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HomeMy WebLinkAbout6310 188th St NE_PWD1776_2026 TABLE OF CONTENTS ITEM PAGE TABLE OF CONTENTS .................................................................................................... 1 LIST OF FIGURES ............................................................................................................ 2 1. PROJECT OVERVIEW ........................................................................................... 3 A. DRAINAGE INFORMATION SUMMARY TABLE ................................................... 4 2. EXISTING SITE CONDITIONS ............................................................................... 4 3. OFF-SITE ANALYSIS AND MITIGATION ............................................................... 5 A. UPSTREAM ANALYSIS ........................................................................................ 5 B. DOWNSTREAM ANALYSIS .................................................................................. 5 4. SWPPP NARRATIVE ............................................................................................. 6 A. SITE GRADING/EROSION CONTROL RISK ASSESSMENT ............................... 6 B. SWPPP MINIMUM ELEMENTS ............................................................................. 6 5. SOURCE CONTROL .............................................................................................. 8 6. PRESERVATION OF NATURAL DRAINAGE SYSTEM ......................................... 8 7. ON-SITE STORMWATER MANAGEMENT ............................................................ 9 8. RUN-OFF TREATMENT ........................................................................................10 9. FLOW CONTROL ..................................................................................................10 10. WETLAND PROTECTION .....................................................................................10 11. OPERATIONS AND MAINTENANCE MANUAL ....................................................10 APPENDIX A..................................................................................................................... A WWHM12 CALCS ......................................................................................................................... A APPENDIX B..................................................................................................................... B GEOTECHNICAL REPORT ......................................................................................................... B 1 LIST OF FIGURES ITEM PAGE FIGURE 1 VICINITY MAP ............................................................................................11 FIGURE 2 EXISTING DRAINAGE BASIN MAP ...........................................................12 FIGURE 3 DEVELOPED DRAINAGE BASIN MAP ......................................................13 2 1. PROJECT OVERVIEW This document is intended to provide the engineering information necessary to support the construction plan submittal to the City of Arlington for the new industrial building and parking proposed on this lot. The site covers 0.92 acres. The existing site currently contains some trees and ground cover consists of grass. The total on-site disturbance area will be the entire site along with the area within the right-of-way along the north property line. The proposed driveway will take access from 188th St NE to the north. City improvements will include a new 22 foot wide road along the west property line and a 3 foot wide ditch alongside the new road, however to avoid grading on adjacent properties, only a 20 foot wide road will be constructed at this time. The parcel is currently undeveloped and is surrounded by developed parcels in all directions. The slope of the site in the area of the proposed improvements is generally flat and averages less than 5 percent. This development proposes to construct a new industrial building and parking area. The project proposes to construct approximately 30,499 sf (0.70 ac) impervious surfaces for the new roof and driveway, with an additional 5,130 sf of impervious surfaces being added for the construction of the new roadway along the west side of the property line, per City requirements. Due to the size of the project Minimum Requirements 1-9 apply to the proposed drainage design. The runoff from the roof and parking area will be infiltrated on-site. Drainage calculations indicate the increase in the 100-year peak flow rates for the existing and developed conditions are below the 0.15 cfs limit (15-minute time steps) in the threshold discharge area, therefore additional flow control is not required. This project proposes to construct approximately 12,963 sf of pollution generating impervious surfaces (PGHS) and water quality will be met using catch basin storm filters before infiltrating. All on-site drainage improvements have been designed to meet or exceed the 2012 DOE Stormwater Management Manual. The project location is XXXX 188th St NE, Arlington, WA 98223, and in Section 22, Township 31N, Range 5E, Willamette Meridian. See Figure 1 - Vicinity Map. 188th St 17-0618 July 2018 Page 3 A. DRAINAGE INFORMATION SUMMARY TABLE Project: 188th St Building TPN: 31052200100400 Engineer: Omega Engineering, Inc. 2707 Wetmore Avenue Total site area: 0.92 acres Everett, WA 98201 Disturbed area: 0.92 acres Attention: Joseph Smeby, P.E. New buildings: 1 Applicant: HCI Steel Buildings, LLC 17833 59th Ave NE, Suite C Arlington, WA 98223 Attention: Ted Wheeler 2. EXISTING SITE CONDITIONS The project location is XXXX 188th St NE, Arlington, WA 98223, and in Section 22, Township 31N, Range 5E, Willamette Meridian. See Figure 1 - Vicinity Map. The entire property consists of 0.92 acres. Access to the site is from the existing roadway to the north (188th St NE). The existing site is currently undeveloped, however it is surrounded by developed sites. Vegetation on-site consists of some trees and grass. The disturbance area consists of the entire site. The existing developable site is rectangular in shape. The parcel dimensions of the rectangular shape in back are approximately 165-feet east-west and 244-feet north-south. The grades on the site, in the area of disturbance, are flat and average less than 5 percent on-site. The site generally drains in the southwesterly direction toward the south and west property lines. This project will not affect any off-site flows from passing through the site as in the existing condition. The soil conditions for this project were provided by Nelson Geotechnical Associates, Inc. The soils were found to be fine to coarse sand with gravel and relatively low silt content. Groundwater was not encountered during the explorations. A stormwater infiltration investigation was performed by Nelson Geotechnical Associates, Inc., which included an on-site Pilot Infiltration Test (PIT). Results from the PIT test found a short-term infiltration rate ranging from 32.28 to 135.10 inches per hour. Based on the observed short-term infiltration rate, in conjunction with the reduction factors in accordance with the SWMMWW, a long-term infiltration rate of 10 inches per hour was recommended for subsurface soils at the project site, Nelson Geotechnical Associates, Inc. Refer to Appendix B for the geotechnical report. . 