environmental Sensor Station 9 9. Permanent Traffic Recorder Station 10 11 The critical path shall also indicate all roadway lane shifts or closures that will be in 12 effect during ITS construction. 13 14 8-20.3(1).OPT3.ITS.DT1 15 (NWR ITS August 25, 2020) 16 Removal and Delivery of Existing ITS Equipment 17 Where identified in the Plans, the Contractor shall remove and deliver the existing 18 devices to: 19 20 3700 9th Ave. S. 21 Seattle WA 98134 22 Attention: Supervisor of Stores 23 Glen Nakamichi 24 (206) 442-2120 25 26 Five days written advance notice shall be given to both the Engineer and the 27 Supervisor of Stores at the address listed above. Delivery shall occur between the 28 hours of 7:00 a.m. and 2:00 p.m. Monday through Thursday. Material will not be 29 accepted without the required advance notice. 30 31 Equipment damaged during removal or delivery shall be repaired or replaced to the 32 Engineerâ€™s satisfaction at no cost to the Contracting Agency. 33 34 8-20.3(5).GR8 35 Conduit 36 37 8-20.3(5).INST1.ITS.DT1 38 Section 8-20.3(5) is supplemented with the following: 39 40 8-02.3(5)A.GR8 41 Seeding Area Preparation 42 43 8-20.3(5)A1.ESP.DT1 44 Fiber Optic Conduit 45 46 8-20.3(5)A1.INST1.ESP.DT1 47 Section 8-20.3(5)A1 is supplemented with the following: 48 49 8-20.3(5)A1.OPT1.ESP.DT1 50 (NWR ESP August 25, 2020) 51 When multiple conduits are installed in the same trench, one location wire 52 shall be placed between conduits. When multiple conduits are installed in Project Roxy SR 531/43rd Roundabout December 2021 31 1 the same boring, one location wire is required for the conduit bundle. 2 3 Location wire routed into pull boxes or cable vaults shall be attached to the 4 â€œCâ€ channel or the cover hinge bracket with stainless steel bolts and straps. 5 A 1-foot loop of locate wire shall be provided above the channel as shown 6 in the Plans. 7 8 8-20.3(5)A2.ESP.DT1 9 ITS and Cabinet Outer and Inner Duct Conduit 10 11 8-20.3(5)A2.INST1.ESP.DT1 12 Section 8-20.3(5)A2 is supplemented with the following: 13 14 8-20.3(5)A2.OPT1.ESP.DT1 15 (NWR ESP August 25, 2020) 16 Conduit Seal 17 Existing conduits, entering cabinets, that are scheduled to have cables 18 added or removed shall be sealed with an approved mechanical plug or 19 waterproof foam at both ends of the conduit run. 20 21 Existing Outer duct and inner duct conduit, entering cabinets, that are 22 scheduled to have cables added or removed shall be sealed according to 23 this section. 24 25 8-20.3(5).OPT1.ITS.DT1 26 (NWR ITS August 25, 2020) 27 Cabinet Conduit Sealing 28 All conduits entering pad mounted cabinets and all conduits entering ITS hubs shall 29 be sealed with an approved mechanical plug at both ends of the conduit run. Conduit 30 duct seal will not be accepted. This applies to all new conduits and all existing 31 conduits that cables have been added to or removed from. 32 33 Pad mounted cabinets shall include all cabinets installed on a concrete foundation. 34 35 8-20.3(6).GR8 36 Junction Boxes, Cable Vaults, and Pull boxes 37 38 8-20.3(6).INST1.ESP.DT1 39 Section 8-20.3(6) is supplemented with the following: 40 41 8-20.3(6).OPT1.ESP.DT1 42 (NWR ESP August 25, 2020) 43 Unless otherwise noted in the Plans or approved by the Engineer, junction boxes, 44 cable vaults and pull boxes shall not be placed within the traveled way or paved 45 shoulders. 46 47 All junction boxes, cable vaults, and pull boxes placed within the traveled way or 48 paved shoulders shall be heavy-duty. 49 50 Wiring shall not be pulled into any conduit until all associated junction boxes have 51 been adjusted to, or installed in, their final grade and location, unless installation is 52 necessary to maintain system operation. If wire is installed for this reason, sufficient Project Roxy SR 531/43rd Roundabout December 2021 32 1 slack shall be left to allow for future adjustment. 2 3 Prior to installing new cables or reinstalling existing cables into new or existing cable 4 vaults, pull boxes or junction boxes, the cable vault, pull box or junction box shall be 5 cleaned of all dirt and debris. 6 7 When junction boxes, cable vaults and pull boxes are installed or adjusted prior to 8 construction of finished grade, pre-molded joint filler for expansion joints may be 9 placed around the junction boxes, cable vaults and pull boxes. The joint filler shall 10 be removed prior to adjustment to finished grade. 11 12 When junction boxes, cable vaults or pull boxes are adjusted to finished grade, the 13 six-inch gravel pad requirements shall be maintained. When existing junction boxes 14 pull boxes or cable vaults do not have this gravel pad, or the gravel pad does not 15 meet these Specifications, a gravel pad, meeting these Specifications shall be 16 installed as part of the adjustment to finished grade. 17 18 Heavy-duty Type 4, 5 and 6 junction boxes, cable vaults and pull boxes shall be 19 installed in accordance with the following: 20 21 1. Excavation shall be sufficient to leave one foot in the clear between their 22 outer surface and the earth bank. 23 24 2. Junction boxes, cable vaults and pull boxes shall be installed on a level 6- 25 inch layer of crushed surfacing top course, in accordance with Section 9- 26 03.9(3), placed on a compacted or undisturbed foundation. The crushed 27 surfacing shall be compacted in accordance with Section 2-09.3(1)E. 28 29 3. After installation, the lid/cover shall be kept bolted down during periods 30 when Work is not actively in progress at the junction box, cable vault or pull 31 box. 32 33 4. Before closing the lid/cover, the lid/cover and the frame/ring shall be 34 thoroughly brushed and cleaned of all debris. There shall be absolutely no 35 visible dirt, sand or other foreign matter between the bearing surfaces. 36 37 5. When the lid/cover is closed for the final time, a liberal coating of anti-seize 38 compound shall be applied to the bolts and nuts and the lid shall be securely 39 tightened. 40 41 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side 42 of the box, to allow the lid to open away from traffic. Hinges shall allow the 43 lid to open 180 degrees. 44 45 8-20.3(8).GR8 46 Wiring 47 48 8-20.3(8).INST1.GR8 49 Section 8-20.3(8) is supplemented with the following: 50 51 8-20.3(8).OPT1.ESP.DT1 52 (NWR ESP August 25, 2020) Project Roxy SR 531/43rd Roundabout December 2021 33 1 Wire Labels 2 At each junction box, all illumination wires, power supply wires, and communication 3 cable shall be labeled with a PVC marking sleeve. For illumination and power supply 4 circuits the sleeve shall bear the circuit number. For communication cable the sleeve 5 shall be marked â€œCommâ€. 6 7 8-20.3(8).OPT2.ESP.DT1 8 (NWR ESP August 25, 2020) 9 Wire Splices 10 All splices shall be made in the presence of the Engineer. 11 12 8-20.3(8).OPT3.ESP.DT1 13 (NWR ESP August 25, 2020) 14 Illumination Circuit Splices 15 Temporary splices shall be the heat shrink type. 16 17 8-20.3(9).GR8 18 Bonding, Grounding 19 20 8-20.3(9).INST1.ITS.DT1 21 Section 8-20.3(9) is supplemented with the following: 22 23 8-20.3(9).OPT1.ESP.DT1 24 (NWR ESP August 25, 2020) 25 Where shown in the Plans or where designated by the Engineer, the metal frame and 26 lid of existing junction boxes shall be grounded to the existing equipment grounding 27 system. The existing equipment grounding system shall be derived from the service 28 serving the raceway system of which the existing junction box is a part. 29 30 8-20.3(9).OPT1.ITS.DT1 31 (NWR ITS August 25, 2020) 32 Where existing ITS conduits are utilized, an equipment-grounding conductor shall be 33 installed except for conduits with innerduct. 34 35 In addition to the conductors called for in the Contract, all ITS conduits without 36 innerduct shall be installed with an equipment-grounding conductor and bonding 37 jumpers sized per NEC 250-122, with the exception that the minimum size shall be 38 8 AWG. 39 40 All new and existing junction boxes, cable vaults and pull boxes that an equipment- 41 grounding conductor is pulled to shall be bonded in accordance with Section 8- 42 20.3(9). 43 44 Location wires shall not be connected to the equipment-grounding system. For 45 attachment of location wires, see Subsection Location Wire in the Special Provision 46 COMMUNICATION CONDUIT SYSTEM. 47 48 Supplemental grounding shall be provided at signal standards for ramp meters and 49 steel sign posts for advance warning signs. Foundations for these standards shall 50 be installed with a bare 4 AWG copper wire, which is connected to the reinforcing 51 cage with an approved acorn clamp or exothermic weld and routed to connect to the 52 pole at the grounding lug. Project Roxy SR 531/43rd Roundabout December 2021 34 1 2 8-20.3(10).GR8 3 Service, Transformer, and Intelligent Transportation System (ITS) Cabinets 4 5 8-20.3(10).INST1.ITS.DT1 6 Section 8-20.3(10) is supplemented with the following: 7 8 8-20.3(10).INST1.ESP.DT1 9 Section 8-20.3(10) is supplemented with the following: 10 11 8-20.3(10).OPT1.ESP.DT1 12 (NWR ESP August 25, 2020) 13 Cabinet Construction Core 14 A green construction core shall be installed for each cabinet core lock. Upon 15 Contract completion, two master keys for each cabinet shall be delivered to the 16 Engineer. 17 18 8-20.3(10).OPT1.ITS.DT1 19 (NWR ITS August 25, 2020) 20 Cabinet Labeling 21 The Contractor shall mark each ITS device cabinet and transformer cabinet by 22 affixing vinyl lettering which matches the alphanumeric device number as shown in 23 the Plans to the outside of the cabinet. The vinyl letters shall be black on unpainted 24 cabinets and white on painted cabinets. The lettering shall be Highway Font Series 25 C, 4-inch font. The lettering shall be centered horizontally and begin at the top of the 26 cabinet. The first line of text shall be the three number designation of the State 27 Route. The following line(s) shall be the seven character designation of the 28 device(s). The lettering shall be on the side of the cabinet most visible from the 29 roadway. The alphabetical portion of the name shall be in lowercase. 30 31 The Contractor shall install an engraved nameplate, identifying the power source for 32 each cabinet. The nameplate shall consist of white letters on a red background and 33 be permanently affixed to the inside of the cabinet door. The nameplate text shall 34 read â€œCabinet Power Sourceâ€ in Â½ inch nominal letters followed by the service name 35 or transformer name (e.g. SUA173 or 005xf17850), as appropriate, in 1 inch nominal 36 letters. 37 38 8-20.3(10).OPT2.ITS.DT1 39 (NWR ITS August 25, 2020) 40 Display Panel Labeling 41 Existing cabinets as identified in the Plans shall have all of the existing loop 42 nameplates removed from the display panel. The display panel shall be cleaned of 43 residue and debris. New nameplates shall be installed according to the new loop 44 layout as per the Field Wiring Chart supplied by the Engineer on request. The new 45 nameplates shall be printed, permanent industrial grade outdoor vinyl detector label 46 with black text on white background. The label shall not exceed 2.0 in. wide by 0.5 47 in. tall. Text shall not be smaller than 3/16 in. tall. 48 49 8-20.3(10).OPT3.ITS.DT1 50 (NWR ITS August 25, 2020) 51 Model 330 & Model 334 Cabinet Testing 52 Traffic data accumulation and ramp metering equipment shall undergo two separate Project Roxy SR 531/43rd Roundabout December 2021 35 1 sets of tests prior to final acceptance. The Contractor or vendor shall deliver the 2 equipment to the Contracting Agency in Seattle, Washington for the first test. After 3 installation in the field, Contracting Agency personnel will perform a second test. 4 5 Shop Test 6 The Contractor or Vendor shall arrange to deliver the equipment for testing to the 7 Northwest Region Signal Maintenance Shop (Shop) located at: 8 9 3700 9th Ave S 10 Seattle, WA 98134 11 Attention: Northwest Region Signals Purchasing 12 (206) 442-2120 13 14 Delivery shall be by appointment only. The Contractor or Vendor shall label all 15 equipment and paperwork with the Contract number prior to delivery. 16 17 The Contracting Agency will limit testing to 25 calendar days for two controller and 18 cabinet assemblies with 2 additional calendar days for each additional controller and 19 cabinet assembly. Shop testing may extend beyond the allowed test period if a 20 cabinet assembly fails any test. 21 22 Shop Testing shall consist of a Compliance Test, a Cabinet Functional Test, and a 23 Controller Functional Test. 24 25 Compliance Test 26 Contracting Agency personnel will verify that all equipment provided meets the 27 requirements of the Plans and all applicable Specifications. This includes 28 verification of cabinet documentation, including two cabinet wiring diagrams 29 and a wiring diagram and maintenance manual for all auxiliary equipment 30 furnished in each cabinet. Any documents found to be in error shall be 31 corrected by the Vendor and delivered to the Shop before the cabinet will be 32 released. Equipment such as display panel labels, fiber optic patch panels and 33 communications equipment that is to be installed in the field by the contractor 34 is not required for shop testing. 35 36 Cabinet Functional Test 37 Contracting Agency personnel will energize each cabinet and verify that all 38 equipment operates correctly according to all applicable Specifications. 39 40 Controller Functional Test 41 Contracting Agency personnel will test all controllers provided for proper 42 operation per all applicable Specifications. Controllers may be tested 43 separately or in conjunction with the Cabinet Functional Test. 44 45 If a cabinet fails any part of the test, the Engineer will be notified and the cause of 46 the failure shall be corrected by the Contractor or Vendor. 47 48 A failed component that can be easily removed without the use of tools (e.g., load 49 switch, loop amp, etc.) shall be replaced by the Contractor or Vendor. After 50 replacement of the faulty component, the cabinet shall be tested again. 51 52 Any cabinet that requires troubleshooting or repairs beyond replacement of a Project Roxy SR 531/43rd Roundabout December 2021 36 1 pluggable component shall be rejected and removed from the Shop by the Contractor 2 or Vendor for repairs or replacement. The repaired or replaced cabinet shall be 3 returned to the Shop and fully tested per the above requirements. 4 5 A failed controller shall be repaired or replaced by the Contractor or Vendor and will 6 be re-tested by Contracting Agency personnel. A failed controller will not delay the 7 release of the cabinet. 8 9 The Engineer will notify the Contractor of all rejections. The Contractor or Vendor 10 shall remove all rejected equipment from the Shop within seven calendar days 11 following receipt of the rejection notice. If not removed accordingly, the Shop will 12 forward the equipment to the Contractor, freight collect. 13 14 All equipment except accepted controllers shall be removed from the Shop within 15 seven working days following notice of final approval and acceptance. If not removed 16 accordingly, the shop will forward the equipment to the Contractor freight collect. 17 Accepted controllers shall remain in the shop until requested by the Contractor for 18 the turn-on test. 19 20 The Contractor will not be granted an extension of time for delays caused by rejected 21 equipment. 22 23 Field Test 24 Field testing will commence following the complete installation of the cabinet and 25 controller, including all field wiring, ramp meter signal displays, flashers, loops, etc., 26 as required by the contract. This testing will consist of Set-up, System Compliance 27 Test, System Functional Test and a Turn-on Test for Ramp Meter installations. 28 29 Set-up 30 Following notification from the Engineer that the data station or ramp meter 31 system is fully installed, Contracting Agency personnel will install the controller 32 and set up the cabinet for operation. This includes connecting the controller to 33 the communications system, assigning and setting the controllerâ€™s drop address 34 and tuning loop amplifiers. 35 36 System Compliance Test 37 Contacting Agency personnel will verify that all equipment is installed per the 38 Plans and all applicable Specifications. This will include communications gear, 39 fiber-optic patch panels, field wiring, cabinet labels, display panel labels, ramp 40 meter signal display placement, stop line placement, loop placement and 41 alignment, signage and any other equipment required by the Contract. 42 43 System Functional Test 44 Contracting Agency personnel will verify that the cabinet and control assembly 45 and all associated field equipment operate correctly according to all applicable 46 Specifications. This includes verification of communications with the TMC, 47 verification that all inductive loops are installed and terminated per the Plans, 48 verification that all loops detect traffic in the lanes specified in the Plans, 49 verification that all flashers operate correctly, verification that all ramp meter 50 signal displays turn on and operate correctly. 51 52 Ramp Meter Turn-On Project Roxy SR 531/43rd Roundabout December 2021 37 1 In any cabinet that is to be used as a ramp meter, the Advanced Warning Sign 2 (AWS) flasher and ramp meter signal displays shall be disabled until the ramp 3 meter is ready to be turned on. Ramp metering shall not begin until all three 4 field tests above are completed satisfactorily. Any failures or discrepancies shall 5 be corrected by the Contractor prior to operating the ramp meter. Within 72 6 hours before ramp metering is scheduled to begin, Contracting Agency 7 personnel will verify that all cabinet equipment is set up and ready for metering 8 operations. This includes ensuring the AWS flasher and all ramp meter signal 9 displays functioning properly. 10 11 8-20.3(11).GR8 12 Testing 13 14 8-20.3(11).INST1.ESP.DT1 15 Section 8-20.3(11) is supplemented with the following: 16 17 8-20.3(11).OPT1.ESP.DT1 18 (NWR ESP August 25, 2020) 19 Communication Cable Acceptance Testing 20 Communications cable acceptance testing shall be performed for each pair of 21 conductors. Acceptance testing shall commence only after all communication cable 22 is installed, and all splices have been completed, with the exception of the splices 23 connecting the new cable to existing cable. If any test fails, repairs shall be made by 24 the Contractor and the entire test series shall be repeated. 25 26 Three tests shall be performed on each cable installation. All tests shall be 27 conducted in the presence of the Engineer. The Contractor shall provide the 28 necessary test equipment, perform the tests, and document the results. When the 29 tests are completed, whether successful or not, the test result documentation shall 30 be provided to the Engineer. All tests shall be conducted on all pairs in the 31 communication cable to each cable drop point. Seven calendar days notice shall be 32 given by the Contractor prior to performing any of the tests. 33 34 For each arterial all testing shall be conducted from the same cable drop point. 35 36 Continuity Test: 37 The continuity test shall be made on each conductor as well as the cable shield. 38 Each conductor and/or shield shall show a resistance of not more than 20 ohms 39 per 1,000 feet of conductor. The resistance of each conductor shall be recorded. 40 41 Insulation Test: 42 The insulation test shall be measured on each insulated conductor with all other 43 conductors in the cable (including cable shield) grounded. The measurement 44 shall be made with a DC potential of not less than 60% and not more than 90% 45 of the insulation rating for 1 minute. Insulation resistance shall exceed 5,000 46 megohm-miles. The insulation resistance of each conductor shall be recorded. 47 48 Frequency Response and Noise Test: 49 The frequency response and noise tests shall be performed on each pair of 50 conductors. All tests shall be made using transmission test instruments 51 designed especially for use on data circuits. Two such instruments are required; 52 one for use at the designated testing location and the other for use at each cable Project Roxy SR 531/43rd Roundabout December 2021 38 1 drop location. 2 3 The test sets shall be subject to approval by the Engineer prior to the start of the 4 tests. 5 6 The first test shall measure frequency response from the test location to each 7 cable drop. A tone of 0 dBm shall be applied to the transmitting end and the 8 signal level shall be measured at the receiving end. The cable pair being tested 9 shall be isolated from ground and terminated in 600 ohms at both test locations. 10 A 10,000 ohm resistor shall terminate the same pair at all other cable drop 11 locations. The test shall be performed at frequencies of 300, 500, 700, 1,004, 12 1,500, 2,300 and 3,000 Hz. The received tone shall be: 13 14 Greater than minus 16 dBm at 1,004 Hz. 15 16 2 dB gain to 8 dB loss with respect to the level at 1,004 Hz over the 17 frequency range of 500 to 2,500 Hz. 18 19 2 dB gain to 12 dB loss with respect to the level at 1,004 Hz over the 20 frequency ranges of 300 to 500 Hz and 2,500 to 3,000 Hz. 21 22 The second test shall measure circuit or background noise. The cable pair being 23 tested shall be terminated the same as in the previous test. A C-message filter 24 in the test set shall restrict the spectrum to the range normally used for voice- 25 grade data circuits. The noise level shall be at least 13 dB below the lowest 26 signal level measured in the first test. 27 28 All test data shall be recorded in an approved format. Cables that fail the tests shall 29 be repaired or replaced as directed by the Engineer. 30 31 8-20.3(14)C.GR8 32 Induction Loop Vehicle Detectors 33 34 8-20.3(14)C.INST1.ESP.DT1 35 Item No. 1 and the last sentence of Item No. 3 of Section 8-20.3(14)C are deleted. 36 37 8-20.3(14)C.INST2.ESP.DT1 38 Section 8-20.3(14)C is supplemented with the following: 39 40 8-20.3(14)C.OPT1.ESP.DT1 41 (NWR ESP August 25, 2020) 42 Round Loops 43 Round loops shall be constructed in accordance with the following requirements: 44 45 1. Loop conductor and lead in cable shall conform to these Special 46 Provisions. 47 48 2. Round sawcuts shall be six feet in diameter and shall be constructed 49 using equipment designed for cutting round loops. The equipment 50 shall use a concave, diamond-segmented blade. The sawcuts shall be 51 normal to the pavement surface and shall be a minimum of 0.25 inches 52 wide. The sawcut depth shall be a minimum of 2-5/8 inches and a Project Roxy SR 531/43rd Roundabout December 2021 39 1 maximum of 3 inches measured at any point along the perimeter, 2 except on bridge decks. Other methods of constructing the round 3 sawcut, such as anchoring a router or flat blade saw, will not be 4 allowed. 5 6 3. The bottom of the sawcut shall be smooth. No edges created by 7 differences in sawcut depths will be allowed. 8 9 4. All sawcut corners shall be rounded to a minimum 1.5 inch radius. 10 11 5. All sawcuts shall be cleaned with a 1000 psi high pressure washer as 12 certified by the manufacturer's label on the machine or as measured 13 by an in line pressure gauge. Wash water and slurry shall be 14 vacuumed out and the sawcut shall be blown dry with compressed air. 15 Disposal of the wash water and slurry shall comply with the 16 requirements of Section 1-07.5(3) and the Special Provision LEGAL 17 RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 18 19 6. Loops shall be installed after grinding and prior to the final lift of 20 roadway surfacing material. 21 22 7. The conductor shall be installed one turn on top of the previous turn. 23 All turns shall be installed in a clockwise direction. The conductors 24 shall be secured to prevent floating with 2-inch lengths of high 25 temperature foam backer rod sized for a snug fit. The backer rod shall 26 be spaced at 2-foot intervals around the perimeter of the sawcut and 27 at corners. 28 29 8. Installation of the sealant shall completely encapsulate the loop 30 conductors. A minimum of one inch of sealant shall be provided 31 between the top of the conductors and the top of the sawcut. The top 32 of the sealant shall be flush to 1/8 inch below the top of the sawcut. 33 34 9. Use of kerosene solvent is prohibited. 35 36 8-20.3(14)C.OPT2.ESP.DT1 37 (NWR ESP August 25, 2020) 38 Loop Sealant 39 Loop sealants shall be installed per manufacturerâ€™s recommendations. 40 41 If 3M Black 5000 sealant is used, it shall be installed so that the sealant is 42 protected from wheel tracking prior to the sealant being fully cured. When 3M 43 Black 5000 loop sealant is installed below the final lift of an HMA installation, a 44 minimum of 5 consecutive days of cure time is required before the final lift is 45 installed. 46 47 8-20.3(14)C.OPT3.ESP.DT1 48 (NWR ESP August 25, 2020) 49 Existing Traffic Loops 50 The Contractor shall notify the Area Traffic Engineer through the Engineer a 51 minimum of five working days in advance of pavement removal or grinding in 52 areas with existing loops. Project Roxy SR 531/43rd Roundabout December 2021 40 1 2 If the Engineer suspects that damage to any loop, not identified in the Plans as 3 being replaced, may have resulted from Contractorâ€™s operations or is not 4 operating adequately, the Engineer may order the Contractor to perform the field 5 tests specified in Section 8-20.3(14)D. The test results shall be recorded and 6 submitted to the Engineer. Loops that fail any of these tests shall be replaced. 7 8 Loops that fail the tests, as described above, and are replaced shall be installed 9 in accordance with current Contracting Agency design guidelines and Standard 10 Plans, as determined by the Engineer. 11 12 If traffic signal loops that fail the tests, as described above, are not replaced and 13 operational within 48 hours, the Contractor shall install and maintain interim 14 video detection until the replacement loops are operational. The type of interim 15 video detection furnished shall be approved by the Engineer prior to installation. 16 17 8-20.3(14)D.GR8 18 Test for Induction Loops and Lead-in Cable 19 20 8-20.3(14)D.INST1.ESP.DT1 21 Section 8-20.3(14)D is supplemented with the following: 22 23 8-20.3(14)D.OPT1.ESP.DT1 24 (NWR ESP August 25, 2020) 25 Existing Induction Loop Tests 26 Test A and Test D are revised as follows: 27 28 Test A - The DC resistance between the 2 lead-in cable wires, including the 29 loop, shall be measured by a volt ohmmeter. The resistance shall not 30 exceed 5-ohms or lower the Q of the circuit below 5 where Q is equal to the 31 â€œInductive Impedance @ 50 kHzâ€ divided by â€œResistanceâ€. 32 33 Test D - An inductance test shall be made to determine the inductance level 34 of each inductance loop. The Contractor shall record the inductance level 35 of each inductance loop installed on the project and shall furnish the 36 findings to the Engineer. An induction level, as measured from the controller 37 cabinet, below 50-microhenries is considered a failure. 38 39 8-20.3(14)D.OPT2.ESP.DT1 40 (NWR ESP August 25, 2020) 41 Existing Lead-in Cable Test 42 When new induction loops are scheduled to be installed and spliced to an 43 existing two-conductor shielded detector lead-in cable, the Contractor shall 44 perform the following: 45 46 1. Disconnect the existing detector lead-in cable in the controller cabinet 47 and at the loop splice. 48 2. Megger test both detector lead-in cable conductors. A resistance 49 reading of less than 100-megohms is considered a failure. 50 3. Detector lead-in cables that fail the test shall be replaced and then 51 retested. 52 4. After final testing of the detector lead-in cable, the loop installation shall Project Roxy SR 531/43rd Roundabout December 2021 41 1 be completed and the loop system tested according to Tests A, C and 2 D. 3 5. Connect the detector lead-in cables in the controller cabinet. 4 5 8-20.3(14)D.OPT3.ESP.DT1 6 (NWR ESP August 25, 2020) 7 Existing Loop Test 8 When two-conductor shielded detector lead-in cable is scheduled to be installed 9 and spliced to an existing loop, the Contractor shall perform the following: 10 11 1. Disconnect the existing loop from the detector lead-in splice. 12 2. Megger test the existing loop wire. A resistance reading of less than 13 100-megohms is considered a failure. 14 3. Loops that fail the test shall be replaced and then retested. 15 4. After the final testing of the loops, the detector lead-in cable installation 16 shall be completed and the loop system tested according to Tests A, C 17 and D. 18 19 8-20.3(14)C.GR8 20 Induction Loop Vehicle Detectors 21 22 8-20.3(14)C.INST1.ITS.DT1 23 Section 8-20.3(14)C is supplemented with the following: 24 25 8-20.3(14)C.OPT1.ITS.DT1 26 (NWR ITS August 25, 2020) 27 ITS Traffic Data and Speed Induction Loop Detectors - Spacing 28 Traffic data and speed loops shall be installed 17 feet (Â± 1 inch) apart, measured 29 from leading edge to leading edge in each lane, as detailed in the ITS Plans. 30 Loop spacing not meeting this requirement shall be reinstalled, by the 31 Contractor, in accordance with these provisions at no additional charge to the 32 Contracting Agency. 33 34 With the approval of the Engineer, the loop lead in junction box and the entire 35 loop array (set) may be shifted up to 100 ft maximum, where the plan loop 36 locations call for the loops to be installed in existing pavement with joints or 37 severe cracking. If required, additional conduit and junction boxes necessary 38 for loop shifting shall be addressed in accordance with Section 1-04.4. 39 40 8-20.3(17).GR8 41 â€œAs Builtâ€ Plans 42 43 8-20.3(17).INST1.ITS.DT1 44 Section 8-20.3(17) is supplemented with the following: 45 46 8-20.3(17).OPT1.ITS.DT1 47 (NWR ITS August 25, 2020) 48 As-Built Records 49 The Contractor shall provide the Engineer with a cable route diagram for all installed 50 fiber optic and twisted pair cables. The diagram shall show the actual cable routes 51 and "meter marks" where each cable enters and exits pull boxes, cable vaults, 52 junction boxes, splices and termination points. The Contractor shall record these Project Roxy SR 531/43rd Roundabout December 2021 42 1 points during cable installation. The diagram shall also include all ITS device 2 locations as well as the location and quantity of slack cable. The cable route diagram 3 shall be submitted to the Engineer as part of the Fiber Cable Testing documentation. 4 5 8-20.4.GR8 6 Measurement 7 8 8-20.4.INST1.ESP.DT1 9 Section 8-20.4 is supplemented with the following: 10 11 8-20.4.OPT1.ESP.DT1 12 (NWR ESP August 25, 2020) 13 Induction loop type ___ will be measured per each complete installation. 14 15 8-20.4.OPT2.ESP.DT1 16 (NWR ESP August 25, 2020) 17 Grounding existing junction box will be measured per each junction box properly 18 grounded. 19 20 8-20.5.GR8 21 Payment 22 23 8-20.5.INST1.GR8 24 Section 8-20.5 is supplemented with the following: 25 26 8-20.5.OPT1.ITS.DT1 27 (NWR ITS August 25, 2020) 28 â€œClosed Circuit Television Systemâ€, lump sum. 29 â€œCommunication Conduit Systemâ€, lump sum. 30 â€œCommunication Cables and Interfacesâ€, lump sum. 31 â€œVideo, Voice & Data Distribution & Transmission Systemâ€, lump sum. 32 â€œHighway Advisory Radio Systemâ€, lump sum. 33 â€œVariable Message Signâ€, lump sum. 34 â€œEnvironmental Sensor Stationâ€, lump sum. 35 â€œPermanent Traffic Recorder Stationâ€, lump sum. 36 37 The lump sum Contract price for â€œClosed Circuit Television Systemâ€, â€œCommunication 38 Conduit Systemâ€, â€œCommunication Cables and Interfacesâ€, â€œVideo, Voice & Data 39 Distribution & Transmission Systemâ€, â€œHighway Advisory Radio Systemâ€, â€œVariable 40 Message Signâ€, â€œEnvironmental Sensor Stationâ€, and â€œPermanent Traffic Recorder 41 Stationâ€, shall be full payment for the construction of the complete Intelligent 42 Transportation System, modifying existing systems, or both, as shown in the Plans and 43 herein specified including excavation, backfilling, concrete foundations, conduit, wiring, 44 restoring facilities destroyed or damaged during construction, salvaging existing 45 materials, and for making all required tests. All additional materials and labor, not shown 46 in the Plans or called for herein and which are required to complete the Intelligent 47 Transportation System, shall be included in the lump sum Contract price. 48 Project Roxy SR 531/43rd Roundabout December 2021 43 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PANATTONI ARLINGTON INTERSECTION TRAFFIC MITIGATION 90% SUBMITTAL SCHEDULE OF DRAWINGS SHT. NO. DWG. NO. DESCRIPTION 01 CVR COVER SHEET 02 - 03 AL-1 - AL-1B HORIZONTAL CONTROL PLAN 04 - 05 EC-1 - EC-1B EXISTING CONDITIONS AND SURVEY CONTROL PLANS 06 - 07 RM-1 - RM-1B REMOVAL AND T.E.S.C PLANS 08 RM-2 EROSION CONTROL DETAILS 09 - 11 XS-1 - XS-2B TYPICAL ROADWAY SECTIONS 12 XS-3 CURB DETAILS 13 - 14 PV-1 - PV-1B PAVING PLAN 15 PV-2 TRUCK APRON JOINTING DETAIL 16 - 20 PP-1 - PP-2D 172ND ST NE PLAN AND PROFILE 21 PP-3 43RD AVE NE PLAN AND PROFILE 22 - 23 SD-1 - SD-1B 172ND ST NE STORM DRAINAGE PLANS AND PROFILE 24 SD-2 43RD AVE NE STORM DRAINAGE PLANS AND PROFILE 25 SD-3 STORM DRAINAGE DETAILS 26 - 27 ADA-1 - ADA-2 ACCESSIBILITY DETAILS 28 - 32 PM-01 - PM-05 PAVEMENT MARKING PLAN 33 - 38 SG-01 - SG-06 SIGNING PLAN 39 - 40 IL-01 - IL-02 ILLUMINATION PLAN 41 - 49 TS-01 - TS-09 FIBER AND RRFB PLAN 50 - 57 TCP-01 - TCP-08 TRAFFIC CONTROL PLAN VICINITY MAP Call N.T.S. before you D g. 8-1-1 or 1-800-424-5555 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - CVR DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 01 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM COVER SHEET 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET 74+00 43RD AVENUE NE 400.00' N1Â° 35' 20"E 172ND HOLDINGS LLC 31052100304800 CORP OF PRESIDING BISHOP OF LDS 73+00 31052100304300 46.00' STA:4+14.86, 78.00' LT STA:3+68.91, 74.49' LT 30.00' 16.00' STA:4+28.86, 78.20' LT PROPOSED RIGHT-OF-WAY STA:2+16.33, 40.00' LT (2,150 SF) STA:3+36.03, 54.00' LT STA:4+57.27, 50.00' LT 172ND HOLDINGS LLC 31052100304800 STA:2+76.35, 54.00' LT MATCHLINE STA 11+00 SHEET PROPOSED RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY (13,310 SF) (125 SF) WSDOT ROW 72+00 WSDOT ROW BP: 0+00.00 54.00' 172ND ST NE STA: 4+00 = 40.00' 43RD AVE NE STA: 71+46.00 0+00 PI: 4+00.00 1+00 (STA: 176+10.33 PER WSDOT 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 172ND ROW PLANS) 86.00' 400.00' 4+00 PI: 71+46.00 5+00 80.00' S87Â° 34' 26"E 6+00 N 423183.60 2610.44' 7+00 BP: 11+25.23 8+00 E 1313201.08 9+00 50.00' 50.00' N 423109.13 30.00' 10+00 11+00 90.7Â° 89.3Â° E 1313737.67 172ND ST NE WSDOT ROW STA:1+10.57, 46.00' RT 11+25 WSDOT ROW 71+00 STA:1+10.62, 50.00' RT WAL-MART STORES INC STA:3+31.56, 50.00' RT 12+00 31052800207000 13+00 HERITAGE BANK 14+00 STA:4+74.68, 30.00' RT 15+00 31052800207000 16+00 AHBL #102 PI: 11+87.10 AMAZON.COM SERVICES LLC S73Â° 57' 35"E N 423135.39 31052800100500 STA:3+69.07, 82.69' RT 61.87' E 1313663.02 PROPOSED RIGHT-OF-WAY S87Â° 31' 16"E AHBL #103 EL: 125.47 765.32' N 423123.27 AL-1B NAIL AND WASHER OUTSIDE EDGE OF SHARED USE PATH E 1314257.93 68.00' STA:4+36.88, 67.68' RT EL: 123.64 NAIL AND WASHER PROPOSED RIGHT-OF-WAY (458 SF) 70+00 32.00' 36.00' HERITAGE BANK NOTES ALIGNMENT LEGEND 31052800207000 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. 1732490 (TITLE 202151-SC, ITEM 10) 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE 1146.00' CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER N1Â° 41' 03"E WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM 69+00 CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. 43RD AVENUE NE TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 2 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N NOTES ALIGNMENT LEGEND GRAPHIC SCALE 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW 0 20 40 80 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 1" = 40 FEET 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, MATCHLINE STA 22+00 SEE BELOW MATCHLINE STA 11+00 SHEET BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 BP: 40+00.00 40+00 15+00 16+00 N 423116.85 S78Â° 06' 24"E 17+00 18+00 E 1314405.76 239.15' 30.00' 19+00 41+00 172ND ST NE 20+00 21+00 PI: 42+39.15 22+00 S87Â° 31' 16"E 415.02' 42+00 WSDOT ROW PI: 46+54.17 17+00 18+00 43+00 19+00 44+00 45+00 20+00 46+00 47+00 48+00 PC: 19+52.42 49+00 50+00 21+00 Î”=9Â°27'35" 22+00 23+00 R=65.00' 24+00 L=10.73' PT: 20+30.88 25+00 26+00 27+00 PT: 19+63.16 AL-1 AMAZON.COM SERVICES LLC Î”=9Â°27'35" S87Â° 31' 16"E 31052800100500 S78Â° 03' 41"E R=75.00' 533.85' OUTSIDE EDGE OF SHARED USE PATH PI: 25+64.73 55.34' L=12.38' PROPOSED RIGHT-OF-WAY OUTSIDE EDGE OF RIGHT TURN LANE S89Â° 37' 21"E 299.98' PC: 20+18.50 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 50.00' 24+00 25+00 26+00 27+00 80.00' PI: 30+10.44 28+00 EP: 31+10.44 S89Â° 17' 56"E 29+00 746.34' S89Â° 55' 31"E 30+00 31+00 172ND ST NE 90.00' S88Â° 30' 27"E 250.23' 50+00 51+00 52+00 53+00 30.00' EP: 56+50.74 100.00' WSDOT ROW 54+00 PI: 54+00.51 55+00 56+00 56+51 N 423040.16 31+10 E 1316050.93 28+00 29+00 30+00 31+00 32+00 PI: 28+64.71 65.00' 33+00 OUTSIDE EDGE OF PC: 32+34.76 S87Â° 31' 16"E SHARED USE PATH Î”=19Â°50'45" 34+00 370.05' R=159.99' 35+00 OUTSIDE EDGE OF RIGHT TURN LANE 35+56 L=55.42' PROPOSED RIGHT-OF-WAY AMAZON.COM SERVICES LLC PRC: 32+90.18 Î”=20Â°10'49" PT: 33+53.57 31052800100500 R=179.99' L=63.39' S87Â° 51' 20"E N 422970.75 202.09' E 1316159.25 EP: 35+55.66 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1B B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 3 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT SET REBAR AND CAP LUMINAIRE 1" = 40 FEET BASIS OF BEARING FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT N1Â° 35' 20"E DECIDUOUS TREE AS NOTED SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW CORP OF PRESIDING ROOF DRAIN BISHOP OF LDS 73+00 CABLE RISER STRAIGHT ARROW 31052100304300 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW MATCHLINE STA 11+00 SHEET 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 10+00 50.00' 30.00' 11+00 172ND ST NE WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' EC-1B 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 4 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE SURVEY CONTROL PLANS 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON 1" = 40 FEET ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. MATCHLINE STA 11+00 SHEET MATCHLINE STA 22+00 SEE BELOW WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW AMAZON.COM SERVICES LLC 31052800100500 EC-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW EXISTING LEGEND FOUND MONUMENT AS NOTED P POWER MANHOLE HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT 22+00 T 23+00 T SET REBAR AND CAP LUMINAIRE 50.00' 24+00 25+00 FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE 26+00 80.00' MONITORING WELL TELEPHONE RISER 27+00 28+00 BOLLARD TELEPHONE VAULT 29+00 172ND ST NE 30+00 31+00 MAIL BOX FIRE HYDRANT S88Â° 30' 27"E SIGN AS NOTED IRRIGATION CONTROL VALVE 30.00' 100.00' WSDOT ROW 31+10 UNKNOWN VAULT WATER METER GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED TEST PIT DECIDUOUS TREE AS NOTED AMAZON.COM SERVICES LLC SANITARY SEWER MANHOLE 31052800100500 STORM CLEANOUT LEFT TURN ARROW STORM CATCH BASIN STORM MANHOLE RIGHT TURN ARROW T ROOF DRAIN CABLE RISER STRAIGHT ARROW GAS METER STORM LINE GAS VALVE SEWER LINE WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE GUY ANCHOR FENCE UTILITY POWER POLE ASPHALT JUNCTION BOX CONCRETE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1B B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 5 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE SURVEY CONTROL PLANS 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. PROTECT EXISTING 400.00' STORM DRAINAGE N1Â° 35' 20"E 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 CORP OF PRESIDING 11 EXISTING SIGN TO BE RELOCATED. BISHOP OF LDS 73+00 31052100304300 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW 3 OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN 54.00' 13 TREES STORM DRAINAGE 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' 2+00 16 S87Â° 34' 30"E 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 10+00 50.00' 5 30.00' 11+00 172ND ST NE WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 11 16 5 2 13 12 5 9 14 3 6 17 8 3 1 17 WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 PROTECT EXISTING 6 HYDRANT EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED DEMOLITION NOTE TRAFFIC SIGNALS TO BE REMOVED. REMOVED CAMERA SHALL BE RETURNED TO WSDOT. 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. TESC AND DEMOLITION LEGEND NOTE WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY POLES, GUY LOOPS TO BE REMOVED N WIRES, AND OVERHEAD POWER LINES EXCEPT WHERE NOTED ON SAWCUT LINE GRAPHIC SCALE THE PLANS. NOTIFY ENGINEER WITH ANY CONFLICTS. SILT FENCE ASPHALT PAVEMENT TO REMAIN 0 20 40 80 CURB REMOVAL CONCRETE SIDEWALK TO REMAIN 1" = 40 FEET DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN MATCHLINE STA 11+00 SHEET CATCH BASIN TO REMAIN MATCHLINE STA 22+00 SEE BELOW CATCH BASIN TO BE REMOVED WSDOT ROW EXISTING FIBER LINE SHALL BE MAINTAINED AND KEPT OPERATIONAL SAWCUT LINE (TYP.) THROUGHOUT CONSTRUCTION 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE SAWCUT LINE (TYP.) 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW 5 5 3 EXISTING FIBER LINE SHALL BE 11 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING RM-1 THROUGHOUT CONSTRUCTION 2 AMAZON.COM SERVICES LLC HYDRANT REMOVE EXISTING 31052800100500 6 EXISTING FIBER LINE SHALL BE NEW IMPROVEMENTS (TYP.) GRAVEL DRIVEWAY 3 MAINTAINED AND KEPT OPERATIONAL 2 2 THROUGHOUT CONSTRUCTION DEMOLITION ON PRIVATE PROPERTY UNDER SEPARATE PERMIT MATCHLINE STA 22+00 SEE ABOVE KEYNOTES WSDOT ROW 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. 5 3 REMOVE EXISTING TREE SAWCUT LINE (TYP.) SAWCUT LINE (TYP.) 3 PROTECT EXISTING GAS LINE. 22+00 T 23+00 T 24+00 50.00' 25+00 4 PROTECT EXISTING CULVERT. 26+00 27+00 80.00' 28+00 5 PROTECT EXISTING WATER UTILITY. 29+00 30+00 172ND ST NE 31+00 S88Â° 30' 27"E 6 PROTECT EXISTING SURVEY MARKER. 30.00' 100.00' WSDOT ROW 31+10 7 PROTECT EXISTING SERVICE CABINET. 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. 9 PROTECT COMMUNICATIONS PEDESTAL. PROTECT EXISTING 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. HYDRANT 11 5 T 11 EXISTING SIGN TO BE RELOCATED. PROTECT EXISTING REMOVE EXISTING NEW IMPROVEMENTS (TYP.) HYDRANT WATER METER AND 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. VALVE AMAZON.COM SERVICES LLC 11 2 31052800100500 13 EXISTING JUNCTION BOX TO BE RELOCATED. 14 EXISTING STREET LIGHT TO BE RELOCATED. 51ST AVE NE 15 EXISTING SERVICE CABINET TO BE RELOCATED. REMOVE EXISTING GRAVEL DRIVEWAY DEMOLITION ON PRIVATE DEMOLITION ON ALONG 16 PROTECT EXISTING SANITARY SEWER. PROPERTY UNDER 51ST AVENUE NE UNDER SEPARATE PERMIT SEPARATE PERMIT 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1B B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 7 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-2 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 8 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM EROSION CONTROL DETAILS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) ROADWAY CL 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) VARIES 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 3' PAVED SPLITTER ISLAND 3' PAVED 8' SIDEWALK BUFFER PAVEMENT WIDTH VARIES WIDTH VARIES PAVEMENT WIDTH VARIES BUFFER 10' (TYPICAL) SIDEWALK 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 1.5% 1.5% 1' VARIES 1' 1.5% 1.5% 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER VARIES VARIES NOT STEEPER NOT STEEPER THAN 4H:1V 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) THAN 4H:1V 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 4 19 19 4 14 13 13 14 3 8 8 3 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 8 3 2 1 19 1 2 3 8 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 3 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. NE 172ND ST SECTION A NE 172ND ST STA: 1+62.13 TO STA: 3+40.03 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) A NOT TO SCALE 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 17 2' QUARRY SPALLS ROADWAY CL 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 BUFFER WIDTH THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. SHOULDER VARIES 3' MIN. LANE LANE WIDTH 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 5' SIDEWALK WIDTH VARIES WIDTH VARIES VARIES 1.5% VARIES VARIES NOT STEEPER 1 MATCH EXISTING NOT STEEPER 30.0' PAVEMENT ELEVATION THAN 4H:1V THAN 4H:1V 4 13 14 8 13 14 14 13 2 1 1 2 3 1 2 SAWCUT LINE PER PLAN EXISTING PAVEMENT SECTION 43RD AVE NE ROADWAY SECTION B 43RD AVE NE STA: 72+72.13 TO STA: 73+18.31 B NOT TO SCALE ASPHALT PAVEMENT GRIND AND INLAY 1 NOT TO SCALE CENTER OF ROUNDABOUT CENTRAL ISLAND WIDTH VARIES CIRCULATING ROADWAY TRUCK APRON TRUCK APRON CIRCULATING ROADWAY VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES 10' MAX 3' PAVED 3' PAVED 8' SIDEWALK BUFFER BUFFER 10' (TYPICAL) SIDEWALK VARIES VARIES 1.5% 2.0% 20 2.0% 1.5% 1.5% 3% MAX 3 3% MAX 1.5% NOT STEEPER THAN 4H:1V NOT STEEPER 17 17 THAN 4H:1V 4 19 19 4 14 13 3 2 3 7 10 9 9 10 7 3 2 3 13 14 8 1 1 8 CENTER OF ROUNDABOUT SECTION C C NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 9 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY CL EXISTING SIDEWALK TO REMAIN WIDTH VARIES BUFFER VARIES WIDTH VARIES SPLITTER ISLAND PAVEMENT WIDTH VARIES WIDTH VARIES LANE WIDTH VARIES 4' BUFFER 5' SIDEWALK ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 1' VARIES 1' 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 1.5% VARIES VARIES NOT STEEPER THAN 4H:1V 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 4 13 14 14 13 14 13 8 8 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 8 3 2 1 11 1 2 3 8 12 43RD AVE NE ROADWAY SECTION D 6 NOT USED 43RD AVE NE STA: 69+57.01 TO STA: 70+73.84 D NOT TO SCALE 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER ROADWAY CL 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE EXISTING LANE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. WIDTH VARIES 12' LANE 4' BUFFER 5' SIDEWALK 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 1.5% 13 0.33' TOP SOIL, TYPE A NOT STEEPER THAN 4H:1V 14 SEEDING, FERTILIZING, AND MULCHING 4 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 14 13 14 13 18 8 3 2 1 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 43RD AVE NE ROADWAY SECTION E 43RD AVE NE STA: 68+24.06 TO STA: 69+57.01 E 17 2' QUARRY SPALLS NOT TO SCALE 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY ROADWAY CL 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION VARIES 5' ASPHALT PAVEMENT SPLITTER ISLAND PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1' VARIES 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 19 THAN 4H:1V 13 14 3 3 2 1 3 1 2 3 14 13 15 13 14 NE 172ND ST SECTION F 16 NE 172ND ST STA: 4+82.83 TO STA: 6+65.43 F NOT TO SCALE ROADWAY CL 5' ASPHALT PAVEMENT PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 THAN 4H:1V 13 14 3 2 1 1 2 3 14 13 15 13 14 NE 172ND ST SECTION G NE 172ND ST STA: 6+65.43 TO STA: 8+77.23 16 G NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 10 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 17 2' QUARRY SPALLS EXISTINGRIGHT-OF-WAY 30.0' VARIES 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 2.0' FLAT GRAVEL 19 PROPOSED RIGHT-OF-WAY THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTING VARIES 10.0' PERVIOUS PAVEMENT VARIES 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 14.0'Â± PATHWAY VARIES 16.0'Â± REFER TO PRIVATE 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION EXISTING RIGHT-OF-WAY CENTERLINE 4:1 MAXIMUM SLOPE 15 SHARED USE PATH EXISTING EDGEOF PAVEMENT PROFILE GRADES 16 EG = 121.5Â± NE 172ND ST SECTION H H SCALE: 1" = 5' EXISTINGRIGHT-OF-WAY 30.0' VARIES 2.0' WIDE PAVED 2.0' FLAT GRAVEL INSIDE SHOULDER 2.0' WIDE PAVED 2.0' WIDE LEVEL SPREADER OUTSIDE SHOULDER MATCH ROADWAY SLOPE 10.0' PERVIOUS 1.0' FLAT EXISTING BUFFER PATHWAY VARIES 6.0' PAVEMENT VARIES 11.0' LANE WIDTH 14.0'Â± CAVFS VARIES 16.0'Â± VARIES PROPOSED RIGHT-OF-WAY 2 SHARED USE PATH SD-3 PROFILE GRADES RIGHT TURN LANE VARIES EXISTING RIGHT-OF-WAY CENTERLINE 2.0% REFER TO PRIVATE PROFILE GRADES 4.0% 1.5% TYP. 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION 4:1 MAXIMUM SLOPE 1" DROP EXISTING EDGEOF PAVEMENT 13 14 1 2 3 15 16 EG: 123.5Â± NE 172ND ST SECTION I I SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2B B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 11 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-3 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 12 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM CURB DETAILS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PAVING LEGEND N SAWCUT LINE SEE RM-1 GRAPHIC SCALE 0.15' GRIND AND INLAY SEE XS-1 0 20 40 80 HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 1" = 40 FEET PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 74+00 PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 43RD AVENUE NE CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 PAVING NOTES CURB 1 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER (RC&G) WSDOT STD. PLAN F-10.18 3' SMOOTH CURB 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. TRANSITION CURB 2 ROUNDABOUT CEMENT 172ND HOLDINGS LLC 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL CONCRETE CURB AND GUTTER WSDOT STD. PLAN F-10.18 31052100304800 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM L35 CAPABLE OF PERFORMING SUCH WORK. ROUNDABOUT CENTRAL ISLAND CORP OF PRESIDING L38 BISHOP OF LDS B 73+00 CEMENT CONCRETE CURB WSDOT STD. PLAN F-10.18 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL 31052100304300 XS-1 PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE *ROUNDABOUT SPLITTER ISLAND L39 C41 LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' NOSING CURB WSDOT STD. PLAN F-10.18 C26 CRUSHED SURFACING BASE COURSE (CSBC). 4 L37 L33 **DETECTABLE WARNING SURFACE WSDOT STD. PLAN F-45.10 ADA-1 C35 4 3' SMOOTH CURB TRANSITION 2 L32 ADA-1 *CONTRACTOR SHALL MODIFY ROUNDABOUT SPLITTER ISLAND NOSING CURB HEIGHT TO MATCH MATCHLINE STA 11+00 SHEET ADA-2 BIORETENTION CELL SPLITTER ISLAND HEIGHT 172ND HOLDINGS LLC C39 C F REFER TO SHEETS 31052100304800 1 C25 XS-2 XS-1 SD-1 TO SD-3 ADA-2 A C38 XS-1 C42 C37 C36 G XS-2 3 4 WSDOT ROW L30 ADA-2 ADA-1 L41 72+00 PRECAST DUAL FACED SLOPED WSDOT ROW MOUNTABLE CURB PER WSDOT C43 4 C47 STANDARD PLAN F-10.64-03 ADA-2 C2 0+00 L1 L43 C24 6 1+00 C1 C23 2+00 ADA-2 C45 5+00 TYPE 2 MAINTENANCE PULLOUT C5 C3 4+00 5 PROVIDE SMOOTH TRANSITION C6 C34 ADA-2 6+00 L27 3+00 BETWEEN NEW CURB AND C4 C48 C32 7+00 L44 C33 L36 8+00 L25 EXISTING CURB 3' SMOOTH CURB TRANSITION C7 C29 C31 L26 9+00 L8 C27 10+00 C28 11+00 L10 172ND ST NE C44 WSDOT ROW C22 L23 L24 C21 BP: 11+25.23 EDGE OF PAVEMENT LINE TABLE C8 11+25 WSDOT ROW 7 1 8 71+00 5 L21 CAVFS ADA-2 ADA-1 ADA-2 ADA-1 PI: 11+87.10 REFER TO SHEETS Line # Length Direction L15 C15 12+00 SD-1 TO SD-3 WAL-MART STORES INC C13 13+00 31052800207000L1 42.45 S87Â° 34' 25.17"EHERITAGE BANK 14+00 31052800207000 172ND ST NE STA: 4+00 = C9 15+00 C20 16+00 L8 75.97 N82Â° 05' 07.75"E 43RD AVE NE STA: 71+46.00 C16 PV-1B L10 13.12 S54Â° 22' 21.86"E C12 9 ADA-2 L15 15.69 S83Â° 11' 56.36"E 5 AMAZON.COM SERVICES LLC L16 84.72 S4Â° 52' 40.25"W ADA-1 31052800100500 5 L17 3.11 N16Â° 54' 10.65"E C10 ADA-1 L16 L18 185.79 N3Â° 06' 04.21"E D 70+00 EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE XS-2 L21 7.43 N78Â° 11' 30.45"E Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length HERITAGE BANK 3' SMOOTH CURB TRANSITION C19 L23 140.27 S89Â° 28' 06.31"E 31052800207000 C1 133.37 514.22 14.86 N84Â° 18' 59"E 133.00 C18 13.98 4.76 168.35 N84Â° 04' 38"W 9.46 C34 1.90 1.00 109.02 S62Â° 54' 27"W 1.63 L24 226.91 N89Â° 14' 44.19"E C2 6.44 3.25 113.49 S41Â° 37' 25"E 5.44 C19 60.86 1584.88 2.20 N7Â° 16' 43"E 60.85 C35 46.79 151.00 17.75 S20Â° 32' 02"E 46.60 C11 C18 L25 15.58 N82Â° 51' 07.10"W 2 C3 21.49 74.32 16.57 S9Â° 25' 12"W 21.41 C20 112.80 90.00 71.81 N39Â° 00' 27"E 105.56 C36 6.69 3.00 127.84 S34Â° 30' 37"W 5.39 ADA-1 L26 5.50 S7Â° 08' 52.90"W C4 2.03 1.00 116.10 S59Â° 11' 20"W 1.70 C21 52.21 389.00 7.69 N78Â° 45' 32"E 52.17 C37 20.99 88.85 13.54 S87Â° 13' 47"W 20.94 L27 225.43 N82Â° 51' 07.10"W C5 72.72 113.50 36.71 N81Â° 06' 48"W 71.48 C22 54.34 385.00 8.09 N86Â° 38' 53"E 54.30 C38 2.15 1.00 123.32 N37Â° 52' 42"W 1.76 L18 L30 32.07 N45Â° 27' 02.62"W C6 103.59 499.00 11.89 S86Â° 28' 45"W 103.40 C23 82.13 322.00 14.61 S89Â° 50' 40"W 81.90 C39 34.48 81.00 24.39 N11Â° 35' 19"E 34.22 L32 14.56 N61Â° 16' 55.50"E 3 69+00 C7 67.61 87.51 44.27 S76Â° 30' 28"E 65.94 C24 81.70 90.00 52.01 N71Â° 27' 23"W 78.92 C41 2.95 1.00 168.95 N83Â° 52' 10"E 1.99 ADA-1 L33 12.41 N89Â° 59' 29.05"W C8 45.98 107.81 24.43 S41Â° 16' 54"E 45.63 C25 45.06 120.00 21.51 N34Â° 41' 39"W 44.79 C42 73.28 55.00 76.34 S36Â° 45' 40"W 67.98 L35 25.46 N3Â° 00' 00.00"W C9 19.73 50.00 22.61 S17Â° 45' 37"E 19.60 C26 36.50 116.95 17.88 N11Â° 56' 27"W 36.36 C43 88.10 323.00 15.63 S83Â° 24' 11"W 87.83 E L36 75.94 S89Â° 37' 43.22"E XS-2 C10 85.16 368.54 13.24 S0Â° 09' 50"W 84.98 C27 25.91 71.93 20.64 S18Â° 43' 05"W 25.77 C44 128.63 56.47 130.51 N72Â° 32' 42"E 102.57 L37 13.98 N0Â° 36' 15.98"W C11 24.33 20.00 69.70 S41Â° 38' 04"W 22.86 C28 2.32 1.00 132.79 S37Â° 21' 26"E 1.83 C45 4.60 5.00 52.67 N19Â° 02' 34"W 4.44 L38 13.47 S12Â° 32' 03.60"E 43RD AVENUE NE 10 C12 48.55 115.26 24.14 N3Â° 15' 18"W 48.20 C29 104.18 413.00 14.45 N83Â° 28' 25"E 103.91 C47 121.81 53.58 130.26 S66Â° 08' 46"W 97.22 ADA-2 L39 34.41 S1Â° 24' 26.19"E WAL-MART STORES INC L17 C13 5.61 3.00 107.23 N43Â° 11' 11"E 4.83 C31 8.85 3.00 169.02 N5Â° 51' 49"E 5.97 C48 3.77 5.00 43.22 S20Â° 35' 38"E 3.68 L41 49.59 S74Â° 57' 15.73"W 00930300000301 3' SMOOTH CURB TRANSITION C15 1.95 1.00 111.54 S27Â° 25' 42"E 1.65 C32 114.28 299.00 21.90 N89Â° 35' 37"W 113.58 L43 22.86 N45Â° 22' 37.48"W C16 26.64 71.00 21.50 S17Â° 35' 38"W 26.48 C33 59.30 89.51 37.96 N81Â° 33' 45"W 58.22 68+00 L44 11.14 S42Â° 12' 05.69"E REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 13 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 PAVING NOTES PAVING LEGEND 1" = 40 FEET 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. SAWCUT LINE SEE RM-1 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL 0.15' GRIND AND INLAY SEE XS-1 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 CRUSHED SURFACING BASE COURSE (CSBC). PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 MATCHLINE STA 22+00 SEE BELOW CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 MATCHLINE STA 11+00 SHEET H XS-2B I XS-2B WSDOT ROW STA:18+00.00, 0.31' LT 11+00 12+00 BEGIN YELLOW PRECAST DUAL STA:19+50.00, 0.19' LT 13+00 FACED SLOPED MOUNTABLE CURB PER END YELLOW PRECAST DUAL BP: 40+00.00 14+00 15+00 WSDOT STANDARD PLAN F-10.64-03 FACED SLOPED MOUNTABLE CURB PER 40+00 16+00 17+00 WSDOT STANDARD PLAN F-10.64-03 19+00 41+00 20+00 21+00 172ND ST NE 22+00 18+00 8.0' WIDE TYPE 3 BARRICADE 42+00 PI: 42+39.15 PER WSDOT STANDARD WSDOT ROW PLAN K-80.20-00 17+00 PC: 19+52.42 18+00 PT: 19+63.16 43+00 19+00 44+00 PI: 46+54.17 45+00 20+00 PC: 20+18.50 46+00 47+00 48+00 49+00 50+00 21+00 ONLY 22+00 10' 23+00 PI: 25+64.73 24+00 AMAZON.COM SERVICES LLC 25+00 31052800100500 PT: 20+30.88 26+00 27+00 PV-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 24+00 172ND ST NE 25+00 26+00 27+00 28+00 29+00 30+00 PI: 54+00.51 31+00 EP: 56+50.74 50+00 51+00 52+00 53+00 WSDOT ROW 54+00 55+00 56+00 56+51 31+10 PI: 28+64.71 28+00 29+00 30+00 PC: 32+34.76 31+00 32+00 PRC: 32+90.18 33+00 PT: 33+53.57 AMAZON.COM SERVICES LLC EP: 35+55.66 34+00 31052800100500 35+00 35+56 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1B B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 14 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N EXPANSION GRAPHIC SCALE 4' (TYP.) JOINT (TYP.) GENERAL NOTES 0 10 20 40 OUTSIDE AND MIDDLE APRON CONCRETE PANELS: DOWEL BARS 1 1" = 20 FEET PER STANDARD PLAN A-40.10-04, NO TIE-BARS. CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB 2 AND GUTTER: STANDARD PLAN F-10.18. CURB 3 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER: STANDARD PLAN F-10.18. 