188th St 17-0618 July 2018 Page 4 3. OFF-SITE ANALYSIS AND MITIGATION This site proposes to construct approximately 30,499 sf (0.70 ac) impervious surfaces for the new roof and parking area, with an additional 5,130 sf of impervious surfaces being added off-site for the construction of the new roadway along the west side of the property line within the dedicated property to the City. The following table summarizes the new PGHS and NPGHS proposed on-site. PGIS NPGIS Total (sf) (sf) (sf) Existing 1,724 0 1,724 Removed 0 0 0 Replaced 1,724 0 1,724 New 11,239 17,536 28,775 New + Replaced 12,963 17,536 30,499 Total Impervious 12,963 17,536 30,499 The new impervious surfaces will be mitigated using on-site stormwater management BMPs including infiltration trenches and soil management. A. UPSTREAM ANALYSIS During the site visit it was observed that there was little off-site area that drained toward the proposed project area. It was clear that all off-site flows will pass through or around this site and remain that way after construction. Based on the location of the proposed improvements the existing runoff from the upstream area will continue to flow unaffected around this site after the project has been constructed. B. DOWNSTREAM ANALYSIS The project site is very flat and runoff appears to naturally infiltrate on-site. However, if runoff from the site did not infiltrate then it appears to drain in the southwesterly direction toward the south and west property lines. Runoff appears to continue in the southwesterly direction across private properties. 188th St 17-0618 July 2018 Page 5 4. SWPPP NARRATIVE A SWPPP plan has been prepared for this project and is shown on sheet 2 of the engineering plan set. The plan has been designed to protect the downstream system during the construction of the on-site improvements. This section is a summary of the proposed measures to reduce the impacts to the downstream system. The intent of this section is to provide the information necessary to support the engineering plans in order to implement a design that will; reduce, eliminate or prevent the discharge of stormwater pollutants, meet or exceed the water quality and sediment management standards for the City and State, and prevent adverse impacts to the receiving waters for this project. A. SITE GRADING/EROSION CONTROL RISK ASSESSMENT Area proposed to be cleared/worked: 0.92 acres Average slope for the site: < 5% (Area of Disturbance Only) Erosion Hazard of Soil Low Critical Areas downslope No Site is upstream of an ESA Stream No Based on the above information and the fact that the area of the site to be disturbed is flat and construction site runoff will pass through silt fencing or other perimeter filtration features prior to leaving the site, and that if site conditions warrant, additional BMP’s can be implemented as corrective measures the Risk Category for this site is Low Risk. B. SWPPP MINIMUM ELEMENTS 1: Preserve Vegetation and Mark Clearing Limits The first step in the construction process is for the contractor to flag or fence the limits of clearing/disturbance prior to any other construction activity. The engineering plans locate and provide the square footages for the areas of grading, clearing, impervious surfaces and un-disturbed areas on the proposed site. Approximately 100% of the project parcel will be cleared or disturbed for this project. 2: Establish Construction Access The SWPPP calls for the proposed construction entrance to be installed as the second step after the staking of clearing limits. At this time winter work is expected during the wet season. 3: Control Flow Rates This project is below the thresholds requiring flow control for the project. 188th St 17-0618 July 2018 Page 6 4: Install Sediment Controls This site SWPPP proposes to construct/maintain a gravel entrance, vegetative buffer, silt fencing or a brush barrier if necessary and retention of the existing vegetation that will provide a vegetated strip between the cleared areas and any property line. The construction of these features should be completed before the clearing and grading of the site. Mulch will also be used on the exposed soil as necessary to limit erosion. 5: Stabilize Soils The “Construction Sequence” calls for the stabilization of soils that remain unworked for certain lengths of time based on the time of year. Stabilization techniques may include but not limited to mulching, plastic sheeting or hydroseeding, notes have been added to the plan regarding protection for the stock pile area if necessary. A stockpile area has been identified on the SWPPP and is setback a minimum of 10-feet from any down slope property line or critical area. 6: Protect Slopes All disturbed slopes on site during construction are required to be protected with mulch or other means as specified in the construction sequence. No concentrated runoff or significant amounts of sheet flow will be directed to new cut or fill slopes during construction. 7: Protect Drain Inlets All new catch basins will be installed with silt socks/inlet protection during construction. 8: Stabilize Channels and Outlets No new channels or outlets are proposed for this site. 9: Control Pollutants No outside chemicals are expected to be necessary for the construction of this project. Concrete truck chutes, pumps, internals and hand tools shall be washed out only into formed areas awaiting installation of concrete or asphalt. Unused concrete remaining in the truck and pump shall be returned to the originating batch plant for recycling. When no formed areas are available, washwater and leftover product shall be contained in a lined container and disposed of in a manner that does not violate water quality standards. All vehicles working on and around the site would need to meet the State requirements for emissions. A drip pan or other appropriate temporary containment device shall be placed at locations where leaks or spills may occur during the fueling or maintenance of machinery. 10: Control DeWatering DeWatering is not expected for this project. 11: Maintain BMPs The construction supervisor will be responsible for maintaining all BMPs during construction and working with the County to relocate or add BMPs as necessary as site conditions change. 12: Manage the Project It will be the responsibility of the Contractor and Developer to manage this project and coordinate with the County Inspector and Engineer. 188th St 17-0618 July 2018 Page 7 Inspection and Monitoring: Site inspections shall be done by a person who is knowledgeable in the principles and practices of erosion and sediment control. The person must have skills to first assess the site conditions and construction activities that could impact the quality of stormwater, and second assess the effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. Whenever inspection and/or monitoring reveals that the BMPs identified in the Construction SWPPP are inadequate, due to the actual discharge of or potential to discharge a significant amount of any pollutant, appropriate BMPs or design changes shall be implemented as soon as possible. Maintaining an Updated Construction SWPPP: The construction SWPPP shall be retained on-site or within reasonable access to the site. The SWPPP shall be modified whenever there is a change in the design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the state. The SWPPP shall be modified if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. The SWPPP shall be modified as necessary to include additional or modified BMPs designed to correct problems identified. Revisions to the SWPPP shall be completed within seven days following inspection. 13: Protect On-Site Stormwater Management BMPs for Runoff from Impervious Surfaces The use of infiltration BMPs for this project will allow for the installation of these features at the end of the project during final stabilization. That will protect those areas from disturbance or compaction. In addition, the organic content of the amended soils will be tested and verified prior to final project acceptance. 5. SOURCE CONTROL Water quality treatment is proposed for this project. Refer to Section 8 of this report. 6. PRESERVATION OF NATURAL DRAINAGE SYSTEM Runoff in the developed conditions will be 100% infiltrated on-site up to the 100-year storm event. 188th St 17-0618 July 2018 Page 8 7. ON-SITE STORMWATER MANAGEMENT Current City code requires this site be analyzed using the 2014 DOE manual. The WWHM2012 has been selected to size the appropriate drainage mitigation system for this project. The 2014 drainage manual calls for the use of an approved continuous runoff hydrology model and the WWHM2012 stormwater software meets this requirement. As previously mentioned, the on-site soils were found to be fine to coarse sand with gravel and relatively low silt content, per Nelson Geotechnical Associates, Inc. Groundwater was not encountered. Since these soils have an acceptable hydraulic conductivity, infiltration, an LID technique, is the preferred stormwater BMP for roof and driveway surfaces. As previously mentioned, a stormwater infiltration investigation was performed by Nelson Geotechnical Associates, Inc., which included an on-site Pilot Infiltration Test (PIT). Results from the PIT test found a short-term infiltration rate ranging from 32.28 to 135.10 inches per hour. Based on the observed short-term infiltration rate, in conjunction with the reduction factors in accordance with the SWMMWW, a long-term infiltration rate of 10 inches per hour was recommended for subsurface soils at the project site, Nelson Geotechnical Associates, Inc. Refer to Appendix B for the geotechnical report. This project proposes two roof infiltration trenches and two PGIS infiltration trenches to fully infiltrate the runoff from the proposed roof and driveway surfaces from the developed site and therefore has been sized to accommodate the developed tributary conditions for this project to the 100-year condition. Refer to Appendix A for WWHM12 calculations. The proposed roof area totals approximately 17,536 sf and will be infiltrated on-site via two infiltration trenches. The size of the infiltration trench was determined using WWHM12 and an infiltration rate of 10 inches per hour (provided by Nelson Geotechnical Associates, Inc.). The bottom area of the trench shall be 110 linear feet long and 6 feet wide. Due to the site layout, the trench shall be divided, allowing half of the roof area to be directed to one trench and the other half directed to another trench. Therefore, each trench shall be 55 linear feet long and 6 feet wide. The trench depth shall be 4 feet deep of washed rock. The proposed driveway/parking area totals approximately 12,816 sf and will be infiltrated on-site via two infiltration trenches. The size of the infiltration trench was determined using WWHM12 and an infiltration rate of 10 inches per hour (provided by Nelson Geotechnical Associates, Inc.). The bottom area of the trench shall be 80 linear feet long and 6 feet wide. Due to the site layout, the trench shall be divided, collecting half of the driveway surfaces in one trench and the other half in another trench. Therefore, each trench shall be 40 linear feet long and 6 feet wide. The trench depth shall be 4 feet deep of washed rock. Refer to the stormwater site plan details and location of trenches. Finally, any area of the site not proposed to be covered with impervious surfaces but graded or compacted will be treated to meet the criteria for BMP T.5.13. As previously mentioned, the new road along the west side of the project site will sheet flow to the east and will be collected by a ditch proposed along the east side of the new roadway. Based on the soils found on-site, it is assumed this runoff will infiltrate into the ditch. No stormwater calculations were performed for mitigation of the road surfaces or sizing of the ditch. 