3 ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 5-05 OF WSDOT STANDARD SPECIFICATIONS 43RD AVENUE NE 72+00 2 1 15.0Â° (TYP.) EXPANSION JOINT (TYP.) 4' (TYP.) 2+00 3+00 172ND ST NE 4+00 EXPANSION 172ND ST NE 5+00 JOINT (TYP.) 6+00 7+00 4' (TYP.) 3 1 71+00 EXPANSION JOINT (TYP.) 4' (TYP.) 70+00 43RD AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-2 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 15 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TRUCK APRON JOINTING DETAIL 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 124 3Î”/4 THREE-QUARTER POINT NOTES 125 PT POINT OF TANGENCY 1" = 20 FEET PRC POINT OF REVERSE CURVE 1. FINISHED AND EXISTING GRADE PROFILE 124 PCC POINT OF COMPOUND CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY 125 FG FINISHED GRADE ELEVATION CENTERLINE AND DO NOT REFLECT THE EG EXISTING GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR TC TOP OF CURB ELEVATION PROPOSED GRADES. FL FLOWLINE ELEVATION 43RD AVENUE NE BIORETENTION CELL REFER TO SHEETS FG: 125.12 SD-1 TO SD-3 FG: 125.00 FG: 126.03 FG: 125.97 FG: 125.00 FG: 124.88 FG: 125.85 FG: 125.52 FG: 126.10 FG: 125.40 FG: 125.13 124 FG: 125.98 FG: 125.69 FG: 125.01 124 FG: 125.93 FG: 125.57 FG: 125.85 FG: 126.17 FG: 125.75 FG: 125.82 MATCHLINE STA 7+00 SHEET PC 124 FG: 125.62 FL: 124.63 GRADE BREAK 125 FG: 126.36 FG: 125.03 72+00 FL: 125.47 FL: 125.70 126 LOW POINT FG: 126.18 EG: 124.99 126 FL: 124.58 FL: 124.50 124 PT Î”/2 FG: 125.99 FL: 125.68 EG/TC: 124.96 Î”/2 FL: 124.92 PRC FL: 125.09 125 EG/FL: 124.46 126 PC Î”/4 FL: 125.48 FL: 125.15 125 FL: 125.40 HIGH POINT PRC PRC GRADE BREAK FL: 126.35 FG: 126.18 FG: 126.03 FG: 125.87 FG: 125.72 FL: 125.01 FL: 126.29 PC 126 FG: 125.56 FL: 125.60 3Î”/4 FL: 125.34 FL: 125.03 FL: 125.62 FG: 125.41 HIGH POINT EG: 124.98 125 FL: 126.10 FL: 125.20 3Î”/4 PRC 126 FL: 126.52 Î”/4 FG: 125.60 EG: 124.95 PC Î”/2 3Î”/4 FL: 125.69 FL: 125.11 FL: 125.81 EG/FL: 125.13 FL: 125.08 FL: 125.03 FL: 125.76 127 FL: 126.69 HIGH POINT Î”/2 3Î”/4 1+00 FL: 126.00 FG: 128.43 FL: 125.96 PRC Î”/4 PT Î”/4 Î”/2 Î”/2 3Î”/4 FL: 125.47 FL: 125.31 FL: 125.16 LOW POINT 2+00 FL: 125.26 128 FL: 126.75 FL: 125.93 FL: 125.77 FL: 125.62 LOW POINT FL: 125.523Î”/4 HIGH POINT FL: 125.00 FL: 125.20 FL: 125.67 126 3+00 GRADE BREAK HIGH POINT PRC Î”/2 172ND ST NE FL: 125.49 FL: 125.64 FG: 128.23 FL: 127.65 FL: 126.81 FL: 126.44 PRC 3Î”/4 CROWN FG: 125.68 PC PRC Î”/4 PRC 4+00 FG: 128.23 PRC FL: 126.19 FL: 126.04 Î”/4 Î”/2 Î”/4 PRC 126 FL: 125.50 PCC EG/FL: 125.00 FL: 125.05 FL: 125.08 HIGH POINT FL: 125.96 Î”/2 FL: 125.55 PRC FL: 126.54 5+00 FL: 125.86 FL: 125.68 FL: 125.63 FL: 126.10 FL: 126.33 Î”/2 FL: 125.83 FL: 125.47 Î”/2 126 128 6+00 PC FL: 125.50 FL: 125.23 125 Î”/4 Î”/2 FL: 125.43 GRADE BREAK 7+00 HIGH POINT FL: 125.41 FL: 125.17 3Î”/4 PRC FL: 125.43 FG: 128.43 127 Î”/2 FL: 126.48 FL: 125.65 FL: 125.40 GRADE BREAK FL: 126.44 EG/TC: 124.80 FL: 124.93 LOW POINT FL: 125.18 LOW POINT FL: 126.53 PC EG/FL: 124.30 125 FL: 124.52 126 FL: 125.97 Î”/4 Î”/2 3Î”/4 PT FL: 125.54 CROWN FG: 125.74 FL: 125.08 PT GRADE BREAK PRC FL: 126.07 FL: 125.96 FL: 125.85 FL: 125.74 FL: 125.61 FL: 125.50 FL: 124.69 PRC FG: 125.24 126 FL: 126.17 GRADE BREAK PRC FL: 126.26 126 FL: 126.18 FL: 125.48 LOW POINT EG: 124.95 FL: 124.59 FL: 127.23 FL: 126.33 PT PC Î”/2 PT FL: 125.43 FG: 126.02 FG: 125.66 PC FL: 125.55 EP: 125.42 EP: 125.38 EP: 125.27 EP: 125.02 FG: 125.22 Î”/2 EP: 125.08 125 EG: 125.10 FG: 126.17 FG: 125.81 FL: 124.50 125 125 FG: 125.30 Î”/4 FL: 125.86 FL: 126.30 Î”/2 PP-2 TC: 125.88 FG: 125.39 FG: 125.07 FL: 124.44 GRADE BREAK 126 FL: 125.78 EG: 125.11 FG: 125.15 Î”/2 71+00 FL: 125.55 PCC EP: 125.15 FG: 125.57 FG: 124.97 FL: 124.38 HIGH POINT CAVFS 11+25 FG: 125.05 LOW POINT EG: 125.10 FG: 125.05 FL: 126.00 BP: 11+25.23 FG: 125.93 REFER TO EP: 124.82 FG: 124.95 FG: 126.38 FG: 124.76 SHEETS FG: 124.70 FG: 125.04 GRADING DAYLIGHT LINE (TYP.) FG: 124.88 125 FG: 124.89 SD-1 TO SD-3 FG: 124.50 FG: 124.83 FG: 124.82 FG: 124.89 FG: 124.53 PI: 11+87.10 FG: 124.75 FG: 126.08 12+00 FG: 124.27 FG: 124.45 125 FG: 126.52 FG: 124.56 FG: 126.19 FG: 126.11 FG: 124.38 FG: 124.12 125 FG: 126.22 ON-SITE GRADING UNDER FG: 124.30 127 OUTSIDE EDGE OF 126 SEPARATE PERMIT 127 FG: 124.41 128 SHARED USE PATH 129 128 136 MATCHLINE STA 7+00 SHEET 134 43RD AVENUE NE 132 130 SHARED USE PATHGRADE BREAK STA: 11+44.65ELEV: 124.889 SHARED USE PATH GRADE BREAK STA: 11+25.23 SHARED USE PATHGRADE BREAK STA: 12+24.62ELEV: 124.118 128 11+25.23 PROPOSED GRADE AT ELEV: 126.083 ROW CENTERLINE SHARED USE PATHBPELEV = 126.08 6.15% 11+87.10 126 1.19% SHARED USE PATHPIELEV = 124.380.71% 0.47% EXISTING GRADE AT 124 ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 11+87.10 PROPOSED GRADE @ OUTSIDE 122 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE ELEV: 124.385 EDGE OF SHARED USE PATH EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE 120 FG FG FG FG 125.41 FG 125.41 FG 125.53 FG 125.78 FG 125.86 FG 125.55 FG 125.42 FG 125.51 FG 126.15 FG 127.71 FG 128.41 FG 127.16 FG 126.62 FG 126.67 FG 126.19 FG 126.03 FG 126.18 FG 126.01 FG 125.84 FG 125.84 FG 125.66 FG 125.79 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PP-2 172ND ST NE PROFILE SCALE: H:1"=20', V:1"=4' 172ND ST NE ROW CENTERLINE STATION (TYP.) REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 16 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 LEGEND PC POINT OF CURVATURE 1" = 20 FEET Î”/4 QUARTER POINT NOTES Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION EG EXISTING GRADE ELEVATION MATCHLINE STA 7+00 SHEET TC TOP OF CURB ELEVATION 124 FL FLOWLINE ELEVATION 124 124 FG: 125.99 FG: 125.73 125 FG: 126.05 124 MATCHLINE STA 12+00 SHEET FG: 125.86 FG: 125.42 FG: 125.00 FG: 125.92 126 FG: 125.90 FG: 125.67 FG: 124.43 FL: 125.33 FG: 124.14 124 FL: 125.45 FG: 125.34 FG: 125.41 FG: 124.55 FL: 125.58 FL: 125.52 FG: 125.15 EG: 124.36 HIGH POINT FL: 125.26 FL: 125.65 7+00 CROWN FG: 125.89 CROWN FG: 125.90 FL: 124.62 126 8+00 FL: 125.00 FL: 124.74 9+00 EG/EP: 123.72 CROWN FG: 125.99 HIGH POINT CROWN FG: 125.61 10+00 CROWN FG: 125.79 CROWN FG: 126.05 CROWN FG: 125.02 CROWN EG: 124.70 11+00 HIGH POINT CROWN FG: 125.31 125 EG: 124.28 EG: 124.16 EG: 124.08 EG: 124.05 ANGLE POINT EP: 125.48 EP: 124.04 EP: 125.28 EP: 125.05 EP: 124.76 EP: 124.47 PP-1 EP: 125.36 EP: 125.34 172ND ST NE EP: 124.15 EP: 124.10 EP: 123.98 EG/EP: 123.94 EP: 124.42 EP: 125.41 FG: 125.09 FG: 123.62 FG: 125.16 FG: 125.02 FG: 124.73 FG: 124.44 FG: 123.83 FG: 123.78 FG: 123.72 FG: 124.96 FG: 124.15 FG: 123.66 125 GRADING DAYLIGHT LINE (TYP.) FG: 124.86 124 FG: 124.09 FG: 123.43 FG: 123.36 FG: 123.28 FG: 123.20 FG: 124.68 13+00 FG: 124.80 FG: 124.71 FG: 124.40 122 122 14+00 FG: 123.78 FG: 123.28 FG: 123.21 FG: 123.13 123 123 PP-2B FG: 124.53 15+00 FG: 123.14 123 FG: 124.65 FG: 124.56 16+00 124 125 FG: 124.71 123 17+00 FG: 124.25 FG: 123.94 FG: 123.63 FG: 122.99 OUTSIDE EDGE OF SHARED USE PATH 124 FG: 123.05 125 SHARED USE PATH SHARED USE PATH 100' VC 100' VC MATCHLINE STA 7+00 SHEET 136 PVI: 122.77 PVI: 125.86 PVI STA: 16+25.00 PVI STA: 17+75.00 K: 42.00 K: 50.45 134 132 SHARED USE PATHBVCS: 15+75.00BVCE: 122.93 SHARED USE PATHEVCS: 16+75.00EVCE: 123.80 SHARED USE PATHBVCS: 17+25.00BVCE: 124.83 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 130 SHARED USE PATHGRADE BREAK STA: 13+51.07ELEV: 124.707 128 PROPOSED GRADE AT SHARED USE PATHGRADE BREAK STA: 14+65.39ELEV: 123.280 ROW CENTERLINE 126 0.47% 2.06% 1.25% 0.32% EXISTING GRADE AT SHARED USE PATHLOW PT: 15+88.49ELEV: 122.91 124 ROW CENTERLINE RIGHT TURN LANE EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH GRADE BREAK STA: 40+00.00 122 ELEV: 123.523 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 120 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG 125.79 FG 125.89 FG 125.99 FG 125.90 FG 125.61 FG 125.31 FG 125.02 FG 124.72 PP-17+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 17 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N GRAPHIC SCALE PC POINT OF CURVATURE Î”/4 QUARTER POINT NOTES 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 12+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 18+00 SHEET 12+00 13+00 14+00 EG: 123.55 15+00 40+00 EG: 123.52 16+00 EG: 123.51 17+00 EG: 123.47 GRADING DAYLIGHT LINE (TYP.) 18+00 BP: 40+00.00 123 172ND ST NE 41+00 FG: 123.36 122 124 124 123 123 125 124 PP-2 124 125 126 125 42+00 124 125 126 127 126 125 126 PI: 42+39.15 127 126 18+00 43+00 126 19+00 44+00 127 FG: 126.84 45+00 FG: 126.54 20+00 46+00PP-2C PC: 19+52.42 PC: 20+18.50 PT: 19+63.16 PT: 20+30.88 FG: 126.18 21+00 FG: 126.18 FG: 126.17 FG: 126.47 22+00 23+00 FG: 126.32 FG: 126.32 OUTSIDE EDGE OF SHARED USE PATH ON-SITE GRADING UNDER OUTSIDE EDGE OF RIGHT TURN LANE SEPARATE PERMIT RIGHT TURN LANE 100' VC PVI: 126.92 PVI STA: 45+75.00 K: 44.48 RIGHT TURN LANE 136 136 100' VC PVI: 126.65 134 134 PVI STA: 42+50.00 RIGHT TURN LANEBVCS: 45+25.00BVCE: 126.88 SHARED USE PATH K: 27.32 100' VC 132 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE PVI: 125.86 PVI STA: 17+75.00 SHARED USE PATH 130 130 K: 50.45 RIGHT TURN LANEBVCS: 42+00.00BVCE: 124.78 RIGHT TURN LANEEVCS: 43+00.00EVCE: 126.70 GRADE BREAK STA: 23+75.00 ELEV: 126.322 PROPOSED GRADE @ OUTSIDE 128 EDGE OF SHARED USE PATH 19+52.4219+63.16 20+18.5020+30.88 0.08% RIGHT TURN LANEHI PT: 45+28.61ELEV: 126.88 128 SHARED USE PATHPCELEV = 125.99SHARED USE PATHPTELEV = 126.00 SHARED USE PATHPCELEV = 126.05SHARED USE PATHPTELEV = 126.06 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 0.08% 126 40+00.00 126 3.74% RIGHT TURN LANEBPELEV = 123.52 0.37% 1.77% 124 124 EXISTING GRADE @ RIGHT TURN LANE ROW CENTERLINE 122 RIGHT TURN LANE GRADE BREAK STA: 41+77.30 EXISTING ELEVATION @ ROW CENTERLINE 122 GRADE BREAK STA: 41+27.30 ELEV = 125.97 ELEV: 123.94 ELEV: 123.05 42+39.15 120 RIGHT TURN LANEPI 120 FG 124.04 FG 124.03 FG 123.99 FG 123.96 FG 123.96 FG 123.97 FG 124.01 FG 124.08 FG 124.14 FG 124.21 FG 124.31 FG 124.41 FG 124.51 FG 124.60 FG 124.69 FG 124.78 FG 124.81 FG 124.80 FG 124.79 FG 124.74 FG 124.70 FG 124.63 FG 124.55 FG 124.47 FG 124.43 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2B B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 18 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE NOTES GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 18+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 24+00 SHEET 18+00 19+00 172ND ST NE 20+00 21+00 EG: 123.87 22+00 EG: 123.82 EG: 123.86 GRADING DAYLIGHT LINE (TYP.) 23+00 EG: 123.80 24+00 FG: 124.38 124 172ND ST NE 124 124 125 125 126 FG: 124.96 125 126 125 FG: 125.62 127 126 FG: 125.48 FG: 124.96 127 FG: 125.32 FG: 126.92 PP-2B46+00 FG: 125.78 PI: 46+54.17 FG: 125.17 FG: 125.22 FG: 125.79126 127 47+00 FG: 125.67 FG: 126.67 48+00 49+00 FG: 125.66 FG: 125.17ONLY 50+00 51+00 127 FG: 125.67 52+00 FG: 125.26 FG: 125.56 FG: 125.38 FG: 125.43 FG: 126.31 FG: 125.42 FG: 125.94 FG: 125.50 FG: 125.50 FG: 126.06 FG: 125.95 126 FG: 126.61 FG: 125.70 24+00 126 FG: 125.73 FG: 126.11 PP-2D FG: 125.73 25+00 FG: 126.46 FG: 126.46 26+00 27+00 28+00 PI: 28+64.71 29+00 FG: 125.91 126 FG: 125.91 126 FG: 125.96 FG: 125.79 FG: 125.80 126 FG: 125.79 PI: 25+64.73 FG: 125.80 ON-SITE GRADING UNDER FG: 125.70 OUTSIDE EDGE OF SHARED USE PATH 126 SEPARATE PERMIT FG: 125.73 OUTSIDE EDGE OF RIGHT TURN LANE RIGHT TURN LANE RIGHT TURN LANE 100' VC 100' VC PVI: 127.32 PVI: 127.08 PVI STA: 50+72.06 PVI STA: 47+75.00 K: 105.03 K: 55.34 136 136 SHARED USE PATH SHARED USE PATH GRADE BREAK STA: 24+41.10 GRADE BREAK STA: 25+50.00 RIGHT TURN LANEBVCS: 50+22.06BVCE: 127.28 RIGHT TURN LANEEVCS: 51+22.06EVCE: 126.88 134 ELEV: 125.700 ELEV: 126.458 134 RIGHT TURN LANEBVCS: 47+25.00BVCE: 126.14 RIGHT TURN LANEEVCS: 48+25.00EVCE: 127.12 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 132 SHARED USE PATH 130 GRADE BREAK STA: 24+72.18 130 ELEV: 125.700 25+64.73 0.08% RIGHT TURN LANEHI PT: 50+30.41ELEV: 127.28 28+64.71 128 128 SHARED USE PATHPIELEV = 126.70 RIGHT TURN LANEEVCS: 46+25.00EVCE: 125.83 46+54.17 SHARED USE PATHPIELEV = 126.47 0.08% 0.94% RIGHT TURN LANEPIELEV = 125.240.00% 0.97% 126 126 2.17% 1.89% 0.04% 124 124 RIGHT TURN LANE GRADE BREAK STA: 46+76.95 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH RIGHT TURN LANE ELEV: 125.23 EXISTING ELEVATION @ ROW CENTERLINE EXISTING GRADE @ ROW CENTERLINE 122 122 GRADE BREAK STA: 46+52.44 ELEV: 125.240 120 120 FG 124.43 FG 124.39 FG 124.36 FG 124.36 FG 124.35 FG 124.36 FG 124.37 FG 124.40 FG 124.46 FG 124.52 FG 124.57 FG 124.62 FG 124.67 FG 124.70 FG 124.72 FG 124.72 FG 124.71 FG 124.72 FG 124.76 FG 124.80 FG 124.88 FG 124.91 FG 124.84 FG 124.77 FG 124.78 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2C B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 19 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE LEGEND 0 10 20 40 PC POINT OF CURVATURE NOTES Î”/4 QUARTER POINT Î”/2 MIDPOINT 1" = 20 FEET 1. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT-OF-WAY 3Î”/4 THREE-QUARTER POINT PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 24+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION GRADING DAYLIGHT LINE (TYP.) 24+00 25+00 26+00 27+00 28+00 29+00 EG: 124.73 172ND ST NE 30+00 EG: 124.71 52+00 126 53+00 PI: 54+00.51 54+00 55+00 56+00 56+51 EG: 124.96 EG: 124.93 125 EP: 56+50.74 125 125 PP-2C 126 30+00 127 31+00 125 124 126 32+00 127 126 OUTSIDE EDGE OF SHARED USE PATH PRC: 32+90.18 OUTSIDE EDGE OF RIGHT TURN LANE PC: 32+34.76 126 33+00 FG: 124.85 124 PT: 33+53.57 125 34+00 FG: 124.71 35+00 FG: 124.69 35+56 125 126 SHARED USE PATH 127 ON-SITE GRADING UNDER EP: 35+55.66 100' VC 128 SEPARATE PERMIT PVI: 127.00 PVI STA: 32+50.00 51ST AVENUE NE K: 38.80 SHARED USE PATHBVCS: 32+00.00BVCE: 126.96 SHARED USE PATHEVCS: 33+00.00EVCE: 125.75 136 136 SHARED USE PATH SHARED USE PATH 100' VC 50' VC 134 134 PVI: 124.25 PVI: 124.75 PVI STA: 33+60.00 PVI STA: 35+10.00 132 K: 35.29 K: 107.59 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 130 130 RIGHT TURN LANEGRADE BREAK STA: 54+00.51ELEV: 124.450 32+34.76 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH 32+90.18 SHARED USE PATHBVCS: 33+10.00BVCE: 125.50 SHARED USE PATHEVCS: 34+10.00EVCE: 124.42 SHARED USE PATHBVCS: 34+85.00BVCE: 124.67 SHARED USE PATHEVCS: 35+35.00EVCE: 124.72 128 0.08% SHARED USE PATHHI PT: 32+03.01ELEV: 126.96 SHARED USE PATHPCELEV = 126.83 128 SHARED USE PATHPRCELEV = 125.98 2.50% 33+53.57 35+55.66 0.87% 126 126 SHARED USE PATHPTELEV = 124.68 SHARED USE PATHHI PT: 35+20.86ELEV: 124.73 SHARED USE PATHEPELEV = 124.69 SHARED USE PATHLOW PT: 33+98.24ELEV: 124.40 0.19% 0.33% 0.13% 124 124 EXISTING GRADE @ ROW CENTERLINE RIGHT TURN LANE SHARED USE PATH GRADE BREAK STA: 56+50.74 GRADE BREAK STA: 35+55.66 122 EXISTING ELEVATION @ ROW CENTERLINE 122 ELEV: 124.933 ELEV: 124.690 120 120 FG 124.78 FG 124.80 FG 124.85 FG 124.95 FG 125.05 FG 125.14 FG 125.23 FG 125.27 FG 125.33 FG 125.36 FG 125.38 FG 125.40 FG 125.47 FG 125.50 FG 125.53 FG 125.56 FG 125.55 FG 125.53 FG 125.46 FG 125.39 FG 125.32 FG 125.32 FG 125.40 FG 125.46 FG 125.50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2D B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 20 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE LEGEND GRAPHIC SCALE PC POINT OF CURVATURE 0 10 20 40 N Î”/4 QUARTER POINT Î”/2 MIDPOINT 3+00 3Î”/4 THREE-QUARTER POINT NOTES 1" = 20 FEET PT POINT OF TANGENCY 1. FINISHED AND EXISTING GRADE PROFILE PRC POINT OF REVERSE CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY PCC POINT OF COMPOUND CURVE CENTERLINE AND DO NOT REFLECT THE FG FINISHED GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR EG EXISTING GRADE ELEVATION PROPOSED GRADES. 125 125 TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION END CURB TRANSITION PC FL: 124.74 FL: 124.63 FG: 124.82 PCC FG: 125.00 FG: 124.75 HIGH POINT EG: 124.90 FG: 124.76 FG: 125.12 BEGIN CURB TRANSITION Î”/4 EG: 124.78 FG: 124.70 FL: 124.77 FL: 124.51 3Î”/4 FG: 124.65 FG: 125.25 EG/TC: 124.97 EG: 125.16 Î”/2 LOW POINT PCC EG/FL: 124.53 EG: 125.16 FL: 124.28 FL: 124.05 FL: 124.15 Î”/2 FG: 125.38 FL: 124.38 FG: 125.30 FG: 125.15 FG: 125.00 EG: 124.53 FG: 125.42 Î”/4 FG: 124.69 FG: 125.22 FG: 125.07 FG: 124.93 FG: 125.13 FG: 125.30 FL: 124.58 Î”/4 126 EG: 124.90 END CURB TRANSITION Î”/4 EG: 125.12 FL: 124.31 FL: 124.39 PCC FL: 124.76 EG: 125.23 3Î”/4 FL: 124.25 EG/TC: 124.88 EG: 124.89 EG: 124.76 Î”/4 Î”/2 FG: 124.58 125 FG: 125.26 FL: 124.71 Î”/2 FG: 124.63 Î”/2 EG/FL: 124.38 EG: 124.90 125 FL: 124.97FL: 124.86 3Î”/4 PCC FL: 124.47 Î”/2 PRC FL: 124.89 EG: 124.43 68+00 Î”/2 FL: 124.74 FL: 124.20 FL: 124.64 69+00 FL: 124.65 PRC FL: 124.62 PRC Î”/2 HIGH POINT EG: 124.49 FL: 125.09 70+00 FL: 124.57 FL: 125.00 PT FL: 124.64 3Î”/4 FL: 124.82 FL: 124.66 ANGLE POINT BEGIN CURB TRANSITION CROWN EG: 125.35 71+00 FL: 124.98 Î”/2 FL: 124.51 FL: 124.42 END CURB TRANSITION Î”/2 72+00 FL: 125.36 PRC PRC FL: 124.46 FL: 125.61 43RD AVENUE NE PRC 73+00 CROWN EG: 124.75 FL: 125.45 FL: 125.17 FL: 124.64 4+00 PRC FL: 125.37 FL: 125.25 PT FL: 125.11 FL: 125.09 EG: 125.77 FG: 126.10 FL: 125.24 125 FL: 124.61 PT FL: 125.34Î”/2 CROWN FG: 125.02 FL: 124.86 PC FL: 124.75 FL: 125.29 BEGIN CURB TRANSITION LOW POINT FL: 124.64 PRC 43RD AVENUE NE EG/FL: 125.63 FG: 125.94 FL: 125.28 FL: 124.52 FL: 124.88 PT FL: 125.04 EG/TC: 126.13 FL: 125.10 FL: 124.93 EG: 124.96 FL: 124.57 PRC 126 PRC Î”/2 FL: 125.14 CROWN FG: 124.86 FL: 124.78 FL: 124.66 PRC FL: 125.24 FL: 125.09 FG: 125.67 FL: 124.38 PC PRC FL: 125.01 Î”/2 EG: 126.16 FG: 125.49 FG: 125.32 FL: 124.28 LOW POINT FL: 124.79 Î”/2 Î”/2 PRC PRCFL: 125.20 FG: 125.84 FG: 125.17 FL: 125.22 EG: 124.34 FG: 124.96 FL: 124.14 FL: 124.90 Î”/2 FL: 125.21 FL: 125.14 128 PRC EP: 124.44 FG: 125.03 FG: 124.77 FL: 125.11 3Î”/4 EG: 126.23 FL: 125.21 Î”/4 EP: 124.62PT Î”/4 FG: 124.84 PC EP: 124.76 Î”/2 EP: 124.54 FL: 125.22 FG: 126.18 FG: 125.25 PC EP: 124.83 EP: 124.69 FG: 126.01 FG: 125.91 FG: 125.57 FG: 124.67 Î”/2 127 127 FL: 125.32 PT FG: 125.74 FG: 125.40 Î”/4 FL: 124.76 FL: 124.90 FG: 124.75 FL: 124.22 3Î”/4 FG: 125.14 FL: 125.01 3Î”/4 FG: 125.49 FG: 125.29 FL: 125.47 FL: 125.38 FG: 125.67 FG: 125.76 FG: 125.85 FG: 126.03 ON-SITE GRADING UNDER FG: 125.91 126 FG: 125.59 SEPARATE PERMIT FG: 125.77 PCC 172ND ST NE FG: 125.70 HIGH POINT FG: 125.88 FG: 126.38 FL: 126.00 FG: 126.52 5+00 128 128 PROPOSED GRADE AT ROW CENTERLINE 126 126 124 124 EXISTING GRADE AT ROW CENTERLINE 122 122 120 120 118 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 118 116 116 FG FG FG FG FG FG FG FG FG 125.27 FG 125.35 FG 124.79 FG 124.54 FG 124.54 FG 124.78 FG 125.27 FG 125.95 FG 127.78 FG 126.17 FG 125.54 FG 125.33 FG 125.11 FG 124.92 FG 124.76 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 43RD AVE NE PROFILE SCALE: H:1"=20', V:1"=4' 43RD AVE NE ROW CENTERLINE STATION REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-3 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 21 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 43RD AVE NE PLAN AND PROFILE 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, SDCB #14 AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' SDCB #13 73+00 BOTTOM AREA = 3,668 SF 1 SDCB #10 BOTTOM WIDTH = 10' SD-3 N 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE UNLESS OTHERWISE NOTED. WITH RIP RAP MAX W.S. ELEVATION = 123.25 IE: 123.00 8" (SW) TOP ELEVATION = 123.75 0 20 40 80 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. BIORETENTION INLET #2 125 WITH RIP RAP 1" = 40 FEET SDCB #12 43RD AVENUE NE BIORETENTION INLET #3 IE: 123.00 8" (S) 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED 125 POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM WITH RIP RAP SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT 124 IE: 123.00 8" (SW) SDCB #11 STANDARD SPEC 9-05.24 AND AASHTO M330). STORM SEWER PIPE SPECIFIED AS DI PIPE SDCB #2 SHALL MEET WSDOT STANDARD SPEC 9-05.13. HDPE PIPE THAT MEETS WSDOT STANDARD BIORETENTION INLET #1 WITH RIP RAP SPEC 9-05.23 MAY BE USED AS AN OPTIONAL ALTERNATIVE FOR PIPES CALLED OUT AS DI PIPE. IE: 123.00 8" (S) 126 126 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT OF WAY CENTERLINE 72+00 AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. 126 172ND ST NE 125 MATCHLINE STA 11+00 SHEET 124 0+00 125 124 1+00 2+00 125 3+00 SDCB #9 4+00 124 5+00 125 6+00 EX. STCB #3938 SDCB #1 128 7+00 127 8+00 9+00 126 10+00 SDCB #8 11+00 126 126 125 172ND ST NE 125 SDCB #7 71+00 124 125 SDCB #3 123 COMPOST-AMENDED VEGETATED 2 LEGEND FILTER STRIPS (CAVFS) SD-3 PROPOSED RIGHT-OF-ROW STORM SEWER PIPE SDCB #4 SDCB #5 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 70+00 SD-1B 5'x6'x1' DEEP HAND PLACED RIPRAP 125 COMPOST-AMENDED VEGETATIVE FILTER STRIP SDCB #15 (CAVFS) SDCB #16 43RD AVENUE NE BIORETENTION FACILITY 130 130 SDCB #10, TYPE 1 STA 72+39.11, 35.82' RT 62 LF 12" CPEP @ 0.24% RIM: 125.00 73 LF 12" CPEP @ 0.24% IE: 123.25 8" (NE) 80 LF 12" CPEP @ 1.00% 45 LF EX. 12" CPEP @ 2.15% 31 LF 8" DI PIPE @ 0.82% 125 125 130 LF 8" DI PIPE @ 0.44% 135 LF 12" CPEP @ 0.24% 31 LF 8" DI PIPE @ 0.75% 31 LF 8" DI PIPE @ 1.04% 120 120 SDCB #7, TYPE 1 SDCB #1, TYPE 1 SDCB #4, TYPE 1 STA: 4+68.56, 61.62' RT SDCB #8, TYPE 1 STA: 2+97.25, 19.56' RT RIM: 125.32 SDCB #9, TYPE 1 STA: 8+11.41, 15.03' LT STA: 3+84.05, 111.88' RT RIM: 125.19 RIM: 124.03 IE: 123.57 8" (NE) STA: 6+36.57, 29.47' LT RIM: 125.12 IE: 121.06 12" (W) IE: 121.38 12" (N) RIM: 124.98 IE: 123.32 8" (N) IE: 123.23 8" (N) IE: 121.06 12" (NE) IE: 121.38 12" (E) IE: 121.06 12" (SE) IE: 121.38 12" (S) 115 115 EX. STCB #3938, EXISTING TYPE 1 SDCB #3, TYPE 1 ADJUST RIM TO GRADE SDCB #2, TYPE 1L STA: 3+60.66, 54.88' RT STA: 1+63.25, 33.08' RT STA: 3+31.82, 52.44' LT RIM: 124.36 RIM: 124.29 RIM: 124.49 IE: 121.23 12" (NW) IE: 120.64 12" (W) IE: 121.86 12" (SW) IE: 121.23 12" (S) IE: 120.74 12" (E) NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE 110 110 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.86FG 125.55FG 125.42FG 125.51FG 126.15FG 127.71FG 128.41FG 127.16FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.72 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 22 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND GENERAL NOTES N GRAPHIC SCALE 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, PROPOSED RIGHT-OF-ROW AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED 0 20 40 80 FLOWLINE OFFSETS. CENTER OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER STORM SEWER PIPE OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' 1" = 40 FEET CATCH BASIN TYPE 1 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, CATCH BASIN TYPE 2 UNLESS OTHERWISE NOTED. 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, 5'x6'x1' DEEP HAND PLACED RIPRAP AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED COMPOST-AMENDED VEGETATIVE FILTER STRIP POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM (CAVFS) SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT STANDARD SPEC 9-05.24 AND AASHTO M330). STORM SEWER PIPE SPECIFIED AS DI PIPE SHALL MEET WSDOT STANDARD SPEC 9-05.13. HDPE PIPE THAT MEETS WSDOT STANDARD SPEC 9-05.23 MAY BE USED AS AN OPTIONAL ALTERNATIVE FOR PIPES CALLED OUT AS DI PIPE. BIORETENTION FACILITY 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT OF WAY CENTERLINE MATCHLINE STA 22+00 SEE BELOW AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. MATCHLINE STA 11+00 SHEET 11+00 12+00 13+00 14+00 15+00 16+00 17+00 172ND ST NE 18+00 19+00 20+00 21+00 172ND ST NE 22+00 122 124 123 124 126 124 125 125 127 126 125 124 127 125 126 127 126 127 ONLY 126 SD-1 PERVIOUS ASPHALT PATHWAY COMPOST-AMENDED VEGETATED PERVIOUS ASPHALT PATHWAY 2 COMPOST-AMENDED VEGETATED 2 REFER TO SHEETS XS-1 TO XS-2 FILTER STRIPS (CAVFS) REFER TO SHEETS XS-1 TO XS-2 SD-3 FILTER STRIPS (CAVFS) SD-3 MATCHLINE STA 22+00 SEE ABOVE COMPOST-AMENDED VEGETATED 2 PERVIOUS ASPHALT PATHWAY FILTER STRIPS (CAVFS) SD-3 REFER TO SHEETS XS-1 TO XS-2 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 31+00 127 126 125 125 31+10 172ND ST NE 124 125 126 127 126 124 125 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1B B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 23 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE GRAPHIC SCALE 0 20 40 80 N 1" = 40 FEET SDCB #1 3+00 SDCB #2 EX. STCB #5011 SDCB #3 SDCB #15 SDCB #11 EX. STCB #661 10 LF 12" CPEP @ 1.00% 125 SDCB #13 SDCB #16 SDCB #14 EX. STCB #9262 67+00 68+00 69+00 70+00 SDCB #4 71+00 SDCB #12 72+00 43RD AVENUE NE 73+00 74+00 7 LF 12" DI CL52 @ 0.67% 4+00 75+00 75+46 125 125 SDCB #5 128 43RD AVENUE NE 125 SDCB #6 SDCB #10 CONNECTION #1 127 CONNECT TO EXISTING PIPE 126 IE: 122.00 12" (E) BIORETENTION INLET #4 IE: 122.00 12" (W) SDCB #7 126 PROPOSED BIORETENTION CELL BOTTOM AREA = 3,668 SF 1 BOTTOM WIDTH = 10' SD-3 BOTTOM ELEVATION = 123.00 172ND ST NE 5+00 MAX W.S. ELEVATION = 123.25 126 TOP ELEVATION = 123.75 BIORETENTION INLET #3 GENERAL NOTES 130 130 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF EX. STCB #5011, EXISTING TYPE 1 51 LF 12" CPEP @ 0.50% SDCB #4, TYPE 1 SDCB #14, TYPE 1 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STA 68+60.83, 21.26' LT SDCB #5, TYPE 1 STA: 70+34, 17.40' LT STA 3+81.23, 161.22' LT OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER RIM: 125.68 RIM: 124.03 STA 70+32.17, 33.18' RT RIM: 124.37 OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' IE: 122.58 12" (N) IE IN: 121.38 (12"E) 47 LF 12" CPEP RIM: 124.11 IE: 121.77 12" (S) 74 LF EX. 12" CPEP @ 0.10% IE IN: 121.38 (12"S) @ 0.25% IE: 121.63 12" (W) IE: 121.77 12" (N) 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT IE OUT: 121.38 (12"N) STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 125 125 62 LF 12" CPEP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT 82 LF 12" CPEP @ 0.25% @ 0.24% 73 LF 12" CPEP @ 0.24% STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS 120 16 LF 12" CPEP @ 0.50% 120 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED SDCB #11, TYPE 1 AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT SDCB #15, TYPE 1 SDCB #13, TYPE 1 45 LF EX. 12" DI @ 1.97% STA: 72+04.40, 50.77' LT STANDARD SPEC 9-05.24 AND AASHTO M330). WITH ADA GRATE PER WSDOT STA: 72+91.35, 13.19' LT RIM: 124.60 SDCB #6, TYPE 1 STANDARD PLAN B-30.15-00 IE: 122.37 12" (NE) RIM: 124.51 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT STA: 69+05.91, 27.94' RT STA: 3+72.74, 193.33' RT SDCB #3, TYPE 1 IE: 121.85 12" (S) OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN RIM: 125.04 RIM: 124.54 41 LF 12" CPEP @ 0.50% IE: 121.85 12" (N) STA: 70+91.64, 40.05' LT OF EXISTING OR PROPOSED GRADES. IE: 122.05 12" (W) IE: 121.68 12" (E) RIM: 124.36 SDCB #12, TYPE 1 61 LF 12" CPEP @ 0.50% 115 EX. STCB #661, EXISTING TYPE 1 SDCB #16, TYPE 1 IE: 121.23 12" (NW) 115 STA: 72+30.13, 18.57' LT WITH SOLID LOCKING LID EX. STCB #9262, EXISTING TYPE 1 STA: 69+05.89, 21.08' LT IE: 121.23 12" (S) RIM: 124.90 LEGEND STA: 3+82.76, 193.49' RT STA: 73+81.08, 16.66' LT RIM: 125.12 IE: 122.16 12" (SW) RIM: 124.79 RIM: 124.70 IE: 121.70 12" (N) IE: 122.16 12" (N) PROPOSED RIGHT-OF-ROW IE: 121.58 12" (N) IE: 121.70 12" (S) IE: 121.72 12" (E) IE: 121.58 12" (S) IE: 121.69 12" (S) STORM SEWER PIPE IE: 121.58 12" (W) EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 110 110 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.27FG 125.35FG 124.79FG 124.54FG 124.54FG 124.78FG 125.27FG 125.95FG 127.78FG 126.17FG 125.54FG 125.33FG 125.11FG 124.92FG 124.76 5'x6'x1' DEEP HAND PLACED RIPRAP 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 BIORETENTION FACILITY 43RD AVE NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-2 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 24 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 43RD AVE NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 0.5' MIN. SIDEWALK OR ASPHALT PAVEMENT PER PLAN TOP OF BANK FREEBOARD ELEVATION = 123.75 PONDING 1" LANDSCAPING DEPTH = 0.25' 4:1 MAX. 1 4 MAX SIDE SLOPE 4:1 BOTTOM ELEVATION = 123.00 18" MIN. BIORETENTION SOIL MEDIA (BSM) THICKNESS TO EXTEND TO THE EDGE OF BIORETENTION CELL. SEE SEE PROTECTION AND 10' BOTTOM BIORETENTION SOIL MIX NOTES. VERIFICATION NOTES WIDTH BELOW NATIVE SUBGRADE OR FREE DRAINING EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER DO NOT COMPACT NOTES: 1. SEE SHEET SD-1 FOR DIMENSIONS OF BIORETENTION CELL. 2. ABOVE THE MAXIMUM WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. PROTECTION: EXCAVATE BIORETENTION CELLS TO FINAL GRADE ONLY AFTER ALL DISTURBED AREAS IN THE UPGRADIENT PROJECT DRAINAGE AREA HAVE BEEN PERMANENTLY A STABILIZED. THE SIDEWALLS AND BOTTOM OF THE BIORETENTION CELLS EXCAVATION SHALL BE RAKED OR SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES AFTER FINAL EXCAVATION TO RESTORE INFILTRATION RATES. 0.5' DEPTH GRAVEL OR CRUSHED VERIFICATION: SURFACING LEVEL SPREADER PRIOR TO PLACEMENT OF BIORETENTION SOIL MEDIA (BSM) THE SUBGRADE SHALL BE FINISHED, SCARIFIED, AND MEET THE DESIGN INFILTRATION RATE. AT LEAST SEED, FERTILIZER AND MULCH FILTER STRIP SEED, FERTILIZER AND TWO VERIFICATION OF PERFORMANCE TESTS SHALL BE PERFORMED PRIOR TO MULCH FILTER STRIP THE RELEASE OF THE FINANCIAL GUARANTEE. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER. 6' BIORETENTION SOIL MIX NOTES: 1.75 INCHES OF COMPOST 1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE 2019 INCORPORATED INTO 6.25 INCHES OF STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, UNDER BMP T7.30. SOIL, MINIMUM 5% ORGANIC MATTER 2. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40 PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65 PERCENT), BY GRAVEL OR CRUSHED 2' SURFACING LEVEL SPREADER 1" VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS MIX. PAVEMENT SURFACE 4% 2.1. MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL MEET EDGE OF PAVEMENT THE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON BMP T7.30. 2.2. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT COMPOST. 2.3. ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT. 2.4. CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G DRY SOIL. ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: A 6' 2' Â· CEDAR GROVE COMPOSTING, WASHINGTON Â· OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE) ALTERNATIVE: LENGTH PER PLAN CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND APPROVED BY ENGINEER AND COUNTY. IF USING A CUSTOM BIORETENTION SOIL MIX, THE MEASURED (INITIAL) INFILTRATION SHALL BE LESS THAN 12 INCHES PER HOUR (ASTM D 2434) AT 85% COMPACTION (ASTM D 1557). THE DESIGN (LONG TERM) INFILTRATION RATE SHALL BE GREATER THAN 1 INCH PER HOUR. BIORETENTION CELL COMPOST-AMENDED VEGETATED FILTER STRIP 1 NOT TO SCALE 2 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-3 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 25 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM STORM DRAINAGE DETAILS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 1.50% FL: 124.80 5' 124 FG: 125.30 FG: 125.22 TC: 125.13 1.50% FG: 125.13 1.50% 125 FG: 125.57 8' DETECTABLE WARNING FG: 124.83 11' FG: 125.39 2.65% SURFACE PER WSDOT FG: 125.08 1.55% STANDARD PLAN F-45.10 1.50% 1.50% 125 125 6.98' 9.07' 124 FG: 124.95 125 5.09% TC: 124.90 125 TC: 124.91 10' FL: 124.90 FG: 125.23 FL: 124.91 10.92' 125 TC: 125.58 0.92% 125 10' TC: 125.47 EG: 125.11 EG: 125.10 FL: 125.25 FL: 125.14 5.13% 1.50% N FG: 125.17 8' 0.90% GRAPHIC SCALE 1 R1 RAMP DETAIL 1.50% STA:72+46.49, 32.55' RT SCALE: 1" = 5' STA:72+44.71, 13.76' LT 43RD AVE NE 0 5 10 11.93' FG: 125.64 FG: 125.05 1.05% 1" = 5 FEET 4.93' EG: 125.16 EG: 125.16 8' FG: 125.04 0.28% SAWCUT LINE DETECTABLE WARNING 1.50% SURFACE PER WSDOT 15.11' FG: 125.46 (TYP.) FL: 125.00 12' 2.73% STANDARD PLAN F-45.10 FL: 125.00 10' 8' TC: 125.00 TC: 125.00 1.50% 9.13' 0.94% 5.45% TC: 125.42 FG: 125.30 DETECTABLE WARNING FG: 125.42 FL: 125.09 1.00% SURFACE PER WSDOT DETECTABLE WARNING FL: 125.37 STANDARD PLAN F-45.10 TC: 125.15 TC: 125.26 TC: 125.54 TC: 125.20 5' FL: 124.65 FL: 124.93 SURFACE PER WSDOT FL: 124.70 STANDARD PLAN F-45.10 TC: 125.70 FL: 125.21 1.10% TC: 125.12 R2-R3-R4 RAMP DETAILS FL: 124.62 4 LEGEND TC: 125.10 43RD AVE NE SCALE: 1" = 5' FL: 124.60 FG FINISHED GRADE ELEVATION FL: 124.20 EG EXISTING GRADE ELEVATION FL: 124.53 DETECTABLE WARNING 1.50% TC: 124.53 TC TOP OF CURB ELEVATION EG/TC: 124.95 FL: 124.58 SURFACE PER WSDOT FG: 124.58 5' FL FLOWLINE ELEVATION STANDARD PLAN F-45.10 EG/FL: 124.53 FG: 124.65 TC: 124.97 STA:69+54.19, 29.80' LT FL: 124.64 TC: 125.12 SINGLE DIRECTION CURB 125 FL: 124.79 RAMP PER WSDOT FG: 124.20 STANDARD PLAN F-40.16-03 8' TC: 124.15 4.67% FL: 124.15 11.62' R12 RAMP DETAIL TC: 124.83 1.49% 2 SCALE: 1" = 5' 1.50% FL: 124.50 125 DETECTABLE WARNING FG: 124.27 SURFACE PER WSDOT 9.6' 10.1' EG: 124.70 STANDARD PLAN F-45.10 STA:69+16.26, 28.86' LT EG: 124.86 DETECTABLE WARNING 10' SINGLE DIRECTION CURB DETECTABLE WARNING EG/FL: 124.71 SURFACE PER WSDOT 1.50% RAMP PER WSDOT 10' SURFACE PER WSDOT 0.87% EG/TC: 125.20 STANDARD PLAN F-40.16-03 0.58% STANDARD PLAN F-45.10 STANDARD PLAN F-45.10 TC: 124.29 FL: 124.76 FL: 124.81 FL: 124.29 FG: 124.87 TC: 125.26 125 DETECTABLE WARNING STA:70+49.92, 19.92' LT SURFACE PER WSDOT FG: 124.22 6.10% STANDARD PLAN F-45.10 1.47% FG: 125.02 FL: 124.83 FL: 124.57 FL: 124.66 FL: 124.10 TC: 125.33 FL: 124.91 5' TC: 124.90 TC: 124.99 FG: 124.33 TC: 124.10 TC: 125.38 TC: 125.41 FG: 124.15 STA:70+41.53, 36.93' RT 1.50%FG: 124.48 FL: 124.88 8' 1.00% DETECTABLE WARNING 10' TC: 125.43 SURFACE PER WSDOT FL: 124.93 TC: 125.56 6.01% STANDARD PLAN F-45.10 FL: 125.06 5' TC: 124.19 1.00% FL: 124.19 TC: 124.38 2.59% FL: 124.05 7.40% 4.91' 10' 12' EG: 125.23 EG/FL: 125.12 EG: 124.78 EG: 124.90 1.50% EG/TC: 125.62 FG: 124.25 2.00% 43RD AVE NE FG: 124.38 FG: 125.83 FG: 125.73 3.07% 10.27' SAWCUT LINE TC: 124.52 (TYP.) FL: 124.19 FG: 124.58 EG: 125.95 EG: 125.85 1.50% 4.9' FG: 124.66 5' R19 RAMP DETAIL R9-R10-R11 RAMP DETAILS 3 SCALE: 1" = 5' 5 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-1 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 26 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. FG: 126.40 FG: 126.18 8' FG: 125.13 2.46% N FG: 124.92 12' 8' 1.50% FG: 126.11 10' FG: 125.06 8' 125 125 125 1.50% 1.50% 10' FG: 126.22 FG: 125.52 8' 1.50% 1.50% GRAPHIC SCALE FG: 126.00 2.67% FG: 125.54 FG: 125.01 TC: 126.18 0 5 10 TC: 125.09 FL: 125.85 FL: 124.59 FG: 124.80 8' 1.50% 1.50% 1.45% 0.75% 1" = 5 FEET 11.66' 5.53% TC: 124.97 2.91% FG: 126.21 7.45% FL: 124.64 6' 1.49% TC: 124.75 126 FG: 125.45 FG: 124.94 FL: 124.75 126 5' 2.00% FG: 125.40 STA:3+10.24, 46.51' LT TC: 125.96 9.49' 1.50% TC: 126.14 LEGEND DETECTABLE WARNING FL: 125.96 FL: 125.81 SURFACE PER WSDOT 172ND ST NE STA:5+15.55, 28.50' LT TC: 125.45 FG FINISHED GRADE ELEVATION STANDARD PLAN F-45.10 FG: 124.71 FL: 124.95 TC: 124.90 DETECTABLE WARNING TC: 125.88 EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION 172ND ST NE TC: 125.35 FL: 124.90 SURFACE PER WSDOT FL: 125.88 FL FLOWLINE ELEVATION FL: 125.02 STANDARD PLAN F-45.10 172ND ST NE R17 RAMP DETAIL R16 RAMP DETAIL R5 RAMP DETAIL 1 SCALE: 1" = 5' 2 SCALE: 1" = 5' 3 SCALE: 1" = 5' TC: 126.77 FL: 126.44 DETECTABLE WARNING FG: 125.00 172ND ST NE DETECTABLE WARNING TC: 125.48 SURFACE PER WSDOT FG: 124.43 SURFACE PER WSDOT FL: 125.16 STANDARD PLAN F-45.10 FL: 124.88 STANDARD PLAN F-45.10 FL: 124.75 TC: 125.21 FL: 125.35 5+00 TC: 125.08 TC: 125.67 FL: 124.49 TC: 124.99 TC: 125.24 FG: 125.24 8' TC: 125.11 1.50% EG: 124.94 TC: 126.66 FL: 124.61 1.50% SAWCUT LINE FL: 126.33 7.87% 1.86% 9.98' 8' (TYP.) FG: 125.09 FG: 124.55 10' 15.71' 13.31' 6.30% TC: 125.00 12.85' FL: 124.50 4' FG: 124.56 15.29' FL: 125.55 1.50% 0.77% 1.23% FL: 126.18 1.50% TC: 125.88 TC: 126.51 1.50% 10' 0.69% 5.47% 1.50% 125 5' 3.15% 1.50% FL: 126.26 TC: 124.62 11' TC: 126.59 TC: 125.03 FL: 124.62 8' FG: 125.39 FL: 124.70 1.55% FL: 125.46 DETECTABLE WARNING TC: 125.80 DETECTABLE WARNING FG: 124.63 SURFACE PER WSDOT EG: 125.10 SURFACE PER WSDOT STANDARD PLAN F-45.10 172ND ST NE MATCH EXISTING FG: 124.76 STANDARD PLAN F-45.10 6.98' 172ND ST NE 172ND ST NE CROSS SLOPE 125 R15 RAMP DETAIL R6 RAMP DETAIL R8 RAMP DETAIL R13 RAMP DETAIL 4 SCALE: 1" = 5' 5 SCALE: 1" = 5' 6 SCALE: 1" = 5' 7 SCALE: 1" = 5' FL: 125.55 FG: 125.48 172ND ST NE FL: 125.66 TC: 125.88 FL: 125.28 DETECTABLE WARNING TC: 125.99 TC: 125.61 FL: 125.12 172ND ST NE SURFACE PER WSDOT FL: 125.75 4' TC: 125.12 STA:3+08.84, 22.99' RT STANDARD PLAN F-45.10 TC: 125.75 1.50% DETECTABLE WARNING STA:5+15.05, 43.14' RT 6.76% SURFACE PER WSDOT FL: 125.85 FG: 126.04 FG: 125.42 FG: 125.66 STANDARD PLAN F-45.10 TC: 125.85 FG: 125.93 1.50% 7.43' FG: 125.17 FL: 125.93 FG: 125.79 FL: 124.98 TC: 126.26 TC: 124.98 FG: 125.94 126 FL: 124.85 FG: 125.04 TC: 125.18 3.02% TC: 125.88 1.46% 21.6' 5' FG: 126.01 FG: 126.31 1.00% FL: 125.55 1.50% 10' FG: 125.02 10' FG: 125.89 1.50% FG: 125.22 4.97% FG: 126.10 1.50% 1.50% 2.33% 1.50% 6' 1.50% 2.78% TC: 125.92 8' 5.98% 10' FL: 125.59 126 5.99% 1.50% 9.96' 8' 5' 10' 1.50% 8.16' 10' TC: 125.94 FG: 126.18 1.50% 5' 1.50% FL: 125.61 FG: 125.81 1.50% 6' FG: 125.32 1.00% FG: 126.22 FG: 126.08 8' FG: 125.17 FG: 125.30 FG: 125.94 FG: 126.19 FG: 126.11 1.43% EG: 126.24 FG: 126.04 EG: 126.16 FG: 126.46 FG: 124.89 R14 RAMP DETAIL R7 RAMP DETAIL R18 RAMP DETAIL 8 SCALE: 1" = 5' 9 SCALE: 1" = 5' 10 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-2 B ASI-031 PERMIT REVISION 1/25/2021 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 27 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 57 TRAVIS HALE 01/25/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 PB PB 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 PB 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 28 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 29 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 30 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 31 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - PM-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 32 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 PB PB 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 PB 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 33 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 34 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 35 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 36 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 37 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 15 43rd Ave NE 43rd Ave NE ONLY 172nd St NE ONLY ENTRANCE ONLY AHEAD SPEED TOURIST LIMIT ENDS ACTIVITIES BIKE LANE 35 51ST AVE NE RIGHT LANE BEGIN RIGHT TURN LANE MUST TURN RIGHT YIELD TO BIKES KEEP THE 43RD AVE NE 43RD AVE NE CHANGE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - SG-06 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 38 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 73+00 PB PB 72+00 PB 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C T 71+00 C PB T C Â· Â· C 70+00 Â· Â· PB Â· REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-01 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 41 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-02 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 42 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PB scv PB PB PB REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-03 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 43 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-04 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 44 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-05 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 45 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-06 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 46 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-07 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 47 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-08 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 48 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - TS-09 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 49 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 01-25-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES KEEP MERGE WITH ROAD RIGHT LANE ROAD WORK TRAFFIC CLOSED AHEAD AHEAD RIGHT CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R ROAD PROTECTIVE VEHICLE (WORK VEHICLE) = R CLOSED â€ â€ 74+00 73+00 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK KEEP AHEAD RIGHT RIGHT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 50 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 01-25-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 ROAD CLOSED 68+00 67+00 ROAD CLOSED 66+00 SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 51 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 01-25-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROAD WORK XX FT ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 ROAD ROAD WORK WORK TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R XX FT AHEAD PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 52 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 01-25-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. END DETOUR DETOUR ROAD CLOSED NO TURNS NO ACCESS TO USE SMOKEY TO AT 172ND ST NE VIA POINT BLVD THRU TRAFFIC 43RD AVE NE 43RD AVE NE DETOUR 43RD AVE NE 43RD AVE NE 172ND ST NE USE SMOKEY NO ACCESS TO DETOUR POINT BLVD/ 172ND ST NE VIA 51ST AVE NE 43RD AVE NE 172ND ST NE DETOUR DETOUR 43RD AVE NE DETOUR 172ND ST NE 43RD AVE NE DETOUR DETOUR NO TURNS AT NO TURNS 43RD AVE NE AT 172ND ST NE 43RD AVE NE DETOUR USE SMOKEY 43RD AVE NE USE SMOKEY POINT BLVD DETOUR POINT BLVD/ ROAD CLOSED 43RD AVE NE TO 51ST AVE NE DETOUR THRU TRAFFIC 43RD AVE NE DETOUR 43RD AVE NE DETOUR 43RD AVE NE DETOUR ROAD CLOSED TO THRU TRAFFIC PHASE 1 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 53 Office (425) 889-6747 (303)846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 01-25-2022 DUSTIN QUATTROCCHI Phase 1 Detour SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES ROAD LEFT LANE ROAD MERGE WITH WORK TRAFFIC CLOSED AHEAD AHEAD CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK AHEAD LEFT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 54 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 01-25-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 68+00 67+00 ROAD RIGHT LANE WORK CLOSED AHEAD AHEAD RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD 66+00 CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 55 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 01-25-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 KEEP RIGHT KEEP ROAD WORK AHEAD TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R RIGHT PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 56 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 01-25-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. NO ACCESS ROAD CLOSED NO LEFT USE SMOKEY SOUTH OF TO TURN AT POINT BLVD 172ND ST NE THRU TRAFFIC 43RD AVE NE USE SMOKEY POINT BLVD/ 51ST AVE NE NO LEFT TURN AT NO LEFT 43RD AVE NE TURN AT 43RD AVE NE NO ACCESS USE SMOKEY SOUTH OF USE SMOKEY POINT BLVD 172ND ST NE POINT BLVD/ 51ST AVE NE ROAD CLOSED TO THRU TRAFFIC PHASE 2 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 01-25-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 57 Office (425) 889-6747 (303)846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 01-25-2022 DUSTIN QUATTROCCHI Phase 2 Detour SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 73+00 74+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen Phone: 425-250-0584 01-25-2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen Phone: 425-250-0584 01-25-2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen Phone: 425-250-0584 01-25-2022 Panattoni Arlington - Project Roxy WSDOT Chan Plan Responses Sheet Jurisdiction/ Comment # Comment Designer Response Number Department 1 CH-03 WSDOT Should we round this to discourage left turn onto SR 531? TENW: Comment incorporated as requested. TENW: Yes, this is a paved widened shoulder. To prevent cars from driving 2 CH-03 WSDOT Is this paved? If paved, what will keep car from driving on it? on the shoulder, a temporary traffic barrier will be installed. See surfacing plan for more details. TENW: Comment acknowledged but not incorporated. Comment is being 3 CH-03 WSDOT Remove 13' shoulder and taper further discussed between the City and WSDOT. 4 CH-03 WSDOT Clarify Existing Shoulder TENW: Revised limits of existing shoulder. TENW: Comment incorporated as requested. See sheet PV-18 for more 5 CH-03 WSDOT Add 18" yellow pylon. details on installation. 150' precast curb to reinforce left turn restriction see Standard Plan F- TENW: Comment incorporated as requested. See sheet PV-18 for more 6 CH-03 WSDOT 10.64-03. details on installation. TENW: Comment incorporated as requested. See sheet PV-18 for more 7 CH-03 WSDOT Add 18" yellow pylon. details on installation. 8 CH-03 WSDOT Remove edge line beyond stop bar. TENW: Comment incorporated as requested. 9 CH-03 WSDOT Add 'ONLY'. Nore: Order is reversed to match R3-5R sign. TENW: Comment incorporated as requested. TENW: Comment acknowledged but not incorporated. Comment is being 10 CH-03 WSDOT Do not pave 13' shoulder. further discussed between the City and WSDOT. 11 CH-03 WSDOT Clarify Existing Shoulder TENW: Revised limits of existing shoulder. Page 1 of 1 1/26/2022 PLANS, SPECIFICATIONS AND ESTIMATE REVIEW Project Title Job Charge: NW Region Plans Reviewer: Office & Mail Stop: Phone: Date: Sheet 1 of 3 Office: Comments by: Commenting Office & Mail Stop: Commentor's Phone: Date: ITS Dave Chitty ITS / MS120 206-410-0022 1/25/2022 Implementation # Sht/Pg Reviewerâ€™s Comment Designerâ€™s Response Init. 1 TS-01 At the new data station / CCTV cabinet, please add the TENW: Comment incorporated as requested. CCTV name, â€œ5312vc00721,â€ under â€œ531es00712â€ attached to CN10. At the new camera, please add the CCTV name, 2 TS-01 TENW: Comment incorporated as requested. â€œ5312vc00721,â€ to CN8. 3 TS-01 CN10, please change the cabinet to a â€œType 334D.â€ There TENW: Comment incorporated as requested. is not enough room to add the camera control panel and fiber preterminated patch panel to data station without blocking access to terminals, which is not allowed by spec. TENW: Wire schedule moved to sheet TS-02 to declutter the 4 TS-01 This sheet is really cluttered and very difficult to read. plans. Contractor has not expressed any issues with the plan Please move the wire notes, construction notes and legend size and in order to increase the size, the plan view would to a separate sheet and expand the plans so they are need to be split into multiple sheets which is not feasible at easier to read. this stage in the project. 5 TS-01 WN21 shows 26 loop lead-in cables going through a single TENW: Comment incorporated as requested. Wire note 21 2â€ conduit. Thatâ€™s not allowed or possible. Please provide has been revised to include 2-3â€ conduits with lead-ins, as the number and size of conduits to accommodate the loop well as a spare 3â€ conduit per the ITS Design Requirements, lead-ins, as well as a spare conduit into the cabinet section 1.4.3.4. foundation in accordance with the ITS Design Requirements, section 1.4.3.4. 6 TS-01 The fiber from the east (51st) ends at the existing signal TENW: Wire notes revised per the markups provided. cabinet 531ts00712. That 12 SMFO cable should be pulled back to the new CV at the new 531es00731 with 50â€™ of slack left in the CV on that cable after splicing. Wire notes corrected on attached mark-up. The existing 12 SMFO fiber from the west is shown being 7 routed into the new CV at the new 531es00712. That cable TS-01 ends at the existing signal cabinet 531ts00712 and will not TENW: Wire notes revised per the markups provided. reach. This cable should be replaced with a new 24 SMFO cable back to the new signal at 40th. Wire notes corrected PLANS, SPECIFICATIONS AND ESTIMATE REVIEW Project Title Job Charge: NW Region Plans Reviewer: Office & Mail Stop: Phone: Date: Sheet 2 of 3 Office: Comments by: Commenting Office & Mail Stop: Commentor's Phone: Date: ITS Dave Chitty ITS / MS120 206-410-0022 1/25/2022 Implementation # Sht/Pg Reviewerâ€™s Comment Designerâ€™s Response Init. on attached mark-up. 8 TS-03 Need to show the new (proposed) signal cabinet at 40th TENW: Schematic revised to show new signal cabinet at 40th and that there will be a new 24 SMFO from that cabinet to and new 24-SMFO from that cabinet to new data station the new data station at 43rd. 51st can be deleted. There cabinet at 43rd as requested. 51st included for reference but should be no work at 51st. revised to show no work needed at this intersection. 9 TS-01 WN21 shows power to the cabinet going through the same TENW: Wire note 21 revised to have power in separate conduit as the loop leads-ins and the CCTV control cable. conduit as requested. Wire schedule revised to show power Power needs to be in a separate conduit run. conductors in separate conduit for all conduit runs. WN21 points at a conduit run just north of loop _MW_O_1. 10 TS-01 TENW: This wire note 21 has been changed to a new wire There needs to be a new note here without the camera note 22, which does not contain the camera control cable as control cable and with the correct sizing as discussed in my requested. comment #6, except that a spare is not required here. Wire note 22 is shown on the west side of the intersection, 11 TS-01 TENW: This wire note has been changed to wire note 23 and but it is not in the wiring schedule. Please add. has been added to the wiring schedule. 12 TS-01 Between EB and WB lanes on the east side of the TENW: This wire note has been changed to 23, which has roundabout, next to loop _MW_OS2, please change to been added to the wire schedule. Wire note 12 includes a 5c WN21 to WN12. wire for the RRFB, which is not included in this conduit run. 13 TS-01 WN17 needs a spare conduit in accordance with the ITS TENW: Spare conduit added to wire note 17 as requested. Design Requirements section 1.4.3.1 since it is crossing a roadway. 14 TS-01 WN4 has 18 2C(SH), 2 â€“ 5C, and 2 # 4 in a single 2â€ TENW: Wire note 4 has been revised as requested to have conduit. Please size this conduit for the required 2-3â€ conduit with conductors and 1 spare conduit. conductors, along with a spare 2â€ as required by ITS Design Requirements section 1.4.3.1. 15 TS-01 Please double-check conduit fill for all wire runs, especially TENW: Conduit fill calculations have been verified as 3, 4, 6, 7, 8, 13,18 and 21. requested. 16 TS-01 Change CN11 to: TENW: Construction note 11 revised as requested. PLANS, SPECIFICATIONS AND ESTIMATE REVIEW Project Title Job Charge: NW Region Plans Reviewer: Office & Mail Stop: Phone: Date: Sheet 3 of 3 Office: Comments by: Commenting Office & Mail Stop: Commentor's Phone: Date: ITS Dave Chitty ITS / MS120 206-410-0022 1/25/2022 Implementation # Sht/Pg Reviewerâ€™s Comment Designerâ€™s Response Init. Intercept and extend existing conduit to new cable vault. Route new 24 SMFO cable from the signal at 40th into the CV for splicing. Pull back the existing 12 SMFO from the east and route into the new cable vault for splicing, ensuring there will be 50â€™ of slack in the cable vault after re- routing and splicing. Splice 12 SMFO, 24 SMFO and preterminated patch panel stub out cable in an approved splice enclosure in accordance with the splice detail on TS- 03 and the Special Provisions. 17 TS-01 Add a Pull Box and symbol to the Legend. The cable vault TENW: Highlighted cable vaults have been revised to pull in the detail on the bottom left of the sheet, and the three boxes as requested. Pull box symbol has been added to the cable vaults shown on the NE, NW, and SW corners legend. (associated with WN17), should be pull boxes. 18 TS-01, RM- I donâ€™t see anything that shows the existence or removal of TENW: Existing traffic signal pole, signal heads and existing 1 the existing signal poles, signal heads, or the existing CCTV camera 531vc00712 have been added to the signal CCTV camera 531vc00712 on the signal pole on the SW plans and demolition plans as requested, see construction corner of the intersection. This all needs to be shown and notes 12-15 on TS-01. Construction note 12 added to say the the camera needs to be returned to WSDOT. camera shall be returned to WSDOT. 19 TS-01 There needs to be a temporary signal system to operate TENW: Traffic Control Plans that have been approved by the the intersection before the roundabout is completed. City have been added to the end of the plan set. A temporary signal is not required for the proposed construction sequencing. 20 TS-04 Each of the four details on this sheet needs to be on its TENW: Details have been enlarged and placed on separate own sheet so it is readable. sheets as requested. 21 TS-05 Each of the two details at the top of this sheet needs to be TENW: Details have been enlarged and placed on separate on its own sheet so it is readable. The Standard Plans at sheets as requested. Standards plans at the bottom of this the bottom of the sheet can be deleted. sheet have been deleted. 22 TS-03 There are a lot of things wrong on this sheet. See attached TENW: Splice details, patch panel layout and interconnect PLANS, SPECIFICATIONS AND ESTIMATE REVIEW Project Title Job Charge: NW Region Plans Reviewer: Office & Mail Stop: Phone: Date: Sheet 4 of 3 Office: Comments by: Commenting Office & Mail Stop: Commentor's Phone: Date: ITS Dave Chitty ITS / MS120 206-410-0022 1/25/2022 Implementation # Sht/Pg Reviewerâ€™s Comment Designerâ€™s Response Init. mark-up and attached splice details for comments on this schematic have been revised per the provided markups. sheet. Panattoni Arlington - Project Roxy WSDOT PM and Signage Plans Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department TENW: Traffic Control Plans that have been approved by the City have been added to the end of the plan set. Should be noted that the City is the final approver of the TCP plans. A temporary signal is not required for the proposed construction sequencing that disables the signal right away. The Where is the temporary signal plan? Is the construction plan to go from 1 IL-01 WSDOT first phase of the project will close down access to 43rd Ave so there the permanent signal to a functioning RAB in a single closure? essentially wonâ€™t be any cross traffic during that time and during the second phase when 43rd opens it will be right in right out only, yield controlled on 43rd. See email correspondece with Dawn Anderson dated 01/19/2022. All the lighting is on one circuit? Luminaires should be on alternating TENW: Illumination is to be owned and maintained by the City. City has not 2 IL-01 WSDOT circuits commented on the circuit assignment thus no changes were made. TENW: Comment incorporated as requested. This was not accomodated 3 IL-01 WSDOT All new under road crossings should include a 2" spare conduit. for existing crossings. TENW: Symbol represents a cable vault for traffic signal. Removed symbol 4 IL-01 WSDOT What is this symbol? from Illumination Plan's legend. 5 TS-01 WSDOT All new PVC conduit shall be SCH80 TENW: Comment incorporated as requested. 6 TS-01 WSDOT All new crossings should include a spare TENW: Comment incorporated as requested. 7 TS-01 WSDOT A 2" cannot accomodate this many wires TENW: Wire schedule has been revised to meet allowable conduit fill. 8 TS-01 WSDOT service power? TENW: Service power added to wire note 19 as requested. 9 TS-01 WSDOT breaker schedule? TENW: Breaker schedule added as requested. TENW: This wire note has been revised to be wire note 22, and CCC is not 10 TS-01 WSDOT What's this CCC for? in wire note 22. How does this all fit in the conduit? A single 2" conduit into the cabinet 11 TS-01 WSDOT TENW: See comment response to comment 7. is not the design standard TENW: 120V power is provided to the existing service cabinet at the intersection which is being utilized for the new data cabinet in place of the ITS equipment works at 120V. Is the service providing that? Is line loss 12 TS-01 WSDOT signalized intersection. Line loss has been verified and is not an issue for not an issue? the service to the the ITS equipment. To accomodate line loss, the size of the power conductor was revised to 2/0. TENW: Camera cabinet is within the ITS Data Station cabinet which has 13 TS-01 WSDOT Where is the camera cabinet? been revised to 334D, see construction note 10 for further detail. Page 1 of 2 1/26/2022 Panattoni Arlington - Project Roxy WSDOT PM and Signage Plans Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department TENW: RRFB symbol is captured as FB signal pole in the legend. All components of the RRFB are show seperately within the legend. Pole shall 14 TS-01 WSDOT Missing RRFB symbol be type FB signal pole, with pole mounted signs, pushbuttons, & controller cabinets. TENW: Comment acknowledge but not incorporated. Further discussion 15 PV-1B WSDOT Remove paving for future acceleration lane. between City & WSDOT to occur in order to finalize the widened shoulder. 16 PM-04 WSDOT Add 'ONLY'. Note: Order is reversed to match R3-5R sign. TENW: Comment incorporated as requested. 17 SG-04 WSDOT Add stop sign with R3-5R sign (right arrow with ONLY). TENW: Comment incorporated as requested. Page 2 of 2 1/26/2022 GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET PAVING, TYP. SEE CIVIL. GENERAL PLANTING NOTES 1. PLANTING SHALL CONFORM TO ALL CITY OF ARLINGTON CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. RESTORE DISTURBED RESTORE DISTURBED PLANTING AREAS TO EXISTING CONDITIONS OR BETTER. AREAS TO EXISTING CONDITIONS OR 2. CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. BETTER, TYP. 172ND ST. NE 3. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 4. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR QUICK COUPLER 4 SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS L-1.3 AND ESTIMATING GROUNDCOVER QUANTITIES. RIGHT OF WAY 5. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS LINE AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. T 6. SEE SHEET L-1.2 FOR PLANT SCHEDULE AND DETAILS 7. SEE PROJECT ROXY FOR SPECIFICATIONS. 