188th St 17-0618 July 2018 Page 9 8. RUN-OFF TREATMENT Water quality for this project will be provided using catch basin stormfilters. All runoff from the proposed paved parking area on-site will be treated with the use of filters by Contech Engineered Solutions, LLC prior to entering the infiltration trenches. These filters should be sized by analyzing the tributary sub-basin to the individual filters. 9. FLOW CONTROL The design and analysis for this project requires the construction of infiltration systems that have been sized using the WWHM12 software. This site will fully infiltrate the 100- year storm event from the developed site. Since this project proposes to infiltrate the new and replaced impervious surfaces the developed flow conditions for the 100-year peak runoff rate is expected to be less than in the existing conditions. This project is shown to construct less than 10,000 sf of effective impervious surfaces (EIS) since the roof and parking area will be infiltrated on-site. Finally the site has been analyzed for the existing conditions and developed conditions to determine the increase for the 100-year peak runoff rate is below the 0.15 cfs threshold (15-minute time steps). This result was expected when the use of the flow reduction credits was applied to the model. Therefore, no further flow control is required. 10. WETLAND PROTECTION By designing the on-site improvements to increase the peak flow rates from the site by less than 0.15 cfs and by maintaining the sheet flow condition, this will provide the necessary protection to any downstream NGPA. 11. OPERATIONS AND MAINTENANCE MANUAL The Property Owner will be responsible for maintaining the stormwater and landscaping facilities within this project. Specific problems can be recorded along with the appropriate action taken. Routine inspections and maintenance will improve the long-term performance of the stormwater facilities. If at any time you are unsure if a problem exists or how to address a specific problem contact a Professional Engineer. 188th St 17-0618 July 2018 Page 10 N FIG. 1 OMEGA ENGINEERING, INC. 2707 WETMORE AVE. Everett, WA 98201 (o)425.387.3820 (f) 425.259.1958 188TH ST. NE N FIG. 2 OMEGA ENGINEERING, INC. 2707 WETMORE AVE. Everett, WA 98201 (o)425.387.3820 (f) 425.259.1958 188TH ST. NE N FIG. 3 OMEGA ENGINEERING, INC. 2707 WETMORE AVE. Everett, WA 98201 (o)425.387.3820 (f) 425.259.1958 5' Landscaping Requirement: 20% Shading of the Parking Stalls Parking Stalls = 12 Total, 1 Handicap & 11 Standard Landscaping Proposal: Each of the (3) trees, located as shown, will provide shading for ~ one parking space at full growth of 15' radius. 20% of 12 = 2.4 parking spaces shaded total. Proposal should meet minimum requirement of 20% shading. Trees proposed for planting: Dorsett Apple. Scale: 1in = 30ft. 0in. 0 ft. 18 ft. 30 ft. 60 ft. REVISION DATE TITLE 5/27/2019 Smith Land Development Services DESCRIPTION HCI Buildings – Landscaping Plan 6428 221st Ave. NE, Granite Falls, WA 98252 DATE DRAWN BY Bus (425) 238-6324 5/27/2019 STACY SMITH PAGE SCALE Fax (360) 691-4857 1 OF 1 1: 360 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: HCI Steel Building Permit No.: PWD-1776 Review Date: 6/28/2019 Contact: Joe Smeby Phone No.: 425-387-3820 Review Phase: 1 Report Date: Reviewing Dept.: CED Applicant: Ted & Ewa Wheeler DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH Complete Streets Checklist needed 2. NEH Cover Sheet Please update approval blocks (Nova Heaton listed as approval) 3. NEH Cover Sheet Only large stamp on cover sheet 4. NEH City TESC notes have been updated to include min soil quality and quantity, please update 5. NEH Provide TESC lead prior to construction 6. NEH Provide enough proposed elevation information to build parking/driveway areas and ensure slopes and elevations match proposed contours 7. NEH Plans provided do not scale properly, this is likely a copying error, please correct 8. NEH Edge of infiltration trench must be 20 feet from building 9. NEH Cover over infiltration trench appears to be low, specify C900 material 10. NEH Provide Stormfilter detail or information for specs 11. NEH Treatment for roadwater? - Ditch detail, fill, cover, grass?? 12. NEH Provide M&O information for the stormfilters and for infiltration trenches 13. NEH Provide turning movements for design vehicles within site and driveways 14. NEH Show turning radius works for large trucks Road A onto 188th (East side only, west side is constrained by adjacent property ownership Page 1 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: HCI Steel Building Permit No.: PWD-1776 Review Date: 6/28/2019 Contact: Joe Smeby Phone No.: 425-387-3820 Review Phase: 1 Report Date: Reviewing Dept.: CED Applicant: Ted & Ewa Wheeler DWG Issue Date: # Rev. Dwg. or Add’l Ref. City Comment Response/Resolution Spec. Ref. Approved 15. NEH Include stop sign on Road A 16. NEH Fully valve hydrant tee 17. NEH Move meter to the south end of Road A to prevent long dead end line (stagnant water) 18. NEH Does building require fire line? FDC? 19. NEH Lighting design info? 20. NEH Dumpster enclosure location and design? 21. NEH Landscaping plan needed 22. FR Monitoring manhole required per 5-1.17 23. GT COA Std. 4- 12” DI Water Main will be required. 1.08 24. GT Point of Connection on 63rd & 188th: 12" DI fully valved Cross. 25. GT COA Std. 4- Water Service shall be installed per W-050. 1.23 26. GT Fire Hydrants installed Per COA Std. Detail W-010, W- 020, W-030 27. GT Show Water Easements 28. GT Include Station Numbers on all fittings 29. GT Install Gate Valve on the north & south side of the Hydrant Tee at approximately Sta.# 12+40. Also a Tie- back block may be required at this location for future main extension. 30. GT Include current copy of COA Water Construction Notes Page 2 of 2 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 10 $ 110.00 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 $ - Excavation - Trench $ 5.00 CY 85 $ 425.00 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, 20' $ 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 $ - 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 $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - 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 $ 535.00 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 1000-2000sy$ 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 2 $ 110.00 Conduit, 2" $ 5.00 LF $ - Curb & Gutter, rolled $ 20.00 LF $ - Curb & Gutter, vertical $ 15.00 LF $ - Curb and Gutter, demolition and disposal$ 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 $ - Sidewalk, 4" thick, demolition and disposal$ 36.00 SY $ - Sidewalk, 6" thick $ 45.00 SY $ - Sidewalk, 6" thick, demolition and disposal$ 45.00 SY $ - Signs $ - LS $ - Sign, Handicap $ 100.00 EACH 1 $ 100.00 Striping, per stall $ 7.50 EACH 12 $ 90.00 Street Light System $ - LS $ - Traffic Signal $ - LS $ - Traffic Signal Modification $ - LS $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF $ - Striping, 4" reflectorized line $ 0.40 LF $ - AC Patching/Trenching Restoration $ 100.00 TON $ - Controlled Density Fill (CDF) $ 90.00 CY $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 300.00 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 2085 $ 31,275.00 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 2085 $ 29,190.00 Gravel Base Course 2" $ 7.50 SY 2085 $ 15,637.50 Gravel Base Course 4" $ 15.00 SY $ - Gravel Base Course 6" $ 22.50 SY $ - 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 SY$ 22.00 SY $ - Concrete Road, 6", no base, over 2500 SY$ 32.00 SY $ - Thickened Edge $ 11.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 76,102.50 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 1 $ 2,000.00 Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF 7 $ 455.00 Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF 275 $ 23,375.00 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 1 $ 2,500.00 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. Dia $ 4,200.00 EACH $ - Pressure Reducing Valve Assembly, 12 In. Dia $ 5,000.00 EACH $ - Valve Marker Post $ 350.00 EACH $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - Subtotal $ 28,330.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Description Unit Price Unit Quantity Cost Connection to Existing Sewer Main $ - EACH 1 $ - Clean Outs $ 500.00 EACH 1 $ 500.00 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 18 $ 216.00 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 foot$ 532.00 FEET $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - for additional depth over 4 feet/per foot$ 532.00 FEET $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - for additional depth over 4 feet/per foot$ 532.00 FEET $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - for additional depth over 4 feet/per foot$ 625.00 FEET $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - for additional depth over 4 feet/per foot$ 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 $ 716.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC SEWER, LANDSCAPING) SUBTOTAL $ 105,983.50 MOBILIZATION 10%: $ 10,598.35 CONTINGENCY 15%: $ 15,897.53 GRANDTOTAL: $ 132,479.38 Rev 7/2017 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department City of Arlington l 18204 59th Avenue NE l Arlington WA 98223 l (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: l Type I permits complete all sections. l 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 l 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 $ 147,534.38 $ 6,258.75 $ 153,793.13 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 8,852.06 GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ 8,852.06 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: l Road and Alley (Public) l Stormwater Drainage and Grading (Public) l Utilities (Public) l Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 147,534.38 PERFORMANCE DEVICE 150% Amount Due $ 221,301.56 Base Calculation of Maintenance Device $ 133,615.63 MAINTENANCE DEVICE 20% Amount Due $ 26,723.13 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 $ - Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY 900 $ 2,700.00 Fence, silt $ 2.00 LF 165 $ 330.00 BMP C233 Fence, Temporary (NGPA) $ 2.00 LF 700 $ 1,400.00 Geotextile Fabric $ 2.50 SY 100 $ 250.00 Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE 0.25 $ 1,050.00 BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF 140 $ 245.00 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 1 $ 1,800.00 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 40 $ 3,360.00 Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 11,135.00 MOBILIZATION 10%: $ 1,113.50 CONTINGENCY 15%: $ 1,670.25 TOTAL: $ 13,918.75 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 $ - 2 $ 3,300.00 CB Type IL $ 1,850.00 EACH $ - $ - 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 $ - 6 $ 1,200.00 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 $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - 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 27 $ 324.00 20 $ 240.00 Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - 150 $ 750.00 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: $ 324.00 $ 5,490.00 MOBILIZATION 10%: $ 32.40 CONTINGENCY 15%: $ 48.60 TOTAL: $ 405.00 $ 5,490.00 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 10 $ 110.00 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 $ - Excavation - Trench $ 5.00 CY 240 $ 1,200.00 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, 20' $ 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 $ - 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 $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - 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 $ 1,310.00 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 1000-2000sy$ 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 2 $ 110.00 Conduit, 2" $ 5.00 LF $ - Curb & Gutter, rolled $ 20.00 LF $ - Curb & Gutter, vertical $ 15.00 LF $ - Curb and Gutter, demolition and disposal$ 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 $ - Sidewalk, 4" thick, demolition and disposal$ 36.00 SY $ - Sidewalk, 6" thick $ 45.00 SY $ - Sidewalk, 6" thick, demolition and disposal$ 45.00 SY $ - Signs $ - LS $ - 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 $ - Striping, 4" reflectorized line $ 0.40 LF $ - AC Patching/Trenching Restoration $ 100.00 TON $ - Controlled Density Fill (CDF) $ 90.00 CY $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 110.00 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 2085 $ 31,275.00 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 2085 $ 29,190.00 Gravel Base Course 2" $ 7.50 SY 2085 $ 15,637.50 Gravel Base Course 4" $ 15.00 SY $ - Gravel Base Course 6" $ 22.50 SY $ - 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 SY$ 22.00 SY $ - Concrete Road, 6", no base, over 2500 SY$ 32.00 SY $ - Thickened Edge $ 11.