8. PROVIDE TEMPORARY IRRIGATION AS REQUIRED UNTIL PLANTS ARE ESTABLISHED. COORDINATE WITH PROJECT ROXY IRRIGATION INSTALLER. PLANTING OUTSIDE OF TRENCHING AND SLEEVING 3 ROUNDABOUT BY OTHERS. SEE PROJECT ROXY. L-1.3 PLANT SCHEDULE ROUNDABOUT SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY MAIN LINE STUB-UP BY RU RHAPHIOLEPIS UMBELLATA 'MINOR' TM GULF GREEN INDIAN HAWTHORN 5 GAL 8 OTHERS- SEE PROJECT ROXY AND COORDINATE WITH ROXY IRRIGATION GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY INSTALLER LAWN CG CEANOTHUS GLORIOSUS POINT REYES CEANOTHUS 1 GAL 48" o.c. 28 MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO EULALIA GRASS 1 GAL 36" o.c. 58 43RD AVE. NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: C F W A S H MS 09-14-2021 E O AND IN PANATTONI C ASI-031.1 PERMIT REVISION 2-23-2022 EH T IG D. ER G A A S T Panattoni Arlington - R E O DEVELOPMENT N L-1.1 T C N DRAWN BY: JOB NO.: S COMPANY, LLC Project Roxy EH AHBL #2200283.40 L T T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: A N 2 O 2 C N . 0 TACOMA, WA 98402 1 2 E S P O K A N E T R I - C I T I E S D 0 / S 05 /14 T APPROVED BY: DRAWING FILE NO.: EXP.03 I 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF C H A C CS P E A R 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB THALE@PANATTONI.COM PLANTING PLAN 2 02/23/2022 TRAVIS HALE NOTE: GROUNDCOVER PLANTING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. SPACING X .86 FOR TRIANGULAR PATTERN 12" MIN FROM CURB SPACING AS SPECIFIED 3" MULCH. NO MULCH AGAINST THE BASE OF THE PLANT 3" OF MULCH. NO MULCH AGAINST BACKFILL WITH EXCAVATED SOIL THE BASE OF THE PLANT REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN BACKFILL WITH INTO GROUND. SET TOP OF BALL SCARIFY EXCAVATED SOIL. FLUSH WITH FINISH GRADE. SIDES OF WATER THOROUGHLY. PLANTING PIT LOOSEN / PULL OUT ROOTS 2X ROOTBALL FROM CONTAINER GROWN PLANTS SHRUB PLANTING GROUNDCOVER PLANTING 1 2 NTS P-2-PAN-02 1/2" = 1'-0" P-2-PAN-66 12" MAX FINISHED GRADE. 1" MIN. 6" MIN. 2" MAX. PLANTING CONDITION PAVING CONDITION NOTES: FINISH GRADE 1. DIMENSIONS ARE MINIMUM CLEARANCES. QUICK COUPLING VALVE AS SPECIFIED. PAVING SECTION PER 2. ALL TRENCH BACKFILL MATERIAL SHALL TWO STAINLESS SCH. 80 NIPPLE, LENGTH AS REQ. CIVIL PLANS BE CLEAN IMPORTED SAND. STEEL CLAMPS. 6" DEEP LAYER OF 3/4" AT 85% DENSITY 3. DO NOT TAPE OR BUNDLE WIRES IN CRUSHED ROCK. 1'-0" (SOIL BACKFILL) SLEEVES. 1'-6" STRUCTURAL FILL 3" PVC SCHEDULE 80 1'-6" AT 95% DENSITY 4. ALL SLEEVES TO BE TWICE THE SIZE OF NIPPLE. 2'-0" THE COMBINED PIPES INSIDE. 1/2" X 36" GALV STEEL PIPE. LATERAL LINE(S) 5. SLEEVES REQUIRED UNDER ALL PAVED AREAS AND WALLS. THREE PVC SCH 80 TRACER WIRE ELLS. 12" PVC SCHEDULE 80 6. SLEEVE TO EXTEND 18" BEYOND THE NIPPLE. MAIN LINE(S) EDGE OF PAVING ON BORTH SIDES. 4" 10" DIAMETER VALVE BOX. CONTROL WIRES 7. INSTALL TRACER WIRE WITH MAIN LINE HEAD BRAND "QVC" ON LID WITH 2" HIGH CHARACTERS. 4" 4" CLEAN SAND QCV TRENCHING AND SLEEVING QUICK COUPLER 3 4 1 1/2" = 1'-0" 1 1/2" = 1'-0" REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: C F W A S H MS 09-14-2021 O IN PANATTONI C ASI-031.1 PERMIT REVISION 2-23-2022 EH T E D. ANDER G AIG S T Panattoni Arlington - A E DEVELOPMENT R O T N L-1.2 C N DRAWN BY: JOB NO.: S COMPANY, LLC Project Roxy EH AHBL #2200283.40 L 1821 DOCK STREET, SUITE 100 T T A C O M A S E A T T L E SHEET NO.: A N 2 O 2 C N TACOMA, WA 98402 .1 0 E S P O K A N E T R I - C I T I E S D 0 /2 S 05 /14 T (206) 838-3851 APPROVED BY: DRAWING FILE NO.: EXP.03 I 2215 North 30th Street, Suite 300 Tacoma, WA 98403 OF C H LANDSCAPE DETAILS CS A P E A R C 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB THALE@PANATTONI.COM 2 02/23/2022 TRAVIS HALE SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PANATTONI ARLINGTON INTERSECTION TRAFFIC MITIGATION 90% SUBMITTAL SCHEDULE OF DRAWINGS SHT. NO. DWG. NO. DESCRIPTION 01 CVR COVER SHEET 02 - 03 AL-1 - AL-1B HORIZONTAL CONTROL PLAN 04 - 05 EC-1 - EC-1B EXISTING CONDITIONS AND SURVEY CONTROL PLANS 06 - 07 RM-1 - RM-1B REMOVAL AND T.E.S.C PLANS 08 RM-2 EROSION CONTROL DETAILS 09 - 11 XS-1 - XS-2B TYPICAL ROADWAY SECTIONS 12 XS-3 CURB DETAILS 13 - 14 PV-1 - PV-1B PAVING PLAN 15 PV-2 TRUCK APRON JOINTING DETAIL 16 - 20 PP-1 - PP-2D 172ND ST NE PLAN AND PROFILE 21 PP-3 43RD AVE NE PLAN AND PROFILE 22 - 23 SD-1 - SD-1B 172ND ST NE STORM DRAINAGE PLANS AND PROFILE 24 SD-2 43RD AVE NE STORM DRAINAGE PLANS AND PROFILE 25 SD-3 STORM DRAINAGE DETAILS 26 - 27 ADA-1 - ADA-2 ACCESSIBILITY DETAILS 28 - 32 PM-01 - PM-05 PAVEMENT MARKING PLAN 33 - 38 SG-01 - SG-06 SIGNING PLAN 39 - 40 IL-01 - IL-02 ILLUMINATION PLAN 41 - 49 TS-01 - TS-09 FIBER AND RRFB PLAN 50 - 57 TCP-01 - TCP-08 TRAFFIC CONTROL PLAN VICINITY MAP Call N.T.S. before you D g. 8-1-1 or 1-800-424-5555 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - CVR B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 01 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM COVER SHEET 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET 74+00 43RD AVENUE NE 400.00' 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. N1Â° 35' 20"E 1688327; NO DOCUMENT REVIEWED OR PROVIDED; EXTENDED THE EASEMENT NW'LY FROM REC. NO. 1732490 172ND HOLDINGS LLC 31052100304800 CORP OF PRESIDING BISHOP OF LDS 73+00 31052100304300 46.00' STA:4+14.86, 78.00' LT STA:3+68.91, 74.49' LT 30.00' 16.00' STA:4+28.86, 78.20' LT PROPOSED RIGHT-OF-WAY STA:2+16.33, 40.00' LT (2,150 SF) STA:3+36.03, 54.00' LT STA:4+57.27, 50.00' LT 172ND HOLDINGS LLC 31052100304800 STA:2+76.35, 54.00' LT MATCHLINE STA 11+00 SHEET PROPOSED RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY (13,310 SF) (125 SF) WSDOT ROW 72+00 WSDOT ROW BP: 0+00.00 54.00' 172ND ST NE STA: 4+00 = 40.00' 43RD AVE NE STA: 71+46.00 0+00 PI: 4+00.00 1+00 (STA: 176+10.33 PER WSDOT 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 172ND ROW PLANS) 86.00' 400.00' 4+00 PI: 71+46.00 5+00 80.00' S87Â° 34' 26"E 6+00 N 423183.60 2610.44' 7+00 BP: 11+25.23 8+00 E 1313201.08 9+00 50.00' 50.00' N 423109.13 30.00' 10+00 11+00 90.7Â° 89.3Â° E 1313737.67 172ND ST NE WSDOT ROW STA:1+10.57, 46.00' RT 11+25 WSDOT ROW 71+00 STA:1+10.62, 50.00' RT WAL-MART STORES INC STA:3+31.56, 50.00' RT 12+00 31052800207000 13+00 HERITAGE BANK 14+00 STA:4+74.68, 30.00' RT 15+00 31052800207000 16+00 AHBL #102 PI: 11+87.10 AMAZON.COM SERVICES LLC S73Â° 57' 35"E N 423135.39 31052800100500 STA:3+69.07, 82.69' RT 61.87' E 1313663.02 PROPOSED RIGHT-OF-WAY S87Â° 31' 16"E AHBL #103 EL: 125.47 765.32' N 423123.27 AL-1B NAIL AND WASHER OUTSIDE EDGE OF SHARED USE PATH E 1314257.93 68.00' STA:4+36.88, 67.68' RT EL: 123.64 NAIL AND WASHER PROPOSED RIGHT-OF-WAY (458 SF) 70+00 32.00' 36.00' HERITAGE BANK NOTES ALIGNMENT LEGEND 31052800207000 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE 1146.00' CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER N1Â° 41' 03"E WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM 69+00 CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. 43RD AVENUE NE TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WAL-MART STORES INC 00930300000301 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. 1732490 (TITLE 202151-SC, ITEM 1) 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 2 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N NOTES ALIGNMENT LEGEND GRAPHIC SCALE 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW 0 20 40 80 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 1" = 40 FEET 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, MATCHLINE STA 22+00 SEE BELOW MATCHLINE STA 11+00 SHEET BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 BP: 40+00.00 40+00 15+00 16+00 N 423116.85 S78Â° 06' 24"E 17+00 18+00 E 1314405.76 239.15' 30.00' 19+00 41+00 172ND ST NE 20+00 21+00 PI: 42+39.15 22+00 S87Â° 31' 16"E 415.02' 42+00 WSDOT ROW PI: 46+54.17 17+00 18+00 43+00 19+00 44+00 45+00 20+00 46+00 47+00 48+00 PC: 19+52.42 49+00 50+00 21+00 Î”=9Â°27'35" 22+00 23+00 R=65.00' 24+00 L=10.73' PT: 20+30.88 25+00 26+00 27+00 PT: 19+63.16 AL-1 AMAZON.COM SERVICES LLC Î”=9Â°27'35" S87Â° 31' 16"E 31052800100500 S78Â° 03' 41"E R=75.00' 533.85' OUTSIDE EDGE OF SHARED USE PATH PI: 25+64.73 55.34' L=12.38' PROPOSED RIGHT-OF-WAY OUTSIDE EDGE OF RIGHT TURN LANE S89Â° 37' 21"E PC: 20+18.50 299.98' MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 50.00' 24+00 25+00 26+00 27+00 80.00' PI: 30+10.44 28+00 EP: 31+10.44 S89Â° 17' 56"E 29+00 746.34' S89Â° 55' 31"E 30+00 31+00 172ND ST NE 90.00' S88Â° 30' 27"E 250.23' 50+00 51+00 52+00 53+00 30.00' EP: 56+50.74 100.00' WSDOT ROW 54+00 PI: 54+00.51 55+00 56+00 56+51 N 423040.16 31+10 E 1316050.93 28+00 29+00 30+00 31+00 32+00 PI: 28+64.71 65.00' 33+00 OUTSIDE EDGE OF PC: 32+34.76 S87Â° 31' 16"E SHARED USE PATH Î”=19Â°50'45" 34+00 370.05' R=159.99' 35+00 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE 35+56 L=55.42' PROPOSED RIGHT-OF-WAY AMAZON.COM SERVICES LLC PRC: 32+90.18 Î”=20Â°10'49" PT: 33+53.57 31052800100500 R=179.99' L=63.39' S87Â° 51' 20"E N 422970.75 202.09' E 1316159.25 EP: 35+55.66 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 3 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT SET REBAR AND CAP LUMINAIRE 1" = 40 FEET BASIS OF BEARING FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT N1Â° 35' 20"E DECIDUOUS TREE AS NOTED SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW ROOF DRAIN 73+00 CABLE RISER STRAIGHT ARROW 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE CORP OF PRESIDING GAS LINE BISHOP OF LDS TRAFFIC CABINET ELECTRICAL LINE 31052100304300 POWER TRANSFORMER COMMUNICATION LINE 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW MATCHLINE STA 11+00 SHEET 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 10+00 50.00' 30.00' 11+00 172ND ST NE WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' EC-1B 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 4 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE SURVEY CONTROL PLANS 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON 1" = 40 FEET ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. MATCHLINE STA 11+00 SHEET MATCHLINE STA 22+00 SEE BELOW WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW AMAZON.COM SERVICES LLC 31052800100500 EC-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW EXISTING LEGEND FOUND MONUMENT AS NOTED P POWER MANHOLE HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT 22+00 T 23+00 T SET REBAR AND CAP LUMINAIRE 50.00' 24+00 25+00 FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE 26+00 80.00' MONITORING WELL TELEPHONE RISER 27+00 28+00 BOLLARD TELEPHONE VAULT 29+00 172ND ST NE 30+00 31+00 MAIL BOX FIRE HYDRANT S88Â° 30' 27"E SIGN AS NOTED IRRIGATION CONTROL VALVE 30.00' 100.00' WSDOT ROW 31+10 UNKNOWN VAULT WATER METER GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED TEST PIT DECIDUOUS TREE AS NOTED AMAZON.COM SERVICES LLC SANITARY SEWER MANHOLE 31052800100500 STORM CLEANOUT LEFT TURN ARROW STORM CATCH BASIN STORM MANHOLE RIGHT TURN ARROW T ROOF DRAIN CABLE RISER STRAIGHT ARROW GAS METER STORM LINE GAS VALVE SEWER LINE WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE GUY ANCHOR FENCE UTILITY POWER POLE ASPHALT JUNCTION BOX CONCRETE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 5 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE SURVEY CONTROL PLANS 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. CORP OF PRESIDING PROTECT EXISTING 400.00' BISHOP OF LDS N1Â° 35' 20"E 31052100304300 STORM DRAINAGE 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 11 EXISTING SIGN TO BE RELOCATED. 73+00 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW 3 OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN 54.00' 13 TREES STORM DRAINAGE 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' 2+00 16 S87Â° 34' 30"E 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 10+00 50.00' 5 30.00' 11+00 172ND ST NE WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 11 16 5 2 13 12 5 9 14 3 6 17 8 3 1 17 WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 PROTECT EXISTING 6 HYDRANT EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED DEMOLITION NOTE TRAFFIC SIGNALS TO BE REMOVED. REMOVED CAMERA SHALL BE RETURNED TO WSDOT. 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. TESC AND DEMOLITION LEGEND NOTE WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY POLES, GUY LOOPS TO BE REMOVED N WIRES, AND OVERHEAD POWER LINES EXCEPT WHERE NOTED ON SAWCUT LINE GRAPHIC SCALE THE PLANS. NOTIFY ENGINEER WITH ANY CONFLICTS. SILT FENCE ASPHALT PAVEMENT TO REMAIN 0 20 40 80 CURB REMOVAL CONCRETE SIDEWALK TO REMAIN 1" = 40 FEET DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN MATCHLINE STA 11+00 SHEET CATCH BASIN TO REMAIN MATCHLINE STA 22+00 SEE BELOW CATCH BASIN TO BE REMOVED WSDOT ROW EXISTING FIBER LINE SHALL BE MAINTAINED AND KEPT OPERATIONAL SAWCUT LINE (TYP.) THROUGHOUT CONSTRUCTION 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE SAWCUT LINE (TYP.) 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW 5 5 3 EXISTING FIBER LINE SHALL BE 11 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING RM-1 THROUGHOUT CONSTRUCTION 2 AMAZON.COM SERVICES LLC HYDRANT REMOVE EXISTING 31052800100500 6 EXISTING FIBER LINE SHALL BE NEW IMPROVEMENTS (TYP.) GRAVEL DRIVEWAY 3 MAINTAINED AND KEPT OPERATIONAL 2 2 THROUGHOUT CONSTRUCTION DEMOLITION ON PRIVATE PROPERTY UNDER SEPARATE PERMIT MATCHLINE STA 22+00 SEE ABOVE KEYNOTES WSDOT ROW 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. 5 3 REMOVE EXISTING TREE SAWCUT LINE (TYP.) 3 PROTECT EXISTING GAS LINE. 22+00 T 23+00 T 24+00 50.00' 25+00 4 PROTECT EXISTING CULVERT. 26+00 27+00 80.00' 28+00 5 PROTECT EXISTING WATER UTILITY. 29+00 30+00 172ND ST NE 31+00 S88Â° 30' 27"E 6 PROTECT EXISTING SURVEY MARKER. 30.00' 100.00' WSDOT ROW 31+10 7 PROTECT EXISTING SERVICE CABINET. 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. 9 PROTECT COMMUNICATIONS PEDESTAL. PROTECT EXISTING 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. HYDRANT 11 5 T 11 EXISTING SIGN TO BE RELOCATED. PROTECT EXISTING REMOVE EXISTING NEW IMPROVEMENTS (TYP.) HYDRANT WATER METER AND 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. VALVE AMAZON.COM SERVICES LLC 11 2 31052800100500 13 EXISTING JUNCTION BOX TO BE RELOCATED. 14 EXISTING STREET LIGHT TO BE RELOCATED. 51ST AVE NE 15 EXISTING SERVICE CABINET TO BE RELOCATED. REMOVE EXISTING GRAVEL DRIVEWAY DEMOLITION ON PRIVATE DEMOLITION ON ALONG 16 PROTECT EXISTING SANITARY SEWER. PROPERTY UNDER 51ST AVENUE NE UNDER SEPARATE PERMIT SEPARATE PERMIT 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 7 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 8 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM EROSION CONTROL DETAILS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) ROADWAY CL 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) VARIES 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 3' PAVED SPLITTER ISLAND 3' PAVED 8' SIDEWALK BUFFER PAVEMENT WIDTH VARIES WIDTH VARIES PAVEMENT WIDTH VARIES BUFFER 10' (TYPICAL) SIDEWALK 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 1.5% 1.5% 1' VARIES 1' 1.5% 1.5% 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER VARIES VARIES NOT STEEPER NOT STEEPER THAN 4H:1V 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) THAN 4H:1V 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 4 19 19 4 14 13 13 14 3 8 8 3 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 8 3 2 1 19 1 2 3 8 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 3 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. NE 172ND ST SECTION A NE 172ND ST STA: 1+62.13 TO STA: 3+40.03 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) A NOT TO SCALE 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. ROADWAY CL 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER BUFFER WIDTH 19 SHOULDER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. VARIES 3' MIN. LANE LANE WIDTH 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 5' SIDEWALK WIDTH VARIES WIDTH VARIES VARIES 1.5% VARIES VARIES NOT STEEPER 1 MATCH EXISTING NOT STEEPER 30.0' PAVEMENT ELEVATION THAN 4H:1V THAN 4H:1V 4 13 14 8 13 14 14 13 2 1 1 2 3 1 2 SAWCUT LINE PER PLAN EXISTING PAVEMENT SECTION 43RD AVE NE ROADWAY SECTION B 43RD AVE NE STA: 72+72.13 TO STA: 73+18.31 B NOT TO SCALE ASPHALT PAVEMENT GRIND AND INLAY 1 NOT TO SCALE CENTER OF ROUNDABOUT CENTRAL ISLAND WIDTH VARIES CIRCULATING ROADWAY TRUCK APRON TRUCK APRON CIRCULATING ROADWAY VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES WIDTH VARIES 10' MAX 3' PAVED 3' PAVED 8' SIDEWALK BUFFER BUFFER 10' (TYPICAL) SIDEWALK VARIES VARIES 1.5% 2.0% 20 2.0% 1.5% 1.5% 3% MAX 3 3% MAX 1.5% NOT STEEPER THAN 4H:1V NOT STEEPER 17 17 THAN 4H:1V 4 19 19 4 14 13 3 2 3 7 10 9 9 10 7 3 2 3 13 14 8 1 1 8 CENTER OF ROUNDABOUT SECTION C C NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 9 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY CL EXISTING SIDEWALK TO REMAIN WIDTH VARIES BUFFER VARIES WIDTH VARIES SPLITTER ISLAND PAVEMENT WIDTH VARIES WIDTH VARIES LANE WIDTH VARIES 4' BUFFER 5' SIDEWALK ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 1' VARIES 1' 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 1.5% VARIES VARIES NOT STEEPER THAN 4H:1V 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 4 13 14 14 13 14 13 8 8 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 8 3 2 1 11 1 2 3 8 12 43RD AVE NE ROADWAY SECTION D 6 NOT USED 43RD AVE NE STA: 69+57.01 TO STA: 70+73.84 D NOT TO SCALE 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER ROADWAY CL 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE EXISTING LANE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. WIDTH VARIES 12' LANE 4' BUFFER 5' SIDEWALK 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 1.5% 13 0.33' TOP SOIL, TYPE A NOT STEEPER THAN 4H:1V 14 SEEDING, FERTILIZING, AND MULCHING 4 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 14 13 14 13 18 8 3 2 1 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 43RD AVE NE ROADWAY SECTION E 43RD AVE NE STA: 68+24.06 TO STA: 69+57.01 REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 E NOT TO SCALE AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY ROADWAY CL 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION VARIES 5' ASPHALT PAVEMENT SPLITTER ISLAND PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1' VARIES 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 19 THAN 4H:1V 13 14 3 3 2 1 3 1 2 3 14 13 15 13 14 NE 172ND ST SECTION F 16 NE 172ND ST STA: 4+82.83 TO STA: 6+65.43 F NOT TO SCALE ROADWAY CL 5' ASPHALT PAVEMENT PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 THAN 4H:1V 13 14 3 2 1 1 2 3 14 13 15 13 14 NE 172ND ST SECTION G NE 172ND ST STA: 6+65.43 TO STA: 8+77.23 16 G NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 10 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTINGRIGHT-OF-WAY 30.0' VARIES 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 2.0' FLAT GRAVEL 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER PROPOSED RIGHT-OF-WAY 19 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTING VARIES 10.0' PERVIOUS PAVEMENT VARIES 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 14.0'Â± PATHWAY VARIES 16.0'Â± REFER TO PRIVATE 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION EXISTING RIGHT-OF-WAY CENTERLINE 4:1 MAXIMUM SLOPE 15 SHARED USE PATH EXISTING EDGEOF PAVEMENT PROFILE GRADES 16 EG = 121.5Â± NE 172ND ST SECTION H H SCALE: 1" = 5' EXISTINGRIGHT-OF-WAY 30.0' VARIES 2.0' WIDE PAVED 2.0' FLAT GRAVEL INSIDE SHOULDER 2.0' WIDE PAVED 2.0' WIDE LEVEL SPREADER OUTSIDE SHOULDER MATCH ROADWAY SLOPE 10.0' PERVIOUS 1.0' FLAT EXISTING BUFFER PATHWAY VARIES 6.0' PAVEMENT VARIES 11.0' LANE WIDTH 14.0'Â± CAVFS VARIES 16.0'Â± VARIES PROPOSED RIGHT-OF-WAY 2 SHARED USE PATH SD-3 PROFILE GRADES RIGHT TURN LANE VARIES EXISTING RIGHT-OF-WAY CENTERLINE 2.0% REFER TO PRIVATE PROFILE GRADES 4.0% 1.5% TYP. 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION 4:1 MAXIMUM SLOPE 1" DROP EXISTING EDGEOF PAVEMENT 13 14 1 2 3 15 16 EG: 123.5Â± NE 172ND ST SECTION I I SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 11 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-3 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 12 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM CURB DETAILS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PAVING LEGEND N SAWCUT LINE SEE RM-1 GRAPHIC SCALE 0.15' GRIND AND INLAY SEE XS-1 0 20 40 80 HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 1" = 40 FEET PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 74+00 PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 43RD AVENUE NE CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 PAVING NOTES CURB 1 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER (RC&G) WSDOT STD. PLAN F-10.18 3' SMOOTH CURB 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. TRANSITION CURB 2 ROUNDABOUT CEMENT 172ND HOLDINGS LLC 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL CONCRETE CURB AND GUTTER WSDOT STD. PLAN F-10.18 31052100304800 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM L35 CAPABLE OF PERFORMING SUCH WORK. ROUNDABOUT CENTRAL ISLAND CORP OF PRESIDING L38 BISHOP OF LDS B 73+00 CEMENT CONCRETE CURB WSDOT STD. PLAN F-10.18 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL 31052100304300 XS-1 PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE *ROUNDABOUT SPLITTER ISLAND L39 C41 LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' NOSING CURB WSDOT STD. PLAN F-10.18 C26 CRUSHED SURFACING BASE COURSE (CSBC). 4 L37 L33 **DETECTABLE WARNING SURFACE WSDOT STD. PLAN F-45.10 ADA-1 C35 4 3' SMOOTH CURB TRANSITION 2 L32 ADA-1 *CONTRACTOR SHALL MODIFY ROUNDABOUT SPLITTER ISLAND NOSING CURB HEIGHT TO MATCH MATCHLINE STA 11+00 SHEET ADA-2 BIORETENTION CELL SPLITTER ISLAND HEIGHT 172ND HOLDINGS LLC C39 C F REFER TO SHEETS 31052100304800 1 C25 XS-2 XS-1 SD-1 TO SD-3 ADA-2 A C38 XS-1 C42 C37 C36 G XS-2 3 4 WSDOT ROW L30 ADA-2 ADA-1 L41 72+00 PRECAST DUAL FACED SLOPED C47 WSDOT ROW MOUNTABLE CURB PER WSDOT C43 4 STANDARD PLAN F-10.64-03 C2 L43 ADA-2 0+00 L1 C24 6 1+00 C1 C23 2+00 ADA-2 C45 5+00 TYPE 2 MAINTENANCE PULLOUT C5 C3 4+00 5 PROVIDE SMOOTH TRANSITION C6 C34 ADA-2 6+00 L27 3+00 BETWEEN NEW CURB AND C4 C48 C32 7+00 C33 L36 8+00 L25 EXISTING CURB 3' SMOOTH CURB TRANSITION C7 C27 C29 C31 L26 9+00 L8 L45 10+00 C28 11+00 L10 172ND ST NE C44 WSDOT ROW C22 L23 L24 C21 BP: 11+25.23 EDGE OF PAVEMENT LINE TABLE C8 11+25 WSDOT ROW 7 1 8 71+00 5 L21 CAVFS ADA-2 ADA-1 ADA-2 ADA-1 PI: 11+87.10 REFER TO SHEETS Line # Length Direction L15 C15 12+00 SD-1 TO SD-3 WAL-MART STORES INC C13 13+00 31052800207000L1 42.45 S87Â° 34' 25.17"EHERITAGE BANK 14+00 31052800207000 172ND ST NE STA: 4+00 = C9 15+00 C20 16+00 L8 75.97 N82Â° 05' 07.75"E 43RD AVE NE STA: 71+46.00 C16 PV-1B L10 13.12 S54Â° 22' 21.86"E C12 9 OUTSIDE EDGE OF ADA-2 SHARED USE PATH L15 15.69 S83Â° 11' 56.36"E 5 AMAZON.COM SERVICES LLC L16 84.72 S4Â° 52' 40.25"W ADA-1 31052800100500 5 L17 3.11 N16Â° 54' 10.65"E C10 ADA-1 L16 L18 185.79 N3Â° 06' 04.21"E D 70+00 EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE XS-2 L21 7.43 N78Â° 11' 30.45"E Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length HERITAGE BANK 3' SMOOTH CURB TRANSITION C19 L23 140.27 S89Â° 28' 06.31"E 31052800207000 C1 133.37 514.22 14.86 N84Â° 18' 59"E 133.00 C18 13.98 4.76 168.35 N84Â° 04' 38"W 9.46 C34 1.90 1.00 109.02 S62Â° 54' 27"W 1.63 L24 226.91 N89Â° 14' 44.19"E C2 6.44 3.25 113.49 S41Â° 37' 25"E 5.44 C19 60.86 1584.88 2.20 N7Â° 16' 43"E 60.85 C35 46.79 151.00 17.75 S20Â° 32' 02"E 46.60 C11 C18 L25 15.58 N82Â° 51' 07.10"W 2 C3 21.49 74.32 16.57 S9Â° 25' 12"W 21.41 C20 112.80 90.00 71.81 N39Â° 00' 27"E 105.56 C36 6.69 3.00 127.84 S34Â° 30' 37"W 5.39 ADA-1 L26 5.50 S7Â° 08' 52.90"W C4 2.03 1.00 116.10 S59Â° 11' 20"W 1.70 C21 52.21 389.00 7.69 N78Â° 45' 32"E 52.17 C37 20.99 88.85 13.54 S87Â° 13' 47"W 20.94 L27 225.43 N82Â° 51' 07.10"W C5 72.72 113.50 36.71 N81Â° 06' 48"W 71.48 C22 54.34 385.00 8.09 N86Â° 38' 53"E 54.30 C38 2.15 1.00 123.32 N37Â° 52' 42"W 1.76 L18 L30 32.07 N45Â° 27' 02.62"W C6 103.59 499.00 11.89 S86Â° 28' 45"W 103.40 C23 82.13 322.00 14.61 S89Â° 50' 40"W 81.90 C39 34.48 81.00 24.39 N11Â° 35' 19"E 34.22 L32 14.56 N61Â° 16' 55.50"E 3 69+00 C7 67.61 87.51 44.27 S76Â° 30' 28"E 65.94 C24 81.70 90.00 52.01 N71Â° 27' 23"W 78.92 C41 2.95 1.00 168.95 N83Â° 52' 10"E 1.99 ADA-1 L33 12.41 N89Â° 59' 29.05"W C8 45.98 107.81 24.43 S41Â° 16' 54"E 45.63 C25 45.06 120.00 21.51 N34Â° 41' 39"W 44.79 C42 73.28 55.00 76.34 S36Â° 45' 40"W 67.98 L35 25.46 N3Â° 00' 00.00"W C9 19.73 50.00 22.61 S17Â° 45' 37"E 19.60 C26 36.50 116.95 17.88 N11Â° 56' 27"W 36.36 C43 88.10 323.00 15.63 S83Â° 24' 11"W 87.83 E L36 75.94 S89Â° 37' 43.22"E XS-2 C10 85.16 368.54 13.24 S0Â° 09' 50"W 84.98 C27 25.91 71.93 20.64 S18Â° 43' 05"W 25.77 C44 128.63 56.47 130.51 N72Â° 32' 42"E 102.57 L37 13.98 N0Â° 36' 15.98"W C11 24.33 20.00 69.70 S41Â° 38' 04"W 22.86 C28 2.32 1.00 132.79 S37Â° 21' 26"E 1.83 C45 4.60 5.00 52.67 N19Â° 02' 34"W 4.44 L38 13.47 S12Â° 32' 03.60"E 43RD AVENUE NE 10 C12 48.55 115.26 24.14 N3Â° 15' 18"W 48.20 C29 104.18 413.00 14.45 N83Â° 28' 25"E 103.91 C47 121.81 53.58 130.26 S66Â° 08' 46"W 97.22 ADA-2 L39 34.41 S1Â° 24' 26.19"E WAL-MART STORES INC L17 C13 5.61 3.00 107.23 N43Â° 11' 11"E 4.83 C31 8.85 3.00 169.02 N5Â° 51' 49"E 5.97 C48 3.77 5.00 43.22 S20Â° 35' 38"E 3.68 L41 49.59 S74Â° 57' 15.73"W 00930300000301 3' SMOOTH CURB TRANSITION C15 1.95 1.00 111.54 S27Â° 25' 42"E 1.65 C32 114.28 299.00 21.90 N89Â° 35' 37"W 113.58 L43 22.86 N45Â° 22' 37.48"W C16 26.64 71.00 21.50 S17Â° 35' 38"W 26.48 C33 59.30 89.51 37.96 N81Â° 33' 45"W 58.22 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 13 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 PAVING NOTES PAVING LEGEND 1" = 40 FEET 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. SAWCUT LINE SEE RM-1 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL 0.15' GRIND AND INLAY SEE XS-1 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 CRUSHED SURFACING BASE COURSE (CSBC). PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 MATCHLINE STA 22+00 SEE BELOW CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 MATCHLINE STA 11+00 SHEET H XS-2B I STA:19+50.00, 0.19' LT XS-2B WSDOT ROW STA:17+99.52, 0.31' LT END YELLOW PRECAST DUAL INSTALL 18" YELLOW PYLON FACED SLOPED MOUNTABLE CURB PER WSDOT STANDARD PLAN F-10.64-03 STA:18+00.00, 0.31' LT 11+00 12+00 BEGIN YELLOW PRECAST DUAL 13+00 BP: 40+00.00 14+00 FACED SLOPED MOUNTABLE CURB PER 15+00 WSDOT STANDARD PLAN F-10.64-03 STA:19+50.51, 0.19' LT 40+00 16+00 INSTALL 18" YELLOW PYLON 17+00 19+00 41+00 20+00 21+00 172ND ST NE OUTSIDE EDGE OF 22+00 RIGHT TURN LANE 18+00 42+00 PI: 42+39.15 WSDOT ROW 17+00 PC: 19+52.42 18+00 PT: 19+63.16 43+00 PI: 46+54.17 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE 19+00 44+00 45+00 20+00 PC: 20+18.50 46+00 47+00 48+00 49+00 50+00 21+00 ONLY 22+00 OUTSIDE EDGE OF 23+00 PI: 25+64.73 SHARED USE PATH AMAZON.COM SERVICES LLC 24+00 25+00 31052800100500 PT: 20+30.88 26+00 27+00 PV-1 MATCHLINE STA 22+00 SEE ABOVE H XS-2B WSDOT ROW 22+00 23+00 24+00 172ND ST NE 25+00 26+00 27+00 28+00 29+00 30+00 31+00 EP: 56+50.74 50+00 51+00 52+00 53+00 WSDOT ROW 54+00 55+00 56+00 56+51 31+10 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE PI: 54+00.51 28+00 29+00 PC: 32+34.76 30+00 31+00 32+00 PI: 28+64.71 PRC: 32+90.18 33+00 PT: 33+53.57 OUTSIDE EDGE OF SHARED USE PATH AMAZON.COM SERVICES LLC EP: 35+55.66 34+00 31052800100500 35+00 35+56 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 14 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N EXPANSION GRAPHIC SCALE 4' (TYP.) JOINT (TYP.) GENERAL NOTES 0 10 20 40 OUTSIDE AND MIDDLE APRON CONCRETE PANELS: DOWEL BARS 1 1" = 20 FEET PER STANDARD PLAN A-40.10-04, NO TIE-BARS. CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB 2 AND GUTTER: STANDARD PLAN F-10.18. CURB 3 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER: STANDARD PLAN F-10.18. 3 ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 5-05 OF WSDOT STANDARD SPECIFICATIONS 43RD AVENUE NE 72+00 2 1 15.0Â° (TYP.) EXPANSION JOINT (TYP.) 4' (TYP.) 2+00 3+00 172ND ST NE 4+00 EXPANSION 172ND ST NE 5+00 JOINT (TYP.) 6+00 7+00 4' (TYP.) 3 1 71+00 EXPANSION JOINT (TYP.) 4' (TYP.) 70+00 43RD AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 15 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TRUCK APRON JOINTING DETAIL 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 124 3Î”/4 THREE-QUARTER POINT NOTES 125 PT POINT OF TANGENCY 1" = 20 FEET PRC POINT OF REVERSE CURVE 1. FINISHED AND EXISTING GRADE PROFILE 124 PCC POINT OF COMPOUND CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY 125 FG FINISHED GRADE ELEVATION CENTERLINE AND DO NOT REFLECT THE EG EXISTING GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR TC TOP OF CURB ELEVATION PROPOSED GRADES. FL FLOWLINE ELEVATION 43RD AVENUE NE BIORETENTION CELL REFER TO SHEETS FG: 125.12 SD-1 TO SD-3 FG: 125.00 FG: 126.03 FG: 125.97 FG: 125.00 FG: 124.88 FG: 125.85 FG: 125.52 FG: 126.10 FG: 125.40 FG: 125.13 124 FG: 125.98 FG: 125.69 FG: 125.01 124 FG: 125.93 FG: 125.57 FG: 125.85 FG: 126.17 FG: 125.75 FG: 125.82 MATCHLINE STA 7+00 SHEET PC 124 FG: 125.62 FL: 124.63 GRADE BREAK 125 FG: 126.36 FG: 125.03 72+00 FL: 125.47 FL: 125.70 126 LOW POINT FG: 126.18 EG: 124.99 126 FL: 124.58 FL: 124.50 124 PT Î”/2 FG: 125.99 FL: 125.68 EG/TC: 124.96 Î”/2 FL: 124.92 PRC FL: 125.09 125 EG/FL: 124.46 126 PC Î”/4 FL: 125.48 FL: 125.15 125 FL: 125.40 HIGH POINT PRC PRC GRADE BREAK FL: 126.35 FG: 126.18 FG: 126.03 FG: 125.87 FG: 125.72 FL: 125.01 FL: 126.29 PC 126 FG: 125.56 FL: 125.60 3Î”/4 FL: 125.34 FL: 125.03 FL: 125.62 FG: 125.41 HIGH POINT EG: 124.98 125 FL: 126.10 FL: 125.20 3Î”/4 PRC 126 FL: 126.52 Î”/4 FG: 125.60 EG: 124.95 PC Î”/2 3Î”/4 FL: 125.69 FL: 125.11 FL: 125.81 EG/FL: 125.13 FL: 125.08 FL: 125.03 FL: 125.76 127 FL: 126.69 HIGH POINT Î”/2 3Î”/4 1+00 FL: 126.00 FG: 128.43 FL: 125.96 PRC Î”/4 PT Î”/4 Î”/2 Î”/2 3Î”/4 FL: 125.47 FL: 125.31 FL: 125.16 LOW POINT 2+00 FL: 125.26 128 FL: 126.75 FL: 125.93 FL: 125.77 FL: 125.62 LOW POINT FL: 125.523Î”/4 HIGH POINT FL: 125.00 FL: 125.20 FL: 125.67 126 3+00 GRADE BREAK HIGH POINT PRC Î”/2 172ND ST NE FL: 125.49 FL: 125.64 FG: 128.23 FL: 127.65 FL: 126.81 FL: 126.44 PRC 3Î”/4 CROWN FG: 125.68 PC PRC Î”/4 PRC 4+00 FG: 128.23 PRC FL: 126.19 FL: 126.04 Î”/4 Î”/2 Î”/4 PRC 126 FL: 125.50 PCC EG/FL: 125.00 FL: 125.05 FL: 125.08 HIGH POINT FL: 125.96 Î”/2 FL: 125.55 PRC FL: 126.54 5+00 FL: 125.86 FL: 125.68 FL: 125.63 FL: 126.10 FL: 126.33 Î”/2 FL: 125.83 FL: 125.47 Î”/2 126 128 6+00 PC FL: 125.50 FL: 125.23 125 Î”/4 Î”/2 FL: 125.43 GRADE BREAK 7+00 HIGH POINT FL: 125.41 FL: 125.17 3Î”/4 PRC FL: 125.43 FG: 128.43 127 Î”/2 FL: 126.48 FL: 125.65 FL: 125.40 GRADE BREAK FL: 126.44 EG/TC: 124.80 FL: 124.93 LOW POINT FL: 125.18 LOW POINT FL: 126.53 PC EG/FL: 124.30 125 FL: 124.52 126 FL: 125.97 Î”/4 Î”/2 3Î”/4 PT FL: 125.54 CROWN FG: 125.74 FL: 125.08 PT GRADE BREAK PRC FL: 126.07 FL: 125.96 FL: 125.85 FL: 125.74 FL: 125.61 FL: 125.50 FL: 124.69 PRC FG: 125.24 126 FL: 126.17 GRADE BREAK PRC FL: 126.26 126 FL: 126.18 FL: 125.48 LOW POINT EG: 124.95 FL: 124.59 FL: 127.23 FL: 126.33 PT PC Î”/2 PT FL: 125.43 FG: 126.02 FG: 125.66 PC FL: 125.55 EP: 125.42 EP: 125.38 EP: 125.27 EP: 125.02 FG: 125.22 Î”/2 EP: 125.08 125 EG: 125.10 FG: 126.17 FG: 125.81 FL: 124.50 125 125 FG: 125.30 Î”/4 FL: 125.86 FL: 126.30 Î”/2 PP-2 TC: 125.88 FG: 125.39 FG: 125.07 FL: 124.44 GRADE BREAK 126 FL: 125.78 EG: 125.11 FG: 125.15 Î”/2 71+00 FL: 125.55 PCC EP: 125.15 FG: 125.57 FG: 124.97 FL: 124.38 HIGH POINT CAVFS 11+25 FG: 125.05 LOW POINT EG: 125.10 FG: 125.05 FL: 126.00 BP: 11+25.23 FG: 125.93 REFER TO EP: 124.82 FG: 124.95 FG: 126.38 FG: 124.76 SHEETS FG: 124.70 FG: 125.04 GRADING DAYLIGHT LINE (TYP.) FG: 124.88 125 FG: 124.89 SD-1 TO SD-3 FG: 124.50 FG: 124.83 FG: 124.82 FG: 124.89 FG: 124.53 PI: 11+87.10 FG: 124.75 FG: 126.08 12+00 FG: 124.27 FG: 124.45 125 FG: 126.52 FG: 124.56 FG: 126.19 FG: 126.11 FG: 124.38 FG: 124.12 125 FG: 126.22 ON-SITE GRADING UNDER FG: 124.30 127 OUTSIDE EDGE OF 126 SEPARATE PERMIT 127 FG: 124.41 128 SHARED USE PATH 129 128 136 MATCHLINE STA 7+00 SHEET 134 43RD AVENUE NE 132 130 SHARED USE PATHGRADE BREAK STA: 11+44.65ELEV: 124.89 SHARED USE PATH GRADE BREAK STA: 11+25.23 SHARED USE PATHGRADE BREAK STA: 12+24.62ELEV: 124.12 128 11+25.23 PROPOSED GRADE AT ELEV: 126.08 ROW CENTERLINE SHARED USE PATHBPELEV = 126.08 6.15% 11+87.10 126 1.19% SHARED USE PATHPIELEV = 124.380.71% 0.47% EXISTING GRADE AT 124 ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 11+87.10 PROPOSED GRADE @ OUTSIDE 122 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE ELEV: 124.38 EDGE OF SHARED USE PATH EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE 120 FG FG FG FG 125.41 FG 125.41 FG 125.53 FG 125.78 FG 125.86 FG 125.55 FG 125.42 FG 125.51 FG 126.15 FG 127.71 FG 128.41 FG 127.16 FG 126.62 FG 126.67 FG 126.19 FG 126.03 FG 126.18 FG 126.01 FG 125.84 FG 125.84 FG 125.66 FG 125.79 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PP-2 172ND ST NE PROFILE SCALE: H:1"=20', V:1"=4' 172ND ST NE ROW CENTERLINE STATION (TYP.) REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 16 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 LEGEND PC POINT OF CURVATURE 1" = 20 FEET Î”/4 QUARTER POINT NOTES MATCHLINE STA 7+00 SHEET Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 124 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR 124 PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION 124 FG: 125.99 FG: 125.73 125 FG: 126.05 124 MATCHLINE STA 12+00 SHEET FG: 125.86 FG: 125.42 FG: 125.00 FG: 125.92 126 FG: 125.90 FG: 125.67 FG: 124.43 FL: 125.33 FG: 124.14 124 FL: 125.45 FG: 125.34 FG: 125.41 FG: 124.55 FL: 125.58 FL: 125.52 FG: 125.15 EG: 124.36 HIGH POINT FL: 125.26 FL: 125.65 7+00 CROWN FG: 125.89 CROWN FG: 125.90 FL: 124.62 126 8+00 FL: 125.00 FL: 124.74 9+00 EG/EP: 123.72 CROWN FG: 125.99 HIGH POINT CROWN FG: 125.61 10+00 CROWN FG: 125.79 CROWN FG: 126.05 CROWN FG: 125.02 CROWN EG: 124.70 11+00 HIGH POINT CROWN FG: 125.31 125 EG: 124.28 EG: 124.16 EG: 124.08 EG: 124.05 ANGLE POINT EP: 125.48 EP: 124.04 EP: 125.28 EP: 125.05 EP: 124.76 EP: 124.47 PP-1 EP: 125.36 EP: 125.34 172ND ST NE EP: 124.15 EP: 124.10 EP: 123.98 EG/EP: 123.94 EP: 124.42 EP: 125.41 FG: 125.09 FG: 123.62 FG: 125.16 FG: 125.02 FG: 124.73 FG: 124.44 FG: 123.83 FG: 123.78 FG: 123.72 FG: 124.96 FG: 124.15 FG: 123.66 125 GRADING DAYLIGHT LINE (TYP.) FG: 124.86 124 FG: 124.09 FG: 123.43 FG: 123.36 FG: 123.28 FG: 123.20 FG: 124.68 13+00 FG: 124.80 FG: 124.71 FG: 124.40 122 122 14+00 FG: 123.78 FG: 123.28 FG: 123.21 FG: 123.13 123 123 PP-2B FG: 124.53 15+00 FG: 123.14 123 FG: 124.65 FG: 124.56 16+00 124 125 FG: 124.71 123 17+00 FG: 124.25 FG: 123.94 FG: 123.63 FG: 122.99 OUTSIDE EDGE OF SHARED USE PATH 124 FG: 123.05 125 SHARED USE PATH SHARED USE PATH 100' VC 100' VC MATCHLINE STA 7+00 SHEET 136 PVI: 122.77 PVI: 125.86 PVI STA: 16+25.00 PVI STA: 17+75.00 K: 42.00 K: 50.45 134 132 SHARED USE PATHBVCS: 15+75.00BVCE: 122.93 SHARED USE PATHEVCS: 16+75.00EVCE: 123.80 SHARED USE PATHBVCS: 17+25.00BVCE: 124.83 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 130 SHARED USE PATHGRADE BREAK STA: 13+51.07ELEV: 124.71 128 PROPOSED GRADE AT SHARED USE PATHGRADE BREAK STA: 14+65.39ELEV: 123.28 ROW CENTERLINE 126 0.47% 2.06% 1.25% 0.32% EXISTING GRADE AT SHARED USE PATHLOW PT: 15+88.49ELEV: 122.91 124 ROW CENTERLINE RIGHT TURN LANE EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH GRADE BREAK STA: 40+00.00 122 ELEV: 123.523 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 120 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG 125.79 FG 125.89 FG 125.99 FG 125.90 FG 125.61 FG 125.31 FG 125.02 FG 124.72 PP-17+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 17 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N GRAPHIC SCALE PC POINT OF CURVATURE Î”/4 QUARTER POINT NOTES 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 12+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 18+00 SHEET 12+00 13+00 14+00 EG: 123.55 15+00 40+00 EG: 123.52 16+00 EG: 123.51 17+00 EG: 123.47 GRADING DAYLIGHT LINE (TYP.) 18+00 BP: 40+00.00 123 172ND ST NE 41+00 FG: 123.36 122 124 124 123 123 125 124 PP-2 124 125 126 125 42+00 124 125 126 127 126 125 126 PI: 42+39.15 127 126 18+00 43+00 126 19+00 44+00 127 FG: 126.84 45+00 FG: 126.54 20+00 46+00PP-2C PC: 19+52.42 PC: 20+18.50 PT: 19+63.16 PT: 20+30.88 FG: 126.18 21+00 FG: 126.18 FG: 126.17 FG: 126.47 22+00 23+00 FG: 126.32 FG: 126.32 OUTSIDE EDGE OF SHARED USE PATH ON-SITE GRADING UNDER OUTSIDE EDGE OF RIGHT TURN LANE SEPARATE PERMIT RIGHT TURN LANE 100' VC PVI: 126.92 PVI STA: 45+75.00 K: 44.48 RIGHT TURN LANE 136 136 100' VC PVI: 126.65 134 134 PVI STA: 42+50.00 RIGHT TURN LANEBVCS: 45+25.00BVCE: 126.88 SHARED USE PATH K: 27.32 100' VC 132 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE PVI: 125.86 PVI STA: 17+75.00 SHARED USE PATH 130 130 K: 50.45 RIGHT TURN LANEBVCS: 42+00.00BVCE: 124.78 RIGHT TURN LANEEVCS: 43+00.00EVCE: 126.70 GRADE BREAK STA: 23+75.00 ELEV: 126.32 PROPOSED GRADE @ OUTSIDE 128 19+52.4219+63.16 20+18.5020+30.88 0.08% RIGHT TURN LANEHI PT: 45+28.61ELEV: 126.88 128 EDGE OF SHARED USE PATH SHARED USE PATHPCELEV = 125.99SHARED USE PATHPTELEV = 126.00 SHARED USE PATHPCELEV = 126.05SHARED USE PATHPTELEV = 126.06 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 0.08% 126 40+00.00 126 3.74% RIGHT TURN LANEBPELEV = 123.52 0.37% 1.77% 124 124 EXISTING GRADE @ RIGHT TURN LANE ROW CENTERLINE 122 RIGHT TURN LANE GRADE BREAK STA: 41+77.30 EXISTING ELEVATION @ ROW CENTERLINE 122 GRADE BREAK STA: 41+27.30 ELEV = 125.97 ELEV: 123.94 ELEV: 123.05 42+39.15 120 RIGHT TURN LANEPI 120 FG 124.04 FG 124.03 FG 123.99 FG 123.96 FG 123.96 FG 123.97 FG 124.01 FG 124.08 FG 124.14 FG 124.21 FG 124.31 FG 124.41 FG 124.51 FG 124.60 FG 124.69 FG 124.78 FG 124.81 FG 124.80 FG 124.79 FG 124.74 FG 124.70 FG 124.63 FG 124.55 FG 124.47 FG 124.43 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 18 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE NOTES GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 18+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 24+00 SHEET 18+00 19+00 172ND ST NE 20+00 21+00 EG: 123.87 22+00 EG: 123.82 EG: 123.86 23+00 EG: 123.80 24+00 FG: 124.37 172ND ST NE 124 125 126 FG: 124.96 123 FG: 125.48 FG: 124.96 FG: 125.32 GRADING DAYLIGHT LINE (TYP.) 46+00 FG: 125.78 FG: 125.17 FG: 125.22 PP-2B PI: 46+54.17 47+00 48+00 49+00 FG: 125.66 FG: 125.17ONLY 50+00 51+00 FG: 125.67 123 52+00 FG: 125.56 FG: 125.42 124 FG: 125.94 FG: 125.50 FG: 125.50 FG: 125.95 125 124 FG: 126.06 FG: 125.70 126 125 24+00 126 FG: 125.73 FG: 126.11 PP-2D 126 FG: 125.73 25+00 26+00 27+00 28+00 PI: 28+64.71 29+00 FG: 125.91 126 FG: 125.91 126 FG: 125.96 FG: 125.79 FG: 125.80 FG: 125.79 PI: 25+64.73 FG: 125.80 ON-SITE GRADING UNDER FG: 125.70 OUTSIDE EDGE OF SHARED USE PATH 126 SEPARATE PERMIT FG: 125.73 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE 136 136 SHARED USE PATH SHARED USE PATH GRADE BREAK STA: 25+50.00 134 GRADE BREAK STA: 24+41.10 ELEV: 126.46 134 ELEV: 125.70 132 132 SHARED USE PATH 130 GRADE BREAK STA: 24+72.18 130 ELEV: 125.70 28+64.71 25+64.73 128 128 0.08% SHARED USE PATHPIELEV = 126.70 RIGHT TURN LANEEVCS: 46+25.00EVCE: 125.83 SHARED USE PATHPIELEV = 126.47 0.94% 0.00% 0.97% 126 126 2.17% 124 124 RIGHT TURN LANE GRADE BREAK STA: 46+27.44 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH ELEV: 125.782 EXISTING ELEVATION @ ROW CENTERLINE EXISTING GRADE @ ROW CENTERLINE 122 122 120 120 FG 124.43 FG 124.39 FG 124.36 FG 124.36 FG 124.35 FG 124.36 FG 124.37 FG 124.40 FG 124.46 FG 124.52 FG 124.57 FG 124.62 FG 124.67 FG 124.70 FG 124.72 FG 124.72 FG 124.71 FG 124.72 FG 124.76 FG 124.80 FG 124.88 FG 124.91 FG 124.84 FG 124.77 FG 124.78 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2C B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 19 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE LEGEND 0 10 20 40 PC POINT OF CURVATURE NOTES Î”/4 QUARTER POINT Î”/2 MIDPOINT 1" = 20 FEET 1. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT-OF-WAY 3Î”/4 THREE-QUARTER POINT PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 24+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 GRADING DAYLIGHT LINE (TYP.) 52+00 53+00 PI: 54+00.51 54+00 55+00 56+00 56+51 EP: 56+50.74 124 PP-2C 125 126 30+00 127 31+00 125 124 126 32+00 127 126 OUTSIDE EDGE OF SHARED USE PATH PRC: 32+90.18 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE PC: 32+34.76 126 33+00 FG: 124.85 124 PT: 33+53.57 125 34+00 FG: 124.71 35+00 FG: 124.69 35+56 125 126 SHARED USE PATH 127 ON-SITE GRADING UNDER EP: 35+55.66 100' VC 128 SEPARATE PERMIT PVI: 127.00 PVI STA: 32+50.00 51ST AVENUE NE K: 38.80 SHARED USE PATHBVCS: 32+00.00BVCE: 126.96 SHARED USE PATHEVCS: 33+00.00EVCE: 125.75 136 136 SHARED USE PATH SHARED USE PATH 100' VC 50' VC 134 134 PVI: 124.25 PVI: 124.75 PVI STA: 33+60.00 PVI STA: 35+10.00 132 K: 35.29 K: 107.59 132 130 130 32+34.76 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH 32+90.18 SHARED USE PATHBVCS: 33+10.00BVCE: 125.50 SHARED USE PATHEVCS: 34+10.00EVCE: 124.42 SHARED USE PATHBVCS: 34+85.00BVCE: 124.67 SHARED USE PATHEVCS: 35+35.00EVCE: 124.72 128 0.08% SHARED USE PATHHI PT: 32+03.01ELEV: 126.96 SHARED USE PATHPCELEV = 126.83 128 SHARED USE PATHPRCELEV = 125.98 2.50% 33+53.57 35+55.66 126 126 SHARED USE PATHPTELEV = 124.68 SHARED USE PATHHI PT: 35+20.86ELEV: 124.73 SHARED USE PATHEPELEV = 124.69 SHARED USE PATHLOW PT: 33+98.24ELEV: 124.40 0.33% 0.13% 124 124 EXISTING GRADE @ ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 35+55.66 122 EXISTING ELEVATION @ ROW CENTERLINE 122 ELEV: 124.69 120 120 FG 124.78 FG 124.80 FG 124.85 FG 124.95 FG 125.05 FG 125.14 FG 125.23 FG 125.27 FG 125.33 FG 125.36 FG 125.38 FG 125.40 FG 125.47 FG 125.50 FG 125.53 FG 125.56 FG 125.55 FG 125.53 FG 125.46 FG 125.39 FG 125.32 FG 125.32 FG 125.40 FG 125.46 FG 125.50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2D B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 20 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE LEGEND GRAPHIC SCALE PC POINT OF CURVATURE 0 10 20 40 N Î”/4 QUARTER POINT Î”/2 MIDPOINT 3+00 3Î”/4 THREE-QUARTER POINT NOTES 1" = 20 FEET PT POINT OF TANGENCY 1. FINISHED AND EXISTING GRADE PROFILE PRC POINT OF REVERSE CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY PCC POINT OF COMPOUND CURVE CENTERLINE AND DO NOT REFLECT THE FG FINISHED GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR EG EXISTING GRADE ELEVATION PROPOSED GRADES. 125 125 TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION END CURB TRANSITION PC FL: 124.74 FL: 124.63 FG: 124.82 PCC FG: 125.00 FG: 124.75 HIGH POINT EG: 124.90 FG: 124.76 FG: 125.12 BEGIN CURB TRANSITION Î”/4 EG: 124.78 FG: 124.70 FL: 124.77 FL: 124.51 3Î”/4 FG: 124.65 FG: 125.25 EG/TC: 124.97 EG: 125.16 Î”/2 LOW POINT PCC EG/FL: 124.53 EG: 125.16 FL: 124.28 FL: 124.05 FL: 124.15 Î”/2 FG: 125.38 FL: 124.38 FG: 125.30 FG: 125.15 FG: 125.00 EG: 124.53 FG: 125.42 Î”/4 FG: 124.69 FG: 125.22 FG: 125.07 FG: 124.93 FG: 125.13 FG: 125.30 FL: 124.58 Î”/4 126 EG: 124.90 END CURB TRANSITION Î”/4 EG: 125.12 FL: 124.31 FL: 124.39 PCC FL: 124.76 EG: 125.23 3Î”/4 FL: 124.25 EG/TC: 124.88 EG: 124.89 EG: 124.76 Î”/4 Î”/2 FG: 124.58 125 FG: 125.26 FL: 124.71 Î”/2 FG: 124.63 Î”/2 EG/FL: 124.38 EG: 124.90 125 FL: 124.97FL: 124.86 3Î”/4 PCC FL: 124.47 Î”/2 PRC FL: 124.89 EG: 124.43 68+00 Î”/2 FL: 124.74 FL: 124.20 FL: 124.64 69+00 FL: 124.65 PRC FL: 124.62 PRC Î”/2 HIGH POINT EG: 124.49 FL: 125.09 70+00 FL: 124.57 FL: 125.00 PT FL: 124.64 3Î”/4 FL: 124.82 FL: 124.66 ANGLE POINT BEGIN CURB TRANSITION CROWN EG: 125.35 71+00 FL: 124.98 Î”/2 FL: 124.51 FL: 124.42 END CURB TRANSITION Î”/2 72+00 FL: 125.36 PRC PRC FL: 124.46 FL: 125.61 43RD AVENUE NE PRC 73+00 CROWN EG: 124.75 FL: 125.45 FL: 125.17 FL: 124.64 4+00 PRC FL: 125.37 FL: 125.25 PT FL: 125.11 FL: 125.09 EG: 125.77 FG: 126.10 FL: 125.24 125 FL: 124.61 PT FL: 125.34Î”/2 CROWN FG: 125.02 FL: 124.86 PC FL: 124.75 FL: 125.29 BEGIN CURB TRANSITION LOW POINT FL: 124.64 PRC 43RD AVENUE NE EG/FL: 125.63 FG: 125.94 FL: 125.28 FL: 124.52 FL: 124.88 PT FL: 125.04 EG/TC: 126.13 FL: 125.10 FL: 124.93 EG: 124.96 FL: 124.57 PRC 126 PRC Î”/2 FL: 125.14 CROWN FG: 124.86 FL: 124.78 FL: 124.66 PRC FL: 125.24 FL: 125.09 FG: 125.67 FL: 124.38 PC PRC FL: 125.01 Î”/2 EG: 126.16 FG: 125.49 FG: 125.32 FL: 124.28 LOW POINT FL: 124.79 Î”/2 Î”/2 PRC PRCFL: 125.20 FG: 125.84 FG: 125.17 FL: 125.22 EG: 124.34 FG: 124.96 FL: 124.14 FL: 124.90 Î”/2 FL: 125.21 FL: 125.14 128 PRC EP: 124.44 FG: 125.03 FG: 124.77 FL: 125.11 3Î”/4 EG: 126.23 FL: 125.21 Î”/4 EP: 124.62PT Î”/4 FG: 124.84 PC EP: 124.76 Î”/2 EP: 124.54 FL: 125.22 FG: 126.18 FG: 125.25 PC EP: 124.83 EP: 124.69 FG: 126.01 FG: 125.91 FG: 125.57 FG: 124.67 Î”/2 127 127 FL: 125.32 PT FG: 125.74 FG: 125.40 Î”/4 FL: 124.76 FL: 124.90 FG: 124.75 FL: 124.22 3Î”/4 FG: 125.14 FL: 125.01 3Î”/4 FG: 125.49 FG: 125.29 FL: 125.47 FL: 125.38 FG: 125.67 FG: 125.76 FG: 125.85 FG: 126.03 ON-SITE GRADING UNDER FG: 125.91 126 FG: 125.59 SEPARATE PERMIT FG: 125.77 PCC 172ND ST NE FG: 125.70 HIGH POINT FG: 125.88 FG: 126.38 FL: 126.00 FG: 126.52 5+00 128 128 PROPOSED GRADE AT ROW CENTERLINE 126 126 124 124 EXISTING GRADE AT ROW CENTERLINE 122 122 120 120 118 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 118 116 116 FG FG FG FG FG FG FG FG FG 125.27 FG 125.35 FG 124.79 FG 124.54 FG 124.54 FG 124.78 FG 125.27 FG 125.95 FG 127.78 FG 126.17 FG 125.54 FG 125.33 FG 125.11 FG 124.92 FG 124.76 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 43RD AVE NE PROFILE SCALE: H:1"=20', V:1"=4' 43RD AVE NE ROW CENTERLINE STATION REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-3 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 21 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 43RD AVE NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, SDCB #14 AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' SDCB #13 73+00 BOTTOM AREA = 3,668 SF 1 SDCB #10 BOTTOM WIDTH = 10' SD-3 N 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE UNLESS OTHERWISE NOTED. WITH RIP RAP MAX W.S. ELEVATION = 123.25 IE: 123.00 8" (SW) TOP ELEVATION = 123.75 0 20 40 80 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. BIORETENTION INLET #2 125 WITH RIP RAP 1" = 40 FEET SDCB #12 43RD AVENUE NE BIORETENTION INLET #3 IE: 123.00 8" (S) 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED 125 POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM WITH RIP RAP SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT 124 IE: 123.00 8" (SW) SDCB #11 STANDARD SPEC 9-05.24 AND AASHTO M330). STORM SEWER PIPE SPECIFIED AS DI PIPE SDCB #2 SHALL MEET WSDOT STANDARD SPEC 9-05.13. HDPE PIPE THAT MEETS WSDOT STANDARD BIORETENTION INLET #1 WITH RIP RAP SPEC 9-05.23 MAY BE USED AS AN OPTIONAL ALTERNATIVE FOR PIPES CALLED OUT AS DI PIPE. IE: 123.00 8" (S) 126 126 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT OF WAY CENTERLINE 72+00 AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. 126 172ND ST NE 125 MATCHLINE STA 11+00 SHEET 124 0+00 125 124 1+00 2+00 125 3+00 SDCB #9 4+00 124 5+00 125 6+00 EX. STCB #3938 SDCB #1 128 7+00 127 8+00 9+00 126 10+00 SDCB #8 11+00 126 126 125 172ND ST NE 125 SDCB #7 71+00 124 125 SDCB #3 123 COMPOST-AMENDED VEGETATED 2 LEGEND FILTER STRIPS (CAVFS) SD-3 PROPOSED RIGHT-OF-ROW STORM SEWER PIPE SDCB #4 SDCB #5 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 70+00 SD-1B 5'x6'x1' DEEP HAND PLACED RIPRAP 125 COMPOST-AMENDED VEGETATIVE FILTER STRIP SDCB #15 (CAVFS) SDCB #16 43RD AVENUE NE BIORETENTION FACILITY 130 130 SDCB #10, TYPE 1 STA 72+39.11, 35.82' RT 62 LF 12" CPEP @ 0.24% RIM: 125.00 73 LF 12" CPEP @ 0.24% IE: 123.25 8" (NE) 80 LF 12" CPEP @ 1.00% 45 LF EX. 12" CPEP @ 2.15% 31 LF 8" DI PIPE @ 0.82% 125 125 130 LF 8" DI PIPE @ 0.44% 135 LF 12" CPEP @ 0.24% 31 LF 8" DI PIPE @ 0.75% 31 LF 8" DI PIPE @ 1.04% 120 120 SDCB #7, TYPE 1 SDCB #1, TYPE 1 SDCB #4, TYPE 1 STA: 4+68.56, 61.62' RT SDCB #8, TYPE 1 STA: 2+97.25, 19.56' RT RIM: 125.32 SDCB #9, TYPE 1 STA: 8+11.41, 15.03' LT STA: 3+84.05, 111.88' RT RIM: 125.19 RIM: 124.03 IE: 123.57 8" (NE) STA: 6+36.57, 29.47' LT RIM: 125.12 IE: 121.06 12" (W) IE: 121.38 12" (N) RIM: 124.98 IE: 123.32 8" (N) IE: 123.23 8" (N) IE: 121.06 12" (NE) IE: 121.38 12" (E) IE: 121.06 12" (SE) IE: 121.38 12" (S) 115 115 EX. STCB #3938, EXISTING TYPE 1 SDCB #3, TYPE 1 ADJUST RIM TO GRADE SDCB #2, TYPE 1L STA: 3+60.66, 54.88' RT STA: 1+63.25, 33.08' RT STA: 3+31.82, 52.44' LT RIM: 124.36 RIM: 124.29 RIM: 124.49 IE: 121.23 12" (NW) IE: 120.64 12" (W) IE: 121.86 12" (SW) IE: 121.23 12" (S) IE: 120.74 12" (E) NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE 110 110 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.86FG 125.55FG 125.42FG 125.51FG 126.15FG 127.71FG 128.41FG 127.16FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.72 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 22 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND GENERAL NOTES N GRAPHIC SCALE 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, PROPOSED RIGHT-OF-ROW AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED 0 20 40 80 FLOWLINE OFFSETS. CENTER OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER STORM SEWER PIPE OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' 1" = 40 FEET CATCH BASIN TYPE 1 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, CATCH BASIN TYPE 2 UNLESS OTHERWISE NOTED. 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, 5'x6'x1' DEEP HAND PLACED RIPRAP AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED COMPOST-AMENDED VEGETATIVE FILTER STRIP POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM (CAVFS) SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT STANDARD SPEC 9-05.24 AND AASHTO M330). STORM SEWER PIPE SPECIFIED AS DI PIPE SHALL MEET WSDOT STANDARD SPEC 9-05.13. HDPE PIPE THAT MEETS WSDOT STANDARD SPEC 9-05.23 MAY BE USED AS AN OPTIONAL ALTERNATIVE FOR PIPES CALLED OUT AS DI PIPE. BIORETENTION FACILITY 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT OF WAY CENTERLINE MATCHLINE STA 22+00 SEE BELOW AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. MATCHLINE STA 11+00 SHEET 11+00 12+00 13+00 14+00 15+00 16+00 17+00 172ND ST NE 18+00 19+00 20+00 21+00 172ND ST NE 22+00 122 124 123 124 126 124 125 125 127 126 125 127 126 125 124 ONLY 123 123 124 125 126 126 SD-1 PERVIOUS ASPHALT PATHWAY COMPOST-AMENDED VEGETATED PERVIOUS ASPHALT PATHWAY 2 REFER TO SHEETS XS-1 TO XS-2 FILTER STRIPS (CAVFS) REFER TO SHEETS XS-1 TO XS-2 SD-3 MATCHLINE STA 22+00 SEE ABOVE PERVIOUS ASPHALT PATHWAY REFER TO SHEETS XS-1 TO XS-2 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 31+00 31+10 172ND ST NE 125 127 126 124 125 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 23 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE GRAPHIC SCALE 0 20 40 80 N 1" = 40 FEET SDCB #1 3+00 SDCB #2 EX. STCB #5011 SDCB #3 SDCB #15 SDCB #11 EX. STCB #661 10 LF 12" CPEP @ 1.00% 125 SDCB #13 SDCB #16 SDCB #14 EX. STCB #9262 67+00 68+00 69+00 70+00 SDCB #4 71+00 SDCB #12 72+00 43RD AVENUE NE 73+00 74+00 7 LF 12" DI CL52 @ 0.67% 4+00 75+00 75+46 125 125 SDCB #5 128 43RD AVENUE NE 125 SDCB #6 SDCB #10 CONNECTION #1 127 CONNECT TO EXISTING PIPE 126 IE: 122.00 12" (E) BIORETENTION INLET #4 IE: 122.00 12" (W) SDCB #7 126 PROPOSED BIORETENTION CELL BOTTOM AREA = 3,668 SF 1 BOTTOM WIDTH = 10' SD-3 BOTTOM ELEVATION = 123.00 172ND ST NE 5+00 MAX W.S. ELEVATION = 123.25 126 TOP ELEVATION = 123.75 BIORETENTION INLET #3 GENERAL NOTES 130 130 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF EX. STCB #5011, EXISTING TYPE 1 51 LF 12" CPEP @ 0.50% SDCB #4, TYPE 1 SDCB #14, TYPE 1 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STA 68+60.83, 21.26' LT SDCB #5, TYPE 1 STA: 70+34, 17.40' LT STA 3+81.23, 161.22' LT OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER RIM: 125.68 RIM: 124.03 STA 70+32.17, 33.18' RT RIM: 124.37 OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' IE: 122.58 12" (N) IE IN: 121.38 (12"E) 47 LF 12" CPEP RIM: 124.11 IE: 121.77 12" (S) 74 LF EX. 12" CPEP @ 0.10% IE IN: 121.38 (12"S) @ 0.25% IE: 121.63 12" (W) IE: 121.77 12" (N) 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT IE OUT: 121.38 (12"N) STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 125 125 62 LF 12" CPEP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT 82 LF 12" CPEP @ 0.25% @ 0.24% 73 LF 12" CPEP @ 0.24% STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS 120 16 LF 12" CPEP @ 0.50% 120 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED SDCB #11, TYPE 1 AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT SDCB #15, TYPE 1 SDCB #13, TYPE 1 45 LF EX. 12" DI @ 1.97% STA: 72+04.40, 50.77' LT STANDARD SPEC 9-05.24 AND AASHTO M330). WITH ADA GRATE PER WSDOT STA: 72+91.35, 13.19' LT RIM: 124.60 SDCB #6, TYPE 1 STANDARD PLAN B-30.15-00 IE: 122.37 12" (NE) RIM: 124.51 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT STA: 69+05.91, 27.94' RT STA: 3+72.74, 193.33' RT SDCB #3, TYPE 1 IE: 121.85 12" (S) OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN RIM: 125.04 RIM: 124.54 41 LF 12" CPEP @ 0.50% IE: 121.85 12" (N) STA: 70+91.64, 40.05' LT OF EXISTING OR PROPOSED GRADES. IE: 122.05 12" (W) IE: 121.68 12" (E) RIM: 124.36 SDCB #12, TYPE 1 61 LF 12" CPEP @ 0.50% 115 EX. STCB #661, EXISTING TYPE 1 SDCB #16, TYPE 1 IE: 121.23 12" (NW) 115 STA: 72+30.13, 18.57' LT WITH SOLID LOCKING LID EX. STCB #9262, EXISTING TYPE 1 STA: 69+05.89, 21.08' LT IE: 121.23 12" (S) RIM: 124.90 LEGEND STA: 3+82.76, 193.49' RT STA: 73+81.08, 16.66' LT RIM: 125.12 IE: 122.16 12" (SW) RIM: 124.79 RIM: 124.70 IE: 121.70 12" (N) IE: 122.16 12" (N) PROPOSED RIGHT-OF-ROW IE: 121.58 12" (N) IE: 121.70 12" (S) IE: 121.72 12" (E) IE: 121.58 12" (S) IE: 121.69 12" (S) STORM SEWER PIPE IE: 121.58 12" (W) EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 110 110 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.27FG 125.35FG 124.79FG 124.54FG 124.54FG 124.78FG 125.27FG 125.95FG 127.78FG 126.17FG 125.54FG 125.33FG 125.11FG 124.92FG 124.76 5'x6'x1' DEEP HAND PLACED RIPRAP 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 BIORETENTION FACILITY 43RD AVE NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 24 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 43RD AVE NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 0.5' MIN. SIDEWALK OR ASPHALT PAVEMENT PER PLAN TOP OF BANK FREEBOARD ELEVATION = 123.75 PONDING 1" LANDSCAPING DEPTH = 0.25' 4:1 MAX. 1 4 MAX SIDE SLOPE 4:1 BOTTOM ELEVATION = 123.00 18" MIN. BIORETENTION SOIL MEDIA (BSM) THICKNESS TO EXTEND TO THE EDGE OF BIORETENTION CELL. SEE SEE PROTECTION AND 10' BOTTOM BIORETENTION SOIL MIX NOTES. VERIFICATION NOTES WIDTH BELOW NATIVE SUBGRADE OR FREE DRAINING EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER DO NOT COMPACT NOTES: 1. SEE SHEET SD-1 FOR DIMENSIONS OF BIORETENTION CELL. 2. ABOVE THE MAXIMUM WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. PROTECTION: EXCAVATE BIORETENTION CELLS TO FINAL GRADE ONLY AFTER ALL DISTURBED AREAS IN THE UPGRADIENT PROJECT DRAINAGE AREA HAVE BEEN PERMANENTLY A STABILIZED. THE SIDEWALLS AND BOTTOM OF THE BIORETENTION CELLS EXCAVATION SHALL BE RAKED OR SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES AFTER FINAL EXCAVATION TO RESTORE INFILTRATION RATES. 0.5' DEPTH GRAVEL OR CRUSHED VERIFICATION: SURFACING LEVEL SPREADER PRIOR TO PLACEMENT OF BIORETENTION SOIL MEDIA (BSM) THE SUBGRADE SHALL BE FINISHED, SCARIFIED, AND MEET THE DESIGN INFILTRATION RATE. AT LEAST SEED, FERTILIZER AND MULCH FILTER STRIP SEED, FERTILIZER AND TWO VERIFICATION OF PERFORMANCE TESTS SHALL BE PERFORMED PRIOR TO MULCH FILTER STRIP THE RELEASE OF THE FINANCIAL GUARANTEE. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER. 6' BIORETENTION SOIL MIX NOTES: 1.75 INCHES OF COMPOST 1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE 2019 INCORPORATED INTO 6.25 INCHES OF STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, UNDER BMP T7.30. SOIL, MINIMUM 5% ORGANIC MATTER 2. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40 PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65 PERCENT), BY GRAVEL OR CRUSHED 2' SURFACING LEVEL SPREADER 1" VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS MIX. PAVEMENT SURFACE 4% 2.1. MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL MEET EDGE OF PAVEMENT THE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON BMP T7.30. 2.2. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT COMPOST. 2.3. ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT. 2.4. CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G DRY SOIL. ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: A 6' 2' Â· CEDAR GROVE COMPOSTING, WASHINGTON Â· OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE) ALTERNATIVE: LENGTH PER PLAN CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND APPROVED BY ENGINEER AND COUNTY. IF USING A CUSTOM BIORETENTION SOIL MIX, THE MEASURED (INITIAL) INFILTRATION SHALL BE LESS THAN 12 INCHES PER HOUR (ASTM D 2434) AT 85% COMPACTION (ASTM D 1557). THE DESIGN (LONG TERM) INFILTRATION RATE SHALL BE GREATER THAN 1 INCH PER HOUR. BIORETENTION CELL COMPOST-AMENDED VEGETATED FILTER STRIP 1 NOT TO SCALE 2 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-3 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 25 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM STORM DRAINAGE DETAILS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 1.50% FL: 124.80 5' 124 FG: 125.30 FG: 125.22 TC: 125.13 1.50% FG: 125.13 1.50% 125 FG: 125.57 8' DETECTABLE WARNING FG: 124.83 11' FG: 125.39 2.64% SURFACE PER WSDOT FG: 125.08 1.55% STANDARD PLAN F-45.10 1.50% 1.50% 125 125 6.98' 9.07' 124 FG: 124.95 125 5.09% TC: 124.90 125 TC: 124.91 10' FL: 124.90 FG: 125.23 FL: 124.91 10.92' 125 TC: 125.58 0.92% 125 10' TC: 125.47 EG: 125.11 EG: 125.10 FL: 125.25 FL: 125.14 5.13% 1.50% N FG: 125.17 8' 0.90% GRAPHIC SCALE 1 R1 RAMP DETAIL 1.50% STA:72+46.49, 32.55' RT SCALE: 1" = 5' STA:72+44.71, 13.76' LT 43RD AVE NE 0 5 10 11.93' FG: 125.64 FG: 125.05 1.05% 1" = 5 FEET 4.93' EG: 125.16 EG: 125.16 8' FG: 125.04 0.28% SAWCUT LINE DETECTABLE WARNING 1.50% SURFACE PER WSDOT 15.11' FG: 125.46 (TYP.) FL: 125.00 12' 2.73% STANDARD PLAN F-45.10 FL: 125.00 10' 8' TC: 125.00 TC: 125.00 1.50% 9.13' 0.94% 5.45% TC: 125.42 FG: 125.30 DETECTABLE WARNING FG: 125.42 FL: 125.09 1.00% SURFACE PER WSDOT DETECTABLE WARNING FL: 125.37 STANDARD PLAN F-45.10 TC: 125.15 TC: 125.26 TC: 125.54 TC: 125.20 5' FL: 124.65 FL: 124.93 SURFACE PER WSDOT FL: 124.70 STANDARD PLAN F-45.10 TC: 125.70 FL: 125.21 1.10% TC: 125.12 R2-R3-R4 RAMP DETAILS FL: 124.62 4 LEGEND TC: 125.10 43RD AVE NE SCALE: 1" = 5' FL: 124.60 FG FINISHED GRADE ELEVATION FL: 124.20 EG EXISTING GRADE ELEVATION FL: 124.53 DETECTABLE WARNING 1.50% TC: 124.53 TC TOP OF CURB ELEVATION EG/TC: 124.95 FL: 124.58 SURFACE PER WSDOT FG: 124.58 5' FL FLOWLINE ELEVATION STANDARD PLAN F-45.10 EG/FL: 124.53 FG: 124.65 TC: 124.97 STA:69+54.19, 29.80' LT FL: 124.64 TC: 125.12 SINGLE DIRECTION CURB 125 FL: 124.79 RAMP PER WSDOT FG: 124.20 STANDARD PLAN F-40.16-03 8' TC: 124.15 4.67% FL: 124.15 11.62' R12 RAMP DETAIL TC: 124.83 1.49% 2 SCALE: 1" = 5' 1.50% FL: 124.50 125 DETECTABLE WARNING FG: 124.27 SURFACE PER WSDOT 9.6' 10.1' EG: 124.70 STANDARD PLAN F-45.10 STA:69+16.26, 28.86' LT EG: 124.86 DETECTABLE WARNING 10' SINGLE DIRECTION CURB DETECTABLE WARNING EG/FL: 124.71 SURFACE PER WSDOT 1.50% RAMP PER WSDOT 10' SURFACE PER WSDOT 0.87% EG/TC: 125.20 STANDARD PLAN F-40.16-03 0.58% STANDARD PLAN F-45.10 STANDARD PLAN F-45.10 TC: 124.29 FL: 124.76 FL: 124.81 FL: 124.29 FG: 124.87 TC: 125.26 125 DETECTABLE WARNING STA:70+49.92, 19.92' LT SURFACE PER WSDOT FG: 124.22 6.10% STANDARD PLAN F-45.10 1.47% FG: 125.02 FL: 124.83 FL: 124.57 FL: 124.66 FL: 124.10 TC: 125.33 FL: 124.91 5' TC: 124.90 TC: 124.99 FG: 124.33 TC: 124.10 TC: 125.38 TC: 125.41 FG: 124.15 STA:70+41.53, 36.93' RT 1.50%FG: 124.48 FL: 124.88 8' 1.00% DETECTABLE WARNING 10' TC: 125.43 SURFACE PER WSDOT FL: 124.93 TC: 125.56 6.01% STANDARD PLAN F-45.10 FL: 125.06 5' TC: 124.19 1.00% FL: 124.19 TC: 124.38 2.59% FL: 124.05 7.40% 4.91' 10' 12' EG: 125.23 EG/FL: 125.12 EG: 124.78 EG: 124.90 1.50% EG/TC: 125.62 FG: 124.25 2.00% 43RD AVE NE FG: 124.38 FG: 125.83 FG: 125.73 3.07% 10.27' SAWCUT LINE TC: 124.52 (TYP.) FL: 124.19 FG: 124.58 EG: 125.95 EG: 125.85 1.50% 4.9' FG: 124.66 5' R19 RAMP DETAIL R9-R10-R11 RAMP DETAILS 3 SCALE: 1" = 5' 5 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 26 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. FG: 126.40 FG: 126.18 8' FG: 125.13 2.46% N FG: 124.92 12' 8' 1.50% FG: 126.11 10' FG: 125.06 8' 125 125 125 1.50% 1.50% 10' FG: 126.22 FG: 125.52 8' 1.50% 1.50% GRAPHIC SCALE FG: 126.00 2.67% FG: 125.54 FG: 125.01 TC: 126.18 0 5 10 TC: 125.09 FL: 125.85 FL: 124.59 FG: 124.80 8' 1.50% 1.50% 1.45% 0.75% 1" = 5 FEET 11.66' 5.53% TC: 124.97 2.91% FG: 126.21 7.45% FL: 124.64 6' 1.49% TC: 124.75 126 FG: 125.45 FG: 124.94 FL: 124.75 126 5' 2.00% FG: 125.40 STA:3+10.24, 46.51' LT TC: 125.96 9.49' 1.50% TC: 126.14 LEGEND DETECTABLE WARNING FL: 125.96 FL: 125.81 SURFACE PER WSDOT 172ND ST NE STA:5+15.55, 28.50' LT TC: 125.45 FG FINISHED GRADE ELEVATION STANDARD PLAN F-45.10 FG: 124.71 FL: 124.95 TC: 124.90 DETECTABLE WARNING TC: 125.88 EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION 172ND ST NE TC: 125.35 FL: 124.90 SURFACE PER WSDOT FL: 125.88 FL FLOWLINE ELEVATION FL: 125.02 STANDARD PLAN F-45.10 172ND ST NE R17 RAMP DETAIL R16 RAMP DETAIL R5 RAMP DETAIL 1 SCALE: 1" = 5' 2 SCALE: 1" = 5' 3 SCALE: 1" = 5' TC: 126.77 FL: 126.44 DETECTABLE WARNING FG: 125.00 172ND ST NE DETECTABLE WARNING TC: 125.48 SURFACE PER WSDOT FG: 124.43 SURFACE PER WSDOT FL: 125.16 STANDARD PLAN F-45.10 FL: 124.88 STANDARD PLAN F-45.10 FL: 124.75 TC: 125.21 FL: 125.35 5+00 TC: 125.08 TC: 125.67 FL: 124.49 TC: 124.99 TC: 125.24 FG: 125.24 8' TC: 125.11 1.50% EG: 124.94 TC: 126.66 FL: 124.61 1.50% SAWCUT LINE FL: 126.33 7.87% 1.86% 9.98' 8' (TYP.) FG: 125.09 FG: 124.55 10' 15.71' 13.31' 6.30% TC: 125.00 12.85' FL: 124.50 4' FG: 124.56 15.29' FL: 125.55 1.50% 0.77% 1.23% FL: 126.18 1.50% TC: 125.88 TC: 126.51 1.50% 10' 0.69% 5.47% 1.50% 125 5' 3.15% 1.50% FL: 126.26 TC: 124.62 11' TC: 126.59 TC: 125.03 FL: 124.62 8' FG: 125.39 FL: 124.70 1.55% FL: 125.46 DETECTABLE WARNING TC: 125.80 DETECTABLE WARNING FG: 124.63 SURFACE PER WSDOT EG: 125.10 SURFACE PER WSDOT STANDARD PLAN F-45.10 172ND ST NE MATCH EXISTING FG: 124.76 STANDARD PLAN F-45.10 6.98' 172ND ST NE 172ND ST NE CROSS SLOPE 125 R15 RAMP DETAIL R6 RAMP DETAIL R8 RAMP DETAIL R13 RAMP DETAIL 4 SCALE: 1" = 5' 5 SCALE: 1" = 5' 6 SCALE: 1" = 5' 7 SCALE: 1" = 5' FL: 125.55 FG: 125.48 172ND ST NE FL: 125.66 TC: 125.88 FL: 125.28 DETECTABLE WARNING TC: 125.99 TC: 125.61 FL: 125.12 172ND ST NE SURFACE PER WSDOT FL: 125.75 4' TC: 125.12 STA:3+08.84, 22.99' RT STANDARD PLAN F-45.10 TC: 125.75 1.50% DETECTABLE WARNING STA:5+15.05, 43.14' RT 6.76% SURFACE PER WSDOT FL: 125.85 FG: 126.04 FG: 125.42 FG: 125.66 STANDARD PLAN F-45.10 TC: 125.85 FG: 125.93 1.50% 7.43' FG: 125.17 FL: 125.93 FG: 125.79 FL: 124.98 TC: 126.26 TC: 124.98 FG: 125.94 126 FL: 124.85 FG: 125.04 TC: 125.18 3.02% TC: 125.88 1.46% 21.6' 5' FG: 126.01 FG: 126.31 1.00% FL: 125.55 1.50% 10' FG: 125.02 10' FG: 125.89 1.50% FG: 125.22 4.97% FG: 126.10 1.50% 1.50% 2.33% 1.50% 6' 1.50% 2.78% TC: 125.92 8' 5.98% 10' FL: 125.59 126 5.99% 1.50% 9.96' 8' 5' 10' 1.50% 8.16' 10' TC: 125.94 FG: 126.18 1.50% 5' 1.50% FL: 125.61 FG: 125.81 1.50% 6' FG: 125.32 1.00% FG: 126.22 FG: 126.08 8' FG: 125.17 FG: 125.30 FG: 125.94 FG: 126.19 FG: 126.11 1.43% EG: 126.24 FG: 126.04 EG: 126.16 FG: 126.46 FG: 124.89 R14 RAMP DETAIL R7 RAMP DETAIL R18 RAMP DETAIL 8 SCALE: 1" = 5' 9 SCALE: 1" = 5' 10 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 27 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - PM-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 28 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - PM-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 29 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - PM-03 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 30 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - PM-04 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 31 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - PM-05 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 32 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - SG-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 33 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - SG-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 34 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - SG-03 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 35 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - SG-04 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 36 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - SG-05 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 37 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 15 43rd Ave NE 43rd Ave NE ONLY 172nd St NE ONLY ENTRANCE ONLY AHEAD SPEED TOURIST LIMIT ACTIVITIES BIKE LANE BIKE LANE 35 ENDS 51ST AVE NE RIGHT LANE BEGIN RIGHT TURN LANE MUST TURN RIGHT YIELD TO BIKES KEEP THE 43RD AVE NE 43RD AVE NE CHANGE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - SG-06 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 38 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 73+00 Â· Â· Â· Â· PB PB 72+00 2+00 3+00 4+00 5+00 6+00 7+00 C T 71+00 C PB C 70+00 PB REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - IL-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 39 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM ILLUMINATION PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - IL-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 40 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM ILLUMINATION PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 73+00 PB PB 72+00 PB 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C T 71+00 C PB T C Â· Â· C 70+00 Â· Â· PB Â· REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 41 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 42 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PB scv PB PB PB REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-03 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 43 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-04 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 44 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-05 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 45 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-06 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 46 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-07 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 47 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-08 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 48 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-09 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 49 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES KEEP MERGE WITH ROAD RIGHT LANE ROAD WORK TRAFFIC CLOSED AHEAD AHEAD RIGHT CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R ROAD PROTECTIVE VEHICLE (WORK VEHICLE) = R CLOSED â€ â€ 74+00 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK KEEP AHEAD RIGHT RIGHT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 50 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-23-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 ROAD CLOSED 68+00 67+00 ROAD CLOSED 66+00 SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 51 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-23-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROAD WORK XX FT ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 ROAD ROAD WORK WORK TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R XX FT AHEAD PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 52 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-23-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. END DETOUR DETOUR ROAD CLOSED NO TURNS NORTHBOUND NO ACCESS TO 43RD AVE NE USE TO AT 172ND ST NE VIA SMOKEY POINT THRU TRAFFIC 43RD AVE NE 43RD AVE NE DETOUR 43RD AVE NE BLVD 43RD AVE NE LOCAL ACCESS NO ACCESS TO LOCAL ACCESS DETOUR TO BUSINESSES USE FOR BUSINESSES 172ND ST NE VIA ONLY ON 172ND ST NE 51ST AVE NE 43RD AVE NE 172ND ST NE OPEN DETOUR 172ND ST NE DETOUR NO TURNS AT 43RD AVE NE 43RD AVE NE DETOUR 172ND ST NE 43RD AVE NE NORTHBOUND DETOUR 43RD AVE NE USE DETOUR SMOKEY POINT LOCAL ACCESS NO TURNS BLVD TO BUSINESSES AT ON 172ND ST NE 43RD AVE NE 172ND ST NE OPEN DETOUR 43RD AVE NE USE DETOUR 51ST AVE NE ROAD CLOSED 43RD AVE NE TO DETOUR THRU TRAFFIC LOCAL ACCESS TO BUSINESSES ON 172ND ST NE 43RD AVE NE 43RD AVE NE LOCAL ACCESS OPEN DETOUR FOR BUSINESSES ONLY 43RD AVE NE DETOUR DETOUR ROAD CLOSED TO THRU TRAFFIC 43RD AVE NE LOCAL ACCESS FOR BUSINESSES ONLY DETOUR PHASE 1 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 53 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-23-2022 DUSTIN QUATTROCCHI Phase 1 Detour SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES ROAD LEFT LANE ROAD MERGE WITH WORK TRAFFIC CLOSED AHEAD AHEAD CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK AHEAD LEFT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 54 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-23-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 68+00 67+00 ROAD RIGHT LANE WORK CLOSED AHEAD AHEAD RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD 66+00 CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 55 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-23-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 KEEP RIGHT KEEP ROAD WORK AHEAD TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R RIGHT PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 56 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-23-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. NO ACCESS ROAD CLOSED NO LEFT USE SMOKEY SOUTH OF TO TURN AT POINT BLVD 172ND ST NE THRU TRAFFIC 43RD AVE NE USE 51ST AVE NE NO LEFT TURN AT NO LEFT 43RD AVE NE TURN AT 43RD AVE NE NO ACCESS USE SMOKEY SOUTH OF POINT BLVD 172ND ST NE USE 51ST AVE NE ROAD CLOSED TO THRU TRAFFIC PHASE 2 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 PANATTONI DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 57 Office (425) 889-6747 (303)846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-23-2022 DUSTIN QUATTROCCHI Phase 2 Detour SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 73+00 74+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen, P.E. Phone: 425-250-0584 02-23-2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen, P.E. Phone: 425-250-0584 02-23-2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen, P.E. Phone: 425-250-0584 02-23-2022 Panattoni Arlington - Project Roxy WSDOT Plans Comment Responses Comment Sheet Jurisdiction/ Comment Designer Response Number Number Department 1 CH-01 WSDOT Label Widths TENW: Lane widths labeled as requested. TENW: Solid circle added to pavement marking 2 CH-01 WSDOT Add solid circle per Std. Plan M-12.10-02 arrows as requested. 3 CH-02 WSDOT Label Widths TENW: Lane widths labeled as requested. TENW: Plans have been merged back together with 4 CH-02 WSDOT Show 300' of existing per chan checklist the 172nd st improvements. Merged plans show 300' of existing channelization. TENW: Section A revised to match section F of civil 5 CH-02 WSDOT Does not match section F of plans plans as requested. 6 CH-02 WSDOT Curbing should be 1.5' TENW: Curb revised to be 1.5' as requested. 7 CH-02 WSDOT Revise to "Buffer" TENW: Label revised to buffer as requested. TENW: Solid circle added to pavement marking 8 PM-01 WSDOT Add solid circle per Std. Plan M-12.10-02 arrows as requested. 9 TS-01 WSDOT Add construction note 18 to plan set TENW: Construction note 18 added as requested. 10 TS-01 WSDOT Illumination construction note revisions TENW: Revisions incorporated as requested. TENW: Power conductors have been revised to be in Wire note 9 and 18 have power and loops in the same conduit. a separate conduit for all wire notes as requested. 11 TS-02 WSDOT Power needs to be in a separate conduit and box from ITS The power conductors have also been routed cables. through separate junction boxes from the ITS equipment as requested. 12 TS-03 WSDOT Interconnect schematic revisions TENW: Interconnect schematic revised as requested. TENW: Interconnect construction notes revised as 13 TS-03 WSDOT Interconnect construction note revisions requested. Page 1 of 1 2/23/2022 GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET PAVING, TYP. SEE CIVIL. D GENERAL PLANTING NOTES 1. PLANTING SHALL CONFORM TO ALL CITY OF ARLINGTON CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. RESTORE DISTURBED RESTORE DISTURBED PLANTING AREAS TO EXISTING CONDITIONS OR BETTER. AREAS TO EXISTING CONDITIONS OR 2. CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. BETTER, TYP. 172ND ST. NE 3. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 4. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL D NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR QUICK COUPLER 4 SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS L-1.3 AND ESTIMATING GROUNDCOVER QUANTITIES. RIGHT OF WAY 5. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS D LINE AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. T 6. SEE SHEET L-1.2 FOR PLANT SCHEDULE AND DETAILS 7. SEE PROJECT ROXY FOR SPECIFICATIONS. 8. PROVIDE TEMPORARY IRRIGATION AS REQUIRED UNTIL PLANTS ARE ESTABLISHED. COORDINATE WITH PROJECT ROXY IRRIGATION INSTALLER. PLANTING OUTSIDE OF TRENCHING AND SLEEVING 3 ROUNDABOUT BY OTHERS. SEE PLANT SCHEDULE PROJECT ROXY. L-1.3 D SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY RU RHAPHIOLEPIS UMBELLATA 'MINOR' TM GULF GREEN INDIAN HAWTHORN 5 GAL 8 SHRUB AREAS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY MAIN LINE STUB-UP BY OTHERS- SEE PROJECT CP CISTUS X PULVERULENTUS 'SUNSET' SUNSET ROCKROSE 1 GAL 48" o.c. 18 ROXY AND COORDINATE WITH ROXY IRRIGATION INSTALLER NG NANDINA DOMESTICA 'GULF STREAM' TM GULF STREAM HEAVENLY BAMBOO 1 GAL 36" o.c. 11 LAWN D GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO EULALIA GRASS 1 GAL 36" o.c. 58 43RD AVE. NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: MS 09-14-2021 PANATTONI C ASI-031.1 PERMIT REVISION 2-23-2022 EH DEVELOPMENT Panattoni Arlington - L-1.1 D PERMIT REVISION 3-10-2022 EH DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy EH AHBL #2200283.40 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF CS 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB THALE@PANATTONI.COM PLANTING PLAN 2 TRAVIS HALE 03/09/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. CORP OF PRESIDING PROTECT EXISTING 400.00' BISHOP OF LDS N1Â° 35' 20"E 31052100304300 STORM DRAINAGE 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 11 EXISTING SIGN TO BE RELOCATED. 73+00 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW 3 OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN 54.00' 13 TREES STORM DRAINAGE 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' 2+00 16 S87Â° 34' 30"E 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 10+00 50.00' 5 30.00' 11+00 172ND ST NE WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 11 16 5 2 13 12 5 9 14 3 6 17 8 3 1 17 WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 PROTECT EXISTING 6 HYDRANT EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED DEMOLITION NOTE TRAFFIC SIGNALS TO BE REMOVED. REMOVED CAMERA SHALL BE RETURNED TO WSDOT. 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 02/23/2022 GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET PAVING, TYP. SEE CIVIL. GENERAL PLANTING NOTES 1. PLANTING SHALL CONFORM TO ALL CITY OF ARLINGTON CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. RESTORE DISTURBED RESTORE DISTURBED PLANTING AREAS TO EXISTING CONDITIONS OR BETTER. AREAS TO EXISTING CONDITIONS OR 2. CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. BETTER, TYP. 172ND ST. NE 3. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 4. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR QUICK COUPLER 4 SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS L-1.2 AND ESTIMATING GROUNDCOVER QUANTITIES. RIGHT OF WAY 5. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS LINE AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. T 6. SEE SHEET L-1.2 FOR DETAILS 7. SEE PROJECT ROXY FOR SPECIFICATIONS. 8. PROVIDE TEMPORARY IRRIGATION AS REQUIRED UNTIL PLANTS ARE ESTABLISHED. COORDINATE WITH PROJECT ROXY IRRIGATION INSTALLER. PLANTING OUTSIDE OF TRENCHING AND SLEEVING 3 ROUNDABOUT BY OTHERS. SEE PLANT SCHEDULE PROJECT ROXY. L-1.2 SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY RU RHAPHIOLEPIS UMBELLATA 'MINOR' TM GULF GREEN INDIAN HAWTHORN 5 GAL 8 SHRUB AREAS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY MAIN LINE STUB-UP BY OTHERS- SEE PROJECT CP CISTUS X PULVERULENTUS 'SUNSET' SUNSET ROCKROSE 1 GAL 48" o.c. 18 ROXY AND COORDINATE WITH ROXY IRRIGATION INSTALLER NG NANDINA DOMESTICA 'GULF STREAM' TM GULF STREAM HEAVENLY BAMBOO 1 GAL 36" o.c. 11 LAWN GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO EULALIA GRASS 1 GAL 36" o.c. 58 43RD AVE. NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: MS 09-14-2021 PANATTONI C ASI-031.1 PERMIT REVISION 2-23-2022 EH DEVELOPMENT Panattoni Arlington - L-1.1 D PERMIT REVISION 3-10-2022 EH DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy E PERMIT REVISION 4-25-2022 MS EH AHBL #2200283.40 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF CS 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB THALE@PANATTONI.COM PLANTING PLAN 2 TRAVIS HALE NOTE: GROUNDCOVER PLANTING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. SPACING X .86 FOR TRIANGULAR PATTERN 12" MIN FROM CURB SPACING AS SPECIFIED 3" MULCH. NO MULCH AGAINST THE BASE OF THE PLANT 3" OF MULCH. NO MULCH AGAINST BACKFILL WITH EXCAVATED SOIL THE BASE OF THE PLANT REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN BACKFILL WITH INTO GROUND. SET TOP OF BALL SCARIFY EXCAVATED SOIL. FLUSH WITH FINISH GRADE. SIDES OF WATER THOROUGHLY. PLANTING PIT LOOSEN / PULL OUT ROOTS 2X ROOTBALL FROM CONTAINER GROWN PLANTS SHRUB PLANTING GROUNDCOVER PLANTING 1 2 NTS P-2-PAN-02 1/2" = 1'-0" P-2-PAN-66 12" MAX FINISHED GRADE. 1" MIN. 6" MIN. 2" MAX. PLANTING CONDITION PAVING CONDITION NOTES: FINISH GRADE 1. DIMENSIONS ARE MINIMUM CLEARANCES. QUICK COUPLING VALVE AS SPECIFIED. PAVING SECTION PER 2. ALL TRENCH BACKFILL MATERIAL SHALL TWO STAINLESS SCH. 80 NIPPLE, LENGTH AS REQ. CIVIL PLANS BE CLEAN IMPORTED SAND. STEEL CLAMPS. 6" DEEP LAYER OF 3/4" AT 85% DENSITY 3. DO NOT TAPE OR BUNDLE WIRES IN CRUSHED ROCK. 1'-0" (SOIL BACKFILL) SLEEVES. 1'-6" STRUCTURAL FILL 3" PVC SCHEDULE 80 1'-6" AT 95% DENSITY 4. ALL SLEEVES TO BE TWICE THE SIZE OF NIPPLE. 2'-0" THE COMBINED PIPES INSIDE. 1/2" X 36" GALV STEEL PIPE. LATERAL LINE(S) 5. SLEEVES REQUIRED UNDER ALL PAVED AREAS AND WALLS. THREE PVC SCH 80 TRACER WIRE ELLS. 12" PVC SCHEDULE 80 6. SLEEVE TO EXTEND 18" BEYOND THE NIPPLE. MAIN LINE(S) EDGE OF PAVING ON BORTH SIDES. 4" 10" DIAMETER VALVE BOX. CONTROL WIRES 7. INSTALL TRACER WIRE WITH MAIN LINE HEAD BRAND "QVC" ON LID WITH 2" HIGH CHARACTERS. 4" 4" CLEAN SAND QCV TRENCHING AND SLEEVING QUICK COUPLER 3 4 1 1/2" = 1'-0" 1 1/2" = 1'-0" E REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: MS 09-14-2021 PANATTONI C C ASI-031.1 PERMIT REVISION 2-23-2022 EH DEVELOPMENT Panattoni Arlington - D PERMIT REVISION 3-10-2022 EH L-1.2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy E PERMIT REVISION 4-25-2022 MS EH AHBL #2200283.40 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 LANDSCAPE DETAILS OF CS 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB THALE@PANATTONI.COM 2 TRAVIS HALE SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. CORP OF PRESIDING PROTECT EXISTING 400.00' BISHOP OF LDS N1Â° 35' 20"E 31052100304300 STORM DRAINAGE 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 11 EXISTING SIGN TO BE RELOCATED. 73+00 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW 3 OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN 54.00' 13 TREES STORM DRAINAGE 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' 2+00 16 S87Â° 34' 30"E 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 10+00 50.00' 5 30.00' 11+00 172ND ST NE WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 11 16 5 2 13 12 5 9 14 3 6 17 8 3 1 17 WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 PROTECT EXISTING 6 HYDRANT EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED DEMOLITION NOTE TRAFFIC SIGNALS TO BE REMOVED. REMOVED CAMERA SHALL BE RETURNED TO WSDOT. 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 02/23/2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 2 73+00 5 19 PB PB 5 72+00 PB 2+00 3+00 4+00 5+00 6+00 7+00 5 8+00 C T 5 71+00 C PB T 5 C 5 Â· Â· C 18 70+00 Â· Â· PB Â· REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-202208-29-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 41 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 Phone: 425-250-0584 DUSTIN QUATTROCCHI 02-23-202208-29-2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. --- 3" 1.68 3" 1.68 3" Relabeled 5 Relabeled 18 Relabeled 19 Relabeled 2 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-202208-29-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 42 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 Phone: 425-250-0584 DUSTIN QUATTROCCHI 02-23-202208-29-2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. F 74+00 73+00 PB PB C 72+00 C PB 2+00 3+00 C 4+00 5+00 6+00 7+00 8+00 C C T 71+00 C PB T C C C F Â· Â· C 70+00 Â· Â· PB Â· REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: ASI-035 PERMIT REVISION 5/4/2022 DMA Transportation Planning | Design | Traffic Impact & Operations D 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 41 ASI-040 PERMIT REVISION 8/18/2022 DMA Office (425) 889-6747 (303) 846-5824 E APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F ASI-041 PERMIT REVISION 9/14/2022 DMA EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 09-14-2022 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. F REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 09-14-2022 PANATTONI DEVELOPMENT Panattoni Arlington - TS-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: ASI-035 PERMIT REVISION 5/4/2022 DMA Transportation Planning | Design | Traffic Impact & Operations D 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 42 ASI-040 PERMIT REVISION 8/18/2022 DMA Office (425) 889-6747 (303) 846-5824 E APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F ASI-041 PERMIT REVISION 9/14/2022 DMA EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 09-14-2022 DUSTIN QUATTROCCHI ASI-027 6 1 2 A-110 A-110 Client PANATTONI ONLY F DEVELOPMENT A C MONUMENT E ASI COMPANY, INC. O SIGN F 7032 1821 Dock Street B U Suite #100 IL D 2 Tacoma, WA 98402 IN 8 G 4 MOTORCYCLE PARKING - ' T - (CONC. SURFACE) 7 O 1 P /2 R " 8 O PLAN P A-108 CHECK E A R NAV NAV NAV NAV T Y L 2 1 3 IN A-106 E A-106 A-106 VAN VAN VAN VAN ASI 1007 9' - 11" MAIN ASI PLAN Project CHECK ASI ENTRY 1007 B 1007 856' - 2 1/2" " 1 " 1 5 PROPERTY LINE TO FACE OF BUILDING - -' ASI ' 3 1 1007 1 1 SWITCHGEAR 'MSD' PROJECT ROXY 12' - 4 1/2" INCOMING GAS ASI 40 TRAILER PARKING SPACES @ 12' MONUMENT 1007 SIGN 5002 172ND Street, NE SERVICE PRE-FABRICATED Arlington, WA 98223 PRE-ENGINEERED DROP-OFF CANOPY, SMOKERS SHELTER 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 SEE SHEET A-108 SWITCHGEAR 'MSC' PLAN TRANSFORMER 1 9 CHECK 5 B 1 9 2 459 LF x 18'-0" TALL 6 PLAN 1 CHECK SWITCHGEAR MSC A-107 SOUND BARRIER 97 2ASI-08 4 5 1 1 9 B SEE SHEET A-109 8 Mechanical/Electrical/Plumbing 1 9 6 9 2 PRE-FABRICATED 0 3 2 5 1 3 3 2 2 4 0 7 4 1 A-108 2 2 3 2 4 0 8 5 2 2 2 DROP-OFF CANOPY, 3 29 46 0 2 2 3 51 2 3 A-107 30 4 0 7 4 2 2 3 SEE SHEET A-108 31 48 0 2 5 2 SWITCHGEAR 'MSD' 3 2 49 0 2 6 2 1 5 1 3 3 5 0 0 2 7 2 3 3 51 0 4 2 8 TRANSFORMER 2 3 3 52 0 5 2 9 2 0 5 1 3 3 53 1 6 2 0 2 3 DOMESTIC WATER 3 5 1 7 4 1 2 2 3 3 5 1 8 5 2 2 9 2 41 3 3 5 1 9 6 3 2 2 SERVICE 3 4 5 1 0 7 4 2 2 3 4 5 1 8 1 8 5 4 2 2 EMERGENCY 1 3 ENTRANCE/METER 4 59 1 2 2 6 2 3 6 4 0 1 3 2 7 2 3 6 GENERATOR 4 1 2 1 8 2 3 6 4 2 1 5 2 9 2 3 Fire Alarm/Fire Protection 4 63 2 6 0 2 2 34 6 74 7 4 21 1 2 RFI TOTAL BUILDING FOOTPRINT - 638,019 SF 34 65 8 3 4 (4) 4" SERVICE 515 9 3 4 6 50 4 1 3 5 1 ENTRANCE CONDUITS 3 5 2 PROPERTY LINE PER SURVEY AND CIVIL, TYP PLAN 5 3 (DRIPLINE INLCLUDES (2) SMOKING SHELTERS & AUGER 4 5 1 3 3 5 FOR COMMUNICATIONS 4 CHECK 3 5 5 COMPACTOR 4 3 4 1 56 PARKING B 3 5 6 7 28 TRAILER MAIN ENTRY CANOPY) 3 5 3 PR-013 8 4 3 DEMARC ROOM AUGER 41 3 2 SPACES @ 12' 5 2 9 4 2 5 36 0 14 A-107 3 6 20 2 1 4 4 1 3 6 2 2 9 3 FFE=128.00 36 2 GUARDHOUSE 3 8 3 3 6 2 4 7 3 3 6 2 5 63 3 6 25 6 3 3 1 6 24 41 7 3 2 3 6 3 7 8 3 2 2 SWITCHGEAR MSA 3 2 0 13 4 1 2 0 A-107 ASI 3 2 9 22 TRAILER PARKING SPACES @ 12'22 TRAILER PARKING SPACES @ 12'2 2 Telecom/Security/Video 8 9 007 2 3 1 1 27 2 2 SWITCHGEAR 'MSA' 62 5 ASI 2 8 3 5 1 2 2 4 007 TRANSFORMER 2 2 3 1 2 A-103 7 3 1 2 2 2 2 6 3 601' - 7 1/2" 1 PROPERTY LINE TO FACE OF BUILDING 6 E 2 3 5 2 3 4 2 IN 3 3 FIRE PUMP HOUSE 2 3 2 L 2 " 3 1 2 2 Y 3 9 0 WITH WATER 2 T 3 9 1 - 3 8 STORAGE TANK A-104 1 ' R 3 7 1 6 E 3 6 1 6 3 5 2 1 6 P 6 2 3 4 1 6 BUILDING 7 2 3 O " 3 1 6 8 3 2 TO FACE OF 2 2 1 6 9 R / 3 2 1 1 7 0 1 2 64' - 1 1/2" 30 P 1 7 1 2 3 9 1 0 7 2 2 3 8 0 7 1 RFI 3 2 37 0 7 - RFI 4 2 3 515 60 7 5 ' 2 3 47' - 5" RFI 4 515 50 7 1 6 3 2 4 ASI 3 4 0 7 7 5 515 3 2 3 43 TRAILER PARKING SPACES @ 12'43 TRAILER PARKING SPACES @ 12'0 7 007 8 4 2 3 2 1 0 7 A-107 9 2 3 1 0 8 0 2 3 0 0 8 1 2 3 9 9 8 2 2 2 8 9 8 3 2 2 7 9 8 4 2 6 9 2 5 9 2 4 9 2 3 9 2 2 9 2 1 9 2 0 9 2 9 8 ASI-08 2 8 8 2 78 2 2 6 8 2 5 8 2 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 CONCRETE CONCRETE RAMP AND 6 4 5 6 PRE- 6 6 RAMP AND 1,690 LF x 16'-0" TALL 9 8 3 ENGINEERED PR SOUND BARRIER GUARDHOUSE STAIRS 152' - 2 1/2"A-107 A-107 A-107 A-107 A-107 A-107 STAIRS 3009 1 A-107 A-107 ASI A-107 SMOKERS SIM 19 TRAILER PARKING SPACES @ 12'SEE SHEET A-109 G 1007 SHELTER Â© MACKENZIE IN A-104 2021 ALL RIGHTS RESERVED D 964 864 764 64 564 464 364 264 164 064 954 854 754 654 54 454 354 254 154 054 94 84 74 64 54 4 34 24 14 04 934 834 734 634 534 434 34 234 13 4034 924 824 724 624 524 424 324 24 124 024 914 814 714 614 514 414 314 214 14 014 904 804 70 4604 504 404 304 204 104 04 93 893 793 693 593 493 393 293 193 093 983 83 783 683 583 483 383 283 183 08 3973 873 73 673 573 473 373 273 173 073 963 THESE DRAWINGS ARE THE PROPERTY OF IL EVEV EV EV EV EV EV EV EV EV EV U MACKENZIE AND ARE NOT TO BE USED 1 ASI B OR REPRODUCED IN ANY MANNER, F A-102 1007 101 TRAILER PARKING SPACES @ 12' WITHOUT PRIOR WRITTEN PERMISSION O NOTE: PROPERTY LINE TO FACE E " C OF BUILDING DIMENSIONS ARE 9 A FOR CODE ANALYSIS ONLY, -' F 5 O REVISION SCHEDULE COORD WITH CIVIL AND SURVEY 43 T PR-013 AS REQD. E 17' - 7" EV CHARGER 5 Delta Issued As Issue Date IN CABINETS & PLAN L CHECK A PLAN CHECK 3/15/21 Y ASI TRANSFORMER - B T 1007 SEE ELECTRICAL 1 ASI-007 3/15/21 R E 2 ASI-008 3/16/21 P FIRE PUMP HOUSE O 139' - 11 1/2" WITH WATER B PLAN CHECK 4/14/21 R P STORAGE TANK 3 PR-009 5/21/21 4 RFI 515 8/13/21 5 PR-013 8/30/21 6 ASI 028 12/22/21 7 ASI-032 2/21/22 SHEET TITLE: SITE PLAN 1 OVERALL SITE PLAN A-101 1" = 80'-0" DRAWN BY: Author CHECKED BY: Checker SHEET A-101 JOB NO. 2200174.00 ISSUED FOR PERMIT 11/23/2020 2/18/2022 10:12:00 AM 1" = 80'-0" ASI 2032 GC TO COORDINATE ANY ADJACENT LIGHT POLE / SIGNAGE FOOTINGS WITH 5'-0" CLEAR MIN PROVIDED DIMENSION. IF PILASTER FOOTING CAUSES CONFLICT WITH LIGHT POLE OR SIGNAGE NOTIFY DESIGN TEAM FOR ANY REQUIRED WALL ADJUSTMENTS. 589' - 11 5/8" 126' - 0" 126' - 0" 126' - 0" 126' - 0" 207' - 11 5/8" ONLY TYP 84' - 0" 4 TYP 20 A-110 4'-0" FOOTING A-110 4'-0" FOOTING 4'-0" FOOTING EJ EJ EJ EJ EJ EJ EJ 40' - 0 3/8" 40' - 0 3/8" 36' - 0 3/8" 3 TYP, UNO TYP, UNO SITE WALL AND PILASTER FOOTING SHOWN DASHED, TYP A-110 4'-0" FOOTING MONUMENT SIGN F/O CONC F/O CONC Client 1 ENLARGED SITE WALL PLAN - WEST A-110 1" = 30'-0" PANATTONI DEVELOPMENT 126' - 0" 126' - 0" 126' - 0" 126' - 0" 122' - 8" 106' - 0" COMPANY, INC. 1821 Dock Street Suite #100 Tacoma, WA 98402 ONLY 816' - 7 5/8" TYP TYP 4 20 4'-0" FOOTING A-110 A-110 4'-0" FOOTING " 4 EJ EJ EJ EJ EJ EJ - ' 1 1 4'-0" FOOTING EJ 36' - 0 3/8" 40' - 0 3/8" 33' - 4 3/8" 32' - 0 3/8" 33' - 4 3/8" TYP, UNO 38' - 8 3/8" 38' - 8 3/8" 38' - 8 3/8" 123' - 11 5/8" F/O CONC Project PROJECT ROXY 5002 172ND Street, NE Arlington, WA 98223 2 ENLARGED SITE WALL PLAN - EAST A-110 1" = 30'-0" 2' - 5 5/8" +- GC TO COORD W/ SUPPLIER Mechanical/Electrical/Plumbing SLOPED TOP CAP @ PILASTER BEYOND, TYP. (INTEGRAL EQ EQ - LINE OF FOOTING BELOW 8" CMU PILASTER w/ (4) #4 VERT, + COLOR) SEE REF PHOTO " #4 TIES @ 24" OC. ALT HOOKS 3 END BAYS: #5 @ 16" VERT w/ #5 @ 48" HORIZ ON TIES CONTROL JOINT, TYP, OTHER LOCATIONS: #4 @ 16" VERT w/ #5 @ 48" HORIZ EQ 1' - 11 5/8" EQ CENTERED, SEE PLANS TOP CAP 1' - 11 5/8" FOR EXPANSION JOINT 20 LOCATIONS A-110 " " /8 Fire Alarm/Fire Protection /8 5 5 3 2 9 5/8" WALL TOP CAP 17 PROVIDE STD HOOK FOR A-110 HORIZ BAR AT END OF WALL CONTROL JOINT EA SIDE OF PILASTER PER 17/A-110 FINISH GRADE Telecom/Security/Video " /8 SPLIT FACE PILASTER 5 BEYOND SHOWN FOR REF. 1 1 (RUNNING BOND PATTERN) - ' 1 3 TYPICAL ELEVATION A-110 1/4" = 1'-0" 8x8x16 NOMINAL STANDARD " 6 E CMU, (RUNNING BOND /1 D PATTERN) SEE ELEVATION A 5 R 8 FOR REINF -' " G 6 6 E /1 V NOTE: GC TO COORDINATE WITH LOCAL CMU SUPPLIER TO SOURCE 5 O 0 B PILASTER TOP CAP AS SHOWN IN ABOVE REF PHOTO. -' A 6 IN M" 0 - ' 5 4 PILASTER DETAIL 5 PILASTER TOP CAP REF PHOTO #4 DOWEL x 10" Â© MACKENZIE 1 1/2" = 1'-0" ALIGN w/ VERT REINF. 2021 ALL RIGHTS RESERVED A-110 A-110 1" = 1'-0" ALTERNATE HOOK DIRECTIONS THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION H T G REVISION SCHEDULE N E MASONRY L Delta Issued As Issue Date E 1 ASI 028 12/22/21 IC 1. MASONRY UNITS SHALL BE GRADE 'N' HOLLOW CONCRETE UNITS CONFORMING TO THE REQUIREMENTS L P 2 ASI-032 2/21/22 OF ASTM C90. S 2. ALL MASONRY ASSEMBLIES SHALL DEVELOP A MINIMUM 28-DAY COMPRESSIVE STRENGTH F'm AS IN FOLLOWS: M" X 0'- A IN SITE WALLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1500 PSI 2 M" " M 3. MASONRY UNITS SHALL HAVE THE STRENGTHS SPECIFIED IN IBC TABLE 2105.2.2.1.1 & .2, & SHALL NOT BE 0 6 - '- INSTALLED PRIOR TO ATTAINING THE REQUIRED 28-DAY STRENGTH. ' 0 1 4. WALL THICKNESS SHALL BE AS SHOWN ON PLANS. (2) 1/2" Ã˜ x 4'-0" SMOOTH BACKER ROD & SEALANT 5. JUSTIFICATION FOR ASSEMBLY STRENGTH SHALL BE EITHER BY UNIT STRENGTH METHOD OR PRISM BARS AT EA BOND BM. EJ PER ARCH TEST METHOD AS DESCRIBED IN ACI-530. CAP ENDS TO ALLOW 1" 6. MORTAR FOR REINFORCED MASONRY SHALL CONFORM ASTM C270. CONTINUOUS HORIZ BOND MOVEMENT 7. MORTAR SHALL BE TYPE S. BM. HORIZ. REINF. PER #4@12" OC EA 8. MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIONED BY ACCURATE MEASUREMENT ELEVATION WIRE TIE BARS & GREASE WAY TOP AND SHEET TITLE: ON ONE SIDE OF JOINT " BOT ACCORDING TO IBC TABLE NO. 2103.8. 0- SITE WALL BACKER ROD & SEALANT ' 9. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. 1 EA SIDE PER ARCH 10. AGGREGATE FOR MASONRY MORTAR SHALL CONFORM TO ASTM C144. PLAN AND 11. GROUT AND SELF-CONSOLIDATING GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476, R L DETAILS WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH, DETERMINED IN ACCORDANCE WITH ASTM C1019, C " OF F'm OR 2000 PSI WHICHEVER IS GREATER. 3 1 1/2" CLR 12. AGGREGATE FOR GROUT FOR MASONRY SHALL CONFORM TO ASTM C404. 13. CONSTRUCTION REQUIREMENTS AND QUALITY CONTROL FOR MASONRY SHALL COMPLY WITH IBC 3' - 0" , 4'-0" WIDE @ END BAYS SECTIONS 2104 AND 2105. EXPANSION JOINT STRIP 14. ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING TO ALL PROVISIONS OF THE PER ARCH STOP HORIZ BOND BASIS OF DESIGN INFORMATION (BASED ON BASALITE): CONCRETE REINFORCING SECTION. BM STEEL AT JOINT 15. PROVIDE HORIZONTAL BOND BEAMS AT 4'-0" O.C. WITH (2) #4 CONTINUOUS & (1) #4 AT 2'-8" O.C. VERT. (2) #4 VERT BARS ON EA MANUFACTURER: BASALITE, MUTUAL MATERIALS OR SIMILAR MANUFACTURER AND SOLID GROUT, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SIDE OF JOINT, PROVIDE (2) #4 VERT BARS ON WALL TYPE & COLOR: NATURAL PRECISION 16. REINFORCEMENT PLACED IN BOND BEAMS SHALL BE LAPPED A MINIMUM OF (40) BAR DIAMETERS AT DOWELS AT FTG TO EA SIDE OF JOINT WALL MORTAR COLOR: NATURAL MATCH VERT REINF PILASTER TYPE &COLOR: CHARCOAL SPLICES. PROVIDE CORNER BARS OF EQUIVALENT SIZE LAPPED (36) BAR DIAMETERS AT CORNERS AND PILASTER MORTAR COLOR: CHARCOAL INTERSECTIONS OF WALLS, UNLESS NOTED OTHERWISE ON DRAWINGS. TOP CAP WALL PROFILE: PEAK CAP 10x4x16 TOP CAP WALL COLOR: CHARCOAL 17. EXCEPT AS OTHERWISE SHOWN, REINFORCE AROUND ALL OPENINGS WITH: USE ONLY STRETCHER NOTE: PILASTER TOP CAP PROFILE: CAP 30x3x30 TOP CAP WALL COLOR: CHARCOAL SPACE EXPANSION JOINTS AT MAX DRAWN BY: AAW, CMV MAT (2) #5 x OPENING WIDTH PLUS 4'-0" AT ABOVE AND BELOW OPENINGS NOTE: BLOCKS AT CONTROL PROVIDE MANUFACTURERS RECOMMEDED SANDED JOINT SEALANT TO MATCH GROUT COLOR AT ALL (1) #5 x OPENING HEIGHT PLUS 4'-0" AT EACH JAMB SEE MASONRY GENERAL JOINTS AND ENSURE 126'-0" O.C. UNO SEE ENLARGED CONTROL / EXPANSION JOINTS. NOTE 20 ON SHEET A-110 GROUT FILLS HEAD SITE WALL PLAN FOR LOCATIONS CHECKED BY: CMV,ACG 18. IN CONCRETE ELEMENTS SUPPORTING MASONRY WALLS, EMBED DOWELS TO MATCH SIZE AND FOR JOINT LOCATION JOINT NOTE: GC TO COORDINATE BOTTOM OF FOOTING LOCATION WITH CIVIL DRAWINGS AND ADJACENT LOCATION OF VERTICAL MASONRY REINFORCEMENT. LAP DOWELS AND VERTICAL REINFORCEMENT (48) BIORENTION CELL DETAILS BAR DIAMETERS. PROVIDE BAR POSITIONERS FOR ALL VERTICAL REINFORCING. SHEET 19. PROTECT ALL MASONRY UNITS, STORED AND ERECTED AT JOB SITE, FROM THE ELEMENTS. PROPOSED COLORS ARE BASED ON STANDARD GREY AND CHARCOAL COLORS LISTED ON BASALITE 20. PROVIDE CONTROL JOINTS PER ARCH, OTHERWISE PLACE JOINTS AT 20'-0" O.C. MAX. SEE DETAIL WEBSITE. GC TO PROVIDE AVAILABILITY INFORMATION AND SAMPLES FOR FINAL SELECTION. THIS SHOULD 17/A-110 FOR JOINT DETAIL. IDEALLY BE COORDINATED WITH AN ONSITE VISIT FROM THE DESIGN TEAM IF POSSIBLE. A-110 16 MASONRY STRUCT NOTES 17 WALL CONTROL JOINT 18 WALL EXPANSION JOINT 20 CMU SITE WALL SECTION ASI-028 A-110 12" = 1'-0" A-110 1" = 1'-0" A-110 1" = 1'-0" A-110 1 1/2" = 1'-0" 1 JOB NO. 2200174.00 ISSUED FOR PERMIT 11/23/2020 2/18/2022 10:12:04 AM As indicated SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. CORP OF PRESIDING PROTECT EXISTING 400.00' BISHOP OF LDS N1Â° 35' 20"E 31052100304300 STORM DRAINAGE 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 11 EXISTING SIGN TO BE RELOCATED. 73+00 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW 3 OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN 54.00' 13 TREES STORM DRAINAGE 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' 2+00 16 S87Â° 34' 30"E 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 10+00 50.00' 5 30.00' 11+00 172ND ST NE WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 11 16 5 2 13 12 5 9 14 3 6 17 8 3 1 17 WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 PROTECT EXISTING 6 HYDRANT EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED DEMOLITION NOTE TRAFFIC SIGNALS TO BE REMOVED. REMOVED CAMERA SHALL BE RETURNED TO WSDOT. 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 02/23/2022 MEMORANDUM Date: November 10, 2021 TG: 1.21070.00 To: Nova Heaton â€“ City of Arlington From: Mike Swenson, PE, PTOE â€“ Transpo Group Jessica Lambert, PE â€“ Transpo Group cc: Jeff Schramm - TENW Subject: 172nd Street Corridor Simulation â€“ VISSIM Analysis Summary/Improvement Recommendations This memorandum documents the results for the VISSIM microsimulation analysis completed for the 172nd Street NE (SR 531) corridor and adjacent intersections. This simulation analysis was used to evaluate existing and future conditions along 172nd Street NE corridor and to identify the long-term improvement needs. The following sections provides a summary of purpose and need, existing and future study area, existing and future volumes, existing condition operations, future scenarios operations and long- term improvements. Study Purpose and Need As requested by the City of Arlington a VISSIM macrosimulation analysis was completed to support the long-term planning efforts for the 172nd Street NE corridor between 27th Avenue NE and 67th Avenue NE. The need for this analysis was identified based on recent and pending development as well as additional land use growth anticipated in the City. Based on current plans in the area, the future conditions also considered the development of parallel corridors such as 168th Street/169th Street NE to the south and 173rd Street/174th Place NE to the north of 172nd Street NE. Existing & Future Study Area The study area was coordinated in advance with City staff and included key intersections along 172nd Street NE between 27th Avenue NE and 67th Avenue NE. The future network includes an expanded roadway network and intersections anticipated as part of on-going long-term improvements by both the Cities of Arlington and Marysville. Based on current planning efforts in the area two parallel roadways are planned. North of 172nd Street NE, 173rd Street/174th Place NE would run between approximately Smokey Point Boulevard and 51st Avenue NE with a right- in/right-out connection at 172nd Street NE west of Smokey Point Boulevard. South of 172nd Street NE, 169th Street NE/168th Street NE would run between Smokey Point Boulevard and 63rd Avenue NE with a right-in/right-out connection at 172nd Street NE. The existing and future study intersections are depicted on Figure 1. 12131 113th Avenue NE, Suite 203, Kirkland, WA 98034 | 425.821.3665 | Figure 1 Existing and Future Study Intersections Existing & Future Volumes Existing traffic counts were obtained from previous projects completed in the area and were collected in between 2016 and 2019 with the exception of the 27th Avenue NE/172nd Street NE intersection which was collected in June 2021. Volumes collected prior to 2021 were grown at an average annual growth rate of 5 percent to establish existing 2021 conditions. The annual average growth rate of 5 percent is consistent with previous work completed in the area. Existing 2021 traffic volumes are provided in Attachment A. Traffic volumes forecasts were developed utilizing the City of Arlington travel demand model with adjustments to account for the planned roadway network. The land use assumed in the model is consistent with the preferred alternative from the Arlington CIC FEIS which included a blend of the Action Alternative 1 (population and number of dwelling units) and Alternative 2 (jobs) and includes updates associated with recent land use changes proposed near Smokey Point Boulevard north of 172nd Street NE. The forecasting utilized existing traffic counts and the 2010 and 2040 travel demand models. Model volumes were post processed following standard procedures described by NCHRP and reflect the forecast 2040 conditions in the area. Because there is not an AM travel demand model the PM peak hour traffic volumes were flipped (reversed in direction) and factored based on a comparison of the existing AM and PM peak hour traffic counts. Forecast 2040 traffic volumes are provided in Attachment A. Existing Condition Operations The existing weekday AM and PM peak hour VISSIM model was calibrated utilizing travel times from INRIX, and field observations completed in July 2021. The existing model was calibrated based on WSDOT guidelines. The model calibration documentation is provided in Attachment B. The following sections summarize the existing conditions in the study area including corridor travel time, intersection operations, and queuing. Corridor Travel Time Travel times along 172nd Street NE corridor and Smoky Point Boulevard were measured in the simulation model. The detailed extends for each measurement are illustrated in Figure 2. Travel time measurements for the approximate 2.5-mile segment of 172nd Street NE (measurement 1 and 2) as well as specific interchange segments capture the known bottlenecks and congestion queuing. 2 Figure 2 VISSIM Travel Time Measurement Definition A summary of the VISSIM travel time is provided below. Table 1 provides a summary of corridor travel time for the existing weekday AM and PM peak hour. Table 1. Existing Peak Hour Corridor Travel Time Summary Travel Time1 Corridor Direction Distance (miles) AM Peak Hour PM Peak Hour 172nd St NE Corridor (27th Ave to 67th Ave) EB 2.45 311 442 172nd St NE Corridor (27th Ave to 67th Ave) WB 2.45 322 470 172nd St NE (27th Ave to Smokey Point EB 0.50 87 128 Blvd) 172nd St NE (27th Ave to Smokey Point WB 0.50 78 145 Blvd) Smokey Point Blvd (169th St to 174th St) NB 0.33 81 95 Smokey Point Blvd (169th St to 174th St) SB 0.33 88 113 1. Corridor travel time in seconds based on VISSIM results. As shown in Table 1, the travel time between 27th Avenue NE and 67th Avenue NE is approximately 442 seconds or 7.5 minutes in the eastbound direction and 470 or 7.8 minutes in the westbound direction during PM peak hour. Additionally, the segments along 172nd Street NE near the interchange (27th Avenue NE to Smokey Point Boulevard) represent approximately 2 minutes and 2.5 minutes of the corridor travel time in the eastbound and westbound directions, respectively. Comparatively, the travel time along the whole 172nd Street NE corridor is approximately 311 seconds or 5.2 minutes in the eastbound direction and 322 or 5.4 minutes in the westbound direction during AM peak hour. The segments (27th Avenue NE to Smokey Point Boulevard) near the interchange represent approximately 1.4 minutes and 1.3 minutes of the corridor travel time in the eastbound and westbound directions, respectively. Overall, the existing PM peak hour condition indicates a more congested level compared to AM peak hour. As such, the analysis below focuses on the discussion of the PM peak hour condition. Intersection Delay Summary Intersection delays were measured for study intersections in the simulation model. A summary of the VISSIM intersection delay is provided in Table 2. The LOS grade assigned in the table is based on the Highway Capacity Manual, 6th Edition; however, the delays are reported from VISSIM. 3 Table 2. Existing PM Peak Hour Intersection Delay Intersection Traffic Control Delay1 LOS2 27th Ave NE & 172nd St NE Signalized 42 D I-5 SB Ramps & 172nd St NE Signalized 18 B I-5 NB Ramps & 172nd St NE Signalized 27 C Smokey Point Blvd & 172nd St NE Signalized 57 E 40th Ave NE & 172nd St NE TWSC 2 A 43rd Ave NE & 172nd St NE Signalized 24 C 51st Ave NE & 172nd St NE Signalized 25 C 59th Ave NE & 172nd St NE Signalized 25 C 67th Ave NE & 172nd St NE Signalized 48 D Smokey Point Blvd & 174th St NE Signalized 6 A Smokey Point Blvd & 169th St NE Signalized 19 B 1. Average delay in seconds per vehicle. 2. Level of service, based on VISSIM delay results and Highway Capacity Manual, 6th Edition. As shown in Table 2 based on the VISSIM results all of the study intersections currently operate at LOS D or better with the exception of the Smokey Point Boulevard/172nd Street NE intersection which operations at LOS E. Queuing Queuing along I-5 Ramps and Smokey Point Boulevard intersections were measured in the simulation model. The queuing results are summarized in Table 3. 4 Table 3. Existing PM Peak Hour 95th Percentile Queuing Summary 95th Percentile Intersection Approach Lane Group Storage Queue Length1 (ft) (ft) I-5 SB Ramps & 172nd St NE EB T 550 325 EB R 350 0 WB T 875 675 WB R 775 675 SB L 1,500 475 SB R 350 550 I-5 NB Ramps & 172nd St NE EB T 875 550 EB L 600 550 WB T 950 475 WB R 250 525 NB L 1,675 1,100 NB R 1,675 1,050 Smokey Point Blvd & 172nd St NE EB L 825 650 EB T 1,075 650 EB R 97 650 WB L 350 500 WB T 2,475 500 WB R 250 500 NB L 600 500 NB T 750 500 NB R 125 500 SB L 150 375 SB T 725 375 SB R 150 375 Note: T = through, R = Right, L = Left. Results reported in Bold text indicate the 95th percentile queuing exceeds available storage. 1. Queue Length rounded to nearest 25 feet. As shown in Table 3, a number of queues currently exceed the available storage including the southbound right at the SB ramps and the westbound right at the NB ramps. A number of queues exceed available storage at the Smokey Point Boulevard/172nd Street NE intersection. Future Scenarios Operations The following section describes future baseline and alternative analysis scenarios used to identify forecast traffic operation impacts of the on-going long-term improvements and potential future needs of the network and traffic control. Simulation Model Scenarios As previously described, the analysis was completed to understand forecast operations under currently planned improvements and identify additional needed improvements needed to support planned land use and growth in the area. Operations were reviewed for the following two scenarios: â€¢ Baseline. Future (2040) conditions with the expanded roadway network and intersections anticipated as part of on-going long-term improvements by both the Cities of Arlington and 5 Marysville. This is used as the basis against which the alternative operation is evaluated against. â€¢ Improvements Alternative. Future (2040) conditions with additional intersection improvements recommended for the network to support the planned growth. The future 2040 baseline network was developed based on planned improvements in the area and coordinated in advance with City staff. The improvement alternative network was developed considering the operational results of the baseline network and needed improvements in order to support planned growth. The general roadway network is shown on Figure 3 and shows the extents of the planned 174th Place NE and 169th Street NE/168th Street NE roadways. Figure 3 Future Roadway Network The baseline network assumed 172nd Street NE would have a 5-lane cross section with two travel lanes in each direction and a center two-way left-turn lane. Channelization along 174th Place NE and 169th Street NE/168th Street NE were assumed to be a 3-lane cross section with one travel lane in each direction with a center two-way left-turn lane. A number of intersection improvements are planned and include roundabouts at the intersections with 172nd Street NE at 43rd Avenue NE, 51st Avenue NE, 59th Avenue NE, and 67th Avenue NE. The baseline channelization is provided in Attachment C. Operations under the assumed baseline network indicated significant congestion and gridlock throughout much of the future network. In order to alleviate the congestion capacity was incrementally added to the network until the gridlock was dissipated. Changes to the baseline network included a single-point urban interchange (SPUI) in place of the two signals at the northbound and southbound ramps and additional eastbound and westbound left-turn lanes resulting in dual eastbound/westbound left-turn lanes at the Smokey Point Boulevard/172nd Street NE intersection. Additional capacity was also added to the proposed roundabouts along 172nd Street NE. The intersections incorporated with channelization change between future scenarios are summarized in Table 4. The improved alternative channelization is provided in Attachment C. 6 Table 4. Future Network Intersection Channelization Future Baseline Future Improvements Traffic Traffic Intersection Control Channelization Control Channelization 3-lane sections NB with left-turn 3-lane sections NB with left-turn pocket, pocket, 3-lane sections SB/EB with 3-lane sections SB/EB with left-turn and 27th Ave NE & 172nd St NE Signal left-turn and right-turn pockets and 5- Signal right-turn pockets and 5-lane section lane section WB with right-turn and WB with right-turn lane extended to left-turn pockets SPUI and left-turn pocket 3-lane section WB with right-turn lane to loop ramp, 3-lane section SB with I-5 SB Ramps & 172nd St NE Signal slip right-turn lane and left-turn 5-lane section EB with 2 left-turn lanes pocket, and 3-lane section with slip and slip right-turn lane, 4-lane section right-turn lane NB with 2 left-turn lanes and 2 slip right- Signal turn added lanes, 6-lane section WB 3-lane section EB with left-turn with 2 left-turn lanes and 2 slip right-turn pocket, 3- lane section NB with left- lanes, 3-lane section SB with 2 left-turn I-5 NB Ramps & 172nd St NE Signal turn pocket and free slip right-turn lanes and free slip right-turn lane lane, 4-lane section WB with slip right- turn lane 1-lane RIRO TWSC South Access and 1- lane RIRO TWSC North and South Smokey Point Dr & 172nd St NE TWSC Half Signal 2-lane Half Signal Controlled North Access Access 4-lane sections EB/SB with right-turn 5-lane sections EB/SB with right-turn and left-turn lanes, 5-lane sections and double left-turn lanes, 5-lane Smokey Point Blvd & 172nd St NE Signal Signal NB/WB with right-turn and left-turn sections NB/WB with right-turn and left- pockets turn pockets 1-lane RAB with 2-lane EB/WB/NB, 1- 43rd Ave NE & 172nd St NE RAB lane SB (partially 2-lane circulating RAB 2-lane RAB E/W) 1-lane RAB with 2-lane EB/WB/NB, 1- 51st Ave NE & 172nd St NE RAB lane SB (partially 2-lane circulating RAB 2-lane RAB E/W) 1-lane RAB with 2-lane EB/WB/SB, 1- 1-lane RAB with 2-lane EB/NB/WB, 2- 59th Ave NE & 172nd St NE RAB lane NB (partially 2-lane circulating RAB lane SB with a slip right turn lane E/W) (partially 2-lane circulating E/W) 2-lane RAB with 2-lane EB/WB/SB, 3- 2-lane RAB with 2-lane EB/WB/SB, 2- 63rd Ave NE & 172nd St NE RAB RAB lane NB with a slip right turn lane lane NB with a slip right turn lane 1-lane RAB with 2-lane EB/WB, 1- 2-lane RAB with 2-lane WB/NB/SB, 3- 67th Ave NE & 172nd St NE RAB RAB lane NB/SB lane EB with a slip right turn lane 3-lane sections NB/SB with left-turn 3-lane sections NB/SB with left-turn Smokey Point Blvd & 169th St NE Signal pocket and 2-lane sections EB/WB Signal pocket and 3-lane sections EB/WB with with left-turn pockets left-turn pockets and right-turn pockets Note: Channelization reported in red text indicates the channelization changes from future baseline condition. As shown in Table 4, additional capacity was added to the proposed corridor improvements alternative with the network channelization change from future baseline scenario. The major changes include: â€¢ Adopting a single-point urban interchange in place of the two signals at the I-5 Ramps/172nd Street NE intersection with additional eastbound, westbound and northbound lanes to introduce more capacity for the eastbound left, westbound left, and northbound right-turning movements â€¢ A half signal was included at the Smokey Point Drive/172nd Street NE intersection in place of side-street stop control â€¢ Additional eastbound and westbound left-turn lanes at the Smokey Point Boulevard/172nd Street NE intersection â€¢ Two-lane roundabout configuration along most of the roundabout intersections along 172nd Street NE corridor with the exception of 59th Avenue NE/172nd Street NE intersection. 7 The detailed change between improved corridor alternative and baseline channelization is provided in Attachment B. Based on the gridlock observed in the baseline network reportable results were not feasible. The following sections focus on the results with the additional network modifications noted above and compared to existing conditions a basis for comparison. Consideration was given to roundabouts at the interchange intersections and the Smokey Point Boulevard/172nd Street NE intersection. A roundabout at the Smokey Point Boulevard/172nd Street NE intersection would require 3 circulating lanes and would have potentially require significant right-of-way (ROW) take on all four corners. A roundabout could be reviewed as part of the design study as one of the alternatives. Similarly, roundabouts could be considered as alternatives in the design study. Corridor Travel Time A summary of the VISSIM travel time is provided below. Table 5 provides a comparison summary of corridor travel time for the future corridor improvements Alternative weekday PM peak hour. Table 5. Existing and Future with Improvements Alternative PM Peak Hour Corridor Travel Time Summary Travel Time1 With Corridor Corridor Direction Distance (miles) Existing Improvements 172nd St NE Corridor (27th Ave to 67th Ave) EB 2.45 442 425 172nd St NE Corridor (27th Ave to 67th Ave) WB 2.45 470 441 172nd St NE (27th Ave to Smokey Point Blvd) EB 0.50 128 129 172nd St NE (27th Ave to Smokey Point Blvd) WB 0.50 145 140 Smokey Point Blvd (169th St to 174th St) NB 0.33 95 106 Smokey Point Blvd (169th St to 174th St) SB 0.33 113 135 1. Corridor travel time in seconds based on VISSIM results. As shown in Table 5, with the improvements include in the model the forecast travel times are anticipated to be similar to the existing travel times. Overall, the travel time between 27th Avenue NE and 67th Avenue NE is approximately 425 seconds or 7 minutes in the eastbound direction and 441 or 7.4 minutes in the westbound direction with 18 seconds and 29 seconds decrease from the existing condition, respectively. Additionally, the segments along 172nd Street NE near the interchange (27th Avenue NE to Smokey Point Boulevard) represent approximately 2.2 minutes and 2.3 minutes of the corridor travel time in the eastbound and westbound directions, with an increase of approximately 1 second in the eastbound direction and a decrease of 5 seconds in the westbound direction compared to existing conditions, respectively. With the consideration of future background traffic increase and channelization change, the future with corridor improvements alternative provides the improvement needed to resolve the future baseline gridlock situation and in some cases operations are anticipated to be similar to existing conditions from a corridor travel time perspective. Study Intersection Delay Summary Intersection delays were measured for study intersections in the simulation model. A comparison summary of the VISSIM intersection delay is provided in below Table 6. 8 Table 6. Existing and Future with Improvements Alternative PM Peak Hour Intersection Delay 2021 Existing With Corridor Improvements Traffic Traffic Intersection Control Delay1 LOS2 Control Delay LOS 27th Ave NE & 172nd St NE Signal 42 D Signal 42 D I-5 SB Ramps & 172nd St NE Signal 18 B Signal 46 D I-5 NB Ramps & 172nd St NE Signal 27 C Smokey Point Blvd & 172nd St NE Signal 57 E Signal 49 D 40th Ave NE & 172nd St NE TWSC 2 A Signal 17 B 43rd Ave NE & 172nd St NE Signal 24 C RAB 6 A 51st Ave NE & 172nd St NE Signal 25 C RAB 13 B 59th Ave NE & 172nd St NE Signal 25 C RAB 32 C 67th Ave NE & 172nd St NE Signal 48 D RAB 12 B Smokey Point Blvd & 174th St NE Signal 6 A Signal 21 C Smokey Point Blvd & 169th St NE Signal 19 B Signal 30 C 1. Average delay in seconds per vehicle. 2. Level of service, based on VISSIM delay results and Highway Capacity Manual, 6th Edition. As shown in Table 6, based on the VISSIM results, all of the study intersections are anticipated to operate at LOS D or better with the improvements included. Under forecast 2040 conditions the Smokey Point Boulevard/172nd Street NE intersection is anticipated to operate better than the existing condition with a decrease of 7 seconds delay, which leads to a change from previously LOS E to LOS D. Similarly, the 67th Avenue NE/172nd Street NE intersection is estimated to operate better under future with improvements alternative, which leads to a change from previously LOS D to LOS B. Queuing Queuing at the I-5 ramps and Smokey Point Blvd were measured in the simulation model. The queuing results are summarized in Table 7. 9 Table 7. Existing & Future with Corridor Improvements Alternative PM Peak Hour 95th Percentile Queuing Summary 95th Percentile Queue Storage (ft) Length1 (ft) Lane With Corridor Existing/Improvements Existing Intersection Approach Group Improvements Delta I-5 Ramps & 172nd St NE NB L 1,700/1,700 1,100 800 -300 NB R 1,700/1,700 1,050 550 -500 SB L 1,450/1,450 475 275 -200 SB R 350/350 550 25 -525 Smokey Point Blvd & 172nd St NE EB L 825/1,425 650 425 -225 EB T 1,075/1,425 650 425 -225 EB R 100/325 650 425 -225 WB L 350/350 500 500 0 WB T 2,475/1,425 500 500 0 WB R 250/300 500 500 0 NB L 600/600 500 500 0 NB T 750/750 500 500 0 NB R 125/125 500 500 0 SB L 150/150 375 650 275 SB T 725/725 375 650 275 SB R 150/150 375 650 275 Note: T = through, R = Right, L = Left. Results reported in Bold text indicate the with corridor improvements 95th percentile queuing exceeds existing queues. 1. Queue Length rounded to nearest 25 feet. As shown in Table 7, the forecast alternative is anticipated to reduce queues or leave queues unchanged from the existing condition with the exception of a few movements at Smoky Point Boulevard southbound approach, which is anticipated to increase 275 feet or 11 vehicles for all movements. The queues at the I-5 ramps/172nd Street NE interchange are reduced with the corridor improvements alternative and not forecast to exceed the provided storage length; however, the required storage capacity would be defined as part of the interchange design process. In general, no queues are anticipated to exceed the available storage at the I-5 ramps/172nd Street NE interchange, while a number of queues exceed available storage at the Smokey Point Boulevard/172nd Street NE intersection. Improvement Summary The results of the analysis indicate significant capacity improvements are needed in order to support the planned growth in the area. Summaries of the analysis include: â€¢ The currently planned improvements are not sufficient to accommodate the future growth in the area. The analysis indicated severe congestion and gridlock along the 172nd Street NE corridor. â€¢ Additional improvements to the network included a single-point urban interchange (SPUI) in place of the two signals at the northbound and southbound ramps, a half signal at Smokey Point Drive, additional eastbound and westbound left-turn lanes resulting in dual eastbound/westbound left-turn lanes at the Smokey Point Boulevard/172nd Street NE intersection. Additional capacity was also added to the proposed roundabouts along 172nd Street NE. 10 â€¢ With the additional capacity improvements along the corridor, corridor travel times are anticipated to be at the similar level with the existing condition with a minor increase less than 10 seconds along the 172nd Street NE corridor between 27th Avenue NE and 67th Avenue NE. â€¢ All of the study intersections are anticipated to operate at LOS D or better with the additional capacity improvements. Additionally, the Smokey Point Boulevard/172nd Street NE intersection and 67th Avenue NE/172nd Street NE intersection indicate a better operation condition than over existing conditions. â€¢ With the additional capacity alternative, no cumulative queues are anticipated to exceed the available storage at the I-5 ramps/172nd Street NE interchange, while a number of queues exceed available storage at the Smokey Point Boulevard/172nd Street NE intersection similar to the existing condition. â€¢ The alternative inclusive of additional improvements is anticipated to provide the capacity needed to support anticipated growth in the area. Operations with the additional improvements are anticipated to result in improved corridor travel times over the baseline condition and in some cases similar to existing conditions. 11 Attachment A: Weekday PM Peak Volume Graphics 10 12 174TH ST NE 1 2 3 5 6 7 172ND ST NE 51ST AVE NE 59TH AVE NE 67TH AVE NE 8 9 11 169TH ST NE 16 27TH AVE NE 40TH AVE NE 43RD AVE NE Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS SMOKEY POINT BLVD 27th Ave NE I-5 SB Ramps I-5 NB Ramps Smokey Point Blvd 40th Ave NE 43rd Ave NE 51st Ave NE 1 172nd St NE 2 172nd St NE 3 172nd St NE 5 172nd St NE 6 172nd St NE 7 172nd St NE 8 172nd St NE 85 245 5 55 55 280 315 340 340 165 15 5 80 50 60 20 30 280 520 305 670 405 115 20 20 35 30 400 855 850 1,555 890 1,405 815 920 1,035 1,145 795 955 805 895 125 735 385 325 185 80 35 145 175 80 225 555 665 1,090 560 240 105 30 255 210 155 80 130 455 10 60 59th Ave NE 67th Ave NE Smokey Point Blvd Smokey Point Blvd 9 172nd St NE 11 172nd St NE 12 174th St NE 16 169th St NE 5 225 620 975 465 90 155 110 50 0 85 25 195 35 230 50 65 5 315 20 LEGEND 725 550 515 350 0 0 0 0 15 10 115 50 105 5 125 5 X Study Intersection Weekday PM Peak 35 10 55 90 135 20 140 5 X Hour Traffic Volumes 0 195 815 1,100 Existing 2021 Weekday PM Peak Hour Volume ATTACHMENT Project Roxy Simulation Analysis A-1 Oct 13, 2021 - 2:43pm siqih M:\21\1.21070.00 - Project RoxySimulation Analysis\Graphics\DWG\Graphics_21070.dwg Layout: Existing Vol 12 13 14 173RD ST NE 15 1 2 3 4 5 6 7 51ST AVE NE 59TH AVE NE 63RD AVE NE 67TH AVE NE 172ND ST NE 8 9 10 11 16 17 18 169TH ST NE 27TH AVE NE 19 20 Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS 27th Ave NE I-5 SB Ramps I-5 NB Ramps Smokey Point Dr Smokey Point Blvd Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS 40th Ave NE 1 172nd St NE 2 172nd St NE 3 172nd St NE 4 172nd St NE 5 172nd St NE 6 172nd St NE 85 420 20 55 380 440 305 335 460 145 60 80 LEGEND 70 30 355 780 390 745 50 550 60 100 45 X Study Intersection 630 1,200 1,105 1,795 1,020 1,855 1,640 2,265 785 1,275 980 1,335 215 680 480 415 270 195 85 55 Weekday PM Peak X Hour Traffic Volumes 275 575 715 1,035 35 510 235 100 40 130 595 30 43rd Ave NE 51st Ave NE 59th Ave NE 63rd Ave NE 67th Ave NE Smokey Point Blvd 40th Ave NE 7 172nd St NE 8 172nd St NE 9 172nd St NE 10 172nd St NE 11 172nd St NE 12 174th St NE 13 173rd St NE 30 280 175 10 310 770 75 125 200 85 250 635 50 310 345 90 260 75 40 5 45 20 35 240 45 125 350 40 165 60 390 60 80 40 20 165 680 960 795 1,020 760 515 970 420 1,050 605 55 220 20 10 95 215 305 105 20 210 5 290 375 75 160 50 40 45 350 265 310 125 60 310 35 500 75 295 225 40 10 50 40 315 160 5 175 905 115 43rd Ave NE 51st Ave NE Smokey Point Blvd 40th Ave NE 43rd Ave NE 51st Ave NE 59th Ave NE 14 173rd St NE 15 173rd St NE 16 169th St NE 17 169th St NE 18 169th St NE 19 168th St NE 20 168th St NE 250 550 1,100 150 220 25 30 100 85 25 115 45 125 185 225 80 210 0 10 90 20 315 60 60 110 25 95 185 180 230 15 35 125 190 110 415 240 435 240 365 170 295 220 70 35 65 250 190 30 295 85 160 70 20 135 225 230 90 160 180 60 225 350 1,185 110 290 Future 2040 Baseline Weekday PM Peak Hour Volume ATTACHMENT Project Roxy Simulation Analysis A-2 Oct 13, 2021 - 2:45pm siqih M:\21\1.21070.00 - Project RoxySimulation Analysis\Graphics\DWG\Graphics_21070.dwg Layout: Baseline Vol 12 13 14 173RD ST NE 15 1 3 4 5 6 7 51ST AVE NE 59TH AVE NE 63RD AVE NE 67TH AVE NE 172ND ST NE 8 9 10 11 16 17 18 169TH ST NE 27TH AVE NE 19 20 Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS 27th Ave NE I-5 Ramps Smokey Point Dr Smokey Point Blvd Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS 40th Ave NE 1 172nd St NE 3 172nd St NE 4 172nd St NE 5 172nd St NE 6 172nd St NE 85 420 20 55 380 440 305 335 460 145 60 80 LEGEND 70 30 355 390 745 50 550 60 100 45 X Study Intersection 630 1,200 1,105 1,855 1,640 2,265 785 1,275 980 1,335 215 680 480 780 415 270 195 85 55 X Weekday PM Peak Hour Traffic Volumes 275 575 715 1,035 35 510 235 100 40 130 595 30 43rd Ave NE 51st Ave NE 59th Ave NE 63rd Ave NE 67th Ave NE Smokey Point Blvd 40th Ave NE 7 172nd St NE 8 172nd St NE 9 172nd St NE 10 172nd St NE 11 172nd St NE 12 174th St NE 13 173rd St NE 30 280 175 10 310 770 75 125 200 85 250 635 50 310 345 90 260 75 40 5 45 20 35 240 45 125 350 40 165 60 390 60 80 40 20 165 680 960 795 1,020 760 515 970 420 1,050 605 55 220 20 10 95 215 305 105 20 210 5 290 375 75 160 50 40 45 350 265 310 125 60 310 35 500 75 295 225 40 10 50 40 315 160 5 175 905 115 43rd Ave NE 51st Ave NE Smokey Point Blvd 40th Ave NE 43rd Ave NE 51st Ave NE 59th Ave NE 14 173rd St NE 15 173rd St NE 16 169th St NE 17 169th St NE 18 169th St NE 19 168th St NE 20 168th St NE 250 550 1,100 150 220 25 30 100 85 25 115 45 125 185 225 80 210 0 10 90 20 315 60 60 110 25 95 185 180 230 15 35 125 190 110 415 240 435 240 365 170 295 220 70 35 65 250 190 30 295 85 160 70 20 135 225 230 90 160 180 60 225 350 1,185 110 290 Future 2040 SPUI Alternative Weekday PM Peak Hour Volume ATTACHMENT Project Roxy Simulation Analysis A-3 Oct 13, 2021 - 2:46pm siqih M:\21\1.21070.00 - Project RoxySimulation Analysis\Graphics\DWG\Graphics_21070.dwg Layout: SPUI Vol Attachment B: Network Channelization 11 12 174TH ST NE 1 2 3 5 6 7 172ND ST NE 51ST AVE NE 59TH AVE NE 67TH AVE NE 8 9 11 169TH ST NE 16 27TH AVE NE 40TH AVE NE 43RD AVE NE Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS SMOKEY POINT BLVD 27th Ave NE I-5 SB Ramps I-5 NB Ramps Smokey Point Blvd 40th Ave NE 43rd Ave NE 51st Ave NE 59th Ave NE 19 172nd St NE 29 172nd St NE 39 172nd St NE 5 172nd St NE 6 172nd St NE 74 172nd St NE 84 172nd St NE 94 172nd St NE 67th Ave NE Smokey Point Blvd Smokey Point Blvd 114 172nd St NE 129 174th St NE 169 169th St NE LEGEND X Study Intersection Traffic Signal Stop Sign Roundabout Existing Network Channelization ATTACHMENT Project Roxy Simulation Analysis B-1 Oct 13, 2021 - 2:51pm siqih M:\21\1.21070.00 - Project RoxySimulation Analysis\Graphics\DWG\Graphics_21070.dwg Layout: Existing Chan 12 13 14 173RD ST NE 15 27TH AVE NE 1 2 3 4 5 6 7 51ST AVE NE 59TH AVE NE 63RD AVE NE 67TH AVE NE 172ND ST NE 8 9 10 11 16 17 18 169TH ST NE 19 20 LEGEND Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS 27th Ave NE I-5 SB Ramps I-5 NB Ramps Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS Smokey Point Dr X Study Intersection 19 172nd St NE 29 172nd St NE 39 172nd St NE 4 172nd St NE 40TH AVE NE 43RD AVE NE Traffic Signal Stop Sign SMOKEY POINT BLVD Roundabout Difference Compared with Existing Condition Smokey Point Blvd 40th Ave NE 43rd Ave NE 51st Ave NE 59th Ave NE 63rd Ave NE 67th Ave NE Smokey Point Blvd 5 172nd St NE 6 172nd St NE 74 172nd St NE 84 172nd St NE 94 172nd St NE 104 172nd St NE 114 172nd St NE 129 174th St NE 40th Ave NE 43rd Ave NE 51st Ave NE Smokey Point Blvd 40th Ave NE 43rd Ave NE 51st Ave NE 59th Ave NE 1394 173rd St NE 1494 173rd St NE 1594 173rd St NE 169 169th St NE 174 169th St NE 184 169th St NE 194 168th St NE 204 168th St NE Future 2040 Baseline Network Channelization ATTACHMENT Project Roxy Simulation Analysis B-2 Oct 13, 2021 - 2:57pm siqih M:\21\1.21070.00 - Project RoxySimulation Analysis\Graphics\DWG\Graphics_21070.dwg Layout: Baseline Chan Comparison 12 13 14 173RD ST NE 15 27TH AVE NE 1 3 4 5 6 7 51ST AVE NE 59TH AVE NE 63RD AVE NE 67TH AVE NE 172ND ST NE 8 9 10 11 16 17 18 169TH ST NE 19 20 LEGEND Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS 27th Ave NE I-5 Ramps Â© 2021 Microsoft Corporation Â© 2021 Maxar Â©CNES (2021) Distribution Airbus DS Smokey Point Dr X Study Intersection 19 172nd St NE 39 172nd St NE 44 172nd St NE 40TH AVE NE 43RD AVE NE Traffic Signal Stop Sign SMOKEY POINT BLVD Roundabout Difference Compared with Future Baseline Condition Smokey Point Blvd 40th Ave NE 43rd Ave NE 51st Ave NE 59th Ave NE 63rd Ave NE 67th Ave NE Smokey Point Blvd 5 172nd St NE 6 172nd St NE 74 172nd St NE 84 172nd St NE 94 172nd St NE 104 172nd St NE 114 172nd St NE 129 174th St NE 40th Ave NE 43rd Ave NE 51st Ave NE Smokey Point Blvd 40th Ave NE 43rd Ave NE 51st Ave NE 59th Ave NE 139 173rd St NE 149 173rd St NE 159 173rd St NE 169 169th St NE 17 169th St NE 18 169th St NE 194 168th St NE 204 168th St NE Future 2040 SPUI Alternative Network Channelization ATTACHMENT Project Roxy Simulation Analysis B-3 Oct 13, 2021 - 3:00pm siqih M:\21\1.21070.00 - Project RoxySimulation Analysis\Graphics\DWG\Graphics_21070.dwg Layout: SPUI Chan Attachment C: Model Calibration Documentation 12 MEMORANDUM Date: September 14, 2021 TG: 1.21070.00 To: Nova Heaton, City of Arlington From: Michael Swenson, Jessica Lambert, Brent Turley, Transpo Group cc: Jeff Schramm, TENW Subject: 172nd Street Corridor Simulation - VISSIM Existing Model Development This memorandum documents the development of the VISSIM existing model for the 172nd Street NE (SR 531) corridor and adjacent intersections, and assessment of the modelâ€™s validity (calibration). Existing Model Development The following sections describe how the VISSIM simulation model of the 172nd Street NE corridor was developed. Four steps were performed to complete a calibrated microsimulation model. The steps include: 1) Scope and extents of the model, 2) The collection of fields observed traffic data, 3) Constructing the model within the simulation software program (VISSIM), 4) Checking for errors within simulation model, and 5) Model Calibration. Analysis Scope The study area is based on analysis previously completed in the area and consists of intersections primarily located along 172nd Street NE between 27th Avenue NE and 67th Avenue NE for the existing conditions. The existing conditions will be analyzed for the peak one hour during the AM peak period and PM peak period. The intersections included within the existing model include: â€¢ 27th Avenue NE/172nd Street NE â€¢ 51st Avenue NE/172nd Street NE â€¢ I-5 SB Ramp/172nd Street NE â€¢ 59th Avenue NE/172nd Street NE â€¢ I-5 NB Ramp/172nd Street NE â€¢ 67th Avenue NE/172nd Street NE â€¢ Smokey Point Blvd/172nd Street NE â€¢ Smokey Point Blvd/174th Street NE â€¢ 40th Avenue NE/172nd Street NE â€¢ Smokey Point Blvd/169th Street NE â€¢ 43rd Avenue NE/172nd Street NE Data Collection For the development of this VISSIM model, previous vehicle turning movement counts from 2016- 2021 were utilized, post speed limit and roadway geometry were collected for the most recent weekday AM and PM peak periods. Signal timing settings in place were also received from City and WSDOT. Base Model Development The VISSIM model network was developed to match the existing 2021 conditions through a review of field conditions and the model calibration process. The model development includes alignment of roadways to the map of the corridor, verification of intersection channelization, input of traffic volumes and routes with proper driving behavior and modelling existing traffic signal controller settings currently implemented. The modelled roadway network is shown in Figure1. 12131 113th Avenue NE, Suite 203, Kirkland, WA 98034 | 425.821.3665 | Figure 1. Modeled Roadway Network Error Checking The error checking is a process that includes a review of the model coding as well as the animation. Error checking focuses on anomalies with respect to signal operations, odd vehicle waving behavior, or links where less traffic is generated in the model then anticipated based on demand inputs. While most of the sample simulation runs did not generate an error file, 2 runs for AM scenario contained warning listed below: â€¢ Simulation second 3526.0: After 200.0 seconds of waiting for lane change the vehicle 5935 (on Static Vehicle Route 54 - 1: Left) was removed from link 52 at position 28.9. â€¢ Simulation second 1632.6: Vehicle 2195 (on Static Vehicle Route 11 - 3: 4_Right) arrived at the end of link 49 without having found the next link (10177) of its route. 2 runs for PM scenario contained warning listed below: â€¢ Simulation second 1667.6: Vehicle 4685 (on Static Vehicle Route 57 - 1: Left) arrived at the end of link 51 without having found the next link (10211) of its route. â€¢ Simulation second 4156.4: Vehicle 12126 (on Static Vehicle Route 13 - 4: 4_Right) arrived at the end of link 44 without having found the next link (10187) of its route. â€¢ Simulation second 3513.8: Vehicle 10361 (on Static Vehicle Route 27 - 2: Right) arrived at the end of link 46 without having found the next link (10199) of its route. These errors (warnings) are considered as minor and marginal. The errors only impact a total of 2 vehicles in the AM scenario and a total of 3 vehicles in the PM scenario and occur in only two of the eleven simulation runs. As a result, this error has a negligible impact on overall simulated traffic operations when compared to the thousands of vehicles travelling through the simulated network across the eleven model runs. The average results of the model are not anticipated to be influenced by this negligible error. Model Calibration A calibrated simulation model helps to ensure that the results of the simulated conditions, such as constructing a new turn lane at intersection or updating signal timing settings, are reasonable and valid. The validity of the model is determined by comparing modeled behavior to observed existing conditions and comparing any differences to acceptable criteria. The calibration procedures and criteria applied are based on industry standards. Model calibration determines whether the software program settings for the transportation network simulated by the program are correctly applied, reasonably assigns traffic, and replicates congested speeds/travel times throughout the corridor. The steps to calibrate the model followed 2 WSDOT guidelines. Consistent with available data along the 172nd Street NE corridor, this approach compares modelled travel time to INRIX average field travel time from 1/5/2021 to 6/24/2021. Travel Time The method used to collect field measured travel time data should be considered when trying to replicate travel time in the model. Travel time in the model for local roadways with interrupted flow can be allowed for variation when compared to the observed real-world travel time data. The calibration threshold was selected using information provided in the Highway Capacity Manual. As outlined in the WSDOT guidelines, the allowable travel time variation for interrupted flow is as follows: 1 âˆ† 1 0.1 5280 3600 âˆ† = Allowable travel time variation (+/- seconds) = Field-observed travel time (seconds) = Length (feet) = Free flow speed of posted speed The comparison of the INRIX field travel time to the calibrated VISSIM outputs for the 172nd Street NE corridor model is provided in Table 1. Table 1. 172nd Street NE Corridor Travel Time Calibration Results Speed INRIX DATA1 VISSIM Model Output Calibration Test From To Distance Limit Travel Time Travel Time Difference Allowable Variation Results (mi) (mph) (sec) (sec) (sec) (sec) AM Peak Hour EB 27th Ave NE 67th Ave NE 2.45 35 360 311 49 60 PASS WB 67th Ave NE 27th Ave NE 2.45 35 347 322 25 55 PASS PM Peak Hour EB 27th Ave NE 67th Ave NE 2.45 35 498 442 56 123 PASS WB 67th Ave NE 27th Ave NE 2.45 35 432 470 38 89 PASS 1. Based on Inrix average travel time data collected from 1/5/2021 to 6/24/2021 As shown above in Table 1, all travel time measured corridor simulated within the simulation model fall within the calibration targe of being within the allowable variation for both AM and PM peak hour models. As a result, this model is calibrated for travel time along the 172nd Street NE corridor. Throughput Volumes Additionally, modelled traffic volumes to existing 2021 conditions has been compared for calibration assessment. As outlined in the WSDOT guidelines, the GEH statistic is a value calculated to access how well simulated and observed traffic volumes match. The formula for GEH is as follows: 3 2 = Output traffic volumes from the simulation model = Field-observed traffic volumes WSDOT guidelines indicates that GEH of 3 or less is acceptable for all roadways. The comparison of the field volumes to the calibrated VISSIM outputs for the 172nd Street NE corridor model is briefly provided in Table 2. Table 2. Throughput Volume Calibration Results 2021 Volumes Average Model Volume2 ID Intersection (vph1) (vph) GEH Calibration Test AM Peak Hour 1 27th Ave NE/172nd St NE 1,786 1,764 0.52 PASS 2 I-5 SB Ramp/172nd St NE 2,660 2,596 1.25 PASS 3 I-5 NB Ramp/172nd Str NE 3,100 3,063 0.67 PASS 5 Smokey Point Blvd/172nd St NE 3,064 2,988 1.38 PASS 8 40th Ave NE/172nd St NE 1,486 1,461 0.65 PASS 10 43rd Ave NE/172nd St NE 1,585 1,580 0.13 PASS 11 51st Ave NE/172nd St NE 1,702 1,677 0.61 PASS 12 59th Ave NE/172nd St NE 1,598 1,539 1.49 PASS 14 67th Ave NE/172nd Str NE 1,386 1,378 0.22 PASS 15 Smokey Point Blvd/174th St NE 977 986 0.29 PASS 20 Smokey Point Blvd/169th St NE 1,385 1,383 0.05 PASS PM Peak Hour 1 27th Ave NE/172nd St NE 3,755 3,729 0.43 PASS 2 I-5 SB Ramp/172nd St NE 3,965 3,916 0.78 PASS 3 I-5 NB Ramp/172nd Str NE 5,025 4,946 1.12 PASS 5 Smokey Point Blvd/172nd St NE 4,830 4,824 0.09 PASS 8 40th Ave NE/172nd St NE 2,395 2,372 0.47 PASS 10 43rd Ave NE/172nd St NE 2,490 2,542 1.04 PASS 11 51st Ave NE/172nd St NE 2,500 2,527 0.54 PASS 12 59th Ave NE/172nd St NE 2,135 2,133 0.04 PASS 13 67th Ave NE/172nd Str NE 2,140 2,105 0.76 PASS 15 Smokey Point Blvd/174th St NE 1,820 1,856 0.84 PASS 20 Smokey Point Blvd/169th St NE 2,795 2,746 0.93 PASS 1. vph = vehicles per hour 2. Average model data based on 11 simulation runs. As shown above in Table 2, all study intersections simulated within the simulation model fall within the calibration target of being within a GEH of 3 for both AM and PM peak hour models. As a result, this model is calibrated for traffic volumes along the corridor. 4 Roundabout Project Roxy Site Development Jan 2021 AHBL #2200283.10 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department 18204 59th Avenue NE City of Arlington ï¬ ï¬ Arlington WA 98223 ï¬ (360) 403-3551 This form is to be completed and submitted with Type I , Type II Type III Construction Permit Application. 1) Based on permit type requested (Type I, Type II or Type III), complete the form as follows: ï¬ Type I permits complete all sections. ï¬ Type II permits complete as follows: - Grading Only - Complete Temporary Erosion and Sediment Control (TESC). - Stormwater Drainage Only - Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private ï¬ Type III permits complete the Temporary Erosion and Sediment Control (TESC). 2) The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. 3) Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should be completed. 4) The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. 5) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost. There are a few unit prices that are blank, please complete them accordingly. 6) Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. PROJECT COSTS PUBLIC TOTAL PRIVATE TOTAL TOTAL PROJECT COST $ 846,388.13 $ - $ 846,388.13 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ - GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ - An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance. The Assurance Device shall be 150% of the Construction Calculation Worksheet which are as follows: ï¬ Road and Alley (Public) ï¬ Stormwater Drainage and Grading (Public) ï¬ Utilities (Public) ï¬ Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 846,388.13 PERFORMANCE DEVICE 150% Amount Due $ 1,269,582.19 Base Calculation of Maintenance Device $ 819,705.63 MAINTENANCE DEVICE 20% Amount Due $ 163,941.13 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 8 $ 284.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF 1931 $ 3,862.00 BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE $ - BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH $ - BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR 50 $ 4,200.00 Water truck, dust control $ 130.00 HR 100 $ 13,000.00 BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 21,346.00 MOBILIZATION 10%: $ 2,134.60 CONTINGENCY 15%: $ 3,201.90 TOTAL: $ 26,682.50 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Private Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) $ - Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH 13 $ 21,450.00 $ - CB Type IL $ 1,850.00 EACH 1 $ 1,850.00 $ - CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH $ - $ - Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF 220 $ 4,180.00 $ - Culvert, PVC, 12" $ 30.00 LF 627 $ 18,810.00 $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY 443 $ 5,316.00 $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - $ - Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - $ - Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBTOTAL: $ 51,606.00 $ - MOBILIZATION 10%: $ 5,160.60 $ - CONTINGENCY 15%: $ 7,740.90 $ - TOTAL: $ 64,507.50 $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Description Unit Price Unit Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - Backfill & Compaction- trench $ 11.00 CY $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - Bollards - fixed $ 325.00 EACH $ - Bollards - removable $ 600.00 EACH $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - Excavation - bulk $ 2.50 CY 8415 $ 21,037.50 Excavation - Trench $ 5.00 CY $ - Fencing, cedar, 6' high $ 25.00 LF $ - Fencing, chain link, 4' $ 19.50 LF $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - Fencing, chain link, gate, vinyl coated, 2 $ 1,563.00 EACH $ - Fencing, split rail, 3' high $ 14.00 LF $ - Fill & compact - common barrow $ 27.00 CY $ - Fill & compact - gravel base $ 30.00 CY $ - Fill & compact - screened topsoil $ 45.00 CY $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - Grading, fine, by hand $ 2.00 SY $ - Grading, fine, with grader $ 1.25 SY 7612 $ 9,515.00 Guard Post $ 90.00 EACH $ - Monuments $ 104.00 EACH $ - Sensitive Areas Sign $ 20.00 EACH $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - Topsoil Type A (imported) $ 30.00 CY 332 $ 9,960.00 Traffic control crew ( 2 flaggers ) $ 98.00 HR 500 $ 49,000.00 Trail, 4" chipped wood $ 9.00 SY $ - Trail, 4" crushed cinder $ 10.00 SY $ - Trail, 4" top course $ 9.50 SY $ - Wall, retaining, concrete $ 66.00 SF $ - Wall, rockery $ 13.00 SF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 89,512.50 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Description Unit Price Unit Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - AC Grinding, 4' wide machine 1000-2000$ 8.50 SY $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - AC Removal/Disposal/Repair $ 60.00 SY $ - Barricade, Type I $ 36.00 LF $ - Barricade Type II $ 25.00 LF $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - Conduit, 2" $ 5.00 LF $ - Curb & Gutter, rolled $ 20.00 LF 2878 $ 57,560.00 Curb & Gutter, vertical $ 15.00 LF $ - Curb and Gutter, demolition and disposa $ 20.00 LF $ - Curb, extruded asphalt $ 5.00 LF $ - Curb, extruded concrete $ 4.50 LF $ - Guard Rail $ 30.00 LF $ - Sawcut, asphalt, 3" depth $ 3.50 LF $ - Sawcut, concrete, per 1" depth $ 3.00 LF $ - Sealant, asphalt $ 2.00 LF $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - Sidewalk, 4" thick $ 40.00 SY 1378 $ 55,120.00 Sidewalk, 4" thick, demolition and dispos $ 36.00 SY $ - Sidewalk, 6" thick $ 45.00 SY $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY $ - Signs $ 1.00 LS 2000 $ 2,000.00 Sign, Handicap $ 100.00 EACH $ - Striping, per stall $ 7.50 EACH $ - Street Light System $ - LS $ - Traffic Signal $ - LS $ - Traffic Signal Modification $ - LS $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF 2156 $ 7,546.00 Striping, 4" reflectorized line $ 0.40 LF $ - AC Patching/Trenching Restoration $ 100.00 TON $ - Controlled Density Fill (CDF) $ 90.00 CY $ - WRITE-IN-ITEMS Striping, Thermoplastic Symbols $ 200.00 EACH 11 $ 2,200.00 Thermoplastic Striping $ 1.40 LF 2375 $ 3,325.00 $ - $ - Subtotal $ 127,751.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Description Unit Price Unit Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - Asphalt Road 3", First 2500 SY $ 15.00 SY $ - Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY $ - Asphalt Road 5", First 2500 SY $ 22.00 SY $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - Gravel Base Course 2" $ 7.50 SY $ - Gravel Base Course 4" $ 15.00 SY $ - Gravel Base Course 6" $ 22.50 SY 6280 $ 141,300.00 Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - Concrete Road, 5", no base, over 2500 S$ 22.00 SY $ - Concrete Road, 6", no base, over 2500 $ 32.00 SY 510 $ 16,320.00 Thickened Edge $ 11.00 LF $ - WRITE-IN-ITEMS Quarry Spalls $ 85.00 CY 84 $ 7,140.00 0.7 in Asphalt Road $ 35.00 SY 5725 $ 200,375.00 0.35 in Asphalt Road $ 17.00 SY 1280 $ 21,760.00 Subtotal $ 386,895.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Description Unit Price Unit Quantity Cost Blowoff $ 1,800.00 EACH $ - Connection to Existing Water Main $ 2,000.00 EACH $ - Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF $ - Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - Gate Valve, 6 inch Dia $ 250.00 EACH $ - Gate Valve, 8 Inch Dia $ 380.00 EACH $ - Gate Valve, 10 Inch Dia $ 425.00 EACH $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH $ - Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - Pressure Reducing Valve Assembly, 10 In. D $ 4,200.00 EACH $ - Pressure Reducing Valve Assembly, 12 In. D $ 5,000.00 EACH $ - Valve Marker Post $ 350.00 EACH $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Description Unit Price Unit Quantity Cost Connection to Existing Sewer Main $ - EACH $ - Clean Outs $ 500.00 EACH $ - Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - Lift Station (Entire System) $ - LS $ - Manhole, 48 Inch Dia $ 3,000.00 EACH $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - for additional depth over 4 feet/per fo $ 532.00 FEET $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - for additional depth over 4 feet/per fo $ 532.00 FEET $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - for additional depth over 4 feet/per fo $ 625.00 FEET $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - for additional depth over 4 feet/per foo $ 625.00 FEET $ - Outside Drop $ - LS $ - Inside Drop $ - LS $ - Pipe, C-900 $ 90.00 LF $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private D Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier $ 100.00 EACH $ - Median Landscaping $ 150,000.00 LS $ - Right-of-Way Landscaping $ 50,000.00 LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC SEWER, LANDSCAPING) SUBTOTAL $ 604,158.50 MOBILIZATION 10%: $ 60,415.85 CONTINGENCY 15%: $ 90,623.78 GRANDTOTAL: $ 755,198.13 Rev 7/2017 EXHIBIT A: PHASE 1 - 168TH DETOUR EXHIBIT B: PHASE 1 - WALMART ALTERNATE ROUTES EXHIBIT C: PHASE 2 - HERITAGE BANK ACCESS SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES KEEP MERGE WITH ROAD RIGHT LANE ROAD WORK TRAFFIC CLOSED AHEAD AHEAD RIGHT CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R ROAD PROTECTIVE VEHICLE (WORK VEHICLE) = R CLOSED â€ â€ 74+00 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK KEEP AHEAD RIGHT RIGHT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206) 838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 ROAD CLOSED 68+00 67+00 ROAD CLOSED 66+00 SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206) 838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROAD WORK XX FT ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 ROAD ROAD WORK WORK TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R XX FT AHEAD PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206) 838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. END DETOUR DETOUR ROAD CLOSED NO TURNS USE SMOKEY TO AT POINT BLVD THRU TRAFFIC 43RD AVE NE DETOUR 43RD AVE NE 172ND ST NE USE SMOKEY POINT BLVD/ 51ST AVE NE 172ND ST NE 43RD AVE NE DETOUR DETOUR 43RD AVE NE DETOUR 172ND ST NE NO TURNS DETOUR AT NO TURNS 43RD AVE NE AT 43RD AVE NE ROAD CLOSED TO USE SMOKEY 43RD AVE NE USE SMOKEY POINT BLVD THRU TRAFFIC DETOUR 172ND ST NE POINT BLVD/ END DETOUR DETOUR 51ST AVE NE ROAD CLOSED TO THRU TRAFFIC PHASE 1 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206)838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 1 Detour SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES ROAD LEFT LANE ROAD MERGE WITH WORK TRAFFIC CLOSED AHEAD AHEAD CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK AHEAD LEFT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206) 838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 68+00 67+00 ROAD RIGHT LANE WORK CLOSED AHEAD AHEAD RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD 66+00 CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206) 838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 KEEP RIGHT KEEP ROAD WORK AHEAD TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R RIGHT PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206) 838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. NO ACCESS ROAD CLOSED NO LEFT USE SMOKEY SOUTH OF TO TURN AT POINT BLVD 172ND ST NE THRU TRAFFIC 43RD AVE NE USE SMOKEY POINT BLVD/ 51ST AVE NE NO LEFT TURN AT NO LEFT 43RD AVE NE TURN AT 43RD AVE NE NO ACCESS USE SMOKEY SOUTH OF USE SMOKEY POINT BLVD 172ND ST NE POINT BLVD/ 51ST AVE NE ROAD CLOSED TO THRU TRAFFIC PHASE 2 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206)838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 2 Detour PUBLIC NOTICE Starting in February, a new roundabout at the intersection of 43rd Ave NE and 172nd St NE will begin. To facilitate the construction, the contractor will be closing the North and South bound access to 43rd Ave NE, directly adjacent to 172nd St NE. This closure will impact the neighborhood residents so a temporary bypass will be constructed to connect the north end of 43rd Ave NE to Airport Blvd. and will remain for the construction period. Access to Walmart will be through the newly constructed roadway (168th St NE). Access to 168th is south of 172nd St NE on 51st Ave and connects to 43rd Ave NE. The roundabout will be constructed in 2 phases. Phase 1 is scheduled from February to May 22nd and Phase 2 is scheduled to be completed by July 22nd at which time North and South bound access to 43rd adjacent to 172nd St NE will be accessible. Much of the construction will be weather dependent and could impact the schedule. Detour Maps Exhibit A: Phase 1 â€“ 168th Detour Exhibit B: Phase 1 â€“ Walmart Alternate Routes Exhibit C: Phase 2 â€“ Heritage Bank Access Please expect delays in this area. We appreciate your patience during this construction period and apologize in advance for any inconvenience this may cause. Should you have any questions or concerns, please contact the City of Arlington, at 360-403-3551 or ced@arlingtonwa.gov. EXHIBIT A: PHASE 1 - 168TH DETOUR EXHIBIT B: PHASE 1 - WALMART ALTERNATE ROUTES EXHIBIT C: PHASE 2 - HERITAGE BANK ACCESS SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES ROAD LEFT LANE ROAD MERGE WITH WORK TRAFFIC CLOSED AHEAD AHEAD CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ -1-00 0+00 1+00 7+00 ROAD WORK AHEAD LEFT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: DMA 01-19-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy BVL/CDW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 TACOMA, WA 98402 Office (425) 889-6747 (206) 838-3851 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. THALE@PANATTONI.COM 1 Phone: 425-250-0584 01-19-2022 TRAVIS HALE Phase 2 Project Roxy (BFI2) Arlington / 113924 COA Weekly Coordination Meeting Date / Time: 11/18/21, 8:30am Location: Virtual Call Name: Company: Name: Company: Nova Heaton City of Arlington Taylor Johnson Clark Construction Launa Peterson City of Arlington Charles Harris Clark Construction Marc Hayes City of Arlington Michael Ely Clark Construction Dustin Quattrocchi Panattoni Eric Olson Clark Construction Mark Carton Clark Construction Donald Pitt Clark Construction Matt Bloom Clark Construction Jim Odewald Panattoni Bart Brynestad AHBL Spencer Buescher Clark Construction Brian Grieves City of Arlington Elyse Stemmler AHBL 1) Priority Items a) COA received plans from WSDOT. Awaiting review from MH. WSDOT plans reflect 47.8â€™ acceleration/deceleration ROW, PAN/AHBL plan reflects 49â€™. AHBL to prepare mitigation agreement upon receipt of WSDOT plans. (10/14) WSDOT would like to change tapers on accel/decel lanes to be shorter. WSDOT agreed to create space for future bus stop (WSDOT prefers bus stop after the turn). AHBL to finalize/provide legal description for RAB. COA recommends moving forward with ROW as currently shown. (11/8 workshop session and 11/15 hearing). (10/21) COA to set up follow up meeting with WSDOT (Dawn & Traffic group). WSDOT expected to return comments for ROW by end of the week. AHBL to send printed copy of RAB plans to Launa (Launa to follow up with permit number to reference). PAN currently working through agreements with the Bank and Church. (10/28) COA believes WSDOT will reject the accel lane and would pursue different channelization plan. COA would request widened shoulder (to match accel lane design), if accel lane is rejected. AHBL to review driveway connection due to grade change. PAN received confirmation on storm design in NE corner from WSDOT (COA prefers closed infiltration). PAN received comments from WSDOT on RAB design. AHBL forwarded comments to COA, expecting return by end of the week. (11/4) PAN provided option for alternate channelization plan. No update from WSDOT. AHBL/PAN to finalize legal description by end of next week. Next council meeting is the last meeting of the year. (11/18) (3) ROW dedications were approved on Monday at Council meeting. Roxy site description needed and up for review on 11/22. WSDOT sent COA updated channelization plan â€“ COA requires a 14â€™ widened shoulder and taper. WSDOT plan doesnâ€™t include radius on entry/exit on 172nd. b) Boundary line adjustment â€“ Panattoni to follow up on BLA for COA/MH review and signature. (10/14) COA to follow up on signature status. (11/18) PAN to follow up with Pierce County. 2) Permit Status: Page 1 of 2 a) Deferred submittals: i) Stairs A-J (two packages) ii) Metal joists (two packages) iii) HVAC roof curb seismic calcs iv) Drawing size â€“ shelters and storefront glass and frames (1) Largest size keeping clarity v) Street lighting pole (reviewed by TenW â€“ comment needing City review) (1) Clark to send through to COA. 3) Misc. Items: a) Clark to set up meeting with COA about waterline crossing. b) Permit fees â€“ PAN to hold off on permit fees until more work is complete. c) 43rd extension â€“ CC would like to start work next week. CC to provide email/sketch of final design. (10/21) CC to hold off on 43rd extension until MH reviews plans. (11/18) NH to follow up with MH. PAN to send through sketch d) Haul route agreement â€“ CC would like to begin closeout process. (11/18) KPFF scheduled for after the holidays. Coordinate with COA e) CC to send sound wall plans to COA. Formliner transitions at footing steps would be ground to provide smooth transition. (10/28) NH to follow up with MH on sound wall design. f) RAB â€“ CC to distribute information/flyers in December. (11/18) RAB plans ready to resubmit. COA to review plans by end of week and provide comments. g) Stormwater â€“ PAN to submit partial termination of stormwater system with National Foods. h) Woodmansee Coordination â€“ Woodmansee requests curb not be installed across from driveways. PAN has asked Woodmansee for information regarding entrance locations. COA would need to approve any deviations from original plans. i) Fire Marshall Contact Info Page 2 of 2 03/22/22 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 1 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE EASTBOUND RIGHT TURN 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 2 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE EASTBOUND LEFT TURN 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 3 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE EASTBOUND THRU 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 4 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE NORTHBOUND RIGHT TURN 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 5 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE NORTHBOUND LEFT TURN 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 6 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE NORTHBOUND THRU 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 7 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE WESTBOUND RIGHT TURN 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 8 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE WESTBOUND LEFT TURN 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 9 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE WESTBOUND THRU 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 10 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE SOUTHBOUND RIGHT TURN 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 11 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE SOUTHBOUND LEFT TURN 24 05/28/2021 Phone: 425-250-0584 7.50 42.50 3.00 35.50 0.00 3.00 12.50 WB-50 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 17.7 Tractor Track : 8.00 Articulating Angle : 70.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 12 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB50 VEHICLE SOUTHBOUND THRU 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 13 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE EASTBOUND RIGHT TURN 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 14 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE EASTBOUND LEFT TURN 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 15 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE EASTBOUND THRU 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 16 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE NORTHBOUND RIGHT TURN 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 17 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE NORTHBOUND LEFT TURN 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 18 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE NORTHBOUND THRU 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 19 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE WESTBOUND RIGHT TURN 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 20 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE WESTBOUND LEFT TURN 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 21 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE WESTBOUND THRU 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 22 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE SOUTHBOUND RIGHT TURN 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 23 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE SOUTHBOUND LEFT TURN 24 05/28/2021 Phone: 425-250-0584 15.00 53.00 3.00 45.50 0.00 4.00 19.50 WB-67 feet Tractor Width : 8.00 Lock to Lock Time : 6.0 Trailer Width : 8.50 Steering Angle : 28.4 Tractor Track : 8.00 Articulating Angle : 75.0 Trailer Track : 8.50 LEGEND VEHICLE BODY ENVELOPE FRONT TIRE PATH REAR TIRE PATH N PROJECT ROXY SHEET 0 80 TENW ARLINGTON, WA 24 Transportation Engineering NorthWest SCALE IN FEET OF Transportation Planning | Design | Traffic Impact & Operations WA-531 (172ND ST NE) & 43RD AVE NE ROUNDABOUT 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 PRELIMINARY - FOR DISCUSSION ONLY Project Contact: Danielle Allen, E.I.T. AUTOTURN - WB67 VEHICLE SOUTHBOUND THRU 24 05/28/2021 Phone: 425-250-0584 Exhibit "E" SR 531 MP 7.12-7.62 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. UCB 1698 Page 1 of 48 PANATTONI ARLINGTON INTERSECTION TRAFFIC MITIGATION 100% SUBMITTAL SCHEDULE OF DRAWINGS SHT. NO. DWG. NO. DESCRIPTION 01 CVR COVER SHEET 02 - 03 AL-1 - AL-1B HORIZONTAL CONTROL PLAN 04 - 05 EC-1 - EC-1B EXISTING CONDITIONS AND SURVEY CONTROL PLANS 06 - 07 RM-1 - RM-1B REMOVAL AND T.E.S.C PLANS 08 RM-2 EROSION CONTROL DETAILS 09 - 11 XS-1 - XS-2B TYPICAL ROADWAY SECTIONS 12 XS-3 CURB DETAILS 13 - 14 PV-1 - PV-1B PAVING PLAN 15 PV-2 TRUCK APRON JOINTING DETAIL 16 - 20 PP-1 - PP-2D 172ND ST NE PLAN AND PROFILE 21 PP-3 43RD AVE NE PLAN AND PROFILE 22 - 23 SD-1 - SD-1B 172ND ST NE STORM DRAINAGE PLANS AND PROFILE 24 SD-2 43RD AVE NE STORM DRAINAGE PLANS AND PROFILE 25 SD-3 STORM DRAINAGE DETAILS 26 - 27 ADA-1 - ADA-2 ACCESSIBILITY DETAILS 28 - 32 PM-01 - PM-05 PAVEMENT MARKING PLAN 33 - 38 SG-01 - SG-06 SIGNING PLAN 39 - 40 IL-01 - IL-02 ILLUMINATION PLAN 41 - 49 TS-01 - TS-09 FIBER AND RRFB PLAN 50 - 57 TCP-01 - TCP-08 TRAFFIC CONTROL PLAN VICINITY MAP Call N.T.S. before you D g. 8-1-1 or 1-800-424-5555 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - CVR B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 01 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM COVER SHEET 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Exhibit "E" SR 531 MP 7.12-7.62 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. UCB 1698 Page 2 of 48 N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET 74+00 43RD AVENUE NE 400.00' 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. N1Â° 35' 20"E 1688327; NO DOCUMENT REVIEWED OR PROVIDED; 172ND HOLDINGS LLC EXTENDED THE EASEMENT NW'LY FROM REC. NO. 1732490 31052100304800 CORP OF PRESIDING BISHOP OF LDS 73+00 31052100304300 46.00' STA:4+14.86, 78.00' LT STA:3+68.91, 74.49' LT 30.00' 16.00' STA:4+28.86, 78.20' LT PROPOSED RIGHT-OF-WAY STA:2+16.33, 40.00' LT (2,150 SF) STA:3+36.03, 54.00' LT STA:4+57.27, 50.00' LT 172ND HOLDINGS LLC 31052100304800 STA:2+76.35, 54.00' LT MATCHLINE STA 11+00 SHEET PROPOSED RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY (13,310 SF) (125 SF) WSDOT ROW 72+00 WSDOT ROW BP: 0+00.00 54.00' 172ND ST NE STA: 4+00 = 40.00' 43RD AVE NE STA: 71+46.00 0+00 PI: 4+00.00 1+00 (STA: 176+10.33 PER WSDOT 50.00' 85.00' S87Â° 34' 30"E 2+00 172ND ROW PLANS) 3+00 86.00' 400.00' 4+00 PI: 71+46.00 5+00 80.00' S87Â° 34' 26"E 6+00 N 423183.60 2610.44' 7+00 BP: 11+25.23 8+00 E 1313201.08 9+00 50.00' 50.00' N 423109.13 30.00' 10+00 11+00 90.7Â° 89.3Â° E 1313737.67 172ND ST NE WSDOT ROW STA:1+10.57, 46.00' RT 11+25 WSDOT ROW 71+00 STA:1+10.62, 50.00' RT WAL-MART STORES INC STA:3+31.56, 50.00' RT 12+00 31052800207000 13+00 HERITAGE BANK 14+00 STA:4+74.68, 30.00' RT 15+00 31052800207000 16+00 AHBL #102 PI: 11+87.10 AMAZON.COM SERVICES LLC S73Â° 57' 35"E N 423135.39 31052800100500 STA:3+69.07, 82.69' RT 61.87' E 1313663.02 PROPOSED RIGHT-OF-WAY S87Â° 31' 16"E AHBL #103 EL: 125.47 765.32' N 423123.27 AL-1B NAIL AND WASHER OUTSIDE EDGE OF SHARED USE PATH E 1314257.93 68.00' STA:4+36.88, 67.68' RT EL: 123.64 NAIL AND WASHER PROPOSED RIGHT-OF-WAY (458 SF) 70+00 32.00' 36.00' HERITAGE BANK NOTES ALIGNMENT LEGEND 31052800207000 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE 1146.00' CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER N1Â° 41' 03"E WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM 69+00 CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. 43RD AVENUE NE TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WAL-MART STORES INC 00930300000301 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. 1732490 (TITLE 202151-SC, ITEM 1) 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 2 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 3 of 48 N NOTES ALIGNMENT LEGEND GRAPHIC SCALE 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW 0 20 40 80 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 1" = 40 FEET 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, MATCHLINE STA 22+00 SEE BELOW MATCHLINE STA 11+00 SHEET BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 BP: 40+00.00 40+00 15+00 16+00 N 423116.85 S78Â° 06' 24"E 17+00 18+00 E 1314405.76 239.15' 30.00' 19+00 41+00 172ND ST NE 20+00 21+00 PI: 42+39.15 22+00 S87Â° 31' 16"E 415.02' 42+00 WSDOT ROW PI: 46+54.17 17+00 18+00 43+00 19+00 44+00 45+00 20+00 46+00 47+00 48+00 PC: 19+52.42 49+00 50+00 21+00 Î”=9Â°27'35" 22+00 23+00 R=65.00' 24+00 L=10.73' PT: 20+30.88 25+00 26+00 27+00 PT: 19+63.16 AL-1 AMAZON.COM SERVICES LLC Î”=9Â°27'35" S87Â° 31' 16"E 31052800100500 S78Â° 03' 41"E R=75.00' 533.85' OUTSIDE EDGE OF SHARED USE PATH PI: 25+64.73 55.34' L=12.38' PROPOSED RIGHT-OF-WAY OUTSIDE EDGE OF RIGHT TURN LANE S89Â° 37' 21"E PC: 20+18.50 299.98' MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 50.00' 24+00 25+00 26+00 27+00 80.00' PI: 30+10.44 S89Â° 17' 56"E 28+00 EP: 31+10.44 29+00 746.34' S89Â° 55' 31"E 30+00 31+00 172ND ST NE 90.00' S88Â° 30' 27"E 250.23' 50+00 51+00 52+00 53+00 30.00' EP: 56+50.74 100.00' WSDOT ROW 54+00 PI: 54+00.51 55+00 56+00 56+51 N 423040.16 31+10 E 1316050.93 28+00 29+00 30+00 31+00 32+00 PI: 28+64.71 65.00' 33+00 OUTSIDE EDGE OF PC: 32+34.76 S87Â° 31' 16"E SHARED USE PATH Î”=19Â°50'45" 34+00 370.05' FUTURE OUTSIDE EDGE OF RIGHT TURN LANE R=159.99' 35+00 35+56 L=55.42' PROPOSED RIGHT-OF-WAY AMAZON.COM SERVICES LLC PRC: 32+90.18 Î”=20Â°10'49" PT: 33+53.57 31052800100500 R=179.99' L=63.39' S87Â° 51' 20"E N 422970.75 202.09' E 1316159.25 EP: 35+55.66 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - AL-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 3 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 4 of 48 VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT BASIS OF BEARING SET REBAR AND CAP LUMINAIRE 1" = 40 FEET FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT N1Â° 35' 20"E DECIDUOUS TREE AS NOTED SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW ROOF DRAIN 73+00 CABLE RISER STRAIGHT ARROW 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE CORP OF PRESIDING GAS LINE BISHOP OF LDS TRAFFIC CABINET ELECTRICAL LINE 31052100304300 POWER TRANSFORMER COMMUNICATION LINE 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW MATCHLINE STA 11+00 SHEET 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 50.00' 30.00' 10+00 172ND ST NE 11+00 WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' EC-1B 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 4 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE SURVEY CONTROL PLANS 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 5 of 48 N GRAPHIC SCALE 0 20 40 80 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON 1" = 40 FEET ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. MATCHLINE STA 11+00 SHEET MATCHLINE STA 22+00 SEE BELOW WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW AMAZON.COM SERVICES LLC 31052800100500 EC-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW EXISTING LEGEND FOUND MONUMENT AS NOTED P POWER MANHOLE HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT 22+00 T 23+00 T SET REBAR AND CAP LUMINAIRE 24+00 50.00' 25+00 FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE 26+00 80.00' MONITORING WELL TELEPHONE RISER 27+00 28+00 BOLLARD TELEPHONE VAULT 29+00 172ND ST NE 30+00 31+00 MAIL BOX FIRE HYDRANT S88Â° 30' 27"E SIGN AS NOTED IRRIGATION CONTROL VALVE 30.00' 100.00' WSDOT ROW 31+10 UNKNOWN VAULT WATER METER GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED TEST PIT DECIDUOUS TREE AS NOTED AMAZON.COM SERVICES LLC SANITARY SEWER MANHOLE 31052800100500 STORM CLEANOUT LEFT TURN ARROW STORM CATCH BASIN STORM MANHOLE RIGHT TURN ARROW T ROOF DRAIN CABLE RISER STRAIGHT ARROW GAS METER STORM LINE GAS VALVE SEWER LINE WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE GUY ANCHOR FENCE UTILITY POWER POLE ASPHALT JUNCTION BOX CONCRETE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - EC-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 5 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE SURVEY CONTROL PLANS 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 6 of 48 IP KEYNOTES 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. N 3 PROTECT EXISTING GAS LINE. GRAPHIC SCALE 0 20 40 80 4 PROTECT EXISTING CULVERT. 74+00 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. CORP OF PRESIDING 400.00' PROTECT EXISTING BISHOP OF LDS N1Â° 35' 20"E 31052100304300 STORM DRAINAGE 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 11 EXISTING SIGN TO BE RELOCATED. 73+00 46.00' EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING FENCE 30.00' 16.00' THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL PROTECT EXISTING STORM 5 14 EXISTING STREET LIGHT TO BE RELOCATED. DRAINAGE STRUCTURE 12 AVOID COMPACTION FROM HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW 3 OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN TREES STORM DRAINAGE 54.00' 13 40.00' 14 0+00 SAWCUT LINE 2 1+00 (TYP.) 50.00' 85.00' S87Â° 34' 30"E 2+00 16 3+00 86.00' 400.00' 4+00 S87Â° 34' 26"E 5+00 80.00' 16 6+00 IP 13 5 2610.44' 7+00 8+00 9+00 SAWCUT LINE (TYP.) 50.00' 50.00' 5 30.00' 10+00 172ND ST NE 11+00 WSDOT ROW T 7 SAWCUT LINE 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 71+00 14 11 16 5 2 13 12 5 3 9 14 6 17 8 3 1 17 WAL-MART STORES INC HERITAGE BANK SAWCUT LINE ALONG 31052800207000 NEW 31052800207000 PROPERTY LINE IMPROVEMENTS EXISTING FIBER LINE SHALL BE (TYP.) 2 AMAZON.COM SERVICES LLC MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 2 6 13 5 3 31052800100500 9 15 2 PROTECT EXISTING 6 HYDRANT EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B 68.00' KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 32.00' 36.00' HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED DEMOLITION NOTE TRAFFIC SIGNALS TO BE REMOVED. REMOVED CAMERA SHALL BE RETURNED TO WSDOT. 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 7 of 48 TESC AND DEMOLITION LEGEND NOTE WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY POLES, GUY LOOPS TO BE REMOVED N WIRES, AND OVERHEAD POWER LINES EXCEPT WHERE NOTED ON SAWCUT LINE GRAPHIC SCALE THE PLANS. NOTIFY ENGINEER WITH ANY CONFLICTS. SILT FENCE ASPHALT PAVEMENT TO REMAIN 0 20 40 80 CURB REMOVAL CONCRETE SIDEWALK TO REMAIN 1" = 40 FEET DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN MATCHLINE STA 11+00 SHEET CATCH BASIN TO REMAIN MATCHLINE STA 22+00 SEE BELOW CATCH BASIN TO BE REMOVED WSDOT ROW EXISTING FIBER LINE SHALL BE MAINTAINED AND KEPT OPERATIONAL SAWCUT LINE (TYP.) THROUGHOUT CONSTRUCTION 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE SAWCUT LINE (TYP.) 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW 5 5 3 EXISTING FIBER LINE SHALL BE 11 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING RM-1 THROUGHOUT CONSTRUCTION 2 AMAZON.COM SERVICES LLC HYDRANT REMOVE EXISTING 31052800100500 6 EXISTING FIBER LINE SHALL BE NEW IMPROVEMENTS (TYP.) GRAVEL DRIVEWAY 3 MAINTAINED AND KEPT OPERATIONAL 2 2 THROUGHOUT CONSTRUCTION DEMOLITION ON PRIVATE PROPERTY UNDER SEPARATE PERMIT MATCHLINE STA 22+00 SEE ABOVE KEYNOTES WSDOT ROW 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. 5 3 REMOVE EXISTING TREE SAWCUT LINE (TYP.) 3 PROTECT EXISTING GAS LINE. 22+00 T 23+00 T 24+00 50.00' 25+00 4 PROTECT EXISTING CULVERT. 26+00 27+00 80.00' 28+00 5 PROTECT EXISTING WATER UTILITY. 29+00 30+00 172ND ST NE 31+00 S88Â° 30' 27"E 6 PROTECT EXISTING SURVEY MARKER. 30.00' 100.00' WSDOT ROW 31+10 7 PROTECT EXISTING SERVICE CABINET. 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. 9 PROTECT COMMUNICATIONS PEDESTAL. PROTECT EXISTING 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. HYDRANT 11 5 T 11 EXISTING SIGN TO BE RELOCATED. PROTECT EXISTING REMOVE EXISTING NEW IMPROVEMENTS (TYP.) HYDRANT WATER METER AND 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. VALVE AMAZON.COM SERVICES LLC 11 2 31052800100500 13 EXISTING JUNCTION BOX TO BE RELOCATED. 14 EXISTING STREET LIGHT TO BE RELOCATED. 51ST AVE NE 15 EXISTING SERVICE CABINET TO BE RELOCATED. REMOVE EXISTING GRAVEL DRIVEWAY DEMOLITION ON PRIVATE DEMOLITION ON ALONG 16 PROTECT EXISTING SANITARY SEWER. PROPERTY UNDER 51ST AVENUE NE UNDER SEPARATE PERMIT SEPARATE PERMIT 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 7 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 8 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - RM-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 8 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM EROSION CONTROL DETAILS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 9 of 48 ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) ROADWAY CL 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) VARIES 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 3' PAVED SPLITTER ISLAND 3' PAVED 8' SIDEWALK BUFFER PAVEMENT WIDTH VARIES WIDTH VARIES PAVEMENT WIDTH VARIES BUFFER 10' (TYPICAL) SIDEWALK 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 1.5% 1.5% 1' VARIES 1' 1.5% 1.5% 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER VARIES VARIES NOT STEEPER NOT STEEPER THAN 4H:1V 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) THAN 4H:1V 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 4 19 19 4 14 13 3 8 8 3 13 14 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 8 3 2 1 19 1 2 3 8 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 3 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. NE 172ND ST SECTION A NE 172ND ST STA: 1+62.13 TO STA: 3+40.03 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) A NOT TO SCALE 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. ROADWAY CL 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER BUFFER WIDTH 19 SHOULDER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. VARIES 3' MIN. LANE LANE WIDTH 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 5' SIDEWALK WIDTH VARIES WIDTH VARIES VARIES 1.5% VARIES VARIES NOT STEEPER 1 MATCH EXISTING NOT STEEPER 30.0' PAVEMENT ELEVATION THAN 4H:1V THAN 4H:1V 4 13 14 8 13 14 14 13 2 1 1 2 3 1 2 SAWCUT LINE PER PLAN EXISTING PAVEMENT SECTION 43RD AVE NE ROADWAY SECTION B 43RD AVE NE STA: 72+72.13 TO STA: 73+18.31 B NOT TO SCALE ASPHALT PAVEMENT GRIND AND INLAY 1 NOT TO SCALE CENTER OF ROUNDABOUT CENTRAL ISLAND WIDTH VARIES CIRCULATING ROADWAY TRUCK APRON VARIES TRUCK APRON CIRCULATING ROADWAY WIDTH VARIES WIDTH VARIES 10' MAX WIDTH VARIES WIDTH VARIES 3' PAVED 3' PAVED 8' SIDEWALK BUFFER BUFFER 10' (TYPICAL) SIDEWALK VARIES 2.0% 20 2.0% VARIES 1.5% 1.5% 3% MAX 3 3% MAX 1.5% 1.5% NOT STEEPER THAN 4H:1V NOT STEEPER 17 THAN 4H:1V 17 4 19 19 4 14 13 3 2 3 7 10 9 9 10 7 3 2 3 13 14 8 1 1 8 CENTER OF ROUNDABOUT SECTION C C NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 9 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 10 of 48 ROADWAY CL EXISTING SIDEWALK TO REMAIN WIDTH VARIES BUFFER VARIES WIDTH VARIES SPLITTER ISLAND PAVEMENT WIDTH VARIES WIDTH VARIES LANE WIDTH VARIES 4' BUFFER 5' SIDEWALK ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 1' VARIES 1' 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 1.5% VARIES VARIES NOT STEEPER THAN 4H:1V 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 4 13 14 14 13 14 13 8 8 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 8 3 2 1 11 1 2 3 8 12 43RD AVE NE ROADWAY SECTION D 6 NOT USED 43RD AVE NE STA: 69+57.01 TO STA: 70+73.84 D NOT TO SCALE 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER ROADWAY CL 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) EXISTING LANE 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. WIDTH VARIES 12' LANE 4' BUFFER 5' SIDEWALK 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 1.5% 13 0.33' TOP SOIL, TYPE A NOT STEEPER THAN 4H:1V 14 SEEDING, FERTILIZING, AND MULCHING 4 14 13 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 14 13 18 8 3 2 1 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 43RD AVE NE ROADWAY SECTION E 43RD AVE NE STA: 68+24.06 TO STA: 69+57.01 REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 E NOT TO SCALE AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY ROADWAY CL 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION VARIES 5' ASPHALT PAVEMENT SPLITTER ISLAND PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1' VARIES 1.5% 2.0% 2.0% NOT STEEPER THAN 4H:1V 1.5% NOT STEEPER 5 8 19 THAN 4H:1V 13 14 3 3 2 1 3 1 2 3 14 13 15 13 14 NE 172ND ST SECTION F 16 NE 172ND ST STA: 4+82.83 TO STA: 6+65.43 F NOT TO SCALE ROADWAY CL 5' ASPHALT PAVEMENT PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1.5% 2.0% 2.0% NOT STEEPER THAN 4H:1V 1.5% NOT STEEPER 5 8 THAN 4H:1V 13 14 3 2 1 1 2 3 14 13 15 13 14 NE 172ND ST SECTION GNE 172ND ST STA: 6+65.43 TO STA: 8+77.23 16 G NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 10 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 11 of 48 ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTINGRIGHT-OF-WAY 30.0' VARIES 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 2.0' FLAT GRAVEL 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER PROPOSED RIGHT-OF-WAY 19 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTING VARIES 10.0' PERVIOUS PAVEMENT 14.0'Â± VARIES 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION PATHWAY VARIES 16.0'Â± REFER TO PRIVATE 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION EXISTING RIGHT-OF-WAY CENTERLINE 4:1 MAXIMUM SLOPE 15 SHARED USE PATH EXISTING EDGEOF PAVEMENT PROFILE GRADES 16 EG = 121.5Â± NE 172ND ST SECTION H H SCALE: 1" = 5' EXISTINGRIGHT-OF-WAY 30.0' VARIES 2.0' WIDE PAVED 2.0' FLAT GRAVEL INSIDE SHOULDER 2.0' WIDE PAVED 2.0' WIDE LEVEL SPREADER OUTSIDE SHOULDER MATCH ROADWAY SLOPE 10.0' PERVIOUS 1.0' FLAT EXISTING VARIES 6.0' BUFFER PATHWAY PAVEMENT VARIES 11.0' LANE WIDTH 14.0'Â± CAVFS VARIES 16.0'Â± VARIES PROPOSED RIGHT-OF-WAY 2 SHARED USE PATH SD-3 PROFILE GRADES RIGHT TURN LANE VARIES EXISTING RIGHT-OF-WAY CENTERLINE 2.0% PROFILE GRADES REFER TO PRIVATE 4.0% 1.5% TYP. 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION 4:1 MAXIMUM SLOPE 1" DROP EXISTING EDGEOF PAVEMENT 13 14 1 2 3 15 16 EG: 123.5Â± NE 172ND ST SECTION I I SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-2B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 11 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 12 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - XS-3 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 12 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM CURB DETAILS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PAVING LEGEND Page 13 of 48 N SAWCUT LINE SEE RM-1 GRAPHIC SCALE 0.15' GRIND AND INLAY SEE XS-1 0 20 40 80 HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 1" = 40 FEET PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 74+00 PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 43RD AVENUE NE CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 PAVING NOTES CURB 1 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER (RC&G) WSDOT STD. PLAN F-10.18 3' SMOOTH CURB 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. TRANSITION CURB 2 ROUNDABOUT CEMENT 172ND HOLDINGS LLC 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL CONCRETE CURB AND GUTTER WSDOT STD. PLAN F-10.18 31052100304800 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM L35 CAPABLE OF PERFORMING SUCH WORK. ROUNDABOUT CENTRAL ISLAND CORP OF PRESIDING L38 CEMENT CONCRETE CURB WSDOT STD. PLAN F-10.18 BISHOP OF LDS B 73+00 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL 31052100304300 XS-1 PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE *ROUNDABOUT SPLITTER ISLAND L39 C41 LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' NOSING CURB WSDOT STD. PLAN F-10.18 C26 CRUSHED SURFACING BASE COURSE (CSBC). 4 L37 L33 **DETECTABLE WARNING SURFACE WSDOT STD. PLAN F-45.10 ADA-1 C35 4 3' SMOOTH CURB TRANSITION 2 L32 ADA-1 *CONTRACTOR SHALL MODIFY ROUNDABOUT SPLITTER ISLAND NOSING CURB HEIGHT TO MATCH MATCHLINE STA 11+00 SHEET 172ND HOLDINGS LLC ADA-2 BIORETENTION CELL SPLITTER ISLAND HEIGHT C C39 F REFER TO SHEETS 31052100304800 1 XS-1 C25 XS-2 SD-1 TO SD-3 ADA-2 A C38 XS-1 C42 C37 C36 G XS-2 3 4 WSDOT ROW L30 ADA-2 ADA-1 L41 72+00 PRECAST DUAL FACED SLOPED C47 WSDOT ROW MOUNTABLE CURB PER WSDOT C43 4 STANDARD PLAN F-10.64-03 C2 L43 0+00 ADA-2 1+00 L1 C24 6 2+00 C1 C23 ADA-2 C5 C3 4+00 C45 5+00 5 TYPE 2 MAINTENANCE PULLOUT PROVIDE SMOOTH TRANSITION C6 C34 ADA-2 6+00 L27 3+00 BETWEEN NEW CURB AND C4 C48 C32 7+00 C33 L36 8+00 L25 EXISTING CURB 3' SMOOTH CURB TRANSITION C7 C27 C29 C31 L26 9+00 L8 L45 10+00 C28 11+00 L10 172ND ST NE C44 WSDOT ROW C22 L23 L24 C21 BP: 11+25.23 WSDOT ROW EDGE OF PAVEMENT LINE TABLE 7 C8 71+00 5 11+25 1 8 L21 CAVFS ADA-2 ADA-1 ADA-2 ADA-1 PI: 11+87.10 REFER TO SHEETS Line # Length Direction WAL-MART STORES INC L15 C15 12+00 13+00 SD-1 TO SD-3 L1 42.45 S87Â° 34' 25.17"EHERITAGE BANK C13 14+00 31052800207000 172ND ST NE STA: 4+00 = C9 15+00 31052800207000 C20 16+00 L8 75.97 N82Â° 05' 07.75"E 43RD AVE NE STA: 71+46.00 C16 PV-1B L10 13.12 S54Â° 22' 21.86"E C12 9 OUTSIDE EDGE OF ADA-2 SHARED USE PATH L15 15.69 S83Â° 11' 56.36"E 5 AMAZON.COM SERVICES LLC L16 84.72 S4Â° 52' 40.25"W ADA-1 31052800100500 5 L17 3.11 N16Â° 54' 10.65"E C10 ADA-1 L16 L18 185.79 N3Â° 06' 04.21"E D 70+00 EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE XS-2 L21 7.43 N78Â° 11' 30.45"E C19 Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length HERITAGE BANK 3' SMOOTH CURB TRANSITION L23 140.27 S89Â° 28' 06.31"E 31052800207000 C1 133.37 514.22 14.86 N84Â° 18' 59"E 133.00 C18 13.98 4.76 168.35 N84Â° 04' 38"W 9.46 C34 1.90 1.00 109.02 S62Â° 54' 27"W 1.63 L24 226.91 N89Â° 14' 44.19"E C2 6.44 3.25 113.49 S41Â° 37' 25"E 5.44 C19 60.86 1584.88 2.20 N7Â° 16' 43"E 60.85 C35 46.79 151.00 17.75 S20Â° 32' 02"E 46.60 C11 C18 L25 15.58 N82Â° 51' 07.10"W 2 C3 21.49 74.32 16.57 S9Â° 25' 12"W 21.41 C20 112.80 90.00 71.81 N39Â° 00' 27"E 105.56 C36 6.69 3.00 127.84 S34Â° 30' 37"W 5.39 ADA-1 L26 5.50 S7Â° 08' 52.90"W C4 2.03 1.00 116.10 S59Â° 11' 20"W 1.70 C21 52.21 389.00 7.69 N78Â° 45' 32"E 52.17 C37 20.99 88.85 13.54 S87Â° 13' 47"W 20.94 L27 225.43 N82Â° 51' 07.10"W C5 72.72 113.50 36.71 N81Â° 06' 48"W 71.48 C22 54.34 385.00 8.09 N86Â° 38' 53"E 54.30 C38 2.15 1.00 123.32 N37Â° 52' 42"W 1.76 L18 L30 32.07 N45Â° 27' 02.62"W C6 103.59 499.00 11.89 S86Â° 28' 45"W 103.40 C23 82.13 322.00 14.61 S89Â° 50' 40"W 81.90 C39 34.48 81.00 24.39 N11Â° 35' 19"E 34.22 L32 14.56 N61Â° 16' 55.50"E 3 69+00 C7 67.61 87.51 44.27 S76Â° 30' 28"E 65.94 C24 81.70 90.00 52.01 N71Â° 27' 23"W 78.92 C41 2.95 1.00 168.95 N83Â° 52' 10"E 1.99 ADA-1 L33 12.41 N89Â° 59' 29.05"W C8 45.98 107.81 24.43 S41Â° 16' 54"E 45.63 C25 45.06 120.00 21.51 N34Â° 41' 39"W 44.79 C42 73.28 55.00 76.34 S36Â° 45' 40"W 67.98 L35 25.46 N3Â° 00' 00.00"W C9 19.73 50.00 22.61 S17Â° 45' 37"E 19.60 C26 36.50 116.95 17.88 N11Â° 56' 27"W 36.36 C43 88.10 323.00 15.63 S83Â° 24' 11"W 87.83 E L36 75.94 S89Â° 37' 43.22"E XS-2 C10 85.16 368.54 13.24 S0Â° 09' 50"W 84.98 C27 25.91 71.93 20.64 S18Â° 43' 05"W 25.77 C44 128.63 56.47 130.51 N72Â° 32' 42"E 102.57 L37 13.98 N0Â° 36' 15.98"W C11 24.33 20.00 69.70 S41Â° 38' 04"W 22.86 C28 2.32 1.00 132.79 S37Â° 21' 26"E 1.83 C45 4.60 5.00 52.67 N19Â° 02' 34"W 4.44 L38 13.47 S12Â° 32' 03.60"E 43RD AVENUE NE 10 C12 48.55 115.26 24.14 N3Â° 15' 18"W 48.20 C29 104.18 413.00 14.45 N83Â° 28' 25"E 103.91 C47 121.81 53.58 130.26 S66Â° 08' 46"W 97.22 ADA-2 L39 34.41 S1Â° 24' 26.19"E WAL-MART STORES INC L17 C13 5.61 3.00 107.23 N43Â° 11' 11"E 4.83 C31 8.85 3.00 169.02 N5Â° 51' 49"E 5.97 C48 3.77 5.00 43.22 S20Â° 35' 38"E 3.68 L41 49.59 S74Â° 57' 15.73"W 00930300000301 3' SMOOTH CURB TRANSITION C15 1.95 1.00 111.54 S27Â° 25' 42"E 1.65 C32 114.28 299.00 21.90 N89Â° 35' 37"W 113.58 L43 22.86 N45Â° 22' 37.48"W C16 26.64 71.00 21.50 S17Â° 35' 38"W 26.48 C33 59.30 89.51 37.96 N81Â° 33' 45"W 58.22 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 13 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 14 of 48 N GRAPHIC SCALE 0 20 40 80 PAVING NOTES PAVING LEGEND 1" = 40 FEET 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. SAWCUT LINE SEE RM-1 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL 0.15' GRIND AND INLAY SEE XS-1 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 CRUSHED SURFACING BASE COURSE (CSBC). PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 MATCHLINE STA 22+00 SEE BELOW CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 MATCHLINE STA 11+00 SHEET H XS-2B I STA:19+50.00, 0.19' LT XS-2B WSDOT ROW STA:17+99.52, 0.31' LT END YELLOW PRECAST DUAL INSTALL 18" YELLOW PYLON FACED SLOPED MOUNTABLE CURB PER WSDOT STANDARD PLAN F-10.64-03 STA:18+00.00, 0.31' LT 11+00 12+00 BEGIN YELLOW PRECAST DUAL 13+00 BP: 40+00.00 14+00 FACED SLOPED MOUNTABLE CURB PER 15+00 WSDOT STANDARD PLAN F-10.64-03 STA:19+50.51, 0.19' LT 40+00 16+00 INSTALL 18" YELLOW PYLON 17+00 19+00 41+00 20+00 21+00 172ND ST NE OUTSIDE EDGE OF 22+00 RIGHT TURN LANE 18+00 42+00 PI: 42+39.15 WSDOT ROW 17+00 PC: 19+52.42 18+00 19+00 PT: 19+63.16 43+00 PI: 46+54.17 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE 44+00 45+00 20+00 PC: 20+18.50 46+00 47+00 48+00 49+00 50+00 21+00 ONLY 22+00 OUTSIDE EDGE OF 23+00 PI: 25+64.73 SHARED USE PATH AMAZON.COM SERVICES LLC 24+00 25+00 31052800100500 PT: 20+30.88 26+00 27+00 PV-1 MATCHLINE STA 22+00 SEE ABOVE H XS-2B WSDOT ROW 22+00 23+00 24+00 172ND ST NE 25+00 26+00 27+00 28+00 29+00 30+00 31+00 EP: 56+50.74 50+00 51+00 52+00 53+00 WSDOT ROW 54+00 55+00 56+00 56+51 31+10 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE PI: 54+00.51 28+00 29+00 PC: 32+34.76 30+00 31+00 32+00 PI: 28+64.71 33+00PRC: 32+90.18 PT: 33+53.57 OUTSIDE EDGE OF SHARED USE PATH AMAZON.COM SERVICES LLC EP: 35+55.66 34+00 31052800100500 35+00 35+56 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 14 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 15 of 48 N EXPANSION GRAPHIC SCALE 4' (TYP.) JOINT (TYP.) GENERAL NOTES 0 10 20 40 OUTSIDE AND MIDDLE APRON CONCRETE PANELS: DOWEL BARS 1 1" = 20 FEET PER STANDARD PLAN A-40.10-04, NO TIE-BARS. CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB 2 AND GUTTER: STANDARD PLAN F-10.18. CURB 3 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER: STANDARD PLAN F-10.18. 3 ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 5-05 OF WSDOT STANDARD SPECIFICATIONS 43RD AVENUE NE 72+00 2 1 15.0Â° (TYP.) EXPANSION JOINT (TYP.) 4' (TYP.) 2+00 3+00 172ND ST NE 4+00 EXPANSION 172ND ST NE 5+00 JOINT (TYP.) 6+00 7+00 4' (TYP.) 3 1 71+00 EXPANSION JOINT (TYP.) 4' (TYP.) 70+00 43RD AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PV-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 15 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TRUCK APRON JOINTING DETAIL 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 16 of 48 LEGEND N PC POINT OF CURVATURE GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 124 3Î”/4 THREE-QUARTER POINT NOTES 125 PT POINT OF TANGENCY 1" = 20 FEET PRC POINT OF REVERSE CURVE 1. FINISHED AND EXISTING GRADE PROFILE PCC POINT OF COMPOUND CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY 124 FG FINISHED GRADE ELEVATION CENTERLINE AND DO NOT REFLECT THE 125 EG EXISTING GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR TC TOP OF CURB ELEVATION PROPOSED GRADES. FL FLOWLINE ELEVATION 43RD AVENUE NE BIORETENTION CELL REFER TO SHEETS FG: 125.12 SD-1 TO SD-3 FG: 125.00 FG: 126.03 FG: 125.97 FG: 125.00 FG: 124.88 FG: 125.85 FG: 125.52 FG: 126.10 FG: 125.40 FG: 125.13 124 FG: 125.98 FG: 125.69 FG: 125.01 124 FG: 125.93 FG: 125.57 FG: 125.85 FG: 126.17 FG: 125.75 FG: 125.82 PC MATCHLINE STA 7+00 SHEET 124 FG: 125.62 FL: 124.63 GRADE BREAK 125 FG: 126.36 FG: 125.03 72+00 FL: 125.47 FL: 125.70 126 LOW POINT FG: 126.18 EG: 124.99 126 FL: 124.58 FL: 124.50 124 PT Î”/2 FG: 125.99 EG/TC: 124.96 FL: 125.68 Î”/2 FL: 124.92 PRC FL: 125.09 125 EG/FL: 124.46 126 PC Î”/4 FL: 125.48 FL: 125.15 125 FL: 125.01 FL: 125.40 HIGH POINT PRC PRC GRADE BREAK FL: 126.35 FG: 126.18 FG: 126.03 FG: 125.87 FG: 125.72 FL: 126.29 PC 126 FG: 125.56 FL: 125.60 3Î”/4 FL: 125.34 FL: 125.03 FL: 125.62 FG: 125.41 HIGH POINT EG: 124.98 125 FL: 126.10 FL: 125.20 3Î”/4 PRC 126 FL: 126.52 Î”/4 FG: 125.60 EG: 124.95 PC Î”/2 3Î”/4 FL: 125.69 FL: 125.11 FL: 125.81 EG/FL: 125.13 FL: 125.08 FL: 125.03 FL: 125.76 127 FL: 126.69 HIGH POINT Î”/2 3Î”/4 1+00 FL: 126.00 FG: 128.43 FL: 125.96 3Î”/4 PRC Î”/4 FL: 125.31 PT Î”/4 Î”/2 FL: 126.75 Î”/2 FL: 125.47 FL: 125.16 LOW POINT 2+00 FL: 125.52 FL: 125.26 128 FL: 125.93 FL: 125.77 FL: 125.62 LOW POINT FL: 125.00 3Î”/4 HIGH POINT FL: 125.20 FL: 125.67 126 3+00 GRADE BREAK HIGH POINT PRC Î”/2 172ND ST NE FL: 125.49 FL: 125.64 FG: 128.23 FL: 127.65 FL: 126.81 FL: 126.44 PRC 3Î”/4 CROWN FG: 125.68 PC PRC Î”/4 PRC 4+00 FG: 128.23 PRC FL: 126.19 FL: 126.04 Î”/4 Î”/2 Î”/4 PRC 126 FL: 125.50 PCC EG/FL: 125.00 FL: 125.05 FL: 125.08 HIGH POINT FL: 125.96 Î”/2 FL: 125.55 PRC FL: 126.54 5+00 FL: 125.86 FL: 125.68 FL: 125.63 FL: 126.10 FL: 125.83 FL: 126.33 Î”/2 FL: 125.47 Î”/2 126 128 6+00 PC FL: 125.50 FL: 125.23 125 Î”/4 Î”/2 FL: 125.43 GRADE BREAK 7+00 HIGH POINT FL: 125.41 FL: 125.17 3Î”/4 PRC FL: 125.43 FL: 126.48 FG: 128.43 127 Î”/2 FL: 125.65 FL: 125.40 GRADE BREAK FL: 126.44 EG/TC: 124.80 FL: 124.93 LOW POINT FL: 125.18 LOW POINT FL: 126.53 PC EG/FL: 124.30 FL: 124.52 125 FL: 125.97 Î”/4 Î”/2 3Î”/4 PT CROWN FG: 125.74 126 FL: 125.54 FL: 125.08 PT GRADE BREAK PRC FL: 126.07 FL: 125.96 FL: 125.85 FL: 125.74 FL: 125.61 FL: 125.50 FL: 124.69 PRC FG: 125.24 126 FL: 126.17 GRADE BREAK PRC FL: 126.26 126 FL: 126.18 FL: 125.48 LOW POINT EG: 124.95 FL: 124.59 FL: 127.23 FL: 126.33 PT PC Î”/2 PT FL: 125.43 FG: 126.02 FG: 125.66 PC FL: 125.55 EP: 125.42 EP: 125.38 EP: 125.27 EP: 125.02 EG: 125.10 FG: 125.22 FL: 124.50 Î”/2 EP: 125.08 125 125 FG: 126.17 FG: 125.81 125 FG: 125.30 Î”/4 FL: 125.86 FL: 126.30 Î”/2 PP-2 TC: 125.88 FG: 125.39 FG: 125.07 FL: 124.44 GRADE BREAK 126 FL: 125.78 EG: 125.11 FG: 125.15 Î”/2 71+00 FL: 125.55 PCC EP: 125.15 FG: 125.57 FG: 124.97 FL: 124.38 HIGH POINT 11+25 FG: 125.05 CAVFS LOW POINT EG: 125.10 FG: 125.05 FL: 126.00 BP: 11+25.23 FG: 125.93 REFER TO EP: 124.82 FG: 124.95 FG: 126.38 FG: 125.04 FG: 124.76 SHEETS FG: 124.70 GRADING DAYLIGHT LINE (TYP.) FG: 124.88 125 FG: 124.89 SD-1 TO SD-3 FG: 124.50 FG: 124.83 FG: 124.82 FG: 124.89 FG: 124.53 PI: 11+87.10 FG: 124.75 FG: 126.08 12+00 FG: 124.27 FG: 124.45 125 FG: 126.52 FG: 124.56 FG: 126.19 FG: 126.11 FG: 124.38 125 FG: 126.22 ON-SITE GRADING UNDER FG: 124.12 FG: 124.30 127 OUTSIDE EDGE OF 126 SEPARATE PERMIT 127 FG: 124.41 128 SHARED USE PATH 129 128 136 MATCHLINE STA 7+00 SHEET 134 43RD AVENUE NE 132 130 SHARED USE PATHGRADE BREAK STA: 11+44.65ELEV: 124.89 SHARED USE PATH GRADE BREAK STA: 11+25.23 SHARED USE PATHGRADE BREAK STA: 12+24.62ELEV: 124.12 128 11+25.23 PROPOSED GRADE AT ELEV: 126.08 ROW CENTERLINE SHARED USE PATHBPELEV = 126.08 6.15% 11+87.10 126 1.19% SHARED USE PATHPIELEV = 124.380.71% 0.47% EXISTING GRADE AT 124 ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 11+87.10 PROPOSED GRADE @ OUTSIDE 122 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE ELEV: 124.38 EDGE OF SHARED USE PATH EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE 120 FG FG FG FG 125.41 FG 125.41 FG 125.53 FG 125.78 FG 125.86 FG 125.55 FG 125.42 FG 125.51 FG 126.15 FG 127.71 FG 128.41 FG 127.16 FG 126.62 FG 126.67 FG 126.19 FG 126.03 FG 126.18 FG 126.01 FG 125.84 FG 125.84 FG 125.66 FG 125.79 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PP-2 172ND ST NE PROFILE SCALE: H:1"=20', V:1"=4' 172ND ST NE ROW CENTERLINE STATION (TYP.) REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 16 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 17 of 48 N GRAPHIC SCALE 0 10 20 40 LEGEND PC POINT OF CURVATURE 1" = 20 FEET Î”/4 QUARTER POINT NOTES MATCHLINE STA 7+00 SHEET Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 124 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR 124 PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION 124 FG: 125.99 FG: 125.73 125 FG: 126.05 124 MATCHLINE STA 12+00 SHEET FG: 125.86 FG: 125.92 FG: 125.42 FG: 125.00 126 FG: 125.90 FG: 125.67 FG: 124.43 FL: 125.33 FG: 124.14 124 FL: 125.45 FG: 125.34 FG: 125.41 FG: 124.55 FL: 125.58 FL: 125.52 FG: 125.15 EG: 124.36 HIGH POINT FL: 125.26 FL: 125.65 7+00 CROWN FG: 125.89 CROWN FG: 125.90 FL: 124.62 126 8+00 FL: 125.00 FL: 124.74 9+00 EG/EP: 123.72 CROWN FG: 125.99 HIGH POINT CROWN FG: 125.61 10+00 CROWN FG: 125.79 CROWN FG: 126.05 CROWN FG: 125.02 CROWN EG: 124.70 11+00 HIGH POINT CROWN FG: 125.31 125 EG: 124.28 EG: 124.16 EG: 124.08 EG: 124.05 ANGLE POINT EP: 125.48 EP: 124.04 EP: 125.28 EP: 125.05 EP: 124.76 EP: 124.47 PP-1 EP: 125.36 EP: 125.34 172ND ST NE EP: 124.15 EP: 124.10 EP: 123.98 EG/EP: 123.94 EP: 124.42 EP: 125.41 FG: 125.09 FG: 123.62 FG: 125.16 FG: 125.02 FG: 124.73 FG: 124.44 FG: 123.83 FG: 123.78 FG: 123.72 FG: 123.66 FG: 124.96 FG: 124.15 125 GRADING DAYLIGHT LINE (TYP.) FG: 124.86 124 FG: 124.09 FG: 123.43 FG: 123.36 FG: 123.28 FG: 123.20 FG: 124.68 13+00 FG: 124.80 FG: 124.71 FG: 124.40 122 122 14+00 FG: 123.78 FG: 123.28 FG: 123.21 FG: 123.13 123 123 PP-2B FG: 124.53 15+00 FG: 123.14 123 FG: 124.65 FG: 124.56 16+00 124 125 FG: 124.71 123 17+00 FG: 124.25 FG: 123.94 FG: 123.63 FG: 122.99 OUTSIDE EDGE OF SHARED USE PATH 124 FG: 123.05 125 SHARED USE PATH SHARED USE PATH 100' VC 100' VC MATCHLINE STA 7+00 SHEET 136 PVI: 122.77 PVI: 125.86 PVI STA: 16+25.00 PVI STA: 17+75.00 K: 42.00 K: 50.45 134 132 SHARED USE PATHBVCS: 15+75.00BVCE: 122.93 SHARED USE PATHEVCS: 16+75.00EVCE: 123.80 SHARED USE PATHBVCS: 17+25.00BVCE: 124.83 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 130 SHARED USE PATHGRADE BREAK STA: 13+51.07ELEV: 124.71 PROPOSED GRADE AT SHARED USE PATHGRADE BREAK STA: 14+65.39ELEV: 123.28 128 ROW CENTERLINE 126 0.47% 2.06% 1.25% 0.32% EXISTING GRADE AT SHARED USE PATHLOW PT: 15+88.49ELEV: 122.91 124 ROW CENTERLINE RIGHT TURN LANE EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH GRADE BREAK STA: 40+00.00 122 ELEV: 123.523 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 120 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG 125.79 FG 125.89 FG 125.99 FG 125.90 FG 125.61 FG 125.31 FG 125.02 FG 124.72 PP-17+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 17 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 18 of 48 LEGEND N GRAPHIC SCALE PC POINT OF CURVATURE Î”/4 QUARTER POINT NOTES 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 12+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 18+00 SHEET 12+00 13+00 14+00 EG: 123.55 15+00 40+00 EG: 123.52 16+00 EG: 123.51 17+00 EG: 123.47 GRADING DAYLIGHT LINE (TYP.) 18+00 BP: 40+00.00 123 172ND ST NE 41+00 FG: 123.36 122 124 123 124 125 124 123 PP-2 124 125 126 125 124 42+00 125 126 127 126 125 126 PI: 42+39.15 127 126 18+00 43+00 126 19+00 44+00 127 FG: 126.84 45+00 FG: 126.54 20+00 46+00PP-2C PC: 19+52.42 PC: 20+18.50 PT: 19+63.16 PT: 20+30.88 FG: 126.18 21+00 FG: 126.18 FG: 126.17 FG: 126.47 22+00 23+00 FG: 126.32 FG: 126.32 OUTSIDE EDGE OF SHARED USE PATH ON-SITE GRADING UNDER OUTSIDE EDGE OF RIGHT TURN LANE SEPARATE PERMIT RIGHT TURN LANE 100' VC PVI: 126.92 PVI STA: 45+75.00 K: 44.48 RIGHT TURN LANE 136 136 100' VC PVI: 126.65 134 134 PVI STA: 42+50.00 RIGHT TURN LANEBVCS: 45+25.00BVCE: 126.88 SHARED USE PATH K: 27.32 100' VC 132 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE PVI: 125.86 PVI STA: 17+75.00 SHARED USE PATH 130 130 K: 50.45 RIGHT TURN LANEBVCS: 42+00.00BVCE: 124.78 RIGHT TURN LANEEVCS: 43+00.00EVCE: 126.70 GRADE BREAK STA: 23+75.00 ELEV: 126.32 PROPOSED GRADE @ OUTSIDE 128 EDGE OF SHARED USE PATH 19+52.4219+63.16 20+18.5020+30.88 0.08% RIGHT TURN LANEHI PT: 45+28.61ELEV: 126.88 128 SHARED USE PATHPCELEV = 125.99SHARED USE PATHPTELEV = 126.00 SHARED USE PATHPCELEV = 126.05SHARED USE PATHPTELEV = 126.06 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 0.08% 126 40+00.00 126 3.74% RIGHT TURN LANEBPELEV = 123.52 0.37% 1.77% 124 124 EXISTING GRADE @ RIGHT TURN LANE ROW CENTERLINE 122 RIGHT TURN LANE GRADE BREAK STA: 41+77.30 EXISTING ELEVATION @ ROW CENTERLINE 122 GRADE BREAK STA: 41+27.30 ELEV: 123.94 ELEV = 125.97 ELEV: 123.05 42+39.15 120 RIGHT TURN LANEPI 120 FG 124.04 FG 124.03 FG 123.99 FG 123.96 FG 123.96 FG 123.97 FG 124.01 FG 124.08 FG 124.14 FG 124.21 FG 124.31 FG 124.41 FG 124.51 FG 124.60 FG 124.69 FG 124.78 FG 124.81 FG 124.80 FG 124.79 FG 124.74 FG 124.70 FG 124.63 FG 124.55 FG 124.47 FG 124.43 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 18 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 19 of 48 LEGEND N PC POINT OF CURVATURE NOTES GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 18+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 24+00 SHEET 18+00 19+00 172ND ST NE 20+00 21+00 EG: 123.87 22+00 EG: 123.82 EG: 123.86 23+00 EG: 123.80 24+00 FG: 124.37 172ND ST NE 124 125 126 FG: 124.96 123 FG: 125.48 FG: 124.96 FG: 125.32 GRADING DAYLIGHT LINE (TYP.) 46+00 FG: 125.78 FG: 125.17 FG: 125.22 PP-2B PI: 46+54.17 47+00 48+00 49+00 FG: 125.66 FG: 125.17ONLY 50+00 51+00 FG: 125.67 123 52+00 FG: 125.56 FG: 125.42 124 FG: 125.94 FG: 125.50 FG: 125.50 FG: 125.95 125 124 FG: 126.06 FG: 125.70 126 125 24+00 126 FG: 125.73 FG: 126.11 PP-2D 126 FG: 125.73 25+00 26+00 27+00 28+00 PI: 28+64.71 29+00 FG: 125.91 126 FG: 125.91 126 FG: 125.96 FG: 125.79 FG: 125.80 FG: 125.79 PI: 25+64.73 FG: 125.80 ON-SITE GRADING UNDER FG: 125.70 OUTSIDE EDGE OF SHARED USE PATH 126 SEPARATE PERMIT FG: 125.73 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE 136 136 SHARED USE PATH SHARED USE PATH GRADE BREAK STA: 25+50.00 134 GRADE BREAK STA: 24+41.10 ELEV: 126.46 134 ELEV: 125.70 132 132 SHARED USE PATH 130 GRADE BREAK STA: 24+72.18 130 ELEV: 125.70 28+64.71 25+64.73 128 128 RIGHT TURN LANEEVCS: 46+25.00EVCE: 125.83 SHARED USE PATHPIELEV = 126.47 0.08% SHARED USE PATHPIELEV = 126.70 0.94% 0.00% 0.97% 126 126 2.17% 124 124 RIGHT TURN LANE GRADE BREAK STA: 46+27.44 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH ELEV: 125.782 EXISTING ELEVATION @ ROW CENTERLINE EXISTING GRADE @ ROW CENTERLINE 122 122 120 120 FG 124.43 FG 124.39 FG 124.36 FG 124.36 FG 124.35 FG 124.36 FG 124.37 FG 124.40 FG 124.46 FG 124.52 FG 124.57 FG 124.62 FG 124.67 FG 124.70 FG 124.72 FG 124.72 FG 124.71 FG 124.72 FG 124.76 FG 124.80 FG 124.88 FG 124.91 FG 124.84 FG 124.77 FG 124.78 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2C B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 19 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE Page 20 of 48 LEGEND 0 10 20 40 PC POINT OF CURVATURE NOTES Î”/4 QUARTER POINT Î”/2 MIDPOINT 1" = 20 FEET 1. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT-OF-WAY 3Î”/4 THREE-QUARTER POINT CENTERLINE AND DO NOT REFLECT THE PT POINT OF TANGENCY PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 24+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 GRADING DAYLIGHT LINE (TYP.) 52+00 53+00 PI: 54+00.51 54+00 55+00 56+00 56+51 EP: 56+50.74 124 PP-2C 125 126 30+00 127 31+00 125 124 126 32+00 127 126 OUTSIDE EDGE OF SHARED USE PATH PRC: 32+90.18 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE PC: 32+34.76 126 33+00 FG: 124.85 124 PT: 33+53.57 125 34+00 FG: 124.71 35+00 FG: 124.69 35+56 125 126 SHARED USE PATH 127 ON-SITE GRADING UNDER EP: 35+55.66 100' VC 128 SEPARATE PERMIT PVI: 127.00 PVI STA: 32+50.00 51ST AVENUE NE K: 38.80 SHARED USE PATHBVCS: 32+00.00BVCE: 126.96 SHARED USE PATHEVCS: 33+00.00EVCE: 125.75 136 136 SHARED USE PATH SHARED USE PATH 100' VC 50' VC 134 134 PVI: 124.25 PVI: 124.75 PVI STA: 33+60.00 PVI STA: 35+10.00 132 K: 35.29 K: 107.59 132 130 130 32+34.76 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH 32+90.18 SHARED USE PATHBVCS: 33+10.00BVCE: 125.50 SHARED USE PATHEVCS: 34+10.00EVCE: 124.42 SHARED USE PATHBVCS: 34+85.00BVCE: 124.67 SHARED USE PATHEVCS: 35+35.00EVCE: 124.72 128 0.08% SHARED USE PATHHI PT: 32+03.01ELEV: 126.96 SHARED USE PATHPCELEV = 126.83 128 SHARED USE PATHPRCELEV = 125.982.50% 33+53.57 35+55.66 126 SHARED USE PATHPTELEV = 124.68 SHARED USE PATHHI PT: 35+20.86ELEV: 124.73 SHARED USE PATHEPELEV = 124.69 126 SHARED USE PATHLOW PT: 33+98.24ELEV: 124.40 0.33% 0.13% 124 124 EXISTING GRADE @ ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 35+55.66 122 EXISTING ELEVATION @ ROW CENTERLINE 122 ELEV: 124.69 120 120 FG 124.78 FG 124.80 FG 124.85 FG 124.95 FG 125.05 FG 125.14 FG 125.23 FG 125.27 FG 125.33 FG 125.36 FG 125.38 FG 125.40 FG 125.47 FG 125.50 FG 125.53 FG 125.56 FG 125.55 FG 125.53 FG 125.46 FG 125.39 FG 125.32 FG 125.32 FG 125.40 FG 125.46 FG 125.50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-2D B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 20 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 21 of 48 172ND ST NE LEGEND GRAPHIC SCALE PC POINT OF CURVATURE 0 10 20 40 N Î”/4 QUARTER POINT Î”/2 MIDPOINT NOTES 3+00 3Î”/4 THREE-QUARTER POINT 1" = 20 FEET PT POINT OF TANGENCY 1. FINISHED AND EXISTING GRADE PROFILE PRC POINT OF REVERSE CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY PCC POINT OF COMPOUND CURVE CENTERLINE AND DO NOT REFLECT THE FG FINISHED GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR EG EXISTING GRADE ELEVATION PROPOSED GRADES. 125 TC TOP OF CURB ELEVATION 125 FL FLOWLINE ELEVATION END CURB TRANSITION PC FL: 124.74 FL: 124.63 FG: 124.82 PCC FG: 124.75 FG: 125.00 HIGH POINT EG: 124.90 FG: 124.76 FG: 125.12 BEGIN CURB TRANSITION Î”/4 EG: 124.78 FG: 124.70 FL: 124.77 FL: 124.51 3Î”/4 FG: 124.65 FG: 125.25 EG/TC: 124.97 EG: 125.16 Î”/2 LOW POINT PCC EG/FL: 124.53 EG: 125.16 FL: 124.28 FL: 124.05 FL: 124.15 Î”/2 FG: 125.38 FL: 124.38 FG: 125.42 FG: 125.30 FG: 125.15 FG: 125.00 EG: 124.53 Î”/4 FG: 124.69 FG: 125.13 FG: 125.30 FG: 125.22 FG: 125.07 FG: 124.93 FL: 124.58 Î”/4 126 EG: 124.90 END CURB TRANSITION Î”/4 EG: 125.12 FL: 124.31 FL: 124.39 PCC FL: 124.76 EG: 125.23 3Î”/4 FL: 124.25 EG/TC: 124.88 EG: 124.89 EG: 124.76 Î”/4 Î”/2 FG: 124.58 125 FG: 125.26 FL: 124.71 Î”/2 FG: 124.63 Î”/2 EG/FL: 124.38 EG: 124.90 125FL: 124.97FL: 124.86 3Î”/4 PCC FL: 124.47 Î”/2 PRC FL: 124.89 EG: 124.43 68+00 Î”/2 PRC FL: 124.74 FL: 124.20 FL: 124.64 69+00 FL: 124.65 FL: 124.62 PRC Î”/2 HIGH POINT EG: 124.49 FL: 125.09 70+00 FL: 124.57 FL: 125.00 3Î”/4 PT FL: 124.64 FL: 124.82 FL: 124.66 ANGLE POINT BEGIN CURB TRANSITION CROWN EG: 125.35 71+00 FL: 124.98 Î”/2 FL: 124.51 FL: 124.42 END CURB TRANSITION Î”/2 72+00 FL: 125.36 PRC PRC FL: 124.46 FL: 125.61 43RD AVENUE NE FL: 125.17 PRC 73+00 CROWN EG: 124.75 FL: 125.45 FL: 124.64 4+00 PRC FL: 125.37 FL: 125.25 EG: 125.77 PT 125 FL: 125.11 PT FL: 125.34 FL: 125.09 FG: 126.10 FL: 125.24 FL: 124.61 Î”/2 CROWN FG: 125.02 FL: 124.86 PC FL: 124.75 FL: 125.29 BEGIN CURB TRANSITION LOW POINT FL: 124.64 PRC 43RD AVENUE NE EG/FL: 125.63 FG: 125.94 FL: 125.28 EG: 124.96 FL: 124.52 FL: 124.88 PT FL: 125.04 EG/TC: 126.13 FL: 125.10 FL: 124.93 FL: 124.57 PRC 126 PRC Î”/2 FL: 125.14 CROWN FG: 124.86 FL: 124.78 FL: 124.66 PRC FL: 125.24 FL: 125.09 FG: 125.67 FL: 124.38 PC PRC FL: 125.01 Î”/2 EG: 126.16 FG: 125.49 FG: 125.32 FL: 124.28 LOW POINT FL: 124.79 Î”/2 Î”/2 PRC PRCFL: 125.20 FG: 125.84 FG: 125.17 FL: 125.22 EG: 124.34 FG: 124.96 FL: 124.14 FL: 124.90 Î”/2 FL: 125.21 FL: 125.14 128 PRC 3Î”/4 EP: 124.44 FG: 125.03 FG: 124.77 FL: 125.11 EG: 126.23 FL: 125.21 Î”/4 EP: 124.62PT Î”/4 FG: 124.84 FL: 125.22 PC EP: 124.76 Î”/2 EP: 124.54 FG: 126.18 FG: 125.25 PC EP: 124.83 EP: 124.69 FG: 126.01 FG: 125.91 FG: 125.57 FG: 124.67 Î”/2 127 127 FL: 125.32 PT FG: 125.74 FG: 125.40 Î”/4 FL: 124.76 FL: 124.90 FG: 124.75 FL: 124.22 3Î”/4 FG: 125.14 FL: 125.01 3Î”/4 FG: 125.49 FG: 125.29 FL: 125.47 FL: 125.38 FG: 125.67 FG: 125.76 FG: 125.85 ON-SITE GRADING UNDER FG: 125.91 126 FG: 126.03 FG: 125.59 SEPARATE PERMIT FG: 125.77 PCC 172ND ST NE FG: 125.70 HIGH POINT FG: 125.88 FG: 126.38 FL: 126.00 FG: 126.52 5+00 128 128 PROPOSED GRADE AT ROW CENTERLINE 126 126 124 124 EXISTING GRADE AT ROW CENTERLINE 122 122 120 120 118 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 118 116 116 FG FG FG FG FG FG FG FG FG 125.27 FG 125.35 FG 124.79 FG 124.54 FG 124.54 FG 124.78 FG 125.27 FG 125.95 FG 127.78 FG 126.17 FG 125.54 FG 125.33 FG 125.11 FG 124.92 FG 124.76 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 43RD AVE NE PROFILE SCALE: H:1"=20', V:1"=4' 43RD AVE NE ROW CENTERLINE STATION REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - PP-3 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 21 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 43RD AVE NE PLAN AND PROFILE 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES Page 22 of 48 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, SDCB #14 AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' SDCB #13 73+00 BOTTOM AREA = 3,668 SF 1 N SDCB #10 BOTTOM WIDTH = 10' SD-3 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE UNLESS OTHERWISE NOTED. WITH RIP RAP MAX W.S. ELEVATION = 123.25 IE: 123.00 8" (SW) TOP ELEVATION = 123.75 0 20 40 80 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. BIORETENTION INLET #2 125 WITH RIP RAP 1" = 40 FEET SDCB #12 43RD AVENUE NE BIORETENTION INLET #3 IE: 123.00 8" (S) 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED 125 WITH RIP RAP POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT 124 IE: 123.00 8" (SW) SDCB #11 STANDARD SPEC 9-05.24 AND AASHTO M330). STORM SEWER PIPE SPECIFIED AS DI PIPE SDCB #2 BIORETENTION INLET #1 SHALL MEET WSDOT STANDARD SPEC 9-05.13. HDPE PIPE THAT MEETS WSDOT STANDARD WITH RIP RAP SPEC 9-05.23 MAY BE USED AS AN OPTIONAL ALTERNATIVE FOR PIPES CALLED OUT AS DI PIPE. IE: 123.00 8" (S) 126 126 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT OF WAY CENTERLINE 72+00 AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. 126 172ND ST NE 125 MATCHLINE STA 11+00 SHEET 124 0+00 1+00 125 124 2+00 125 3+00 SDCB #9 4+00 124 5+00 125 6+00 EX. STCB #3938 SDCB #1 128 7+00 127 8+00 9+00 126 10+00 SDCB #8 11+00 126 126 172ND ST NE 125 125 SDCB #7 71+00 125 124 SDCB #3 123 COMPOST-AMENDED VEGETATED 2 LEGEND FILTER STRIPS (CAVFS) SD-3 PROPOSED RIGHT-OF-ROW STORM SEWER PIPE SDCB #4 SDCB #5 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 70+00 SD-1B 5'x6'x1' DEEP HAND PLACED RIPRAP COMPOST-AMENDED VEGETATIVE FILTER STRIP 125 SDCB #15 (CAVFS) SDCB #16 43RD AVENUE NE BIORETENTION FACILITY 130 130 SDCB #10, TYPE 1 STA 72+39.11, 35.82' RT 62 LF 12" CPEP @ 0.24% RIM: 125.00 73 LF 12" CPEP @ 0.24% IE: 123.25 8" (NE) 80 LF 12" CPEP @ 1.00% 45 LF EX. 12" CPEP @ 2.15% 31 LF 8" DI PIPE @ 0.82% 125 125 130 LF 8" DI PIPE @ 0.44% 135 LF 12" CPEP @ 0.24% 31 LF 8" DI PIPE @ 0.75% 31 LF 8" DI PIPE @ 1.04% 120 120 SDCB #7, TYPE 1 SDCB #1, TYPE 1 SDCB #4, TYPE 1 STA: 4+68.56, 61.62' RT SDCB #8, TYPE 1 STA: 2+97.25, 19.56' RT STA: 3+84.05, 111.88' RT RIM: 125.32 SDCB #9, TYPE 1 STA: 8+11.41, 15.03' LT RIM: 125.19 RIM: 124.03 IE: 123.57 8" (NE) STA: 6+36.57, 29.47' LT RIM: 125.12 IE: 121.06 12" (W) IE: 121.38 12" (N) RIM: 124.98 IE: 123.32 8" (N) IE: 123.23 8" (N) IE: 121.06 12" (NE) IE: 121.38 12" (E) IE: 121.06 12" (SE) IE: 121.38 12" (S) 115 115 EX. STCB #3938, EXISTING TYPE 1 SDCB #3, TYPE 1 ADJUST RIM TO GRADE SDCB #2, TYPE 1L STA: 3+60.66, 54.88' RT STA: 1+63.25, 33.08' RT STA: 3+31.82, 52.44' LT RIM: 124.36 RIM: 124.29 RIM: 124.49 IE: 121.23 12" (NW) IE: 120.64 12" (W) IE: 121.86 12" (SW) IE: 121.23 12" (S) IE: 120.74 12" (E) NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE EXISTING GRADE ELEVATION @ ROW CENTERLINE 110 110 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.86FG 125.55FG 125.42FG 125.51FG 126.15FG 127.71FG 128.41FG 127.16FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.72 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 22 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. UCB 1698 Page 23 of 48 LEGEND GENERAL NOTES N GRAPHIC SCALE PROPOSED RIGHT-OF-ROW 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED 0 20 40 80 STORM SEWER PIPE FLOWLINE OFFSETS. CENTER OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' 1" = 40 FEET CATCH BASIN TYPE 1 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, CATCH BASIN TYPE 2 UNLESS OTHERWISE NOTED. 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, 5'x6'x1' DEEP HAND PLACED RIPRAP AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED COMPOST-AMENDED VEGETATIVE FILTER STRIP POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM (CAVFS) SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT STANDARD SPEC 9-05.24 AND AASHTO M330). STORM SEWER PIPE SPECIFIED AS DI PIPE SHALL MEET WSDOT STANDARD SPEC 9-05.13. HDPE PIPE THAT MEETS WSDOT STANDARD SPEC 9-05.23 MAY BE USED AS AN OPTIONAL ALTERNATIVE FOR PIPES CALLED OUT AS DI PIPE. BIORETENTION FACILITY 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT OF WAY CENTERLINE MATCHLINE STA 22+00 SEE BELOW AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. MATCHLINE STA 11+00 SHEET 11+00 12+00 13+00 14+00 15+00 16+00 17+00 172ND ST NE 18+00 19+00 20+00 21+00 172ND ST NE 22+00 122 124 123 124 126 124 125 125 127 126 125 127 126 125 124 123 ONLY 123 124 125 126 126 SD-1 PERVIOUS ASPHALT PATHWAY COMPOST-AMENDED VEGETATED PERVIOUS ASPHALT PATHWAY 2 REFER TO SHEETS XS-1 TO XS-2 FILTER STRIPS (CAVFS) REFER TO SHEETS XS-1 TO XS-2 SD-3 MATCHLINE STA 22+00 SEE ABOVE PERVIOUS ASPHALT PATHWAY REFER TO SHEETS XS-1 TO XS-2 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 31+00 31+10 172ND ST NE 125 127 126 124 125 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-1B B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 23 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE Page 24 of 48 GRAPHIC SCALE 0 20 40 80 N 1" = 40 FEET SDCB #1 3+00 SDCB #2 EX. STCB #5011 SDCB #3 SDCB #15 SDCB #11 EX. STCB #661 10 LF 12" CPEP @ 1.00% 125 SDCB #13 SDCB #16 SDCB #14 EX. STCB #9262 67+00 68+00 69+00 70+00 SDCB #4 71+00 SDCB #12 72+00 43RD AVENUE NE 73+00 74+00 7 LF 12" DI CL52 @ 0.67% 4+00 75+00 75+46 125 125 SDCB #5 128 43RD AVENUE NE 125 SDCB #6 SDCB #10 CONNECTION #1 127 CONNECT TO EXISTING PIPE 126 IE: 122.00 12" (E) BIORETENTION INLET #4 IE: 122.00 12" (W) SDCB #7 126 PROPOSED BIORETENTION CELL BOTTOM AREA = 3,668 SF 1 BOTTOM WIDTH = 10' SD-3 BOTTOM ELEVATION = 123.00 172ND ST NE5+00 MAX W.S. ELEVATION = 123.25 126 TOP ELEVATION = 123.75 BIORETENTION INLET #3 GENERAL NOTES 130 130 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF EX. STCB #5011, EXISTING TYPE 1 51 LF 12" CPEP @ 0.50% SDCB #4, TYPE 1 SDCB #14, TYPE 1 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER STA 68+60.83, 21.26' LT SDCB #5, TYPE 1 STA: 70+34, 17.40' LT OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER RIM: 125.68 RIM: 124.03 STA 3+81.23, 161.22' LT STA 70+32.17, 33.18' RT RIM: 124.37 OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' IE: 122.58 12" (N) IE IN: 121.38 (12"E) 47 LF 12" CPEP RIM: 124.11 IE: 121.77 12" (S) 74 LF EX. 12" CPEP @ 0.10% IE IN: 121.38 (12"S) @ 0.25% IE: 121.63 12" (W) IE: 121.77 12" (N) 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT IE OUT: 121.38 (12"N) STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 125 125 62 LF 12" CPEP 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT 82 LF 12" CPEP @ 0.25% @ 0.24% 73 LF 12" CPEP @ 0.24% STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS 120 16 LF 12" CPEP @ 0.50% 120 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED SDCB #11, TYPE 1 AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT SDCB #15, TYPE 1 SDCB #13, TYPE 1 45 LF EX. 12" DI @ 1.97% STA: 72+04.40, 50.77' LT STANDARD SPEC 9-05.24 AND AASHTO M330). WITH ADA GRATE PER WSDOT STA: 72+91.35, 13.19' LT RIM: 124.60 SDCB #6, TYPE 1 STANDARD PLAN B-30.15-00 IE: 122.37 12" (NE) RIM: 124.51 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT STA: 69+05.91, 27.94' RT STA: 3+72.74, 193.33' RT SDCB #3, TYPE 1 IE: 121.85 12" (S) OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN RIM: 125.04 RIM: 124.54 STA: 70+91.64, 40.05' LT 41 LF 12" CPEP @ 0.50% IE: 121.85 12" (N) OF EXISTING OR PROPOSED GRADES. IE: 122.05 12" (W) IE: 121.68 12" (E) RIM: 124.36 SDCB #12, TYPE 1 61 LF 12" CPEP @ 0.50% 115 EX. STCB #661, EXISTING TYPE 1 SDCB #16, TYPE 1 IE: 121.23 12" (NW) STA: 72+30.13, 18.57' LT 115 WITH SOLID LOCKING LID IE: 121.23 12" (S) EX. STCB #9262, EXISTING TYPE 1 STA: 69+05.89, 21.08' LT RIM: 124.90 LEGEND STA: 3+82.76, 193.49' RT STA: 73+81.08, 16.66' LT RIM: 125.12 IE: 122.16 12" (SW) RIM: 124.79 RIM: 124.70 IE: 121.70 12" (N) IE: 122.16 12" (N) PROPOSED RIGHT-OF-ROW IE: 121.58 12" (N) IE: 121.70 12" (S) IE: 121.72 12" (E) IE: 121.58 12" (S) IE: 121.69 12" (S) STORM SEWER PIPE IE: 121.58 12" (W) EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 110 110 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.27FG 125.35FG 124.79FG 124.54FG 124.54FG 124.78FG 125.27FG 125.95FG 127.78FG 126.17FG 125.54FG 125.33FG 125.11FG 124.92FG 124.76 5'x6'x1' DEEP HAND PLACED RIPRAP 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 BIORETENTION FACILITY 43RD AVE NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 24 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 43RD AVE NE STORM OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 25 of 48 0.5' MIN. SIDEWALK OR ASPHALT PAVEMENT PER PLAN TOP OF BANK FREEBOARD ELEVATION = 123.75 PONDING 1" LANDSCAPING DEPTH = 0.25' 4:1 MAX. 1 4 MAX SIDE SLOPE 4:1 BOTTOM ELEVATION = 123.00 18" MIN. BIORETENTION SOIL MEDIA (BSM) THICKNESS TO EXTEND TO THE EDGE OF BIORETENTION CELL. SEE SEE PROTECTION AND 10' BOTTOM BIORETENTION SOIL MIX NOTES. VERIFICATION NOTES WIDTH BELOW NATIVE SUBGRADE OR FREE DRAINING EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER DO NOT COMPACT NOTES: 1. SEE SHEET SD-1 FOR DIMENSIONS OF BIORETENTION CELL. 2. ABOVE THE MAXIMUM WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. PROTECTION: EXCAVATE BIORETENTION CELLS TO FINAL GRADE ONLY AFTER ALL DISTURBED AREAS IN THE UPGRADIENT PROJECT DRAINAGE AREA HAVE BEEN PERMANENTLY A STABILIZED. THE SIDEWALLS AND BOTTOM OF THE BIORETENTION CELLS EXCAVATION SHALL BE RAKED OR SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES AFTER FINAL EXCAVATION TO RESTORE INFILTRATION RATES. 0.5' DEPTH GRAVEL OR CRUSHED VERIFICATION: SURFACING LEVEL SPREADER PRIOR TO PLACEMENT OF BIORETENTION SOIL MEDIA (BSM) THE SUBGRADE SHALL BE FINISHED, SCARIFIED, AND MEET THE DESIGN INFILTRATION RATE. AT LEAST SEED, FERTILIZER AND TWO VERIFICATION OF PERFORMANCE TESTS SHALL BE PERFORMED PRIOR TO MULCH FILTER STRIP SEED, FERTILIZER AND MULCH FILTER STRIP THE RELEASE OF THE FINANCIAL GUARANTEE. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER. 6' BIORETENTION SOIL MIX NOTES: 1.75 INCHES OF COMPOST 1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE 2019 INCORPORATED INTO 6.25 INCHES OF STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, UNDER BMP T7.30. SOIL, MINIMUM 5% ORGANIC MATTER 2. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40 PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65 PERCENT), BY GRAVEL OR CRUSHED 2' SURFACING LEVEL SPREADER 1" VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS MIX. PAVEMENT SURFACE 4% 2.1. MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL MEET EDGE OF PAVEMENT THE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON BMP T7.30. 2.2. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT COMPOST. 2.3. ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT. 2.4. CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G DRY SOIL. ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: A 6' 2' Â· CEDAR GROVE COMPOSTING, WASHINGTON Â· OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE) ALTERNATIVE: LENGTH PER PLAN CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND APPROVED BY ENGINEER AND COUNTY. IF USING A CUSTOM BIORETENTION SOIL MIX, THE MEASURED (INITIAL) INFILTRATION SHALL BE LESS THAN 12 INCHES PER HOUR (ASTM D 2434) AT 85% COMPACTION (ASTM D 1557). THE DESIGN (LONG TERM) INFILTRATION RATE SHALL BE GREATER THAN 1 INCH PER HOUR. BIORETENTION CELL COMPOST-AMENDED VEGETATED FILTER STRIP 1 NOT TO SCALE 2 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - SD-3 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 25 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM STORM DRAINAGE DETAILS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 26 of 48 1.50% FL: 124.80 5' 124 FG: 125.30 FG: 125.22 TC: 125.13 1.50% FG: 125.13 1.50% FG: 125.57 125 8' DETECTABLE WARNING FG: 124.83 11' FG: 125.39 2.64% SURFACE PER WSDOT FG: 125.08 1.55% STANDARD PLAN F-45.10 1.50% 1.50% 124 125 125 6.98' 9.07' FG: 124.95 125 5.09% 125 TC: 124.90 TC: 124.91 FL: 124.90 10' FG: 125.23 FL: 124.91 125 10.92' 125 TC: 125.58 0.92% 10' TC: 125.47 EG: 125.11 EG: 125.10 FL: 125.25 FL: 125.14 5.13% 1.50% N FG: 125.17 8' 0.90% GRAPHIC SCALE 1 R1 RAMP DETAIL 1.50% STA:72+46.49, 32.55' RT 0 5 10 SCALE: 1" = 5' STA:72+44.71, 13.76' LT 43RD AVE NE 11.93' FG: 125.64 FG: 125.05 1.05% 1" = 5 FEET 4.93' EG: 125.16 EG: 125.16 8' FG: 125.04 0.28% SAWCUT LINE DETECTABLE WARNING 1.50% SURFACE PER WSDOT 15.11' FG: 125.46 (TYP.) FL: 125.00 12' 2.73% STANDARD PLAN F-45.10 FL: 125.00 10' 8' TC: 125.00 TC: 125.00 1.50% 9.13' 0.94% 5.45% TC: 125.42 FG: 125.30 DETECTABLE WARNING FG: 125.42 FL: 125.09 1.00% SURFACE PER WSDOT DETECTABLE WARNING FL: 125.37 STANDARD PLAN F-45.10 TC: 125.15 TC: 125.26 TC: 125.54 TC: 125.20 5' FL: 124.65 FL: 124.93 SURFACE PER WSDOT FL: 124.70 STANDARD PLAN F-45.10 TC: 125.70 FL: 125.21 1.10% TC: 125.12 R2-R3-R4 RAMP DETAILS FL: 124.62 4 LEGEND TC: 125.10 43RD AVE NE SCALE: 1" = 5' FL: 124.60 FG FINISHED GRADE ELEVATION FL: 124.20 EG EXISTING GRADE ELEVATION FL: 124.53 DETECTABLE WARNING 1.50% TC: 124.53 TC TOP OF CURB ELEVATION EG/TC: 124.95 FL: 124.58 SURFACE PER WSDOT FG: 124.58 STANDARD PLAN F-45.10 5' FL FLOWLINE ELEVATION EG/FL: 124.53 FG: 124.65 TC: 124.97 STA:69+54.19, 29.80' LT FL: 124.64 TC: 125.12 SINGLE DIRECTION CURB RAMP PER WSDOT 125 FL: 124.79 FG: 124.20 STANDARD PLAN F-40.16-03 8' TC: 124.15 4.67% FL: 124.15 11.62' R12 RAMP DETAIL TC: 124.83 1.49% 2 SCALE: 1" = 5' 1.50% FL: 124.50 125 DETECTABLE WARNING FG: 124.27 SURFACE PER WSDOT 9.6' 10.1' EG: 124.70 STANDARD PLAN F-45.10 STA:69+16.26, 28.86' LT EG: 124.86 DETECTABLE WARNING 10' SINGLE DIRECTION CURB DETECTABLE WARNING EG/FL: 124.71 SURFACE PER WSDOT 1.50% EG/TC: 125.20 RAMP PER WSDOT 10' 0.58% SURFACE PER WSDOT 0.87% STANDARD PLAN F-45.10 STANDARD PLAN F-40.16-03 STANDARD PLAN F-45.10 TC: 124.29 FL: 124.76 FL: 124.81 FL: 124.29 FG: 124.87 TC: 125.26 125 DETECTABLE WARNING STA:70+49.92, 19.92' LT SURFACE PER WSDOT FG: 124.22 6.10% STANDARD PLAN F-45.10 1.47% FG: 125.02 FL: 124.83 FL: 124.57 FL: 124.66 FL: 124.10 TC: 125.33 FL: 124.91 5' TC: 124.90 TC: 124.99 FG: 124.33 TC: 124.10 TC: 125.38 TC: 125.41 FG: 124.15 STA:70+41.53, 36.93' RT 1.50%FG: 124.48 FL: 124.88 8' 1.00% DETECTABLE WARNING 10' TC: 125.43 SURFACE PER WSDOT FL: 124.93 TC: 125.56 FL: 125.06 6.01% STANDARD PLAN F-45.10 5' TC: 124.19 1.00% FL: 124.19 TC: 124.38 2.59% FL: 124.05 7.40% 4.91' 10' 12' EG: 125.23 EG/FL: 125.12 EG: 124.78 EG: 124.90 1.50% EG/TC: 125.62 43RD AVE NE FG: 124.25 2.00% FG: 124.38 FG: 125.83 FG: 125.73 3.07% 10.27' SAWCUT LINE TC: 124.52 (TYP.) FL: 124.19 FG: 124.58 EG: 125.95 EG: 125.85 1.50% 4.9' FG: 124.66 5' R19 RAMP DETAIL R9-R10-R11 RAMP DETAILS 3 SCALE: 1" = 5' 5 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-1 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 26 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. FG: 126.40 Page 27 of 48 FG: 126.18 8' N FG: 125.13 2.46% FG: 124.92 12' 8' 1.50% FG: 126.11 10' FG: 125.06 8' 125 125 125 1.50% 1.50% FG: 125.52 10' FG: 126.22 8' 1.50% 1.50% GRAPHIC SCALE FG: 126.00 2.67% FG: 125.54 FG: 125.01 TC: 126.18 0 5 10 TC: 125.09 FL: 125.85 FL: 124.59 FG: 124.80 8' 1.50% 1.50% 1.45% 0.75% 1" = 5 FEET 11.66' 5.53% TC: 124.97 2.91% FG: 126.21 7.45% 6' FL: 124.64 1.49% TC: 124.75 126 FG: 125.45 FG: 124.94 FL: 124.75 126 5' 2.00% FG: 125.40 STA:3+10.24, 46.51' LT 1.50% TC: 126.14 TC: 125.96 9.49' LEGEND DETECTABLE WARNING FL: 125.96 FL: 125.81 TC: 125.45 SURFACE PER WSDOT 172ND ST NE STA:5+15.55, 28.50' LT FG FINISHED GRADE ELEVATION TC: 124.90 STANDARD PLAN F-45.10 EG EXISTING GRADE ELEVATION FG: 124.71 FL: 124.95 DETECTABLE WARNING TC: 125.88 TC TOP OF CURB ELEVATION 172ND ST NE TC: 125.35 FL: 124.90 SURFACE PER WSDOT FL: 125.88 FL FLOWLINE ELEVATION FL: 125.02 STANDARD PLAN F-45.10 172ND ST NE R17 RAMP DETAIL R16 RAMP DETAIL R5 RAMP DETAIL 1 SCALE: 1" = 5' 2 SCALE: 1" = 5' 3 SCALE: 1" = 5' TC: 126.77 FL: 126.44 DETECTABLE WARNING FG: 125.00 172ND ST NE DETECTABLE WARNING TC: 125.48 SURFACE PER WSDOT FG: 124.43 SURFACE PER WSDOT FL: 125.16 STANDARD PLAN F-45.10 FL: 124.88 STANDARD PLAN F-45.10 FL: 124.75 TC: 125.21 FL: 125.35 5+00 TC: 125.08 TC: 125.67 FL: 124.49 TC: 124.99 TC: 125.24 FG: 125.24 8' 1.50% TC: 125.11 TC: 126.66 EG: 124.94 FL: 124.61 1.50% FL: 126.33 SAWCUT LINE 7.87% 1.86% 9.98' 8' (TYP.) FG: 125.09 FG: 124.55 10' 15.71' 13.31' 6.30% TC: 125.00 12.85' FL: 124.50 15.29' 4' FG: 124.56 FL: 125.55 0.77% 1.23% FL: 126.18 1.50% 1.50% TC: 125.88 TC: 126.51 1.50% 10' 0.69% 1.50% 5.47% 5' 125 3.15% 1.50% FL: 126.26 TC: 124.62 11' TC: 126.59 TC: 125.03 FL: 124.62 8' FG: 125.39 FL: 124.70 1.55% FL: 125.46 DETECTABLE WARNING TC: 125.80 DETECTABLE WARNING EG: 125.10 FG: 124.63 SURFACE PER WSDOT SURFACE PER WSDOT STANDARD PLAN F-45.10 172ND ST NE MATCH EXISTING FG: 124.76 STANDARD PLAN F-45.10 6.98' 172ND ST NE 172ND ST NE CROSS SLOPE 125 R15 RAMP DETAIL R6 RAMP DETAIL R8 RAMP DETAIL R13 RAMP DETAIL 4 SCALE: 1" = 5' 5 SCALE: 1" = 5' 6 SCALE: 1" = 5' 7 SCALE: 1" = 5' FL: 125.55 FG: 125.48 172ND ST NE FL: 125.66 FL: 125.28 DETECTABLE WARNING TC: 125.99 TC: 125.88 TC: 125.61 FL: 125.12 172ND ST NE SURFACE PER WSDOT FL: 125.75 4' TC: 125.12 STA:3+08.84, 22.99' RT STANDARD PLAN F-45.10 TC: 125.75 1.50% DETECTABLE WARNING STA:5+15.05, 43.14' RT 6.76% SURFACE PER WSDOT FL: 125.85 FG: 126.04 FG: 125.42 FG: 125.66 STANDARD PLAN F-45.10 TC: 125.85 FG: 125.93 1.50% 7.43' FG: 125.17 FL: 125.93 FG: 125.79 FL: 124.98 TC: 126.26 TC: 124.98 FG: 125.94 126 FL: 124.85 FG: 125.04 TC: 125.18 3.02% TC: 125.88 1.46% 21.6' 5' FG: 126.01 FG: 126.31 1.00% FL: 125.55 1.50% 10' FG: 125.02 10' FG: 125.89 1.50% FG: 125.22 4.97% 1.50% FG: 126.10 1.50% 2.33% 1.50% 6' 1.50% 2.78% TC: 125.92 8' 5.98% 10' FL: 125.59 126 5.99% 1.50% 9.96' 8' 5' 10' 1.50% 8.16' 10' TC: 125.94 FG: 126.18 1.50% 5' 1.50% FL: 125.61 FG: 125.81 1.50% 6' 1.00% FG: 125.32 8' FG: 126.22 FG: 126.08 FG: 125.17 FG: 125.30 FG: 125.94 FG: 126.19 FG: 126.11 1.43% EG: 126.24 FG: 126.04 EG: 126.16 FG: 126.46 FG: 124.89 R14 RAMP DETAIL R7 RAMP DETAIL R18 RAMP DETAIL 8 SCALE: 1" = 5' 9 SCALE: 1" = 5' 10 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-027 PERMIT REVISION 12/17/2021 TW TW/GG 09-14-2021 PANATTONI DEVELOPMENT Panattoni Arlington - ADA-2 B ASI-031 PERMIT REVISION 1/25/2022 TW 2/23/2022 TW DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION TS AHBL #2200283.10 1821 DOCK STREET, SUITE 100 T A C O M A S E A T T L E SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 27 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 57 TRAVIS HALE 02/23/2022 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 28 of 48 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - PM-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 28 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 29 of 48 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - PM-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 29 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 Page 30 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - PM-03 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 30 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 Page 31 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - PM-04 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 31 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 32 of 48 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - PM-05 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 32 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM PAVEMENT MARKING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 Exhibit "E" SR 531 MP 7.12-7.62 69+00 UCB 1698 Page 33 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - SG-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 33 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 Page 34 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - SG-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 34 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 Page 35 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - SG-03 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 35 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 Page 36 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - SG-04 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 36 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 Page 37 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - SG-05 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 37 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 15 43rd Ave NE 43rd Ave NE ONLY 172nd St NE ONLY ENTRANCE ONLY AHEAD SPEED TOURIST LIMIT ACTIVITIES BIKE LANE BIKE LANE 35 ENDS 51ST AVE NE RIGHT LANE BEGIN RIGHT TURN LANE MUST TURN RIGHT YIELD TO BIKES KEEP THE 43RD AVE NE 43RD AVE NE CHANGE Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 Page 38 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - SG-06 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 38 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM SIGNING PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Exhibit "E" SR 531 MP 7.12-7.62 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. UCB 1698 Page 39 of 48 74+00 73+00 Â· Â· Â· Â· PB PB 72+00 2+00 3+00 4+00 5+00 6+00 7+00 C T 71+00 C PB C 70+00 PB REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - IL-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 39 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM ILLUMINATION PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 40 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - IL-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 40 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM ILLUMINATION PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. TCP's Approved by City of Arlington KEEP BIKES Included in Permit for MERGE WITH ROAD RIGHT LANE ROAD WORK CLOSED TRAFFIC informational purposes AHEAD AHEAD RIGHT CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R ROAD PROTECTIVE VEHICLE (WORK VEHICLE) = R CLOSED â€ â€ 74+00 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK KEEP AHEAD RIGHT RIGHT LANE BIKES CLOSED MERGE WITH Exhibit "E" AHEAD TRAFFIC SR 531 MP 7.12-7.62 UCB 1698 Page 41 of 48 SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 50 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Phase 1 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 42 of 48 â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 TCP's Approved by City of Arlington Included in Permit for informational purposes ROAD CLOSED 68+00 67+00 ROAD CLOSED 66+00 SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 51 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Phase 1 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 43 of 48 ROAD WORK XX FT TCP's Approved by City of Arlington ROAD WORK Included in Permit for AHEAD informational purposes 7+00 8+00 9+00 10+00 11+00 12+00 ROAD ROAD WORK WORK TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R XX FT AHEAD PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 52 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Phase 1 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 44 of 48 END DETOUR NO ACCESS TO DETOUR ROAD CLOSED NO TURNS NORTHBOUND 43RD AVE NE USE 172ND ST NE VIA TO AT SMOKEY POINT THRU TRAFFIC 43RD AVE NE 43RD AVE NE DETOUR 43RD AVE NE BLVD TCP's Approved by City of Arlington 43RD AVE NE LOCAL ACCESS NO ACCESS TO Included in Permit for LOCAL ACCESS DETOUR TO BUSINESSES USE FOR BUSINESSES 172ND ST NE VIA informational ONLY ON 172ND ST NE 51ST AVE NE 43RD AVE NE purposes OPEN 172ND ST NE DETOUR 172ND ST NE DETOUR NO TURNS AT 43RD AVE NE 43RD AVE NE 172ND ST NE DETOUR 43RD AVE NE NORTHBOUND DETOUR DETOUR 43RD AVE NE USE SMOKEY POINT LOCAL ACCESS NO TURNS BLVD TO BUSINESSES AT ON 172ND ST NE 43RD AVE NE 172ND ST NE OPEN DETOUR 43RD AVE NE 43RD AVE NE USE DETOUR LOCAL ACCESS 51ST AVE NE FOR BUSINESSES ROAD CLOSED ONLY 43RD AVE NE TO DETOUR DETOUR THRU TRAFFIC LOCAL ACCESS TO BUSINESSES ON 172ND ST NE 43RD AVE NE 43RD AVE NE LOCAL ACCESS OPEN FOR BUSINESSES DETOUR 43RD AVE NE ONLY DETOUR DETOUR ROAD CLOSED TO THRU TRAFFIC 43RD AVE NE LOCAL ACCESS FOR BUSINESSES ONLY DETOUR PHASE 1 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 53 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Phase 1 Detour SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. TCP's Approved by City of BIKES Arlington MERGE WITH ROAD LEFT LANE ROAD WORK CLOSED Included in Permit for TRAFFIC AHEAD CLOSED AHEAD informational purposes TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK AHEAD LEFT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 CENTER LANE CLOSURE FOR 172ND ST NE Page 45 of 48 REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 54 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Phase 2 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 46 of 48 â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R TCP's Approved by City of Arlington Included in Permit for 69+00 informational purposes 68+00 67+00 ROAD RIGHT LANE WORK CLOSED AHEAD AHEAD RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD 66+00 CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 55 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Phase 2 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 47 of 48 TCP's Approved by City of Arlington Included in Permit for informational purposes ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 KEEP RIGHT KEEP ROAD WORK AHEAD TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R RIGHT PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 56 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Phase 2 Exhibit "E" SR 531 MP 7.12-7.62 UCB 1698 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. Page 48 of 48 NO ACCESS ROAD CLOSED NO LEFT USE SMOKEY SOUTH OF TO TURN AT TCP's Approved by POINT BLVD 172ND ST NE THRU TRAFFIC 43RD AVE NE City of Arlington Included in Permit for informational purposes USE 51ST AVE NE NO LEFT TURN AT NO LEFT 43RD AVE NE TURN AT 43RD AVE NE NO ACCESS USE SMOKEY SOUTH OF POINT BLVD 172ND ST NE USE 51ST AVE NE ROAD CLOSED TO THRU TRAFFIC PHASE 2 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 57 Office (425) 889-6747 (303)846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI Phase 2 Detour 03/22/22 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 73+00 PB PB 72+00 PB 2+00 3+00 4+00 5+00 6+00 7+00 8+00 C T 71+00 C PB T C Â· Â· C 70+00 Â· Â· PB Â· REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-01 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 41 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-02 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 42 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PB scv PB PB PB REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-03 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 43 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-04 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 44 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-05 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 45 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-06 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 46 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-07 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 47 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-08 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 48 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: PANATTONI DRAWING NO.: A ASI-031 PERMIT REVISION 12/17/2021 DMA DMA 02-23-2022 DEVELOPMENT Panattoni Arlington - TS-09 B ASI-031 PERMIT REVISION 1/25/2022 DMA TENW DRAWN BY: JOB NO.: Transportation Engineering NorthWest COMPANY, LLC Project Roxy C ASI-031.1 PERMIT REVISION 2/23/2022 DMA BVL/KEW 1821 DOCK STREET, SUITE 100 TENW #2020-140 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 49 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF EMS Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM FIBER & RRFB PLAN 57 02-23-2022 Phone: 425-250-0584 DUSTIN QUATTROCCHI SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 73+00 74+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen, P.E. Phone: 425-250-0584 02-23-2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen, P.E. Phone: 425-250-0584 02-23-2022 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Danielle Allen, P.E. Phone: 425-250-0584 02-23-2022 Olympic Pipe Line Company, LLC 600 Southwest 39th Street Suite 275 April 28, 2022 Arlington 2.5M LLC Attn: Dustin Quattrocchi 7887 E. Belleview Avenue, Suite 475 Denver, CO 80111 DQuattrocchi@panattoni.com 303-846-5824 RE: 172nd St Roundabout Project Arlington, Washington BP Ref. # TPR 13399 / File # 3676 & 3677 SN-71 SN-71.7 Dear Mr. Quattrocchi: Thank you for contacting Olympic Pipe Line Company, LLC (OLYMPIC) regarding our permission for the 172nd St Roundabout Project. See Proposed Scope of Work: Scope of Work: 1. Encroachment 1 â€“ â€˜Panattoni Arlington Intersection Traffic Mitigation Plansâ€™ â€“ Sheets 6, 9, 13 and 16; â€˜Gas Profile Sheet Plansâ€™ â€“ Sheet 1 â€“ Arlington 2.5M LLC has proposed removal of a permanent asphalt road, 172nd Street NE, crossing above the Olympic pipelines via sawcutting to a depth of approximately 13 inches with an approved excavator. The road is to be replaced with a permanent asphalt road with concrete curbs and an island crossing above the Olympic pipelines leading to a new roundabout at 172nd Street NE and 43rd Avenue NE. a. Backfilling over the pipelines shall be as per the following: i. Two layers of geotextile material (Johns Manville Spunbound polyester Type 011/250 or similar) shall be placed beneath any permanent aggregate material below the roadway, extending for a minimum of ten feet (10â€™) to either side of the pipelines. ii. Acceptable good quality flowable fill (not to exceed a strength of 100 psi) shall be used to backfill up to the base of the pavement layer and will extend for a minimum distance of five feet (5â€™) on either side of the pipelines. b. The proposed road shall be constructed above the pipelines with no reduction to existing cover. c. The road shall cross the pipelines at as close to a 90 degree angle as is feasible, and no crossing less than 45 degrees will be permitted (proposed 74Â°). 2. Encroachment 2 â€“ â€˜Panattoni Arlington Intersection Traffic Mitigation Plansâ€™ â€“ Sheets 6, 9, 13 and 16; â€˜Gas Profile Sheet Plansâ€™ â€“ Sheet 1 â€“ Arlington 2.5M LLC has proposed removal of two concrete sidewalks along 172nd Street NE crossing above the Olympic pipelines. Removal is to be completed via sawcutting to a depth of approximately 6 inches. The sidewalks are to be replaced with two concrete sidewalks and buffers along 172nd Street NE crossing above the Olympic pipelines. A maximum of 0.99 feet of additional grade is Page 1 of 5 I:\APL\ROW Request\Letters & Documents 2014 proposed along the sidewalks. The area surrounding the vent pipes is to be left unpaved with a maximum fill around the vent pipes on the south side of the road of 6 inches. a. Concrete sidewalk removal within twenty-five feet (25â€™) of the pipelines shall be completed via sawcutting the sidewalk into segments and transporting those segments a minimum of twenty-five feet (25â€™) away from the pipelines for demolition. b. Backfilling over the pipelines shall be as per the following: i. Good quality fill shall be used for backfill and shall be compacted in six inch (6â€) lifts (not to exceed eight inches (8â€)) until surface grade is achieved. c. Two layers of geotextile material (Johns Manville Spunbound polyester Type 011/250 or similar) shall be placed beneath the base of the sidewalks and buffers at the locations where they cross the pipelines and extending for a minimum of ten feet (10â€™) to either side of the pipelines. d. The sidewalks and buffers shall cross the pipelines at as close to a 90 degree angle as is feasible, and no crossing less than 45 degrees will be permitted (proposed 64Â°). e. All Olympic signage, vent pipes and test stations shall be protected during construction. Relocation work shall only be performed by or under the supervision of the Olympic Damage Prevention Specialist. f. Refer to the terms outlined in Item 8 of this approval letter for additional procedures that apply to this encroachment. 3. Encroachment 3 â€“ â€˜Panattoni Arlington Intersection Traffic Mitigation Plansâ€™ â€“ Sheets 39, 41 and 44 â€“ Arlington 2.5M LLC has proposed installation of speed loops above and adjacent to the Olympic pipelines via sawcutting. The speed loops are proposed to be installed within the final asphalt layer a maximum of 3â€ below the surface. a. The proposed speed loops shall be installed above and adjacent to the pipelines with a minimum of two feet (2â€™) of edge to edge vertical separation. b. Refer to the terms outlined in Item 8 of this approval letter for additional procedures that apply to this encroachment. 4. The following procedures apply to multiple encroachments as noted below: a. Encroachments 1, 2, 3 â€“ No excavation or backfilling will be permitted within the pipeline rights of way without the Olympic Damage Prevention Specialist onsite. b. Encroachments 1, 2, 3 â€“ Prior to any earth disturbance, the pipeline depths of cover shall be confirmed by the Olympic Damage Prevention Specialist. c. Encroachments 1, 2, 3 â€“ A minimum of two feet (24â€) of undisturbed soil shall be maintained above the pipelines. Anything less would be considered a scope change and require further review/approval by BP, and if approved, any excavation within two feet (24â€) of the pipelines shall be done by hand. d. Encroachments 1, 2, 3 â€“ Land restoration after construction shall not result in any grade reduction above the pipelines. OLYMPIC has reviewed the project and has determined your proposed project is clear to proceed, subject to the following terms: 1) 811, the national One-Call number, must be contacted, per your state requirements prior to any excavation within the pipeline right-of-way. 2) In addition to the â€œOne Callâ€, BPâ€™s Damage Prevention Specialist, Kyle Meeker (360) 630-3612, shall be contacted at least 48 hours prior to any activities within twenty-five feet (25â€™) of the BP pipeline and must be present prior to commencing work or moving equipment within BP pipeline rights of way. In the event Kyle cannot be reached, please Page 2 of 5 I:\APL\ROW Request\Letters & Documents 2014 contact Adam Groves at (360) 420-5105 48 hours prior to undertaking any activities within the pipeline right of way. 3) If the Olympic Damage Prevention Specialist, in his/her sole discretion, determines that Arlington 2.5M LLC activities could result in damage to the pipeline, such Specialist will notify Arlington 2.5M LLC, or Arlington 2.5M LLCâ€™s contractor. Arlington 2.5M LLC acknowledges that the Olympic Damage Prevention Specialist shall have full authority to stop any of Arlington 2.5M LLCâ€™s excavation or construction related activities in close proximity to the Olympic pipeline if in the Olympic Damage Prevention Specialistâ€™s sole opinion, Arlington 2.5M LLC activities could result in damage to the Olympic pipeline. 4) Arlington 2.5M LLC shall require its contractor to follow the general excavation and construction requirements outlined in Exhibit A; attached hereto, and the drawings attached as Exhibit B when performing activities contemplated under this Agreement. 5) There shall be no storage of material (i.e. excavation spoils) or equipment over the Olympic pipelines without prior written approval. 6) Should silt fence placement be required close to or over the pipelines, the Olympic Damage Prevention Specialist shall be contacted first in order to approve placement of the stakes (a minimum of five feet (5â€™) from the pipelines) and flag the location of the pipelines. 7) Should project sign placement be required close to or over the pipelines, the Olympic Damage Prevention Specialist shall be contacted first in order to approve placement of the sign posts (a minimum of five feet (5â€™) from the pipelines) and flag the location of the pipelines. 8) If applicable, all Olympic signage, vent pipes and test stations shall be protected during construction. Should any of these need relocation due to construction, this work shall only be performed by or under the supervision of the Olympic Damage Prevention Specialist. 9) The following equipment inventory list (as defined by the specs submitted for â€˜13399 - OPLC Design Plan Submittal_Roxy Completed_Equipment List.pdfâ€™ document) was submitted for approval to cross Olympicâ€™s pipelines: a. Kenworth T880 T&T Dump Truck b. Kenworth T880 Solo Dump Truck c. Kenworth T880 Side Dump Truck d. John Deere 872G Motor Grader e. Caterpillar CS-563 Vibratory Smooth Drum Roller (vibration turned off) f. Komatsu WA380-3 Wheel Loader g. Caterpillar 420E Loader Backhoe h. Caterpillar 305.5E CR Excavator i. Komatsu PC228USLC-10 Excavator j. Komatsu PC200-8 Excavator k. Caterpillar 335 Excavator l. Komatsu D61PX-12 Dozer m. Komatsu D39EX-21 Dozer n. Komatsu PC360LC-10 Excavator 10) The above equipment inventory list has been approved subject to the following requirements: a. Areas of crossing shall be clearly defined by the Olympic Damage Prevention Specialist and kept to a minimum. Page 3 of 5 I:\APL\ROW Request\Letters & Documents 2014 b. The pipelines shall be clearly flagged, and safety fence or silt fence shall be utilized to prevent accidental/unauthorized equipment crossings. c. The Olympic Damage Prevention Specialist shall confirm proper depth of cover exists at the crossing location prior to the start of construction/crossing the Olympic pipelines. d. The equipment shall only cross the Olympic pipelines at the proposed crossing locations with a minimum depth of cover to top of pipeline of 2.25â€™ for the 16â€ Allen â€“ Renton Pipeline and 3.75â€™ for the 20â€ Allen â€“ Renton Pipeline. If enough grade is removed that the minimum depth of cover is less than this, then the revised conditions will need to be submitted to BP for analysis and approval before equipment can cross at those reduced locations. e. The Caterpillar CS-563 Vibratory Smooth Drum Roller shall only cross the pipelines with the vibratory function turned off. f. One layer of geotextile material (Johns Manville Spunbound polyester Type 011/250 or similar) shall be placed beneath any additional fill and existing grade. g. Equipment must cross the pipeline rights of way at as near to a 90Â° angle as is feasible. h. No equipment shall operate over the pipelines longitudinally. i. No track type equipment shall be permitted to pivot or turn directly over the top of the pipelines. j. A scraper or pan type tractor shall not be used for removal of soil within ten feet (10â€™) of the centerlines of the pipelines. Rubber tire or small track type equipment is an acceptable alternative. k. A sheepsfoot roller shall not be used for compaction purposes within five feet (5â€™) or directly above the centerlines of the pipelines. l. No vibratory rollers shall be used within three feet (3â€™) of the centerlines of the pipelines until the compacted cover over the pipelines has reached a depth of three and one-half feet (3 Â½â€™). Should the scope of your project change and it become necessary to operate equipment in close proximity to OLYMPICâ€™S right-of-way, a list of the proposed equipment, and when applicable revised drawings, must be submitted to OLYMPIC for review and analysis. The change(s) to your scope of project cannot proceed until OLYMPIC provides written approval for the contemplated changes in scope and/or equipment. Note: Per relevant state law, 811, the national One-Call number, must be contacted prior to commencement of any approved excavation related activities. For your further reference, included with this letter is a copy of OLYMPICâ€™s Excavation and Construction Guidelines. If you have any questions or concerns please contact Chase Wakefield at (425) 981-2585 or chase.wakefield@bp.com. Best regards, Joseph A. Stone, SR/WA Right-of-Way Agent JAS: cw Page 4 of 5 I:\APL\ROW Request\Letters & Documents 2014 Exhibit A Excavation Specific Requirements 1. No excavation or construction activity will be permitted in the vicinity of a pipeline until all appropriate communications have been made with OLYMPICâ€™s field operations and the Right-of-Way Department. A formal engineering assessment may be required. 2. There shall be no excavation or backfilling within the pipeline right-of-way for any reason without a representative of OLYMPIC on-site giving permission. 3. In some instances, excavation and other construction activities around certain pipelines can be conducted safely only when the pipeline operating pressure has been reduced. Contractors are therefore cautioned that excavation which exposes or significantly reduces the cover over a pipeline may have to be delayed until the reduced operating pressures are achieved. General Construction Activities 1. The contractor shall not be permitted to transport construction materials or equipment longitudinally over the pipeline. 2. Where it is necessary for construction equipment (i.e., tractors, backhoes, dump trucks, etc.) or equipment transporting construction materials to cross the pipeline, the crossing of the pipeline right-of-way shall be at, or as near to, a 90Ëš angle as is feasible. 3. To gain access to the job site, the contractor shall submit a plan indicating where construction equipment will cross the pipeline, along with the depth of the pipe at the crossings, any proposed ramping over the pipeline, together with the following specifications for the equipment: type and weight of equipment; for track equipment â€“ track width and length; for wheeled equipment â€“ number of axles (single or tandem axles). OLYMPIC will perform a stress factor calculation to determine if the equipment can safely cross the pipeline. If crossing of the pipeline is allowed, special measures may need to be taken to ensure the integrity of the pipeline. 4. No track type construction equipment shall be permitted to pivot or turn directly over the top of the pipeline. 5. A scraper or pan type tractor shall not be used for removal of soil within ten feet (10â€™) of the centerline of the pipeline. Rubber tire or small track type equipment is an acceptable alternative. 6. A sheepsfoot roller shall not be used for compaction purposes within five feet (5â€™) or directly above the centerline of the pipeline. 7. No vibratory rollers shall be used within three feet (3â€™) of the centerline of the pipeline until the compacted cover over the pipeline has reached a depth of three and one-half feet (3 Â½â€™). Page 5 of 5 I:\APL\ROW Request\Letters & Documents 2014 EXHIBIT B EXHIBIT B EXHIBIT B EXHIBIT B EXHIBIT B EXHIBIT B EXHIBIT B EXHIBIT B G Series AC TO SOLAR RETROFIT GUIDE For all AC-powered G Series systems 89321_RETROFIT-GUIDE_AC-to-Solar-G-Series_RevD Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com AC TO SOLAR RETROFIT GUIDE Table of Contents 1.0 Warnings and Precautions ................................................................................................................................3 1.1 Warranty Disclaimer ...................................................................................................................................3 1.2 Standards ...................................................................................................................................................3 1.3 Safety and Usage Precautions ...................................................................................................................3 2.0 AC to Solar Retrofit Kit ......................................................................................................................................5 3.0 Installation Procedure ........................................................................................................................................5 3.1 Removing AC Components ........................................................................................................................6 3.2 Installing Battery Bumpers ..........................................................................................................................8 3.3 Installing Solar Panel, Mount, and Harness ...............................................................................................8 3.4 Installing Battery and Final Connections ....................................................................................................8 Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 2 AC TO SOLAR RETROFIT GUIDE 1.0 Warnings and Precautions The following symbols indicate important safety warnings and precautions throughout this guide: WARNING indicates that serious bodily harm or death may result from failure to adhere to the precautions. CAUTION indicates that damage to equipment may result if the instructions are not followed. NOTE suggests optimal conditions and provides additional information. 1.1 Warranty Disclaimer This guide will familiarize you with the features and installation of the Carmanah AC to solar retrofit kit. Failure to comply with the use, storage, maintenance, installation or placement instructions detailed in this guide could void the warranty. 1.2 Standards Perform all installation, wiring, grounding and maintenance in conformance with local building and electrical codes. Adherence to the National Electrical Code (NEC) is mandatory to comply with any certification markings. Non-adherence to code may void the warranty. 1.3 Safety and Usage Precautions Use extreme caution when handling the batteries as they can generate hazardous short-circuit currents. Remove all jewelry (bracelets, metal-strap watches, etc.) before entering the cabinet. Before lifting any heavy or bulky equipment, ensure the load is secured so moving parts do not shift, and that it can be lifted as far as needed without back strain or loss of grip. Installation may require more than one person. Ensure the equipment is not powered during installation and wiring of the system. Recheck all completed wiring for proper polarity prior to energizing the system. Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 3 AC TO SOLAR RETROFIT GUIDE Changes or modifications to Carmanah equipment not expressly approved by Carmanah could void both the user's authority to operate the equipment and the warranty. All Carmanah traffic products use a constant-current LED output circuit. Not all traffic beacons are compatible with this output. Please contact Carmanah for additional information and guidance when adding or replacing beacons or other hardware. Product can have sharp edges. Accidental movement of hinged components can cause injury. This guide is specific to retrofitting the G Series cabinet from AC to solar power and is not a replacement for the complete G Series product user manual. Visit support.carmanah.com to download the complete product user manual. Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 4 AC TO SOLAR RETROFIT GUIDE 2.0 AC to Solar Retrofit Kit The retrofit kit includes: â€¢ Cable ties (2) â€¢ Battery harness (1) â€¢ Rubber bumpers (6) â€¢ Fuses (2) â€¢ Ratings label (1) Additional items necessary for installation are: â€¢ Solar panel - various sizes (1) â€¢ Solar panel mount - various sizes and types (1) â€¢ Solar panel harness - various lengths (1) â€¢ Battery â€“ various sizes (1) 3.0 Installation Procedure This guide is for installing the AC to solar retrofit kit into one of the following compatible Carmanah systems: â€¢ G Series: SC315-G, R820-G, R829-G, R247-G Refer to the full product user manual for more details at support.carmanah.com. There are various options available for the G Series cabinet so your product may differ from what is depicted throughout this guide. G Series AC Cabinet Example Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 5 AC TO SOLAR RETROFIT GUIDE 3.1 Removing AC Components Live AC power may be present. Only qualified personnel should carry out the following retrofit. 1. Access the inside of the power cabinet and switch the circuit breaker to the off position. Isolate the AC power at the source so it is no longer feeding the cabinet. 2. Remove Solar (spare fuse) and DC Power fuses from the fuse holders on right side of cabinet. 2. Remove the DC power wires (red and black) on the right side of the cabinet. Install the solar product label above the previous label(s) on the user interface plate and on the outside of the cabinet. Ensure the surface is cleaned with isopropyl alcohol and is dried before applying the labels. Cross out the AC power ratings information on the label with a permanent marker. Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 6 AC TO SOLAR RETROFIT GUIDE 3. Ensure the AC feed is not energized before proceeding. Remove the AC input wires from the terminal blocks (line, neutral, and ground). Cap them off with wire nuts one at a time. 4. Remove the four screws securing the AC backplane and remove from the cabinet. 5. Remove ground wire from the bus bar: a. If you have the optional Polara XAV push button controller installed on the left side of the cabinet, the longer section of ground wire can be removed between the bus bar and XAV cover. b. If you do not have the optional Polara XAV push button, remove the ground wire from the system. There will be a ground wire that remains from the cabinet door to the inner cabinet. Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 7 AC TO SOLAR RETROFIT GUIDE 3.2 Installing Battery Bumpers 1. Prep the surface of the inner cabinet with isopropyl alcohol and mount the six (6) battery bumpers in the locations outlined below: 3.3 Installing Solar Panel, Mount, and Harness 1. Refer to the G Series manual for solar panel and mount installation details. The G Series manual can be found on the Carmanah website: support.carmanah.com. a. Top of pole solar panel mounts will include a plastic pole cap. Systems located in Miami-Dade County will require a metal cap for the top of pole mount. Please contact Carmanah for more information on Miami-Dade County specific installation details. 2. Connect the solar harness to the Solar portion of the DC Input Power terminals (red wire with yellow heat shrink to YL +, black wire with brown heat shrink to BN âˆ’). 3. Secure the solar harness to the mounting plate using cable ties to ensure adequate strain relief. 3.4 Installing Battery and Final Connections Battery installation should not be carried out in windy conditions. In all cases, the area at the base of the post must be roped off for safety. 1. Refer to the G Series manual for battery installation. The G Series manual can be found on the Carmanah website: support.carmanah.com. 2. Install the battery harness the fork terminals onto the DC input power battery terminals (red wire to RD +, black wire to BK âˆ’). Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 8 AC TO SOLAR RETROFIT GUIDE 3. Secure the battery harness to the same location previously used for the solar panel harness. 4. Install the battery into the cabinet with terminals toward you. 5. Install ring terminals onto the battery terminals (red wire to battery positive +, black wire to battery negative âˆ’ battery terminal). 6. Insert Solar and Battery/DC Power fuses into fuse holders on right side of cabinet. 7. Ensure the EMS (Energy Management System) powers up and the OBUI (on board user interface) visibly lights up. If the EMS does not power up, verify the battery fuse is not blown and the solar polarity is not backwards. 8. Test system and ensure it is operating as prior to the retrofit: a. Ensure the solar panel voltage (solr) is between 15 to 20V when it is exposed to sunlight. b. Run the BIST (built-in self-test) and verify there are no errors, in particular the charging error (4000). c. Let the system charge for a few minutes and monitor with a DC voltmeter across the battery (or view the battery voltage on the OBUI) to confirm battery voltage rises under the battery (batt) status menu. For 24/7 beacon systems you may need to temporarily change the input (inpt) type to NO (normally open) or disconnect the LED loads, so the system isnâ€™t under a constant power draw. d. Visit support.carmanah.com for a list of BIST error codes. Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 9 AC TO SOLAR RETROFIT GUIDE Â© 2022 Carmanah Technologies Corporation Technical Support: Email: customersupport@carmanah.com Toll Free: 1.877.722.8877 (US & Canada) Worldwide: 1.250.380.0052 Fax: 1.250.380.0062 Web: carmanah.com Carmanah Technologies Corp. | 250 Bay St, Victoria, BC V9A 3K5, Canada | 1.250.380.0052 | customersupport@carmanah.com | carmanah.com 10 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PANATTONI ARLINGTON INTERSECTION TRAFFIC MITIGATION ASBUILTS SCHEDULE OF DRAWINGS SHT. NO. DWG. NO. DESCRIPTION 01 CVR COVER SHEET 02 - 03 AL-1 - AL-1B HORIZONTAL CONTROL PLAN 04 - 05 EC-1 - EC-1B EXISTING CONDITIONS AND SURVEY CONTROL PLANS 06 - 07 RM-1 - RM-1B REMOVAL AND T.E.S.C PLANS 08 RM-2 EROSION CONTROL DETAILS 09 - 11 XS-1 - XS-2B TYPICAL ROADWAY SECTIONS 12 XS-3 CURB DETAILS 13 - 14 PV-1 - PV-1B PAVING PLAN 15 PV-2 TRUCK APRON JOINTING DETAIL 16 - 20 PP-1 - PP-2D 172ND ST NE PLAN AND PROFILE 21 PP-3 43RD AVE NE PLAN AND PROFILE 22 - 23 SD-1 - SD-1B 172ND ST NE STORM DRAINAGE PLANS AND PROFILE 24 SD-2 43RD AVE NE STORM DRAINAGE PLANS AND PROFILE 25 SD-3 STORM DRAINAGE DETAILS 26 - 27 ADA-1 - ADA-2 ACCESSIBILITY DETAILS 28 - 32 PM-01 - PM-05 PAVEMENT MARKING PLAN 33 - 38 SG-01 - SG-06 SIGNING PLAN 39 - 40 IL-01 - IL-02 ILLUMINATION PLAN 41 - 49 TS-01 - TS-09 FIBER AND RRFB PLAN 50 - 57 TCP-01 - TCP-08 TRAFFIC CONTROL PLAN VICINITY MAP Call N.T.S. before you D g. 8-1-1 or 1-800-424-5555 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy CVR B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 01 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 COVER SHEET 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET 74+00 43RD AVENUE NE 400.00' 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. N1Â° 35' 20"E 1688327; NO DOCUMENT REVIEWED OR PROVIDED; EXTENDED THE EASEMENT NW'LY FROM REC. NO. 1732490 172ND HOLDINGS LLC 31052100304800 CORP OF PRESIDING BISHOP OF LDS 73+00 31052100304300 46.00' STA:4+14.86, 78.00' LT STA:3+68.91, 74.49' LT 30.00' 16.00' STA:4+28.86, 78.20' LT PROPOSED RIGHT-OF-WAY STA:2+16.33, 40.00' LT (2,150 SF) STA:3+36.03, 54.00' LT STA:4+57.27, 50.00' LT 172ND HOLDINGS LLC 31052100304800 STA:2+76.35, 54.00' LT MATCHLINE STA 11+00 SHEET PROPOSED RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY (13,310 SF) (125 SF) WSDOT ROW 72+00 WSDOT ROW BP: 0+00.00 54.00' 172ND ST NE STA: 4+00 = 40.00' 43RD AVE NE STA: 71+46.00 0+00 PI: 4+00.00 1+00 (STA: 176+10.33 PER WSDOT 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 172ND ROW PLANS) 86.00' 400.00' 4+00 PI: 71+46.00 5+00 80.00' S87Â° 34' 26"E 6+00 N 423183.60 2610.44' 7+00 BP: 11+25.23 8+00 E 1313201.08 9+00 50.00' 50.00' N 423109.13 30.00' 10+00 11+00 90.7Â° 89.3Â° E 1313737.67 172ND ST NE WSDOT ROW STA:1+10.57, 46.00' RT 11+25 WSDOT ROW 71+00 STA:1+10.62, 50.00' RT WAL-MART STORES INC STA:3+31.56, 50.00' RT 12+00 31052800207000 13+00 HERITAGE BANK 14+00 STA:4+74.68, 30.00' RT 15+00 31052800207000 16+00 AHBL #102 PI: 11+87.10 AMAZON.COM SERVICES LLC S73Â° 57' 35"E N 423135.39 31052800100500 STA:3+69.07, 82.69' RT 61.87' E 1313663.02 PROPOSED RIGHT-OF-WAY S87Â° 31' 16"E AHBL #103 EL: 125.47 765.32' N 423123.27 AL-1B NAIL AND WASHER OUTSIDE EDGE OF SHARED USE PATH E 1314257.93 68.00' STA:4+36.88, 67.68' RT EL: 123.64 NAIL AND WASHER PROPOSED RIGHT-OF-WAY (458 SF) 70+00 32.00' 36.00' HERITAGE BANK NOTES ALIGNMENT LEGEND 31052800207000 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE 1146.00' CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER N1Â° 41' 03"E WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM 69+00 CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. 43RD AVENUE NE TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WAL-MART STORES INC 00930300000301 30.00' WIDE OIL AND GAS PIPELINE EASEMENT REC. NO. 1732490 (TITLE 202151-SC, ITEM 1) 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy AL-1 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 2 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N NOTES ALIGNMENT LEGEND GRAPHIC SCALE 1. WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS AND THE 2021 WSDOT PROPERTY LINE / RIGHT-OF-ROW 0 20 40 80 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION WHICH ARE HEREBY REFERENCED AS A PART OF THESE PLANS. PROPOSED RIGHT-OF-ROW 1" = 40 FEET 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE LIMITED ACCESS EXISTING CONDITIONS SHOWN ON THIS PLAN SET ARE BASED UPON SURVEY, PREPARED BY AHBL. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SURVEY MARKER WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE WORK WHICH WOULD BE AFFECTED. VERTICAL DATUM CAUTION - NOTICE TO CONTRACTOR NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON OBSERVATIONS USING WSRN AND GEOID 2012A. THESE PLANS IS BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 A MINIMUM OF 48 BASIS OF BEARING HOURS PRIOR TO PLANNED EXCAVATION. TO REQUEST UTILITY LOCATES, CALL OR 811. NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, MATCHLINE STA 22+00 SEE BELOW MATCHLINE STA 11+00 SHEET BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 BP: 40+00.00 40+00 16+00 N 423116.85 S78Â° 06' 24"E 17+00 18+00 E 1314405.76 239.15' 30.00' 19+00 41+00 172ND ST NE 20+00 21+00 PI: 42+39.15 22+00 S87Â° 31' 16"E 415.02' 42+00 WSDOT ROW PI: 46+54.17 17+00 18+00 43+00 19+00 44+00 45+00 20+00 46+00 47+00 48+00 PC: 19+52.42 49+00 50+00 21+00 Î”=9Â°27'35" 22+00 23+00 R=65.00' 24+00 L=10.73' PT: 20+30.88 25+00 26+00 27+00 PT: 19+63.16 AL-1 AMAZON.COM SERVICES LLC Î”=9Â°27'35" S87Â° 31' 16"E 31052800100500 S78Â° 03' 41"E R=75.00' 533.85' OUTSIDE EDGE OF SHARED USE PATH PI: 25+64.73 55.34' L=12.38' PROPOSED RIGHT-OF-WAY OUTSIDE EDGE OF RIGHT TURN LANE S89Â° 37' 21"E PC: 20+18.50 299.98' MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW 22+00 23+00 50.00' 24+00 25+00 26+00 27+00 80.00' PI: 30+10.44 28+00 EP: 31+10.44 S89Â° 17' 56"E 29+00 746.34' S89Â° 55' 31"E 30+00 31+00 172ND ST NE 90.00' S88Â° 30' 27"E 250.23' 50+00 51+00 52+00 53+00 30.00' EP: 56+50.74 100.00' WSDOT ROW 54+00 PI: 54+00.51 55+00 56+00 56+51 N 423040.16 31+10 E 1316050.93 28+00 29+00 30+00 31+00 32+00 PI: 28+64.71 65.00' 33+00 OUTSIDE EDGE OF PC: 32+34.76 S87Â° 31' 16"E SHARED USE PATH Î”=19Â°50'45" 34+00 370.05' R=159.99' 35+00 35+56 L=55.42' FUTURE OUTSIDE EDGE OF RIGHT TURN LANE PROPOSED RIGHT-OF-WAY PRC: 32+90.18 Î”=20Â°10'49" PT: 33+53.57 R=179.99' AMAZON.COM SERVICES LLC L=63.39' S87Â° 51' 20"E N 422970.75 202.09' E 1316159.25 31052800100500 EP: 35+55.66 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy AL-1B C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 3 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM HORIZONTAL CONTROL PLAN 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. VERTICAL DATUM EXISTING LEGEND N GRAPHIC SCALE NAVD 1988 VERTICAL DATUM ON FOUND MONUMENT AS NOTED P POWER MANHOLE ORTHOMETRICALLY CORRECTED GPS 0 20 40 80 OBSERVATIONS USING WSRN AND GEOID 2012A. HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT SET REBAR AND CAP LUMINAIRE 1" = 40 FEET BASIS OF BEARING FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE NAD 1983/11 MONITORING WELL TELEPHONE RISER 74+00 WASHINGTON STATE PLANE NORTH PROJECTION, BOLLARD TELEPHONE VAULT BASED ON GPS OBSERVATIONS USING WSRN MAIL BOX FIRE HYDRANT AND GEOID 2012A. UNITS OF MEASUREMENT ARE SIGN AS NOTED IRRIGATION CONTROL VALVE US SURVEY FEET. UNKNOWN VAULT WATER METER 43RD AVENUE NE GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED 400.00' TEST PIT DECIDUOUS TREE AS NOTED N1Â° 35' 20"E SANITARY SEWER MANHOLE STORM CLEANOUT 172ND HOLDINGS LLC LEFT TURN ARROW STORM CATCH BASIN 31052100304800 STORM MANHOLE RIGHT TURN ARROW ROOF DRAIN 73+00 CABLE RISER STRAIGHT ARROW 46.00' GAS METER STORM LINE GAS VALVE SEWER LINE 30.00' 16.00' WATER LINE TRAFFIC SIGNAL POLE CORP OF PRESIDING GAS LINE TRAFFIC CABINET ELECTRICAL LINE BISHOP OF LDS POWER TRANSFORMER COMMUNICATION LINE 31052100304300 172ND ST NE STA: 4+00 = GUY ANCHOR FENCE 43RD AVE NE STA: 71+46.00 172ND HOLDINGS LLC UTILITY POWER POLE ASPHALT 31052100304800 JUNCTION BOX CONCRETE WSDOT ROW MATCHLINE STA 11+00 SHEET 72+00 WSDOT ROW 54.00' 40.00' 0+00 1+00 50.00' 85.00' S87Â° 34' 30"E 2+00 3+00 86.00' 400.00' 4+00 5+00 80.00' S87Â° 34' 26"E 6+00 2610.44' 7+00 8+00 9+00 50.00' 10+00 50.00' 30.00' 11+00 172ND ST NE WSDOT ROW T 71+00 WSDOT ROW WAL-MART STORES INC HERITAGE BANK 31052800207000 AMAZON.COM SERVICES LLC 31052800207000 31052800100500 68.00' EC-1B 70+00 32.00' 36.00' HERITAGE BANK 31052800207000 1146.00' N1Â° 41' 03"E 69+00 43RD AVENUE NE WAL-MART STORES INC 00930300000301 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy EC-1 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 4 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 I TRAVIS HALE SURVEY CONTROL PLANS 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON 1" = 40 FEET ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983/11 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. MATCHLINE STA 11+00 SHEET MATCHLINE STA 22+00 SEE BELOW WSDOT ROW 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW AMAZON.COM SERVICES LLC 31052800100500 EC-1 MATCHLINE STA 22+00 SEE ABOVE WSDOT ROW EXISTING LEGEND FOUND MONUMENT AS NOTED P POWER MANHOLE HUB AND TACK POWER METER SET NAIL AND WASHER POWER VAULT 22+00 T 23+00 T SET REBAR AND CAP LUMINAIRE 50.00' 24+00 25+00 FOUND PROPERTY CORNER T COMMUNICATIONS MANHOLE 26+00 80.00' MONITORING WELL TELEPHONE RISER 27+00 28+00 BOLLARD TELEPHONE VAULT 29+00 172ND ST NE 30+00 31+00 MAIL BOX FIRE HYDRANT S88Â° 30' 27"E SIGN AS NOTED IRRIGATION CONTROL VALVE 30.00' 100.00' WSDOT ROW 31+10 UNKNOWN VAULT WATER METER GATE POST WATER VALVE UNKNOWN MANHOLE CONIFEROUS TREE AS NOTED TEST PIT DECIDUOUS TREE AS NOTED AMAZON.COM SERVICES LLC SANITARY SEWER MANHOLE 31052800100500 STORM CLEANOUT LEFT TURN ARROW STORM CATCH BASIN STORM MANHOLE RIGHT TURN ARROW T ROOF DRAIN CABLE RISER STRAIGHT ARROW GAS METER STORM LINE GAS VALVE SEWER LINE WATER LINE TRAFFIC SIGNAL POLE GAS LINE TRAFFIC CABINET ELECTRICAL LINE POWER TRANSFORMER COMMUNICATION LINE GUY ANCHOR FENCE UTILITY POWER POLE ASPHALT JUNCTION BOX CONCRETE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy EC-1B C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 5 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 EXISTING CONDITIONS AND OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 I TRAVIS HALE SURVEY CONTROL PLANS 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. KEYNOTES IP 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. PAVEMENT REMOVAL NOTE 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. ALL ASPHALT PAVEMENT TO BE REMOVED WITHIN 25' OF N EACH BP GAS PIPELINE SHALL BE REMOVED VIA MILLING. GRAPHIC SCALE 3 PROTECT EXISTING GAS LINE. CONCRETE SIDEWALK REMOVAL IN THESE AREAS SHALL 0 20 40 80 BE COMPLETED BY SAWCUTTING THE SIDEWALK INTO 4 PROTECT EXISTING CULVERT. SEGMENTS AND TRANSPORTING THE SEGMENTS AT 74+00 LEAST 25' AWAY FROM THE PIPELINES FOR DEMOLITION. 5 PROTECT EXISTING WATER UTILITY. 1" = 40 FEET IP 6 PROTECT EXISTING SURVEY MARKER. 43RD AVENUE NE 7 PROTECT EXISTING SERVICE CABINET. SAWCUT LINE (TYP.) 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. CORP OF PRESIDING PROTECT EXISTING 400.00' BISHOP OF LDS STORM DRAINAGE N1Â° 35' 20"E 31052100304300 9 PROTECT COMMUNICATIONS PEDESTAL. PIPE 172ND HOLDINGS LLC 5 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. 31052100304800 PROTECT EXISTING FENCE 3 11 EXISTING SIGN TO BE RELOCATED. 73+00 EXISTING FIBER LINE SHALL BE 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. 5 MAINTAINED AND KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 13 EXISTING JUNCTION BOX TO BE RELOCATED. PROTECT EXISTING FENCE NEW IMPROVEMENTS (TYP.) PROPOSED BIORETENTION CELL 5 14 EXISTING STREET LIGHT TO BE RELOCATED. PROTECT EXISTING STORM AVOID COMPACTION FROM 12 DRAINAGE STRUCTURE HEAVY EQUIPMENT PROTECT EXISTING STORM 3 15 EXISTING SERVICE CABINET TO BE RELOCATED. 172ND HOLDINGS LLC 13 EXISTING SURVEY REMOVE EXISTING 31052100304800 DRAINAGE PIPE AND FILL WITH CDF 13 EXISTING FENCE TO TREES WITHIN ROW MARKER TO BE IP 5 RELOCATED BE RELOCATED AND CLEARING LIMITS 16 PROTECT EXISTING SANITARY SEWER. IP 8 OUTSIDE OF ROW EXISTING FENCE TO 13 BE RELOCATED 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. WSDOT ROW OUTSIDE OF ROW MATCHLINE STA 11+00 SHEET 8 11 12 72+00 13 14 WSDOT ROW PROTECT EXISTING PROTECT EXISTING PROTECT EXISTING 16 14 8 STREET SIGN 13 TREES STORM DRAINAGE 0+00 SAWCUT LINE 14 2 S87Â° 34' 30"E1+00 (TYP.) 3 2+00 16 400.00' 3+00 4+00 5+00 16 6+00 IP 13 IP 5 7+00 8+00 9+00 SAWCUT LINE (TYP.) 10+00 5 11+00 WSDOT ROW 172ND ST NE S87Â° 34' 26"E SAWCUT LINE 2610.44' T 7 13 ALONG FOG LINE IP PROTECT EXISTING 6 WSDOT ROW STORM DRAINAGE IP 16 71+00 14 11 5 2 13 12 5 3 9 8 3 14 17 6 1 17 WAL-MART STORES INC PROTECT EXISTING STORM DRAINAGE 31052800207000 SAWCUT LINE ALONG PROPERTY LINE 2 HERITAGE BANK AMAZON.COM SERVICES LLC 31052800207000 2 6 13 5 3 31052800100500 9 EXISTING FIBER LINE SHALL BE 15 2 PROTECT EXISTING MAINTAINED AND KEPT OPERATIONAL 6 HYDRANT THROUGHOUT CONSTRUCTION EXISTING SERVICE CABINET SHALL BE MAINTAINED AND 11 RM-1B KEPT OPERATIONAL THROUGHOUT CONSTRUCTION 70+00 HERITAGE BANK TESC AND DEMOLITION LEGEND 31052800207000 WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR 8 LOOPS TO BE REMOVED SAWCUT LINE PROTECT EXISTING FIRE HYDRANT SILT FENCE ASPHALT PAVEMENT TO REMAIN SAWCUT LINE (TYP.) 1146.00' CURB REMOVAL CONCRETE SIDEWALK TO REMAIN N1Â° 41' 03"E 5 DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN 69+00 DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN PROTECT EXISTING IP STORM DRAINAGE ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN 43RD AVENUE NE EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN CATCH BASIN TO REMAIN WAL-MART STORES INC 00930300000301 CATCH BASIN TO BE REMOVED DEMOLITION NOTE TRAFFIC SIGNALS TO BE REMOVED. REMOVED CAMERA SHALL BE RETURNED TO WSDOT. 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy RM-1 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 6 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. TESC AND DEMOLITION LEGEND NOTE WORK/CLEARING LIMITS EXISTING TRAFFIC SENSOR CONTRACTOR SHALL PROTECT ALL EXISTING UTILITY POLES, GUY LOOPS TO BE REMOVED N WIRES, AND OVERHEAD POWER LINES EXCEPT WHERE NOTED ON SAWCUT LINE GRAPHIC SCALE THE PLANS. NOTIFY ENGINEER WITH ANY CONFLICTS. SILT FENCE ASPHALT PAVEMENT TO REMAIN 0 20 40 80 CURB REMOVAL CONCRETE SIDEWALK TO REMAIN 1" = 40 FEET DEMO AND REMOVE ASPHALT WATER LINE TO REMAIN DEMO AND REMOVE CONCRETE STORM DRAINAGE TO REMAIN ASPHALT GRIND 0.15' BELOW EXISTING POWER LINE TO REMAIN STORM DRAINAGE PIPE REMOVAL GAS LINE TO REMAIN EXISTING GRADE/DAYLIGHT LINE SANITARY SEWER LINE TO REMAIN INLET PROTECTION IP COMMUNICATION LINE TO REMAIN MATCHLINE STA 11+00 SHEET CATCH BASIN TO REMAIN MATCHLINE STA 22+00 SEE BELOW CATCH BASIN TO BE REMOVED WSDOT ROW EXISTING FIBER LINE SHALL BE MAINTAINED AND KEPT OPERATIONAL SAWCUT LINE (TYP.) THROUGHOUT CONSTRUCTION 50.00' 11+00 12+00 13+00 80.00' 14+00 15+00 172ND ST NE SAWCUT LINE (TYP.) 16+00 17+00 18+00 30.00' 19+00 20+00 21+00 22+00 WSDOT ROW 5 5 3 EXISTING FIBER LINE SHALL BE 11 MAINTAINED AND KEPT OPERATIONAL PROTECT EXISTING RM-1 THROUGHOUT CONSTRUCTION 2 AMAZON.COM SERVICES LLC HYDRANT REMOVE EXISTING 31052800100500 6 EXISTING FIBER LINE SHALL BE NEW IMPROVEMENTS (TYP.) GRAVEL DRIVEWAY 3 MAINTAINED AND KEPT OPERATIONAL 2 2 THROUGHOUT CONSTRUCTION DEMOLITION ON PRIVATE PROPERTY UNDER SEPARATE PERMIT MATCHLINE STA 22+00 SEE ABOVE KEYNOTES WSDOT ROW 1 PROTECT EXISTING UTILITY POLE, GUY WIRES, AND OVERHEAD UTILITIES. 2 PROTECT EXISTING POWER/COMMUNICATION UTILITY. 5 3 REMOVE EXISTING TREE SAWCUT LINE (TYP.) 3 PROTECT EXISTING GAS LINE. 22+00 T 23+00 T 50.00' 24+00 25+00 4 PROTECT EXISTING CULVERT. 26+00 27+00 80.00' 28+00 5 PROTECT EXISTING WATER UTILITY. 29+00 30+00 172ND ST NE 31+00 S88Â° 30' 27"E 6 PROTECT EXISTING SURVEY MARKER. 30.00' 100.00' WSDOT ROW 31+10 7 PROTECT EXISTING SERVICE CABINET. 8 PROTECT EXISTING STREETLIGHT AND JUNCTION BOX. 9 PROTECT COMMUNICATIONS PEDESTAL. PROTECT EXISTING 10 REMOVE EXISTING STREETLIGHT AND JUNCTION BOX. HYDRANT 11 5 T 11 EXISTING SIGN TO BE RELOCATED. PROTECT EXISTING REMOVE EXISTING NEW IMPROVEMENTS (TYP.) HYDRANT WATER METER AND 12 EXISTING POWER/COMMUNICATION UTILITY TO BE RELOCATED. VALVE AMAZON.COM SERVICES LLC 11 2 31052800100500 13 EXISTING JUNCTION BOX TO BE RELOCATED. 14 EXISTING STREET LIGHT TO BE RELOCATED. 51ST AVE NE 15 EXISTING SERVICE CABINET TO BE RELOCATED. REMOVE EXISTING GRAVEL DRIVEWAY DEMOLITION ON PRIVATE DEMOLITION ON ALONG 16 PROTECT EXISTING SANITARY SEWER. PROPERTY UNDER 51ST AVENUE NE UNDER SEPARATE PERMIT SEPARATE PERMIT 17 EXISTING UTILITY POLE AND GUY WIRE TO BE RELOCATED. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy RM-1B C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 7 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM REMOVAL AND T.E.S.C. PLANS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy RM-2 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 8 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM EROSION CONTROL DETAILS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) ROADWAY CL 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) VARIES 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 3' PAVED SPLITTER ISLAND 3' PAVED 8' SIDEWALK BUFFER PAVEMENT WIDTH VARIES WIDTH VARIES PAVEMENT WIDTH VARIES BUFFER 10' (TYPICAL) SIDEWALK 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 1.5% 1.5% 1' VARIES 1' 1.5% 1.5% 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER VARIES VARIES NOT STEEPER NOT STEEPER THAN 4H:1V 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) THAN 4H:1V 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 4 19 19 4 14 13 13 14 3 8 8 3 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 8 3 2 1 19 1 2 3 8 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 3 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. NE 172ND ST SECTION A NE 172ND ST STA: 1+62.13 TO STA: 3+40.03 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) A NOT TO SCALE 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. ROADWAY CL 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER BUFFER WIDTH 19 SHOULDER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. VARIES 3' MIN. LANE LANE WIDTH 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 5' SIDEWALK WIDTH VARIES WIDTH VARIES VARIES 1.5% VARIES VARIES NOT STEEPER 1 MATCH EXISTING NOT STEEPER 30.0' PAVEMENT ELEVATION THAN 4H:1V THAN 4H:1V 4 13 14 8 13 14 14 13 2 1 1 2 3 1 2 SAWCUT LINE PER PLAN EXISTING PAVEMENT SECTION 43RD AVE NE ROADWAY SECTION B 43RD AVE NE STA: 72+72.13 TO STA: 73+18.31 B NOT TO SCALE ASPHALT PAVEMENT GRIND AND INLAY 1 NOT TO SCALE CENTER OF ROUNDABOUT CENTRAL ISLAND WIDTH VARIES CIRCULATING ROADWAY TRUCK APRON TRUCK APRON CIRCULATING ROADWAY VARIES WIDTH VARIES WIDTH VARIES 10' MAX WIDTH VARIES WIDTH VARIES 3' PAVED 3' PAVED 8' SIDEWALK BUFFER BUFFER 10' (TYPICAL) SIDEWALK VARIES VARIES 1.5% 2.0% 20 2.0% 1.5% 1.5% 3% MAX 3 3% MAX 1.5% NOT STEEPER THAN 4H:1V NOT STEEPER 17 17 THAN 4H:1V 4 19 19 4 14 13 3 2 3 7 10 9 9 10 7 3 2 3 13 14 8 1 1 8 CENTER OF ROUNDABOUT SECTION C C NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy XS-1 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 9 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY CL EXISTING SIDEWALK TO REMAIN WIDTH VARIES BUFFER VARIES WIDTH VARIES SPLITTER ISLAND PAVEMENT WIDTH VARIES WIDTH VARIES LANE WIDTH VARIES 4' BUFFER 5' SIDEWALK ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 1' VARIES 1' 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 1.5% VARIES VARIES NOT STEEPER THAN 4H:1V 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 4 13 14 14 13 14 13 8 8 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 8 3 2 1 11 1 2 3 8 12 43RD AVE NE ROADWAY SECTION D 6 NOT USED 43RD AVE NE STA: 69+57.01 TO STA: 70+73.84 D NOT TO SCALE 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER ROADWAY CL 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE EXISTING LANE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. WIDTH VARIES 12' LANE 4' BUFFER 5' SIDEWALK 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 1.5% 13 0.33' TOP SOIL, TYPE A NOT STEEPER THAN 4H:1V 14 SEEDING, FERTILIZING, AND MULCHING 4 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 14 13 14 13 18 8 3 2 1 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% 43RD AVE NE ROADWAY SECTION E 43RD AVE NE STA: 68+24.06 TO STA: 69+57.01 REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 E NOT TO SCALE AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY ROADWAY CL 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION VARIES 5' ASPHALT PAVEMENT SPLITTER ISLAND PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1' VARIES 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 19 THAN 4H:1V 13 14 3 3 2 1 3 1 2 3 14 13 15 13 14 NE 172ND ST SECTION F 16 NE 172ND ST STA: 4+82.83 TO STA: 6+65.43 F NOT TO SCALE ROADWAY CL 5' ASPHALT PAVEMENT PAVEMENT 4' PATHWAY WIDTH VARIES WIDTH VARIES SHOULDER BUFFER WIDTH VARIES 10' PERVIOUS ASPHALT PATHWAY 1.5% 2.0% 2.0% NOT STEEPER 1.5% THAN 4H:1V NOT STEEPER 5 8 THAN 4H:1V 13 14 3 2 1 1 2 3 14 13 15 13 14 NE 172ND ST SECTION G NE 172ND ST STA: 6+65.43 TO STA: 8+77.23 16 G NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy XS-2 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 10 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROADWAY SECTION KEYNOTES 1 0.15' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 2 0.70' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) TWO 0.35' LIFTS 3 0.75' CRUSHED SURFACING BASE COURSE (CSBC) 4 CEMENT CONCRETE SIDEWALK (PER WSDOT STANDARD PLAN F-30.10-04) 5 0.75' HMA CLASS 1/2" PG. 58H-22 (TYPICAL) 6 NOT USED 7 CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER 8 CURB 2 ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (PER WSDOT STANDARD PLAN F-10.18) 9 CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (PER WSDOT STANDARD PLAN F-10.18) 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE HERRINGBONE HEXAGON AND TINTED GARNET PER THE 10 CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 0.67' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 11 THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. 12 0.50' CRUSHED SURFACING BASE COURSE (CSBC) 13 0.33' TOP SOIL, TYPE A 14 SEEDING, FERTILIZING, AND MULCHING 15 0.35' PERVIOUS ASPHALT, HMA CLASS 1/2" PER WSDOT 9-03.8(1), MINIMUM VOID RATIO = 15%, MINIMUM INFILTRATION RATE = 10 IN/HR 16 0.70' PERMEABLE BASE FOR A PERMEABLE SUBGRADE SECTION PER GEOTECHNICAL RECOMMENDATION, MINIMUM VOID RATIO = 30% REFER TO SHEET PV-1 FOR CENTER ISLAND SURFACING. STAMPED CONCRETE PATTERN IN THIS AREA SHALL BE SAVANNAH COBBLE STONE 17 AND TINTED CHARCOAL PER THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTINGRIGHT-OF-WAY 30.0' VARIES 18 0.15' PAVEMENT GRIND AND 0.15' HMA CLASS 1/2" PG. 58H-22 INLAY 2.0' FLAT GRAVEL 0.90' CEMENT CONCRETE PAVEMENT. STAMPED CONCRETE PATTERN SHALL BE SAVANNAH COBBLE STONE AND TINTED CHARCOAL PER 19 PROPOSED RIGHT-OF-WAY THE CITY OF ARLINGTON STREET MEDIAN DESIGN GUIDE. EXISTING VARIES 10.0' PERVIOUS PAVEMENT VARIES 20 0.50' CEMENT CONCRETE PAVEMENT FOR FUTURE ART INSTALLATION 14.0'Â± PATHWAY VARIES 16.0'Â± REFER TO PRIVATE 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION EXISTING RIGHT-OF-WAY CENTERLINE 4:1 MAXIMUM SLOPE 15 SHARED USE PATH EXISTING EDGEOF PAVEMENT PROFILE GRADES 16 EG = 121.5Â± NE 172ND ST SECTION H H SCALE: 1" = 5' EXISTINGRIGHT-OF-WAY 30.0' VARIES 2.0' WIDE PAVED 2.0' FLAT GRAVEL INSIDE SHOULDER 2.0' WIDE PAVED 2.0' WIDE LEVEL SPREADER OUTSIDE SHOULDER MATCH ROADWAY SLOPE 10.0' PERVIOUS 1.0' FLAT EXISTING BUFFER PATHWAY VARIES 6.0' PAVEMENT VARIES 11.0' LANE WIDTH 14.0'Â± CAVFS VARIES 16.0'Â± VARIES PROPOSED RIGHT-OF-WAY 2 SHARED USE PATH SD-3 PROFILE GRADES RIGHT TURN LANE VARIES EXISTING RIGHT-OF-WAY CENTERLINE 2.0% REFER TO PRIVATE PROFILE GRADES 4.0% 1.5% TYP. 1.5% ON-SITE IMPROVEMENTS FOR CONTINUATION 4:1 MAXIMUM SLOPE 1" DROP EXISTING EDGEOF PAVEMENT 13 14 1 2 3 15 16 EG: 123.5Â± NE 172ND ST SECTION I I SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy XS-2B C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 11 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TYPICAL ROADWAY SECTIONS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy XS-3 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 12 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM CURB DETAILS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PAVING LEGEND N SAWCUT LINE SEE RM-1 GRAPHIC SCALE 0.15' GRIND AND INLAY SEE XS-1 0 20 40 80 HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 1" = 40 FEET PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 74+00 PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 43RD AVENUE NE CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 PAVING NOTES CURB 1 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER (RC&G) WSDOT STD. PLAN F-10.18 3' SMOOTH CURB 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. TRANSITION CORP OF PRESIDING CURB 2 ROUNDABOUT CEMENT 172ND HOLDINGS LLC 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL CONCRETE CURB AND GUTTER WSDOT STD. PLAN F-10.18 BISHOP OF LDS 31052100304800 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM 31052100304300 L35 CAPABLE OF PERFORMING SUCH WORK. ROUNDABOUT CENTRAL ISLAND L38 73+00 CEMENT CONCRETE CURB WSDOT STD. PLAN F-10.18 B 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL XS-1 PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE *ROUNDABOUT SPLITTER ISLAND L39 C41 LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' NOSING CURB WSDOT STD. PLAN F-10.18 C26 CRUSHED SURFACING BASE COURSE (CSBC). 4 L37 L33 **DETECTABLE WARNING SURFACE WSDOT STD. PLAN F-45.10 ADA-1 C35 4 3' SMOOTH CURB TRANSITION 2 L32 ADA-1 *CONTRACTOR SHALL MODIFY ROUNDABOUT SPLITTER ISLAND NOSING CURB HEIGHT TO MATCH MATCHLINE STA 11+00 SHEET ADA-2 BIORETENTION CELL SPLITTER ISLAND HEIGHT 172ND HOLDINGS LLC C39 C F REFER TO SHEETS 31052100304800 1 C25 XS-2 XS-1 SD-1 TO SD-3 ADA-2 A C38 XS-1 C42 C37 C36 G XS-2 3 4 WSDOT ROW L30 ADA-2 ADA-1 L41 72+00 PRECAST DUAL FACED SLOPED C47 WSDOT ROW MOUNTABLE CURB PER WSDOT C43 4 STANDARD PLAN F-10.64-03 C2 L43 ADA-2 0+00 L1 C24 6 1+00 C1 C23 2+00 ADA-2 C45 5+00 TYPE 2 MAINTENANCE PULLOUT C5 C3 4+00 5 PROVIDE SMOOTH TRANSITION C6 C34 ADA-2 6+00 L27 3+00 BETWEEN NEW CURB AND C4 C48 C32 7+00 C33 L36 8+00 L25 EXISTING CURB 3' SMOOTH CURB TRANSITION C7 C27 C29 C31 L26 9+00 L8 L45 10+00 C28 11+00 L10 172ND ST NE C44 WSDOT ROW C22 L23 L24 C21 BP: 11+25.23 EDGE OF PAVEMENT LINE TABLE C8 11+25 WSDOT ROW 7 1 8 71+00 5 L21 CAVFS ADA-2 ADA-1 ADA-2 ADA-1 PI: 11+87.10 REFER TO SHEETS Line # Length Direction L15 C15 12+00 SD-1 TO SD-3 WAL-MART STORES INC C13 13+00 31052800207000L1 42.45 S87Â° 34' 25.17"EHERITAGE BANK 14+00 31052800207000 172ND ST NE STA: 4+00 = C9 15+00 C20 16+00 9 L8 75.97 N82Â° 05' 07.75"E 43RD AVE NE STA: 71+46.00 C16 ADA-2 PV-1B L10 13.12 S54Â° 22' 21.86"E C12 OUTSIDE EDGE OF I SHARED USE PATH L15 15.69 S83Â° 11' 56.36"E 5 AMAZON.COM SERVICES LLC L16 84.72 S4Â° 52' 40.25"W ADA-1 31052800100500 5 L17 3.11 N16Â° 54' 10.65"E C10 ADA-1 L16 L18 185.79 N3Â° 06' 04.21"E D 70+00 EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE EDGE OF PAVEMENT CURVE TABLE XS-2 L21 7.43 N78Â° 11' 30.45"E Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length HERITAGE BANK 3' SMOOTH CURB TRANSITION C19 L23 140.27 S89Â° 28' 06.31"E 31052800207000 C1 133.37 514.22 14.86 N84Â° 18' 59"E 133.00 C18 13.98 4.76 168.35 N84Â° 04' 38"W 9.46 C34 1.90 1.00 109.02 S62Â° 54' 27"W 1.63 L24 226.91 N89Â° 14' 44.19"E C2 6.44 3.25 113.49 S41Â° 37' 25"E 5.44 C19 60.86 1584.88 2.20 N7Â° 16' 43"E 60.85 C35 46.79 151.00 17.75 S20Â° 32' 02"E 46.60 C11 C18 L25 15.58 N82Â° 51' 07.10"W 2 C3 21.49 74.32 16.57 S9Â° 25' 12"W 21.41 C20 112.80 90.00 71.81 N39Â° 00' 27"E 105.56 C36 6.69 3.00 127.84 S34Â° 30' 37"W 5.39 ADA-1 L26 5.50 S7Â° 08' 52.90"W C4 2.03 1.00 116.10 S59Â° 11' 20"W 1.70 C21 52.21 389.00 7.69 N78Â° 45' 32"E 52.17 C37 20.99 88.85 13.54 S87Â° 13' 47"W 20.94 L27 225.43 N82Â° 51' 07.10"W C5 72.72 113.50 36.71 N81Â° 06' 48"W 71.48 C22 54.34 385.00 8.09 N86Â° 38' 53"E 54.30 C38 2.15 1.00 123.32 N37Â° 52' 42"W 1.76 L18 L30 32.07 N45Â° 27' 02.62"W C6 103.59 499.00 11.89 S86Â° 28' 45"W 103.40 C23 82.13 322.00 14.61 S89Â° 50' 40"W 81.90 C39 34.48 81.00 24.39 N11Â° 35' 19"E 34.22 L32 14.56 N61Â° 16' 55.50"E 3 69+00 C7 67.61 87.51 44.27 S76Â° 30' 28"E 65.94 C24 81.70 90.00 52.01 N71Â° 27' 23"W 78.92 C41 2.95 1.00 168.95 N83Â° 52' 10"E 1.99 ADA-1 L33 12.41 N89Â° 59' 29.05"W C8 45.98 107.81 24.43 S41Â° 16' 54"E 45.63 C25 45.06 120.00 21.51 N34Â° 41' 39"W 44.79 C42 73.28 55.00 76.34 S36Â° 45' 40"W 67.98 L35 25.46 N3Â° 00' 00.00"W C9 19.73 50.00 22.61 S17Â° 45' 37"E 19.60 C26 36.50 116.95 17.88 N11Â° 56' 27"W 36.36 C43 88.10 323.00 15.63 S83Â° 24' 11"W 87.83 E L36 75.94 S89Â° 37' 43.22"E XS-2 C10 85.16 368.54 13.24 S0Â° 09' 50"W 84.98 C27 25.91 71.93 20.64 S18Â° 43' 05"W 25.77 C44 128.63 56.47 130.51 N72Â° 32' 42"E 102.57 L37 13.98 N0Â° 36' 15.98"W C11 24.33 20.00 69.70 S41Â° 38' 04"W 22.86 C28 2.32 1.00 132.79 S37Â° 21' 26"E 1.83 C45 4.60 5.00 52.67 N19Â° 02' 34"W 4.44 L38 13.47 S12Â° 32' 03.60"E 43RD AVENUE NE 10 C12 48.55 115.26 24.14 N3Â° 15' 18"W 48.20 C29 104.18 413.00 14.45 N83Â° 28' 25"E 103.91 C47 121.81 53.58 130.26 S66Â° 08' 46"W 97.22 ADA-2 L39 34.41 S1Â° 24' 26.19"E WAL-MART STORES INC L17 C13 5.61 3.00 107.23 N43Â° 11' 11"E 4.83 C31 8.85 3.00 169.02 N5Â° 51' 49"E 5.97 C48 3.77 5.00 43.22 S20Â° 35' 38"E 3.68 L41 49.59 S74Â° 57' 15.73"W 00930300000301 3' SMOOTH CURB TRANSITION C15 1.95 1.00 111.54 S27Â° 25' 42"E 1.65 C32 114.28 299.00 21.90 N89Â° 35' 37"W 113.58 L43 22.86 N45Â° 22' 37.48"W C16 26.64 71.00 21.50 S17Â° 35' 38"W 26.48 C33 59.30 89.51 37.96 N81Â° 33' 45"W 58.22 68+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PV-1 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 13 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 20 40 80 PAVING NOTES PAVING LEGEND 1" = 40 FEET 1. SEE TYPICAL SECTIONS FOR FLOWLINE LOCATION. SAWCUT LINE SEE RM-1 2. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL 0.15' GRIND AND INLAY SEE XS-1 AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. HMA CLASS 1/2" PG. 58H-22 SEE XS-1 AND XS-2 3. INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. DWG. NO. F-45.10-01 AT ALL PEDESTRIAN RAMP LOCATIONS. THE RAMP LANDINGS AT DETECTABLE WARNING SURFACE LOCATIONS SHALL BE CONSTRUCTED WITH 0.90' CEMENT CONCRETE PAVEMENT OVER 0.70' PERVIOUS ASPHALT, HMA CLASS 1/2" SEE XS-1 AND XS-2 CRUSHED SURFACING BASE COURSE (CSBC). PER WSDOT 9-03.8(1) CEMENT CONCRETE SEE XS-1 AND XS-2 MATCHLINE STA 22+00 SEE BELOW CEMENT CONCRETE PIGMENTED TEXTURED SEE XS-1 AND XS-2 MATCHLINE STA 11+00 SHEET H XS-2B I STA:19+50.00, 0.19' LT XS-2B WSDOT ROW STA:17+99.52, 0.31' LT END YELLOW PRECAST DUAL INSTALL 18" YELLOW PYLON FACED SLOPED MOUNTABLE CURB PER WSDOT STANDARD PLAN F-10.64-03 STA:18+00.00, 0.31' LT 11+00 12+00 BEGIN YELLOW PRECAST DUAL 13+00 BP: 40+00.00 14+00 FACED SLOPED MOUNTABLE CURB PER 15+00 WSDOT STANDARD PLAN F-10.64-03 STA:19+50.51, 0.19' LT 40+00 16+00 INSTALL 18" YELLOW PYLON 17+00 19+00 41+00 20+00 21+00 172ND ST NE OUTSIDE EDGE OF 22+00 RIGHT TURN LANE 18+00 42+00 PI: 42+39.15 WSDOT ROW 17+00 PC: 19+52.42 18+00 PT: 19+63.16 43+00 PI: 46+54.17 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE 19+00 44+00 45+00 20+00 PC: 20+18.50 46+00 47+00 48+00 49+00 50+00 21+00 22+00 OUTSIDE EDGE OF 23+00 PI: 25+64.73 SHARED USE PATH AMAZON.COM SERVICES LLC 24+00 25+00 31052800100500 PT: 20+30.88 26+00 27+00 PV-1 MATCHLINE STA 22+00 SEE ABOVE H XS-2B WSDOT ROW 22+00 23+00 24+00 172ND ST NE 25+00 26+00 27+00 28+00 29+00 30+00 31+00 EP: 56+50.74 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE 50+00 51+00 52+00 53+00 WSDOT ROW 54+00 55+00 56+00 56+51 31+10 PI: 54+00.51 28+00 29+00 PC: 32+34.76 30+00 31+00 32+00 PI: 28+64.71 PRC: 32+90.18 33+00 PT: 33+53.57 OUTSIDE EDGE OF SHARED USE PATH AMAZON.COM SERVICES LLC EP: 35+55.66 34+00 31052800100500 35+00 35+56 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PV-1B C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 14 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PAVING PLAN 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N EXPANSION GRAPHIC SCALE 4' (TYP.) JOINT (TYP.) GENERAL NOTES 0 10 20 40 OUTSIDE AND MIDDLE APRON CONCRETE PANELS: DOWEL BARS 1 1" = 20 FEET PER STANDARD PLAN A-40.10-04, NO TIE-BARS. CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB 2 AND GUTTER: STANDARD PLAN F-10.18. CURB 3 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER: STANDARD PLAN F-10.18. 3 ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 5-05 OF WSDOT STANDARD SPECIFICATIONS 43RD AVENUE NE 72+00 2 STA:4+17.91, 18.66' LT STA:4+22.00, 19.75' LT STA:4+19.00, 14.56' LT 1 STA:4+07.50, 8.30' LT 15.0Â° (TYP.) EXPANSION STA:3+97.40, 8.30' LT STA:4+17.50, 8.30' LT JOINT (TYP.) STA:4+01.50, 4.84' LT R3' 4' (TYP.) 2+00 R4' 3+00 STA:4+25.44, 2.04' LT 172ND ST NE 4+00 R13' STA:4+31.41, 1.46' LT EXPANSION 172ND ST NE 5+00 JOINT (TYP.) STA:3+93.55, 4.57' LT 6+00 R3' 6' 7+00 R2' STA:4+17.50, 1.70' RT 4' (TYP.) STA:3+94.99, 4.07' RT 3 STA:4+07.50, 1.70' RT 1 STA:4+00.15, 11.14' RT STA:4+03.44, 9.35' RT STA:4+16.72, 9.00' RT STA:4+02.41, 11.37' RT STA:4+18.66, 14.67' RT STA:4+14.85, 12.81' RT 71+00 EXPANSION JOINT (TYP.) 4' (TYP.) 70+00 43RD AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PV-2 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 15 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM TRUCK APRON JOINTING DETAIL 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 124 3Î”/4 THREE-QUARTER POINT PT POINT OF TANGENCY NOTES 125 1" = 20 FEET PRC POINT OF REVERSE CURVE 1. FINISHED AND EXISTING GRADE PROFILE 124 PCC POINT OF COMPOUND CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY 125 FG FINISHED GRADE ELEVATION CENTERLINE AND DO NOT REFLECT THE EG EXISTING GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR TC TOP OF CURB ELEVATION PROPOSED GRADES. FL FLOWLINE ELEVATION 43RD AVENUE NE BIORETENTION CELL REFER TO SHEETS FG: 125.12 SD-1 TO SD-3 FG: 125.00 FG: 126.03 FG: 125.97 FG: 125.00 FG: 124.88 FG: 125.85 FG: 125.52 FG: 126.10 FG: 125.40 FG: 125.13 124 FG: 125.98 FG: 125.69 FG: 125.01 124 FG: 125.93 FG: 125.57 FG: 125.85 FG: 126.17 FG: 125.75 FG: 125.82 MATCHLINE STA 7+00 SHEET PC 124 FG: 125.62 FL: 124.63 GRADE BREAK 125 FG: 126.36 FG: 125.03 72+00 FL: 125.47 FL: 125.70 126 LOW POINT FG: 126.18 EG: 124.99 126 FL: 124.58 FL: 124.50 124 PT Î”/2 FG: 125.99 FL: 125.68 EG/TC: 124.96 Î”/2 FL: 124.92 PRC FL: 125.09 125 EG/FL: 124.46 126 PC Î”/4 FL: 125.48 FL: 125.15 125 FL: 125.40 HIGH POINT PRC PRC GRADE BREAK FL: 126.35 FG: 126.18 FG: 126.03 FG: 125.87 FG: 125.72 FL: 125.01 FL: 126.29 PC FG: 125.56 FL: 125.60 3Î”/4 FL: 125.34 FL: 125.03 FL: 125.62 126 FG: 125.41 HIGH POINT EG: 124.98 125 FL: 126.10 FL: 125.20 3Î”/4 PRC 126 FL: 126.52 Î”/4 FG: 125.60 EG: 124.95 PC Î”/4 Î”/2 3Î”/4 FL: 125.69 FL: 125.11 FL: 125.81 EG/FL: 125.13 FL: 125.08 FL: 125.03 FL: 125.52 FL: 125.76 127 FL: 126.69 HIGH POINT Î”/2 3Î”/4 1+00 FL: 126.00 FG: 128.43 FL: 125.96 PRC Î”/4 PT Î”/2 Î”/2 3Î”/4 FL: 125.31 FL: 125.16 2+00 FL: 126.75 FL: 125.62 FL: 125.47 LOW POINT FL: 125.26 128 FL: 125.93 FL: 125.77 LOW POINT HIGH POINT FL: 125.00 FL: 125.20 126 3+00 GRADE BREAK HIGH POINT PRC Î”/2 172ND ST NE FL: 125.49 FL: 125.64 FG: 128.23 FL: 127.65 FL: 126.81 FL: 126.44 PRC 3Î”/4 CROWN FG: 125.68 PC 3Î”/4 PRC Î”/4 4+00 PRC FL: 126.19 FL: 126.04 Î”/4 Î”/2 Î”/4 FL: 125.67 PRC FG: 128.23 PRC FL: 125.50 PCC EG/FL: 125.00 FL: 125.08 HIGH POINT FL: 125.96 Î”/2 FL: 125.55 PRC FL: 126.54 5+00 126 FL: 125.86 FL: 125.68 FL: 125.63 FL: 125.05 FL: 126.10 PC FL: 126.33 Î”/2 FL: 125.83 FL: 125.47 Î”/2 126 128 6+00 FL: 125.23 125 HIGH POINT Î”/4 Î”/2 FL: 125.50 GRADE BREAK FL: 125.65 FL: 125.43 Î”/2 7+00 FL: 125.41 FL: 125.17 3Î”/4 PRC FL: 125.43 FL: 126.48 FG: 128.43 127 FG: 126.02 FL: 125.40 GRADE BREAK FL: 126.44 EG/TC: 124.80 FL: 124.93 LOW POINT FL: 125.18 LOW POINT FL: 126.53 PC EG/FL: 124.30 FL: 124.52 FG: 125.22 125 FL: 125.97 Î”/4 Î”/2 3Î”/4 PT CROWN FG: 125.74 126 FL: 125.54 FL: 125.08 FG: 125.66 PT GRADE BREAK PRC FL: 126.07 FL: 125.96 FL: 125.85 FL: 125.74 FL: 125.61 FL: 125.50 FL: 124.69 PRC FG: 125.81 126 FL: 126.17 GRADE BREAK PRC FL: 126.26 126 FL: 126.18 FL: 125.48 LOW POINT EG: 124.95 FL: 124.59 FL: 127.23 FL: 126.33 PT PC FG: 125.24 Î”/2 PT FL: 125.43 FG: 125.88 PC FL: 125.55 EP: 125.42 EP: 125.38 EP: 125.27 EP: 125.02 FG: 125.30 Î”/2 EP: 125.08 125 EG: 125.10 FL: 124.50 FG: 125.07 FL: 125.86 FL: 126.30 PP-2 FG: 125.15 Î”/4 Î”/2 TC: 125.88 FL: 124.44 GRADE BREAK 126 FL: 125.78 FG: 125.47 FG: 125.97 EG: 125.11 FG: 125.87 FG: 124.97 Î”/2 71+00 FL: 125.55 PCC EP: 125.15 FG: 125.65 FG: 126.06 FG: 125.05 FL: 124.38 HIGH POINT CAVFS 11+25 FG: 125.05 LOW POINT EG: 125.10 FG: 126.26 FG: 124.95 FL: 126.00 BP: 11+25.23 FG: 125.93 REFER TO EP: 124.82 GRADING DAYLIGHT LINE (TYP.) FG: 124.88 FG: 126.38 FG: 124.76 SHEETS FG: 124.70 FG: 125.04 125 FG: 124.89 SD-1 TO SD-3 FG: 124.50 FG: 124.83 FG: 124.82 FG: 124.89 FG: 124.53 PI: 11+87.10 FG: 124.75 FG: 126.08 12+00 FG: 124.27 FG: 124.45 125 FG: 126.52 FG: 124.56 FG: 126.19 FG: 126.11 FG: 124.38 FG: 124.12 125 FG: 126.22 ON-SITE GRADING UNDER FG: 124.30 127 SEPARATE PERMIT OUTSIDE EDGE OF 126 FG: 124.41 128 SHARED USE PATH 127 129 128 136 MATCHLINE STA 7+00 SHEET 134 43RD AVENUE NE 132 130 SHARED USE PATHGRADE BREAK STA: 11+44.65ELEV: 124.89 SHARED USE PATH GRADE BREAK STA: 11+25.23 SHARED USE PATHGRADE BREAK STA: 12+24.62ELEV: 124.12 128 11+25.23 PROPOSED GRADE AT ELEV: 126.08 ROW CENTERLINE SHARED USE PATHBPELEV = 126.08 6.15% 11+87.10 126 1.19% SHARED USE PATHPIELEV = 124.380.71% 0.47% EXISTING GRADE AT 124 ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 11+87.10 PROPOSED GRADE @ OUTSIDE 122 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE ELEV: 124.38 EDGE OF SHARED USE PATH EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE 120 FG FG FG FG 125.41 FG 125.41 FG 125.53 FG 125.78 FG 125.86 FG 125.55 FG 125.42 FG 125.51 FG 126.15 FG 127.71 FG 128.41 FG 127.16 FG 126.62 FG 126.67 FG 126.19 FG 126.03 FG 126.18 FG 126.01 FG 125.84 FG 125.84 FG 125.66 FG 125.79 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 PP-2 172ND ST NE PROFILE SCALE: H:1"=20', V:1"=4' 172ND ST NE ROW CENTERLINE STATION (TYP.) REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PP-1 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 16 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE 0 10 20 40 LEGEND PC POINT OF CURVATURE 1" = 20 FEET Î”/4 QUARTER POINT NOTES MATCHLINE STA 7+00 SHEET Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 124 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR 124 PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION 124 FG: 125.99 FG: 125.73 125 FG: 126.05 124 MATCHLINE STA 12+00 SHEET FG: 125.86 FG: 125.42 FG: 125.00 FG: 125.92 126 FG: 125.90 FG: 125.67 FG: 124.43 FL: 125.33 FG: 124.14 124 FL: 125.45 FG: 125.34 FG: 125.41 FG: 124.55 FL: 125.58 FL: 125.52 FG: 125.15 EG: 124.36 HIGH POINT FL: 125.26 FL: 125.65 7+00 CROWN FG: 125.89 CROWN FG: 125.90 FL: 124.62 126 8+00 FL: 125.00 FL: 124.74 9+00 EG/EP: 123.72 CROWN FG: 125.99 HIGH POINT CROWN FG: 125.61 10+00 CROWN FG: 125.79 CROWN FG: 126.05 CROWN FG: 125.02 CROWN EG: 124.70 11+00 HIGH POINT CROWN FG: 125.31 125 EG: 124.28 EG: 124.16 EG: 124.08 EG: 124.05 ANGLE POINT EP: 125.48 EP: 124.04 EP: 125.28 EP: 125.05 EP: 124.76 EP: 124.47 PP-1 EP: 125.36 EP: 125.34 172ND ST NE EP: 124.15 EP: 124.10 EP: 123.98 EG/EP: 123.94 EP: 124.42 EP: 125.41 FG: 125.09 FG: 123.62 FG: 125.16 FG: 125.02 FG: 124.73 FG: 124.44 FG: 123.83 FG: 123.78 FG: 123.72 FG: 124.96 FG: 124.15 FG: 123.66 125 GRADING DAYLIGHT LINE (TYP.) FG: 124.86 124 FG: 124.09 FG: 123.43 FG: 123.36 FG: 123.28 FG: 123.20 FG: 124.68 13+00 FG: 124.80 FG: 124.71 FG: 124.40 122 122 14+00 FG: 123.78 FG: 123.28 FG: 123.21 FG: 123.13 123 123 PP-2B FG: 124.53 15+00 FG: 123.14 FG: 124.65 123 FG: 124.56 16+00 124 125 FG: 124.71 123 17+00 FG: 124.25 FG: 123.94 FG: 123.63 FG: 122.99 OUTSIDE EDGE OF SHARED USE PATH 124 FG: 123.05 125 SHARED USE PATH SHARED USE PATH 100' VC 100' VC MATCHLINE STA 7+00 SHEET 136 PVI: 122.77 PVI: 125.86 PVI STA: 16+25.00 PVI STA: 17+75.00 K: 42.00 K: 50.45 134 132 SHARED USE PATHBVCS: 15+75.00BVCE: 122.93 SHARED USE PATHEVCS: 16+75.00EVCE: 123.80 SHARED USE PATHBVCS: 17+25.00BVCE: 124.83 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 130 SHARED USE PATHGRADE BREAK STA: 13+51.07ELEV: 124.71 128 PROPOSED GRADE AT SHARED USE PATHGRADE BREAK STA: 14+65.39ELEV: 123.28 ROW CENTERLINE 126 0.47% 2.06% 1.25% 0.32% EXISTING GRADE AT SHARED USE PATHLOW PT: 15+88.49ELEV: 122.91 124 ROW CENTERLINE RIGHT TURN LANE EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH GRADE BREAK STA: 40+00.00 122 ELEV: 123.523 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE 120 FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG FG 125.79 FG 125.89 FG 125.99 FG 125.90 FG 125.61 FG 125.31 FG 125.02 FG 124.72 PP-17+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PP-2 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 17 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N GRAPHIC SCALE PC POINT OF CURVATURE Î”/4 QUARTER POINT NOTES 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 12+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 18+00 SHEET 12+00 13+00 14+00 EG: 123.55 15+00 40+00 EG: 123.52 16+00 EG: 123.51 17+00 EG: 123.47 GRADING DAYLIGHT LINE (TYP.) 18+00 BP: 40+00.00 123 172ND ST NE 41+00 FG: 123.36 122 124 124 123 123 125 124 PP-2 124 125 126 125 42+00 124 125 126 127 126 125 126 PI: 42+39.15 127 126 18+00 43+00 126 19+00 44+00 127 FG: 126.84 45+00 FG: 126.54 20+00 46+00PP-2C PC: 19+52.42 PC: 20+18.50 PT: 19+63.16 PT: 20+30.88 FG: 126.18 21+00 FG: 126.18 FG: 126.17 FG: 126.47 22+00 23+00 FG: 126.32 FG: 126.32 OUTSIDE EDGE OF SHARED USE PATH ON-SITE GRADING UNDER OUTSIDE EDGE OF RIGHT TURN LANE SEPARATE PERMIT RIGHT TURN LANE 100' VC PVI: 126.92 PVI STA: 45+75.00 K: 44.48 RIGHT TURN LANE 136 136 100' VC PVI: 126.65 134 134 PVI STA: 42+50.00 RIGHT TURN LANEBVCS: 45+25.00BVCE: 126.88 SHARED USE PATH K: 27.32 100' VC 132 132 PROPOSED GRADE @ OUTSIDE EDGE OF RIGHT TURN LANE PVI: 125.86 PVI STA: 17+75.00 SHARED USE PATH 130 130 K: 50.45 RIGHT TURN LANEBVCS: 42+00.00BVCE: 124.78 RIGHT TURN LANEEVCS: 43+00.00EVCE: 126.70 GRADE BREAK STA: 23+75.00 ELEV: 126.32 PROPOSED GRADE @ OUTSIDE 128 19+52.4219+63.16 20+18.5020+30.88 0.08% RIGHT TURN LANEHI PT: 45+28.61ELEV: 126.88 128 EDGE OF SHARED USE PATH SHARED USE PATHPCELEV = 125.99SHARED USE PATHPTELEV = 126.00 SHARED USE PATHPCELEV = 126.05SHARED USE PATHPTELEV = 126.06 SHARED USE PATHEVCS: 18+25.00EVCE: 125.90 0.08% 126 40+00.00 126 3.74% RIGHT TURN LANEBPELEV = 123.52 0.37% 1.77% 124 124 EXISTING GRADE @ RIGHT TURN LANE ROW CENTERLINE 122 RIGHT TURN LANE GRADE BREAK STA: 41+77.30 EXISTING ELEVATION @ ROW CENTERLINE 122 GRADE BREAK STA: 41+27.30 ELEV = 125.97 ELEV: 123.94 ELEV: 123.05 42+39.15 120 RIGHT TURN LANEPI 120 FG 124.04 FG 124.03 FG 123.99 FG 123.96 FG 123.96 FG 123.97 FG 124.01 FG 124.08 FG 124.14 FG 124.21 FG 124.31 FG 124.41 FG 124.51 FG 124.60 FG 124.69 FG 124.78 FG 124.81 FG 124.80 FG 124.79 FG 124.74 FG 124.70 FG 124.63 FG 124.55 FG 124.47 FG 124.43 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PP-2B C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 18 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND N PC POINT OF CURVATURE NOTES GRAPHIC SCALE Î”/4 QUARTER POINT 0 10 20 40 Î”/2 MIDPOINT 1. FINISHED AND EXISTING GRADE PROFILE 3Î”/4 THREE-QUARTER POINT ELEVATIONS ARE FROM RIGHT-OF-WAY PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE 1" = 20 FEET PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 18+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION MATCHLINE STA 24+00 SHEET 18+00 19+00 172ND ST NE 20+00 21+00 EG: 123.87 22+00 EG: 123.82 EG: 123.86 23+00 EG: 123.80 24+00 FG: 124.37 172ND ST NE 124 125 126 FG: 124.96 123 FG: 125.48 FG: 124.96 FG: 125.32 GRADING DAYLIGHT LINE (TYP.) 46+00 FG: 125.78 FG: 125.17 FG: 125.22 PP-2B PI: 46+54.17 47+00 48+00 49+00 FG: 125.66 FG: 125.17ONLY 50+00 51+00 FG: 125.67 123 52+00 FG: 125.56 FG: 125.42 124 FG: 125.94 FG: 125.50 FG: 125.50 FG: 125.95 125 124 FG: 126.06 FG: 125.70 126 125 24+00 126 FG: 125.73 FG: 126.11 PP-2D 126 FG: 125.73 25+00 26+00 27+00 28+00 PI: 28+64.71 29+00 FG: 125.91 126 FG: 125.91 126 FG: 125.96 FG: 125.79 FG: 125.80 FG: 125.79 PI: 25+64.73 FG: 125.80 ON-SITE GRADING UNDER FG: 125.70 OUTSIDE EDGE OF SHARED USE PATH 126 SEPARATE PERMIT FG: 125.73 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE 136 136 SHARED USE PATH SHARED USE PATH GRADE BREAK STA: 25+50.00 134 GRADE BREAK STA: 24+41.10 ELEV: 126.46 134 ELEV: 125.70 132 132 SHARED USE PATH 130 GRADE BREAK STA: 24+72.18 130 ELEV: 125.70 28+64.71 25+64.73 128 128 0.08% SHARED USE PATHPIELEV = 126.70 RIGHT TURN LANEEVCS: 46+25.00EVCE: 125.83 SHARED USE PATHPIELEV = 126.47 0.94% 0.00% 0.97% 126 126 2.17% 124 124 RIGHT TURN LANE GRADE BREAK STA: 46+27.44 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH ELEV: 125.782 EXISTING ELEVATION @ ROW CENTERLINE EXISTING GRADE @ ROW CENTERLINE 122 122 120 120 FG 124.43 FG 124.39 FG 124.36 FG 124.36 FG 124.35 FG 124.36 FG 124.37 FG 124.40 FG 124.46 FG 124.52 FG 124.57 FG 124.62 FG 124.67 FG 124.70 FG 124.72 FG 124.72 FG 124.71 FG 124.72 FG 124.76 FG 124.80 FG 124.88 FG 124.91 FG 124.84 FG 124.77 FG 124.78 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PP-2C C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 19 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. N GRAPHIC SCALE LEGEND 0 10 20 40 PC POINT OF CURVATURE NOTES Î”/4 QUARTER POINT 1" = 20 FEET 1. FINISHED AND EXISTING GRADE PROFILE Î”/2 MIDPOINT ELEVATIONS ARE FROM RIGHT-OF-WAY 3Î”/4 THREE-QUARTER POINT PT POINT OF TANGENCY CENTERLINE AND DO NOT REFLECT THE PRC POINT OF REVERSE CURVE CENTERLINE CROWN OF EXISTING OR PCC POINT OF COMPOUND CURVE PROPOSED GRADES. FG FINISHED GRADE ELEVATION MATCHLINE STA 24+00 SHEET EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 GRADING DAYLIGHT LINE (TYP.) 52+00 53+00 PI: 54+00.51 54+00 55+00 56+00 56+51 EP: 56+50.74 124 PP-2C 125 126 30+00 127 31+00 125 124 126 32+00 127 126 OUTSIDE EDGE OF SHARED USE PATH PRC: 32+90.18 FUTURE OUTSIDE EDGE OF RIGHT TURN LANE PC: 32+34.76 126 33+00 FG: 124.85 124 PT: 33+53.57 125 34+00 FG: 124.71 35+00 FG: 124.69 35+56 125 126 SHARED USE PATH 127 ON-SITE GRADING UNDER EP: 35+55.66 100' VC 128 SEPARATE PERMIT PVI: 127.00 PVI STA: 32+50.00 51ST AVENUE NE K: 38.80 SHARED USE PATHBVCS: 32+00.00BVCE: 126.96 SHARED USE PATHEVCS: 33+00.00EVCE: 125.75 136 136 SHARED USE PATH SHARED USE PATH 100' VC 50' VC 134 134 PVI: 124.25 PVI: 124.75 PVI STA: 33+60.00 PVI STA: 35+10.00 132 132 K: 35.29 K: 107.59 130 130 32+34.76 PROPOSED GRADE @ OUTSIDE EDGE OF SHARED USE PATH 32+90.18 SHARED USE PATHBVCS: 33+10.00BVCE: 125.50 SHARED USE PATHEVCS: 34+10.00EVCE: 124.42 SHARED USE PATHBVCS: 34+85.00BVCE: 124.67 SHARED USE PATHEVCS: 35+35.00EVCE: 124.72 128 0.08% SHARED USE PATHHI PT: 32+03.01ELEV: 126.96 SHARED USE PATHPCELEV = 126.83 128 SHARED USE PATHPRCELEV = 125.98 2.50% 33+53.57 35+55.66 126 126 SHARED USE PATHPTELEV = 124.68 SHARED USE PATHHI PT: 35+20.86ELEV: 124.73 SHARED USE PATHEPELEV = 124.69 SHARED USE PATHLOW PT: 33+98.24ELEV: 124.40 0.33% 0.13% 124 124 EXISTING GRADE @ ROW CENTERLINE SHARED USE PATH GRADE BREAK STA: 35+55.66 122 EXISTING ELEVATION @ ROW CENTERLINE 122 ELEV: 124.69 120 120 FG 124.78 FG 124.80 FG 124.85 FG 124.95 FG 125.05 FG 125.14 FG 125.23 FG 125.27 FG 125.33 FG 125.36 FG 125.38 FG 125.40 FG 125.47 FG 125.50 FG 125.53 FG 125.56 FG 125.55 FG 125.53 FG 125.46 FG 125.39 FG 125.32 FG 125.32 FG 125.40 FG 125.46 FG 125.50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 172ND ST NE PROFILE 172ND ST NE ROW CENTERLINE STATION (TYP.) SCALE: H:1"=20', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PP-2D C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 20 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 172ND ST NE PLAN AND PROFILE 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE LEGEND GRAPHIC SCALE PC POINT OF CURVATURE 0 10 20 40 N Î”/4 QUARTER POINT Î”/2 MIDPOINT 3+00 3Î”/4 THREE-QUARTER POINT NOTES 1" = 20 FEET PT POINT OF TANGENCY 1. FINISHED AND EXISTING GRADE PROFILE PRC POINT OF REVERSE CURVE ELEVATIONS ARE FROM RIGHT-OF-WAY PCC POINT OF COMPOUND CURVE CENTERLINE AND DO NOT REFLECT THE FG FINISHED GRADE ELEVATION CENTERLINE CROWN OF EXISTING OR EG EXISTING GRADE ELEVATION PROPOSED GRADES. 125 125 TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION END CURB TRANSITION PC FL: 124.74 FL: 124.63 FG: 124.82 PCC FG: 125.00 FG: 124.75 HIGH POINT EG: 124.90 FG: 124.76 FG: 125.12 BEGIN CURB TRANSITION Î”/4 EG: 124.78 FG: 124.70 FL: 124.77 FL: 124.51 3Î”/4 FG: 124.65 FG: 125.25 EG/TC: 124.97 EG: 125.16 Î”/2 LOW POINT PCC EG/FL: 124.53 EG: 125.16 FL: 124.28 FL: 124.05 FL: 124.15 Î”/2 FG: 125.38 FL: 124.38 FG: 125.30 FG: 125.15 FG: 125.00 EG: 124.53 FG: 125.42 Î”/4 FG: 124.69 FG: 125.22 FG: 125.07 FG: 124.93 FG: 125.13 FG: 125.30 FL: 124.58 Î”/4 126 EG: 124.90 END CURB TRANSITION Î”/4 EG: 125.12 FL: 124.31 FL: 124.39 PCC FL: 124.76 EG: 125.23 3Î”/4 FL: 124.25 EG/TC: 124.88 EG: 124.89 EG: 124.76 FG: 124.58 125 FG: 125.26 FL: 124.71 Î”/4 Î”/2 Î”/2 FG: 124.63 Î”/2 EG/FL: 124.38 EG: 124.90 FL: 124.97 FL: 124.86 3Î”/4 FL: 124.49 Î”/2 PRC EG: 124.43 68+00 Î”/2 125 FL: 124.20 FL: 124.89 PRC FL: 124.74 FL: 124.64 EG: 124.49 69+00 FL: 124.65 PCC PRC Î”/2 HIGH POINT FL: 125.09 PT 70+00 FL: 124.62 FL: 124.58 FL: 124.64 FL: 125.00 3Î”/4 FL: 124.66 ANGLE POINT BEGIN CURB TRANSITION FL: 124.82 71+00 CROWN EG: 125.35 FL: 124.98 Î”/2 FL: 124.51 FL: 124.42 END CURB TRANSITION Î”/2 72+00 PRC FL: 124.46 FL: 125.61 43RD AVENUE NE PRC FL: 125.36 PRC 73+00 FL: 125.45 FL: 125.17 FL: 124.64 4+00 PRC FL: 125.37 FL: 125.25 CROWN EG: 124.75 PT FL: 125.09 EG: 125.77 FG: 126.10 125 FL: 125.11 FL: 124.61 PT FL: 125.34 Î”/2 CROWN FG: 125.02 FL: 125.24 FL: 124.86 PC FL: 124.75 BEGIN CURB TRANSITION LOW POINT FL: 125.29 PRC FG: 125.94 FL: 124.64 FL: 124.88 PT 43RD AVENUE NE EG/FL: 125.63 FL: 125.28 FL: 124.52 FL: 125.04 FL: 125.10 FL: 124.93 EG: 124.96 FL: 124.57 PRC 126 PRC Î”/2 FL: 125.14 CROWN FG: 124.86 EG/TC: 126.13 PRC FL: 124.78 PC FL: 124.69 PRC FL: 125.24 Î”/2 FL: 125.09 FG: 125.67 FG: 125.49 FL: 124.38 FL: 125.01 Î”/2 EG: 126.16 FG: 125.84 FG: 125.32 FL: 124.28 LOW POINT FL: 124.79 Î”/2 PRC PRC FL: 125.20 FG: 125.17 FL: 125.22 EG: 124.34 FG: 124.96 FL: 124.14 FL: 124.90 FL: 125.21 FL: 125.14 128 Î”/2 FG: 125.03 FG: 124.77 PRC 3Î”/4 EP: 124.44 FL: 125.11 EG: 126.23 FL: 125.21 Î”/4 EP: 124.62 PT Î”/4 EP: 124.54 FG: 124.84 FL: 125.22 PC EP: 124.76 Î”/2 FG: 126.18 FG: 125.25 PC EP: 124.83 EP: 124.69 FG: 126.01 FG: 125.91 FG: 125.57 FG: 124.67 Î”/2 127 127 FL: 125.32 PT FG: 125.74 FG: 125.40 Î”/4 FL: 124.76 FL: 124.90 FG: 124.75 FL: 124.22 3Î”/4 FG: 125.14 FL: 125.01 3Î”/4 FG: 125.49 FG: 125.29 FL: 125.47 FL: 125.38 FG: 125.67 FG: 125.76 FG: 125.85 ON-SITE GRADING UNDER FG: 125.91 126 FG: 126.03 FG: 125.59 SEPARATE PERMIT FG: 125.77 PCC 172ND ST NE FG: 125.70 HIGH POINT FG: 125.88 FG: 126.38 FL: 126.00 FG: 126.52 5+00 128 128 PROPOSED GRADE AT ROW CENTERLINE 126 126 124 124 EXISTING GRADE AT ROW CENTERLINE 122 122 120 120 118 EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE 118 116 116 FG FG FG FG FG FG FG FG FG 125.27 FG 125.35 FG 124.79 FG 124.54 FG 124.54 FG 124.78 FG 125.27 FG 125.95 FG 127.78 FG 126.17 FG 125.54 FG 125.33 FG 125.11 FG 124.92 FG 124.76 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 43RD AVE NE PROFILE SCALE: H:1"=20', V:1"=4' 43RD AVE NE ROW CENTERLINE STATION REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy PP-3 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 21 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 43RD AVE NE PLAN AND PROFILE 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. GENERAL NOTES 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, SDCB #14 AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER 30' WIDE OIL AND GAS SDCB #13 PROPOSED BIORETENTION CELL OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' PIPELINE EASEMENT REC. 73+00 BOTTOM AREA = 3,668 SF 3,395 1 N NO. 1688327; NO DOCUMENT SDCB #10 BOTTOM WIDTH = 10' SD-3 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, REVIEWED OR PROVIDED; EXTENDED BIORETENTION INLET #4 BOTTOM ELEVATION = 123.00 GRAPHIC SCALE THE EASEMENT NW'LY FROM UNLESS OTHERWISE NOTED. WITH RIP RAP MAX W.S. ELEVATION = 123.25 REC. NO. 1732490 0 20 40 80 IE: 123.00 8" (SW) TOP ELEVATION = 123.75 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, 123.03 AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. BIORETENTION INLET #2 125 WITH RIP RAP 1" = 40 FEET SDCB #12 43RD AVENUE NE BIORETENTION INLET #3 IE: 123.00 8" (S) 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED 125 WITH RIP RAP 122.96 POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT 124 IE: 123.00 8" (SW) SDCB #11 STANDARD SPEC 9-05.24 AND AASHTO M330). STORM SEWER PIPE SPECIFIED AS DI PIPE 122.90 SDCB #2 SHALL MEET WSDOT STANDARD SPEC 9-05.13. HDPE PIPE THAT MEETS WSDOT STANDARD BIORETENTION INLET #1 WITH RIP RAP SPEC 9-05.23 MAY BE USED AS AN OPTIONAL ALTERNATIVE FOR PIPES CALLED OUT AS DI PIPE. IE: 123.00 8" (S) 126 126 123.09 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT OF WAY CENTERLINE 72+00 AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. 126 MATCHLINE STA 11+00 SHEET 172ND ST NE 125 124 0+00 1+00 125 124 2+00 125 3+00 SDCB #9 4+00 124 5+00 6+00 125 7+00 128 EX. STCB #3938 SDCB #1 SDCB #3 8+00 127 EX. STCB #3937 9+00 10+00 126 SDCB #8 11+00 126 126 T 125 172ND ST NE 125 SDCB #7 71+00 SDCB #17 124 125 123 NORTH END OF A 30' WIDE OIL AND GAS CONTRACTOR SHALL POTHOLE AND VERIFY COMPOST-AMENDED VEGETATED 2 PIPELINE EASEMENT REC. NO. 1732490 ELEVATIONS OF EXISTING FIBER, POWER, FILTER STRIPS (CAVFS) SD-3 WATER, AND GAS LINES PRIOR TO CONNECTION. CONNECT TO EXISTING STORM DRAINAGE PIPE. NOTIFY ENGINEER IF A CONFLICT IS OBSERVED. CONTRACTOR SHALL POTHOLE AND VERIFY INVERT ELEVATION PRIOR TO CONNECTION. SDCB #4 SDCB #5 NOTIFY ENGINEER IF INVERT ELEVATION IS SHALLOWER THAN SPECIFIED ON PLANS. 70+00 SD-1B SDCB #16 43RD AVENUE NE 125 SDCB #15 130 130 EX. STCB #3938, EXISTING TYPE 1 92 LF 12" CPEP @ 0.03% 86 LF ADJUST RIM TO GRADE 0.06% 81 LF 12" CPEP @ 0.03% EXISTING GRADE @ PROPOSED GRADE @ STA 1+63.25, 33.08' RT -0.12% 80 LF 12" CPEP @ 0.50% ROW CENTERLINE ROW CENTERLINE RIM: 124.29 IE: 120.64 12" (W) 0.35% 0.67% 18 LF 12" CPEP @ 0.03% IE: 120.74 12" (E) -0.50% 31 LF 8" DI PIPE @ 0.82% 125 125 130 LF 8" DI PIPE @ 0.44% 0.53% 67 LF EX. 12" CPEP @ 0.59% 0.76% 31 LF 8" DI PIPE @ 0.75% 31 LF 8" DI PIPE @ 1.04% 0.80% 0.96% SDCB #7, TYPE 1 SDCB #9, TYPE 1 120 LEGEND 120 STA: 4+68.56, 61.62' RT STA: 6+36.57, 29.47' LT SDCB #8, TYPE 1 RIM: 125.32 124.93 RIM: 124.98 STA: 8+11.41, 15.03' LT 45 LF EX. 12" CPEP @ 2.15% 123.59 IE: 123.57 8" (NE) 123.21 IE: 123.23 8" (N) PROPOSED RIGHT-OF-ROW 125.10 RIM: 125.12 56 LF EX. 12" CPEP @ 0.77% SDCB #10, TYPE 1 123.39 IE: 123.32 8" (N) STORM SEWER PIPE STA: 72+39.11, 35.82' RT EX. STCB #3937, EXISTING TYPE 1 125.06 RIM: 125.00 ADJUST RIM TO GRADE CATCH BASIN TYPE 1 SDCB #17, TYPE 1 123.24 IE: 123.25 8" (NE) STA: 2+18.98, 33.26' RT 115 CONNECT TO EXISTING PIPE 115 RIM: 125.22 STA: 2+86.32, 33.58' RT SDCB #4, TYPE 1 CATCH BASIN TYPE 2 IE: 121.22 12" (E) 125.74 RIM: 125.90 STA: 3+84.05, 111.88' RT IE: 121.17 12" (W) 121.76 IE: 121.62 12" (NE) RIM: 124.03 124.14 121.73 IE: 121.62 12" (W) IE: 121.67 12" (N) 121.61 5'x6'x1' DEEP HAND PLACED RIPRAP IE: 121.67 12" (E) 121.63 SDCB #1, TYPE 1L IE: 121.67 12" (S) 121.64 STA: 2+97.25, 19.56' RT COMPOST-AMENDED VEGETATIVE FILTER STRIP 110 125.18 RIM: 125.19 SDCB #3, TYPE 1 110 121.67 IE: 121.63 12" (SW) (CAVFS) WITH SOLID LOCKING LID 121.74 IE: 121.63 12" (NE) STA: 3+78.06, 19.85' RT 121.69 IE: 121.63 12" (E) 125.64 RIM: 125.58 SDCB #2, TYPE 1L 121.58 IE: 121.65 12" (W) BIORETENTION FACILITY STA: 3+31.82, 52.44' LT 121.55 IE: 121.65 12" (S) 124.46 RIM: 124.49 EXISTING ELEVATION @ ROW CENTERLINE PROPOSED ELEVATION @ ROW CENTERLINE 122.02 IE: 122.03 12" (SW) 105 105 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.41FG 125.41FG 125.53FG 125.78FG 125.86FG 125.55FG 125.42FG 125.51FG 126.15FG 127.71FG 128.41FG 127.16FG 126.62FG 126.67FG 126.19FG 126.03FG 126.18FG 126.01FG 125.84FG 125.84FG 125.66FG 125.79FG 125.89FG 125.99FG 125.90FG 125.61FG 125.31FG 125.02FG 124.72 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 172ND ST NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy SD-1 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 22 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 I TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. LEGEND GENERAL NOTES N GRAPHIC SCALE 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED (STATION, OFFSET, PROPOSED RIGHT-OF-ROW AND ELEVATION) AT THE CORRECT CENTER OF STRUCTURE TO ALLOW FOR REQUIRED 0 20 40 80 FLOWLINE OFFSETS. CENTER OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER STORM SEWER PIPE OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' 1" = 40 FEET CATCH BASIN TYPE 1 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT STANDARD PLAN B-30.30, CATCH BASIN TYPE 2 UNLESS OTHERWISE NOTED. 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT STANDARD PLAN F-10.16, 5'x6'x1' DEEP HAND PLACED RIPRAP AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 CORRUGATED COMPOST-AMENDED VEGETATIVE FILTER STRIP POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS OTHERWISE NOTED ON PLANS. STORM (CAVFS) SEWER PIPE SPECIFIED AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT STANDARD SPEC 9-05.24 AND AASHTO M330). STORM SEWER PIPE SPECIFIED AS DI PIPE SHALL MEET WSDOT STANDARD SPEC 9-05.13. HDPE PIPE THAT MEETS WSDOT STANDARD SPEC 9-05.23 MAY BE USED AS AN OPTIONAL ALTERNATIVE FOR PIPES CALLED OUT AS DI PIPE. BIORETENTION FACILITY 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT OF WAY CENTERLINE MATCHLINE STA 22+00 SEE BELOW AND DO NOT REFLECT THE CENTERLINE CROWN OF EXISTING OR PROPOSED GRADES. MATCHLINE STA 11+00 SHEET 11+00 12+00 13+00 14+00 15+00 16+00 17+00 172ND ST NE 18+00 19+00 20+00 21+00 172ND ST NE 22+00 122 124 123 124 126 124 125 125 126 125 127 127 126 125 124 ONLY 123 123 124 125 126 126 SD-1 PERVIOUS ASPHALT PATHWAY COMPOST-AMENDED VEGETATED PERVIOUS ASPHALT PATHWAY 2 REFER TO SHEETS XS-1 TO XS-2 FILTER STRIPS (CAVFS) REFER TO SHEETS XS-1 TO XS-2 SD-3 MATCHLINE STA 22+00 SEE ABOVE PERVIOUS ASPHALT PATHWAY REFER TO SHEETS XS-1 TO XS-2 22+00 T 23+00 T 24+00 25+00 26+00 27+00 28+00 29+00 172ND ST NE 30+00 31+00 31+10 172ND ST NE 125 127 126 124 T 125 51ST AVENUE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy SD-1B C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 23 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 172ND ST NE STORM OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 I TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 172ND ST NE GRAPHIC SCALE 0 20 40 80 N SDCB #17 1" = 40 FEET SDCB #1 3+00 SDCB #2 EX. STCB #5011 T SDCB #15 SDCB #11 EX. STCB #661 10 LF 12" CPEP @ 1.00% 125 SDCB #13 (NOT INSTALLED) SDCB #16 (NOT INSTALLED) SDCB #3 SDCB #14 EX. STCB #9262 67+00 68+00 69+00 70+00 SDCB #4 SDCB #12 71+00 72+00 43RD AVENUE NE 10 LF 0.51% 73+00 74+00 75+00 75+46 7 LF 12" DI CL52 @ 0.67% 125 4+00 125 SDCB #5 128 43RD AVENUE NE 125 SDCB #6 SDCB #10 CONNECTION #1 127 CONNECT TO EXISTING PIPE 126 IE: 122.00 12" (E) BIORETENTION INLET #4 IE: 122.00 12" (W) SDCB #7 126 PROPOSED BIORETENTION CELL BOTTOM AREA = 3,668 SF 3,395 1 BOTTOM WIDTH = 10' SD-3 BOTTOM ELEVATION = 123.00 172ND ST NE 5+00 MAX W.S. ELEVATION = 123.25 126 TOP ELEVATION = 123.75 BIORETENTION INLET #3 GENERAL NOTES 130 130 1. CATCH BASINS LOCATED ALONG THE CURB AND GUTTER ARE LOCATED EX. STCB #5011, EXISTING TYPE 1 51 LF 12" CPEP @ 0.50% (STATION, OFFSET, AND ELEVATION) AT THE CORRECT CENTER OF STA 68+60.83, 21.26' LT 0.80% SDCB #4, TYPE 1 SDCB #14, TYPE 1 STRUCTURE TO ALLOW FOR REQUIRED FLOWLINE OFFSETS. CENTER RIM: 125.68 SDCB #5, TYPE 1 STA: 70+34, 17.40' LT STA 3+81.23, 161.22' LT OFFSET FROM FLOWLINE FOR A TYPE 1 SHALL BE 0.83'. CENTER IE: 122.58 12" (N) RIM: 124.03 124.14 STA 70+32.17, 33.18' RT 121.63 RIM: 124.37 OFFSET FROM FLOWLINE FOR A 48" TYPE 2 SHALL BE 1.67' IE IN: 121.67 (12"E) 47 LF 12" CPEP 124.13 RIM: 124.11 121.64 IE: 121.77 12" (S) 121.66 74 LF EX. 12" CPEP @ 0.10% IE IN: 121.67 (12"S) @ 0.02% IE: 121.92 12" (W) 121.61 IE: 121.77 12" (N) 121.59 2. ALL CATCH BASINS SHALL HAVE VANED GRATES PER WSDOT 122.04 IE OUT: 121.67 (12"N) STANDARD PLAN B-30.30, UNLESS OTHERWISE NOTED. 125 125 3. INSTALL CEMENT CONCRETE CURB AND GUTTER PAN PER WSDOT 128 LF 0.02% 90 LF 0.06% 82 LF 12" CPEP @ 0.03% 92 LF 12" CPEP @ 0.03% STANDARD PLAN F-10.16, AT ALL CATCH BASINS LOCATED ALONG THE CURB AND GUTTER. 4. ALL STORM SEWER PIPE SHALL BE CONSTRUCTED WITH ADS N-12 (NOT INSTALLED) CORRUGATED POLYETHYLENE PIPE (AASHTO M 294 TYPE S) UNLESS 120 16 LF 12" CPEP @ 0.50% 120 OTHERWISE NOTED ON PLANS. STORM STORM SEWER PIPE SPECIFIED SDCB #11, TYPE 1 AS HP PIPE SHALL BE CONSTRUCTED WITH POLYPROPYLENE (WSDOT 1.24% SDCB #15, TYPE 1 SDCB #13, TYPE 1 45 LF EX. 12" DI @ 1.97% STA: 72+04.40, 50.77' LT STA: 72+91.35, 13.19' LT STANDARD SPEC 9-05.24 AND AASHTO M330). WITH ADA GRATE PER WSDOT 124.62 RIM: 124.60 RIM: 124.51 SDCB #6, TYPE 1 STANDARD PLAN B-30.15-00 SDCB #3, TYPE 1 122.36 IE: 122.37 12" (NE) IE: 121.85 12" (S) 5. FINISHED AND EXISTING GRADE PROFILE ELEVATIONS ARE FROM RIGHT STA: 69+05.91, 27.94' RT STA: 3+72.74, 193.33' RT WITH SOLID LOCKING LID 124.46 RIM: 124.54 41 LF 12" CPEP @ 0.50% IE: 121.85 12" (N) OF WAY CENTERLINE AND DO NOT REFLECT THE CENTERLINE CROWN RIM: 125.04 125.17 STA: 71+26.43, 22.19' LT 0.78% (NOT INSTALLED) OF EXISTING OR PROPOSED GRADES. IE: 122.05 12" (W) 122.02 121.77 IE: 121.79 12" (E) RIM: 125.58 125.64 SDCB #12, TYPE 1 61 LF 12" CPEP @ 0.50% 115 EX. STCB #661, EXISTING TYPE 1 SDCB #16, TYPE 1 IE: 121.65 12" (W) 121.58 STA: 72+30.13, 18.57' LT 77 LF @ 0.47% 115 WITH SOLID LOCKING LID EX. STCB #9262, EXISTING TYPE 1 STA: 69+05.89, 21.08' LT IE: 121.65 12" (S) 121.55 RIM: 124.90 124.94 LEGEND STA: 3+82.76, 193.49' RT STA: 73+81.08, 16.66' LT RIM: 125.12 IE: 122.16 12" (SW) 122.04 RIM: 124.79 RIM: 124.70 IE: 121.70 12" (N) 121.67 IE: 122.16 12" (N) 122.02 PROPOSED RIGHT-OF-ROW IE: 121.69 12" (N) IE: 121.70 12" (S) IE: 121.72 12" (E) 121.75 IE: 121.69 12" (S) IE: 121.69 12" (S) 121.70 STORM SEWER PIPE IE: 121.69 12" (W) EXISTING GRADE ELEVATION @ ROW CENTERLINE NEW GRADE ELEVATION @ ROW CENTERLINE (NOT INSTALLED) 110 110 CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FG FG FG FG FG FG FG FG FG FG FG FG FG 125.27FG 125.35FG 124.79FG 124.54FG 124.54FG 124.78FG 125.27FG 125.95FG 127.78FG 126.17FG 125.54FG 125.33FG 125.11FG 124.92FG 124.76 5'x6'x1' DEEP HAND PLACED RIPRAP 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 BIORETENTION FACILITY 43RD AVE NE PROFILE SCALE: H:1"=40', V:1"=4' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy SD-2 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 24 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 43RD AVE NE STORM OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 57 I TRAVIS HALE DRAINAGE PLAN AND PROFILE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 0.5' MIN. SIDEWALK OR ASPHALT PAVEMENT PER PLAN TOP OF BANK FREEBOARD ELEVATION = 123.75 PONDING 1" LANDSCAPING DEPTH = 0.25' 4:1 MAX. 1 4 MAX SIDE SLOPE 4:1 BOTTOM ELEVATION = 123.00 18" MIN. BIORETENTION SOIL MEDIA (BSM) THICKNESS TO EXTEND TO THE EDGE OF BIORETENTION CELL. SEE SEE PROTECTION AND 10' BOTTOM BIORETENTION SOIL MIX NOTES. VERIFICATION NOTES WIDTH BELOW NATIVE SUBGRADE OR FREE DRAINING EQUIVALENT APPROVED BY GEOTECHNICAL ENGINEER DO NOT COMPACT NOTES: 1. SEE SHEET SD-1 FOR DIMENSIONS OF BIORETENTION CELL. 2. ABOVE THE MAXIMUM WATER SURFACE A 4" MULCH LAYER SHALL BE INSTALLED. WOOD CHIP MULCH SHALL BE COMPOSED OF SHREDDED OR CHIPPED HARDWOOD OR SOFTWOOD, SHALL BE FREE OF SEEDS, SOIL, ROOTS AND OTHER MATERIAL THAT IS NOT TRUNK OR BRANCH WOOD AND BARK. MULCH SHALL NOT INCLUDE GRASS CLIPPINGS, MINERAL AGGREGATE OR PURE BARK. PROTECTION: EXCAVATE BIORETENTION CELLS TO FINAL GRADE ONLY AFTER ALL DISTURBED AREAS IN THE UPGRADIENT PROJECT DRAINAGE AREA HAVE BEEN PERMANENTLY A STABILIZED. THE SIDEWALLS AND BOTTOM OF THE BIORETENTION CELLS EXCAVATION SHALL BE RAKED OR SCARIFIED TO A MINIMUM DEPTH OF 3 INCHES AFTER FINAL EXCAVATION TO RESTORE INFILTRATION RATES. 0.5' DEPTH GRAVEL OR CRUSHED VERIFICATION: SURFACING LEVEL SPREADER PRIOR TO PLACEMENT OF BIORETENTION SOIL MEDIA (BSM) THE SUBGRADE SHALL BE FINISHED, SCARIFIED, AND MEET THE DESIGN INFILTRATION RATE. AT LEAST SEED, FERTILIZER AND MULCH FILTER STRIP SEED, FERTILIZER AND TWO VERIFICATION OF PERFORMANCE TESTS SHALL BE PERFORMED PRIOR TO MULCH FILTER STRIP THE RELEASE OF THE FINANCIAL GUARANTEE. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS FROM THE GEOTECHNICAL ENGINEER. 6' BIORETENTION SOIL MIX NOTES: 1.75 INCHES OF COMPOST 1. BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE 2019 INCORPORATED INTO 6.25 INCHES OF STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, UNDER BMP T7.30. SOIL, MINIMUM 5% ORGANIC MATTER 2. BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40 PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65 PERCENT), BY GRAVEL OR CRUSHED 2' SURFACING LEVEL SPREADER 1" VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS MIX. PAVEMENT SURFACE 4% 2.1. MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL MEET EDGE OF PAVEMENT THE 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON BMP T7.30. 2.2. COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT COMPOST. 2.3. ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT. 2.4. CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G DRY SOIL. ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE: A 6' 2' Â· CEDAR GROVE COMPOSTING, WASHINGTON Â· OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE) ALTERNATIVE: LENGTH PER PLAN CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND APPROVED BY ENGINEER AND COUNTY. IF USING A CUSTOM BIORETENTION SOIL MIX, THE MEASURED (INITIAL) INFILTRATION SHALL BE LESS THAN 12 INCHES PER HOUR (ASTM D 2434) AT 85% COMPACTION (ASTM D 1557). THE DESIGN (LONG TERM) INFILTRATION RATE SHALL BE GREATER THAN 1 INCH PER HOUR. BIORETENTION CELL COMPOST-AMENDED VEGETATED FILTER STRIP 1 NOT TO SCALE 2 NOT TO SCALE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy SD-3 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 25 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM STORM DRAINAGE DETAILS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 1.50% FL: 124.80 5' 124 FG: 125.30 FG: 125.22 TC: 125.13 FG: 125.13 8' DETECTABLE WARNING FG: 124.83 FG: 125.47 FG: 125.65 2.64% SURFACE PER WSDOT FG: 125.08 1.66% 3.21' STANDARD PLAN F-45.10 1.50% 1.50% 125 125 10.92' 124 FG: 124.95 125 125 TC: 124.90 3.03' TC: 124.91 FL: 124.90 10' FG: 125.23 EG: 125.11 EG: 125.10 FL: 124.91 TC: 125.58 0.92% 125 CONTRACTOR SHALL COORDINATE 10' TC: 125.47 WITH NEIGHBOR TO ENSURE ADA ROUTE SLOPE DOES NOT EXCEED 4.5% FL: 125.25 FL: 125.14 5.13% 1.50% N FG: 125.17 0.90% 8' GRAPHIC SCALE 1 R1 RAMP DETAIL 1.50% STA:72+46.49, 32.55' RT SCALE: 1" = 5' STA:72+44.71, 13.76' LT 43RD AVE NE 0 5 10 11.93' FG: 125.64 FG: 125.05 1.05% 1" = 5 FEET 4.93' EG: 125.16 EG: 125.16 8' FG: 125.04 0.28% SAWCUT LINE DETECTABLE WARNING 1.50% SURFACE PER WSDOT 15.11' FG: 125.46 (TYP.) FL: 125.00 12' 2.73% STANDARD PLAN F-45.10 FL: 125.00 10' 8' TC: 125.00 TC: 125.00 1.50% 9.13' 0.94% 5.45% TC: 125.42 FG: 125.30 DETECTABLE WARNING FG: 125.42 FL: 125.09 1.00% SURFACE PER WSDOT DETECTABLE WARNING FL: 125.37 STANDARD PLAN F-45.10 TC: 125.15 TC: 125.26 TC: 125.54 TC: 125.20 5' SURFACE PER WSDOT FL: 124.65 FL: 124.93 FL: 124.70 STANDARD PLAN F-45.10 TC: 125.70 FL: 125.21 1.10% TC: 125.12 R2-R3-R4 RAMP DETAILS FL: 124.62 4 LEGEND TC: 125.10 43RD AVE NE SCALE: 1" = 5' FL: 124.60 FG FINISHED GRADE ELEVATION FL: 124.20 EG EXISTING GRADE ELEVATION FL: 124.53 DETECTABLE WARNING 1.50% TC: 124.53 TC TOP OF CURB ELEVATION EG/TC: 124.95 FL: 124.58 SURFACE PER WSDOT FG: 124.58 STANDARD PLAN F-45.10 5' FL FLOWLINE ELEVATION EG/FL: 124.53 FG: 124.65 TC: 124.97 STA:69+54.19, 29.80' LT FL: 124.64 TC: 125.12 SINGLE DIRECTION CURB FL: 124.79 RAMP PER WSDOT 125 FG: 124.20 STANDARD PLAN F-40.16-03 8' TC: 124.15 4.67% FL: 124.15 11.62' R12 RAMP DETAIL TC: 124.83 1.52% 2 SCALE: 1" = 5' 1.50% FL: 124.50 125 7.1' DETECTABLE WARNING FG: 124.27 SURFACE PER WSDOT 0.86% EG: 124.70 STANDARD PLAN F-45.10 DETECTABLE WARNING STA:69+16.26, 28.86' LT 8.9' EG: 124.86 SURFACE PER WSDOT 10' SINGLE DIRECTION CURB DETECTABLE WARNING EG/FL: 124.71 RAMP PER WSDOT 10' SURFACE PER WSDOT STANDARD PLAN F-45.10 1.50% EG/TC: 125.20 STANDARD PLAN F-40.16-03 0.58% STANDARD PLAN F-45.10 TC: 124.29 FL: 124.76 FL: 124.81 FL: 124.58 FL: 124.29 FG: 124.87 TC: 125.26 125 DETECTABLE WARNING STA:70+49.92, 19.92' LT FL: 124.69 SURFACE PER WSDOT TC: 124.91 TC: 125.02 FG: 124.22 6.10% STANDARD PLAN F-45.10 1.47% FG: 125.02 FL: 124.83 FL: 124.10 TC: 125.33 FL: 124.91 5' FG: 124.33 TC: 124.10 TC: 125.38 TC: 125.41 FG: 124.15 STA:70+41.53, 36.93' RT 1.50%FG: 124.48 FL: 124.88 8' 1.00% DETECTABLE WARNING 10' TC: 125.43 SURFACE PER WSDOT FL: 124.93 TC: 125.56 6.01% STANDARD PLAN F-45.10 FL: 125.06 5' TC: 124.19 1.00% FL: 124.19 TC: 124.38 2.59% FL: 124.05 7.40% 4.91' 10' 12' EG: 125.23 EG/FL: 125.12 EG: 124.78 EG: 124.90 1.50% EG/TC: 125.62 FG: 124.25 2.00% 43RD AVE NE FG: 124.38 FG: 125.83 FG: 125.73 3.07% 10.27' SAWCUT LINE TC: 124.52 (TYP.) FL: 124.19 FG: 124.58 EG: 125.95 EG: 125.85 1.50% 4.9' FG: 124.66 5' R19 RAMP DETAIL R9-R10-R11 RAMP DETAILS 3 SCALE: 1" = 5' 5 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy ADA-1 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 26 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. FG: 126.40 FG: 126.18 8' FG: 125.13 N 2.46% FG: 124.92 12' 8' 1.50% FG: 126.11 10' FG: 125.06 8' 125 125 125 1.50% 1.50% 10' FG: 126.22 FG: 125.52 8' 1.50% 1.50% GRAPHIC SCALE FG: 126.00 2.67% FG: 125.54 FG: 125.01 TC: 126.18 0 5 10 TC: 125.09 FL: 125.85 FL: 124.59 FG: 124.80 8' 1.50% 1.50% 1.45% 0.75% 1" = 5 FEET 11.66' 5.53% TC: 124.97 2.91% FG: 126.21 7.45% FL: 124.64 6' 1.49% TC: 124.75 126 FG: 125.45 FG: 124.94 FL: 124.75 126 5' 2.00% FG: 125.40 STA:3+10.24, 46.51' LT TC: 125.96 9.49' 1.50% TC: 126.14 LEGEND DETECTABLE WARNING FL: 125.96 FL: 125.81 SURFACE PER WSDOT 172ND ST NE STA:5+15.55, 28.50' LT TC: 125.45 FG FINISHED GRADE ELEVATION STANDARD PLAN F-45.10 FG: 124.71 FL: 124.95 TC: 124.90 DETECTABLE WARNING TC: 125.88 EG EXISTING GRADE ELEVATION TC TOP OF CURB ELEVATION 172ND ST NE TC: 125.35 FL: 124.90 SURFACE PER WSDOT FL: 125.88 FL FLOWLINE ELEVATION FL: 125.02 STANDARD PLAN F-45.10 172ND ST NE R17 RAMP DETAIL R16 RAMP DETAIL R5 RAMP DETAIL 1 SCALE: 1" = 5' 2 SCALE: 1" = 5' 3 SCALE: 1" = 5' TC: 126.77 FL: 126.44 DETECTABLE WARNING FG: 125.00 172ND ST NE DETECTABLE WARNING TC: 125.48 SURFACE PER WSDOT FG: 124.43 SURFACE PER WSDOT FL: 125.16 STANDARD PLAN F-45.10 FL: 124.88 STANDARD PLAN F-45.10 FL: 124.75 TC: 125.21 FL: 125.35 5+00 TC: 125.08 TC: 125.67 FL: 124.49 TC: 124.99 1.50% EG: 124.94 TC: 126.66 1.50% SAWCUT LINE FL: 126.33 TC: 125.24 (TYP.) 5' 10' 1.86% 9.98' 8' FG: 125.24 FG: 125.09 FG: 124.55 10' 15.71' 13.31' 6.30% TC: 125.05 12.85' TC: 125.00 4' FL: 124.55 15.29' FG: 124.56 FL: 125.55 0.77% 1.23% FL: 126.18 1.50% FL: 124.50 TC: 125.88 TC: 126.51 1.50% 0.69% 5.47% 5' 3.15% 10' FL: 126.26 TC: 124.62 1.50% 1.50% 10' TC: 126.59 TC: 125.03 FL: 124.62 8' 1.51% FL: 124.70 FL: 125.46 DETECTABLE WARNING FG: 124.65 SURFACE PER WSDOT TC: 125.80 DETECTABLE WARNING EG: 125.10 FG: 124.63 1.00% 6.99% SURFACE PER WSDOT FG: 125.47 FG: 125.65 STANDARD PLAN F-45.10 172ND ST NE MATCH EXISTING STANDARD PLAN F-45.10 1.66% 172ND ST NE 172ND ST NE CROSS SLOPE FG: 124.70 FG: 125.39 R15 RAMP DETAIL R6 RAMP DETAIL R8 RAMP DETAIL R13 RAMP DETAIL 4 SCALE: 1" = 5' 5 SCALE: 1" = 5' 6 SCALE: 1" = 5' 7 SCALE: 1" = 5' FL: 125.55 FG: 125.48 172ND ST NE FL: 125.66 TC: 125.88 FL: 125.28 DETECTABLE WARNING TC: 125.99 TC: 125.61 FL: 125.12 172ND ST NE SURFACE PER WSDOT FL: 125.75 4' TC: 125.12 STA:3+08.84, 22.99' RT STANDARD PLAN F-45.10 TC: 125.75 1.50% DETECTABLE WARNING STA:5+15.05, 43.14' RT 6.76% SURFACE PER WSDOT FL: 125.85 FG: 126.04 FG: 125.42 FG: 125.66 STANDARD PLAN F-45.10 TC: 125.85 FG: 125.93 1.50% 7.43' FG: 125.17 FL: 125.93 FG: 125.79 FL: 124.98 TC: 126.26 TC: 124.98 FG: 125.94 126 FL: 124.85 FG: 125.04 TC: 125.18 3.02% TC: 125.88 1.46% 21.6' 5' FG: 126.01 FG: 126.31 1.00% FL: 125.55 1.50% 10' FG: 125.02 10' FG: 125.89 1.50% FG: 125.22 4.97% FG: 126.10 1.50% 1.50% 2.33% 1.50% 6' 1.50% 2.78% TC: 125.92 8' 5.98% 10' FL: 125.59 126 5.99% 1.50% 9.96' 8' 5' 10' 1.50% 8.16' 10' TC: 125.94 FG: 126.18 1.50% 5' 1.50% FL: 125.61 FG: 125.81 1.50% 6' FG: 125.32 1.00% FG: 126.22 FG: 126.08 8' FG: 125.17 FG: 125.30 FG: 125.94 FG: 126.19 FG: 126.11 1.43% EG: 126.24 FG: 126.04 EG: 126.16 FG: 126.46 FG: 124.89 R14 RAMP DETAIL R7 RAMP DETAIL R18 RAMP DETAIL 8 SCALE: 1" = 5' 9 SCALE: 1" = 5' 10 SCALE: 1" = 5' REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/27/2023 TW/GG 12-06-2022 PANATTONI B DEVELOPMENT Panattoni Arlington - Project Roxy ADA-2 C DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS D E TS AHBL #2200283.10 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: F S P O K A N E T R I - C I T I E S TACOMA, WA 98402 27 G APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF H BB 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM ACCESSIBILITY DETAILS 57 I TRAVIS HALE 02/27/2023 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy PM-01 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 28 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 PAVEMENT MARKING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy PM-02 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 29 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 PAVEMENT MARKING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy PM-03 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 30 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 PAVEMENT MARKING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy PM-04 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 31 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 PAVEMENT MARKING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy PM-05 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 32 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 PAVEMENT MARKING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 73+00 72+00 -2-00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 71+00 70+00 69+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy SG-01 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 33 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 SIGNING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 75+00 68+00 74+00 67+00 66+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy SG-02 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 34 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 SIGNING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy SG-03 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 35 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 SIGNING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 ONLY REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy SG-04 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 36 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 SIGNING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 90+87 25+00 26+00 27+00 28+00 29+00 30+00 90+00 31+0031+10 89+00 REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy SG-05 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 37 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 SIGNING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 15 43rd Ave NE 43rd Ave NE ONLY 172nd St NE ONLY ENTRANCE ONLY AHEAD SPEED TOURIST LIMIT ACTIVITIES BIKE LANE BIKE LANE 35 ENDS 51ST AVE NE RIGHT LANE BEGIN RIGHT TURN LANE MUST TURN RIGHT YIELD TO BIKES KEEP THE 43RD AVE NE 43RD AVE NE CHANGE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy SG-06 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 38 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 SIGNING PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 73+00 Â· Â· Â· PB PB Â· C 72+00 C 2+00 3+00 C 4+00 5+00 6+00 7+00 C C T 71+00 C PB C C C 70+00 PB REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy IL-01 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 39 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 ILLUMINATION PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy IL-02 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 40 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 ILLUMINATION PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. 74+00 73+00 PB PB C 72+00 C PB 2+00 3+00 C 4+00 5+00 6+00 7+00 8+00 C C T 71+00 C PB T C C C Â· Â· C 70+00 Â· Â· PB Â· REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-01 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 41 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-02 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 42 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. PB scv PB PB PB REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-03 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 43 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-04 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 44 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-05 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 45 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-06 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 46 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-07 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 47 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-08 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 48 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASBUILTS 02/15/2023 DMA 02-27-2023 PANATTONI DEVELOPMENT Panattoni Arlington - Project Roxy TS-09 B TENW DRAWN BY: JOB NO.: COMPANY, LLC ASBUILTS C Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: D Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 49 E Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM F EMS Phone: 425-250-0584 FIBER & RRFB PLAN 57 02-27-2023 DUSTIN QUATTROCCHI G GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET PAVING, TYP. SEE CIVIL. GENERAL PLANTING NOTES 1. PLANTING SHALL CONFORM TO ALL CITY OF ARLINGTON CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. RESTORE DISTURBED RESTORE DISTURBED PLANTING AREAS TO EXISTING CONDITIONS OR BETTER. AREAS TO EXISTING CONDITIONS OR 2. CONTRACTOR SHALL VERIFY ON-SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. BETTER, TYP. 172ND ST. NE 3. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 4. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR QUICK COUPLER 4 SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS L-1.2 AND ESTIMATING GROUNDCOVER QUANTITIES. RIGHT OF WAY 5. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS LINE AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. T 6. SEE SHEET L-1.2 FOR DETAILS 7. SEE PROJECT ROXY FOR SPECIFICATIONS. 8. PROVIDE TEMPORARY IRRIGATION AS REQUIRED UNTIL PLANTS ARE ESTABLISHED. COORDINATE WITH PROJECT ROXY IRRIGATION INSTALLER. PLANTING OUTSIDE OF TRENCHING AND SLEEVING 3 ROUNDABOUT BY OTHERS. SEE PLANT SCHEDULE PROJECT ROXY. L-1.2 SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE QTY RU RHAPHIOLEPIS UMBELLATA 'MINOR' TM GULF GREEN INDIAN HAWTHORN 5 GAL 8 SHRUB AREAS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY MAIN LINE STUB-UP BY OTHERS- SEE PROJECT CP CISTUS X PULVERULENTUS 'SUNSET' SUNSET ROCKROSE 1 GAL 48" o.c. 18 ROXY AND COORDINATE WITH ROXY IRRIGATION INSTALLER NG NANDINA DOMESTICA 'GULF STREAM' TM GULF STREAM HEAVENLY BAMBOO 1 GAL 36" o.c. 11 LAWN GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY MS MISCANTHUS SINENSIS 'ADAGIO' ADAGIO EULALIA GRASS 1 GAL 36" o.c. 58 43RD AVE. NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: MS 09-14-2021 PANATTONI C ASI-031.1 PERMIT REVISION 2-23-2022 EH DEVELOPMENT Panattoni Arlington - L-1.1 D PERMIT REVISION 3-10-2022 EH DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy E PERMIT REVISION 4-25-2022 MS EH AHBL #2200283.40 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 OF CS 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM PLANTING PLAN 2 TRAVIS HALE 02/27/2023 NOTE: GROUNDCOVER PLANTING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. SPACING X .86 FOR TRIANGULAR PATTERN 12" MIN FROM CURB SPACING AS SPECIFIED 3" MULCH. NO MULCH AGAINST THE BASE OF THE PLANT 3" OF MULCH. NO MULCH AGAINST BACKFILL WITH EXCAVATED SOIL THE BASE OF THE PLANT REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN BACKFILL WITH INTO GROUND. SET TOP OF BALL SCARIFY EXCAVATED SOIL. FLUSH WITH FINISH GRADE. SIDES OF WATER THOROUGHLY. PLANTING PIT LOOSEN / PULL OUT ROOTS 2X ROOTBALL FROM CONTAINER GROWN PLANTS SHRUB PLANTING GROUNDCOVER PLANTING 1 2 NTS P-2-PAN-02 1/2" = 1'-0" P-2-PAN-66 12" MAX 1" MIN. FINISHED GRADE. 6" MIN. 2" MAX. PLANTING CONDITION PAVING CONDITION NOTES: FINISH GRADE 1. DIMENSIONS ARE MINIMUM CLEARANCES. QUICK COUPLING VALVE AS SPECIFIED. PAVING SECTION PER 2. ALL TRENCH BACKFILL MATERIAL SHALL TWO STAINLESS SCH. 80 NIPPLE, LENGTH AS REQ. CIVIL PLANS BE CLEAN IMPORTED SAND. STEEL CLAMPS. 6" DEEP LAYER OF 3/4" AT 85% DENSITY 3. DO NOT TAPE OR BUNDLE WIRES IN CRUSHED ROCK. 1'-0" (SOIL BACKFILL) SLEEVES. 1'-6" STRUCTURAL FILL 3" PVC SCHEDULE 80 1'-6" AT 95% DENSITY 4. ALL SLEEVES TO BE TWICE THE SIZE OF NIPPLE. 2'-0" THE COMBINED PIPES INSIDE. 1/2" X 36" GALV STEEL PIPE. LATERAL LINE(S) 5. SLEEVES REQUIRED UNDER ALL PAVED AREAS AND WALLS. THREE PVC SCH 80 TRACER WIRE ELLS. 12" PVC SCHEDULE 80 6. SLEEVE TO EXTEND 18" BEYOND THE NIPPLE. MAIN LINE(S) EDGE OF PAVING ON BORTH SIDES. 4" 10" DIAMETER VALVE BOX. CONTROL WIRES 7. INSTALL TRACER WIRE WITH MAIN LINE HEAD BRAND "QVC" ON LID WITH 2" HIGH CHARACTERS. 4" 4" CLEAN SAND QCV TRENCHING AND SLEEVING QUICK COUPLER 3 4 1 1/2" = 1'-0" 1 1/2" = 1'-0" REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: MS 09-14-2021 PANATTONI C ASI-031.1 PERMIT REVISION 2-23-2022 EH DEVELOPMENT Panattoni Arlington - D PERMIT REVISION 3-10-2022 EH L-1.2 DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy E PERMIT REVISION 4-25-2022 MS EH AHBL #2200283.40 T A C O M A S E A T T L E 1821 DOCK STREET, SUITE 100 SHEET NO.: S P O K A N E T R I - C I T I E S TACOMA, WA 98402 APPROVED BY: DRAWING FILE NO.: 2215 North 30th Street, Suite 300 Tacoma, WA 98403 (206) 838-3851 LANDSCAPE DETAILS OF CS 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB THALE@PANATTONI.COM 2 TRAVIS HALE 02/27/2023 N REPLACE CURB AND GUTTER AS NEEDED PROPOSED DRIVEWAY PER COA DETAIL R220 TREE REMOVAL AS NEEDED TO ACCOMMODATE 20' WIDTH GRAPHIC SCALE DRIVEWAY WIDENING 0 25 50 100 CONCRETE SIDEWALK 1" = 50 FEET MATCH EXISTING PATHWAY WIDTH NEAT SAWCUT LINE SOLID STRIPED CENTERLINE 20' WIDE ASPHALT PAVEMENT 2.5" HMA OVER EXISTING SUBGRADE APPROXIMATE LOCATION OF FIRE STATION #48 NORTH COUNTY FIRE STATION #48 TREES TO REMAIN. CITY TO TRIM TREES FOR CLEARANCE. EXISTING WATER MAIN REMOVE EXISTING FENCE AS NEEDED NEAT SAWCUT LINE EXISTING WATER VALVE TO BE RAISED TO FINISHED GRADE Civil Engineers Structural Engineers Landscape Architects Community Planners PROJECT ROXY Land Surveyors Neighbors SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES KEEP MERGE WITH ROAD RIGHT LANE ROAD WORK TRAFFIC CLOSED AHEAD AHEAD RIGHT CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R ROAD PROTECTIVE VEHICLE (WORK VEHICLE) = R CLOSED â€ â€ 74+00 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK KEEP AHEAD RIGHT RIGHT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 02-11-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 50 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-11-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 ROAD CLOSED 68+00 67+00 ROAD CLOSED 66+00 SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 02-11-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 51 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-11-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROAD WORK XX FT ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 ROAD ROAD WORK WORK TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R XX FT AHEAD PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ SINGLE-LANE CLOSURE FOR 172ND ST NE FULL ROAD CLOSURE FOR 43RD AVE NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 02-11-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 52 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-11-2022 DUSTIN QUATTROCCHI Phase 1 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. END DETOUR DETOUR ROAD CLOSED NO TURNS NORTHBOUND NO ACCESS TO 43RD AVE NE USE TO AT 172ND ST NE VIA SMOKEY POINT THRU TRAFFIC 43RD AVE NE 43RD AVE NE DETOUR 43RD AVE NE BLVD 43RD AVE NE LOCAL ACCESS NO ACCESS TO LOCAL ACCESS DETOUR TO BUSINESSES USE FOR BUSINESSES 172ND ST NE VIA ONLY ON 172ND ST NE 51ST AVE NE 43RD AVE NE 172ND ST NE OPEN DETOUR 172ND ST NE DETOUR NO TURNS AT 43RD AVE NE 43RD AVE NE DETOUR 172ND ST NE 43RD AVE NE NORTHBOUND DETOUR 43RD AVE NE USE DETOUR SMOKEY POINT LOCAL ACCESS NO TURNS BLVD TO BUSINESSES AT ON 172ND ST NE 43RD AVE NE 172ND ST NE OPEN DETOUR 43RD AVE NE USE DETOUR 51ST AVE NE ROAD CLOSED 43RD AVE NE TO DETOUR THRU TRAFFIC LOCAL ACCESS TO BUSINESSES ON 172ND ST NE 43RD AVE NE 43RD AVE NE LOCAL ACCESS OPEN DETOUR FOR BUSINESSES ONLY 43RD AVE NE DETOUR DETOUR ROAD CLOSED TO THRU TRAFFIC 43RD AVE NE LOCAL ACCESS FOR BUSINESSES ONLY DETOUR PHASE 1 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 02-11-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 53 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-11-2022 DUSTIN QUATTROCCHI Phase 1 Detour SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. BIKES ROAD LEFT LANE ROAD MERGE WITH WORK TRAFFIC CLOSED AHEAD AHEAD CLOSED TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ 73+00 72+00 -1-00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 ROAD 71+00 WORK AHEAD LEFT LANE BIKES CLOSED MERGE WITH AHEAD TRAFFIC CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 02-11-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 54 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-11-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. â€ â€ 70+00 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R PROTECTIVE VEHICLE (WORK VEHICLE) = R 69+00 68+00 67+00 ROAD RIGHT LANE WORK CLOSED AHEAD AHEAD RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD 66+00 CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 02-11-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 55 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-11-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. ROAD WORK AHEAD 7+00 8+00 9+00 10+00 11+00 12+00 KEEP RIGHT KEEP ROAD WORK AHEAD TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R RIGHT PROTECTIVE VEHICLE (WORK VEHICLE) = R â€ â€ CENTER LANE CLOSURE FOR 172ND ST NE REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 02-11-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 56 Office (425) 889-6747 (303) 846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-11-2022 DUSTIN QUATTROCCHI Phase 2 SECTION 21 & 28, TOWNSHIP 31 NORTH, RANGE 5 E., W.M. NO ACCESS ROAD CLOSED NO LEFT USE SMOKEY SOUTH OF TO TURN AT POINT BLVD 172ND ST NE THRU TRAFFIC 43RD AVE NE USE 51ST AVE NE NO LEFT TURN AT NO LEFT 43RD AVE NE TURN AT 43RD AVE NE NO ACCESS USE SMOKEY SOUTH OF POINT BLVD 172ND ST NE USE 51ST AVE NE ROAD CLOSED TO THRU TRAFFIC PHASE 2 VEHICULAR AND PEDESTRIAN DETOUR ROUTES REVISION DATE BY DESIGNED BY: ISSUE DATE: DRAWING NO.: A ASI-031 PERMIT REVISION 1/25/2022 DMA DMA 02-11-2022 PANATTONI TENW DEVELOPMENT Panattoni Arlington - DRAWN BY: JOB NO.: COMPANY, LLC Project Roxy Transportation Engineering NorthWest BVL/KEW TENW #2020-140 1821 DOCK STREET, SUITE 100 SHEET NO.: Transportation Planning | Design | Traffic Impact & Operations TACOMA, WA 98402 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 57 Office (425) 889-6747 (303)846-5824 APPROVED BY: DRAWING FILE NO.: Traffic Control Plan - OF Project Contact: Danielle Allen, P.E. DQUATTROCCHI@PANATTONI.COM EMS Phone: 425-250-0584 57 02-11-2022 DUSTIN QUATTROCCHI Phase 2 Detour From: Taylor Johnson To: Nova Heaton Cc: Launa Peterson; Gallop, Mike; Dustin Quattrocchi; Jason Weldon; Triton Cole Subject: PWD-2782 - Roxy RAB Work Hour Variance Date: Thursday, March 24, 2022 8:48:55 AM [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Good Morning Nova, As discussed, we are requesting the following working hours for the SR-531/41st Ave RAB construction; - Monday-Saturday - 6am-6pm - Sundays and night work will be requested in advance per our existing agreements. Thank you, Taylor -- Taylor Johnson, PMP, LEED AP BD+C l Project Executive CLARK CONSTRUCTION GROUP LLC 520 Pike, Suite 2550 Seattle, WA 98101 m. 253-722-4571 www.clarkconstruction.com www.veterans.clarkconstruction.com ! ! " #$%&'(& ! ! "# $%&'()' ! 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