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 76,102.50 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 1 $ 2,000.00 Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF 7 $ 455.00 Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF 275 $ 23,375.00 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 1 $ 2,500.00 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. Dia$ 4,200.00 EACH $ - Pressure Reducing Valve Assembly, 12 In. Dia$ 5,000.00 EACH $ - Valve Marker Post $ 350.00 EACH $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - Subtotal $ 28,330.00 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 1 $ 500.00 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 18 $ 216.00 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 foot$ 532.00 FEET $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - for additional depth over 4 feet/per foot$ 532.00 FEET $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - for additional depth over 4 feet/per foot$ 532.00 FEET $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - for additional depth over 4 feet/per foot$ 625.00 FEET $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - for additional depth over 4 feet/per foot$ 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 $ 716.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC SEWER, LANDSCAPING) SUBTOTAL $ 106,568.50 MOBILIZATION 10%: $ 10,656.85 CONTINGENCY 15%: $ 15,985.28 GRANDTOTAL: $ 133,210.63 Rev 7/2017 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department 18204 59th Avenue NE City of Arlington   Arlington WA 98223  (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:  Type I permits complete all sections.  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  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 $ 147,534.38 $ 6,258.75 $ 153,793.13 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 8,852.06 GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ 8,852.06 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:  Road and Alley (Public)  Stormwater Drainage and Grading (Public)  Utilities (Public)  Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 147,534.38 PERFORMANCE DEVICE 150% Amount Due $ 221,301.56 Base Calculation of Maintenance Device $ 133,615.63 MAINTENANCE DEVICE 20% Amount Due $ 26,723.13 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 $ - Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY 900 $ 2,700.00 Fence, silt $ 2.00 LF 165 $ 330.00 BMP C233 Fence, Temporary (NGPA) $ 2.00 LF 700 $ 1,400.00 Geotextile Fabric $ 2.50 SY 100 $ 250.00 Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE 0.25 $ 1,050.00 BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF 140 $ 245.00 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 1 $ 1,800.00 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 40 $ 3,360.00 Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 11,135.00 MOBILIZATION 10%: $ 1,113.50 CONTINGENCY 15%: $ 1,670.25 TOTAL: $ 13,918.75 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 $ - 2 $ 3,300.00 CB Type IL $ 1,850.00 EACH $ - $ - 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 $ - 6 $ 1,200.00 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 $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - 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 27 $ 324.00 20 $ 240.00 Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - 150 $ 750.00 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: $ 324.00 $ 5,490.00 MOBILIZATION 10%: $ 32.40 CONTINGENCY 15%: $ 48.60 TOTAL: $ 405.00 $ 5,490.00 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 10 $ 110.00 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 $ - Excavation - Trench $ 5.00 CY 240 $ 1,200.00 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 $ - 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 $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - 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 $ 1,310.00 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 2 $ 110.00 Conduit, 2" $ 5.00 LF $ - Curb & Gutter, rolled $ 20.00 LF $ - 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 $ - 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 $ - LS $ - 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 $ - Striping, 4" reflectorized line $ 0.40 LF $ - AC Patching/Trenching Restoration $ 100.00 TON $ - Controlled Density Fill (CDF) $ 90.00 CY $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 110.00 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 2085 $ 31,275.00 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 2085 $ 29,190.00 Gravel Base Course 2" $ 7.50 SY 2085 $ 15,637.50 Gravel Base Course 4" $ 15.00 SY $ - Gravel Base Course 6" $ 22.50 SY $ - 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 $ - Thickened Edge $ 11.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 76,102.50 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 1 $ 2,000.00 Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF 7 $ 455.00 Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF 275 $ 23,375.00 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 1 $ 2,500.00 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 $ 28,330.00 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 1 $ 500.00 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 18 $ 216.00 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 $ 716.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC SEWER, LANDSCAPING) SUBTOTAL $ 106,568.50 MOBILIZATION 10%: $ 10,656.85 CONTINGENCY 15%: $ 15,985.28 GRANDTOTAL: $ 133,210.63 Rev 7/2017 DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 08/19/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER Bob Cason NAME: Insurance Resources & Services, Inc PHONE 206-728-1757 FAX 425-27-3730 (A/C, No, Ext): (A/C, No): 4544 242nd Ave SE E-MAIL rscason@msn.com ADDRESS: Issaquah, WA 98029 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : West American Insurance Co INSURED INSURER B : Ohio Security HCI Steel Buildings, LLC INSURER C : P O Box 912 INSURER D : Mukilteo Wa 98275 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS B X COMMERCIAL GENERAL LIABILITY X X EACH OCCURRENCE $ 1,000,000 X BKS 57596528 10-23-18 10-23-19 DAMAGE TO RENTED 300,000 CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $ MED EXP (Any one person) $ 15,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X PRO- 2,000,000 POLICY JECT LOC PRODUCTS - COMP/OP AGG $ $ OTHER: A AUTOMOBILE LIABILITY X X BAS54857674 8-5-18 8-5-19 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) x ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED x x BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE x x (Per accident) $ AUTOS ONLY AUTOS ONLY $ A UMBRELLA LIAB X OCCUR X X ESO54857674 10-23-18 10-23-19 EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ $ B WORKERS COMPENSATION BKS 57596528 10-23-18 10-23-19 X PER OTH- STATUTE ER AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? n N / A 1,000,000 (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ A Business Property BKS 57596528 10-23-1810-23-19 Business Property Limit- $85,000 Special Form- Replacement Cost- $1,000 Ded. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The City of Arlington is named as an additional insured CERTIFICATE HOLDER CANCELLATION City of Arlington SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 18204 59th Ave NE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Arlington Wa 98223 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD From: Ted Wheeler To: Nova Heaton Cc: Launa Peterson; Kevin Olander Subject: Re: TESC on 188th Date: Wednesday, October 16, 2019 1:47:23 PM [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.] I called as soon as you called me to get that cleaned up. I am out of town until Monday, if it isn't cleaned when you go by next, I will stop the import until I get back Sent from my Verizon, Samsung Galaxy smartphone Get Outlook for Android From: Nova Heaton <NHeaton@arlingtonwa.gov> Sent: Wednesday, October 16, 2019 2:16:51 PM To: Ted Wheeler <ted@hcisteelbuildings.com> Cc: Launa Peterson <lpeterson@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov> Subject: TESC on 188th Good Morning Ted, Just to follow up on the phone call this morning, we witnessed some mud and debris on the roadway at 188th this morning. Please ensure the road is clean and maintained. The construction entrance may need to be improved in order to prevent track out of material onto the city roadway. Thank you for your immediate attention to this issue, Nova Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 From: Nova Heaton To: "Ted Wheeler" Cc: Launa Peterson; Kevin Olander Subject: TESC on 188th Date: Wednesday, October 16, 2019 11:16:52 AM Good Morning Ted, Just to follow up on the phone call this morning, we witnessed some mud and debris on the roadway at 188th this morning. Please ensure the road is clean and maintained. The construction entrance may need to be improved in order to prevent track out of material onto the city roadway. Thank you for your immediate attention to this issue, Nova Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/3/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/6/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/7/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/8/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. The owner called the office and stated that he was having erosion control issues with the site closed down. I looked at the foundation. There is some sloughing of material around the foundation, but there are no actual erosion control issues. All water appears to be infiltrating on-site. Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/9/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/10/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/13/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/13/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/14/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/15/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/16/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/17/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/20/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/21/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/22/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Fencing Yes Yes Black vinyl chain link fence per plan. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A See construction entrance access. BMPs look good. INSPECTOR COMMENTS The contractor has a fencing sub putting up vinyl chain link fence. The owner is not on site today, and the crews were not sure if the owner considers the work to fence the site as essential construction per the governor’s COVID- 19 owner. Other contractors in the area have been installing fencing around the construction sites for safety and security. I will follow up with the owner. Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/23/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/24/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/27/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS This project is not considered essential construction and the site has been shut down until further guidance is provided by the governor. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/28/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS The site is currently closed. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 4/30/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/5/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work – Foundation pour N/A N/A Kevin Olander was on site for building inspections. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A There has been a lot of rain lately and the site is pretty muddy. The owner brought in loads of clean rock to extend the construction entrance to minimize trackout. INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/7/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/8/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/11/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/12/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/14/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/18/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/19/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS No workers were observed on site. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 5/20/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS There were no crews on site when I drove past. I will stop daily reports until work resumes or if I notice any issues on site. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/3/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage No Yes Crews are installing the southwest infiltration trench. The crews asked if they could adjust the alignment of the trench to run northwest instead of north. I informed him that I had no issues with that as long as they maintained their minimum offsets from the building, offsets from other drainage features, and maintained the dimensions of the infiltration trench. I took measurements of the trench offsets for as-built records and informed the owner that he would need to have the final dimensions surveyed and included in the as-built drawings. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/4/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crew continue installing infiltration trenches. Today crews completed the north west trench with filter vaults. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/5/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Infiltration Trench Yes Yes Crews are installing the northwest infiltration trench. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/6/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews install the north east infiltration trench. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/7/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews are installing roof drains. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/10/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Drainage Yes Yes Crews finish backfilling the infiltration trenches. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/25/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Yes Yes Crews have made their main water line tap under 188th. Public works was on site inspecting the installation of that work. There is a conflict between the water and gas line. Public works took a look at the line and said that there should be enough space to drop the water line under the gas line, then across 188th to the new line adjacent to the 63rd Extension. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Single Lane Flagged Closure Yes The closure was set up per plan, however, there were times that there was only one flagger controlling TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 3 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/26/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/27/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Yes Yes Crews are installing water line under 188th. They are installing two bends in the line to avoid the gas line shown in the photo below, TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Single Lane Flagged Closure Yes When I arrived on site, there was only one flagger. I told the crews that they cannot have the lane closed with one flagger. I asked where the other flagger was and they told me that they were late. The second flagger arrived shortly after and there were no further issues with the closure. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/28/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 8/31/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Yes N/A Crews are flushing the system prior to hooking up to the main. Public works is on site inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/2/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Yes N/A Crews are backfilling 12” water pipe installed along the new 63rd roadway alignment. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/4/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/8/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Water Line Yes Yes Crews continue to install water line under 188th. The roadway is beginning to slide away under the roadway. The contractor has placed larger steel plates on the roadway. They look ok, but the contractor has been told that if the plates are lot long enough to support large vehicles without deflecting, they will need to fill the trench. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Single Lane flagged closure Yes None TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS The subgrade of 188th is sloughing away where the water line trench has been excavated. See the photos above in the Work Performed section of this report. The contractor is going to backfill what they can and place larger steel plates over the roadway. I will monitor the condition of the subgrade to ensure that the subgrade does not continue to erode away. If the erosion continues, the contractor has been informed that he will need to backfill the trench, then re-excavate (with the subgrade properly stabilized) before water line installation can continue. Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/10/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/11/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☐ - Yes ☒ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? N/A TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/16/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only today. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/21/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only today. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/29/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Electrical Line Yes Yes Crews are installing electric conduit and vaults on the north side of the building. They have also laid out the conduit for the 63rd extension. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 9/30/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Road Repair Yes Yes Crews are backfilling the 188th Water Line trench. Geotest is on site taking compaction readings. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☒ - Yes ☐ - No Is the contractor maintaining the traffic control devices? ☒ - Yes ☐ - No ☐ - N/A CLOSURE TYPE APPROVED NOTES PLAN? Single lane flagged closure Yes Crews have a single lane flagged closure of 188th set up. One flagger does not have an appropriate sign. It is too short, and does not have a slow sign on the back. There are no apparent issues. They were informed that a stop sign with slow on the back is required for future closures of 188th. TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/23/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 10/26/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building work N/A N/A Building work only. No civil to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/10/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Yes Yes Crews are installing sewer line from the monitoring manhole to the building. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/16/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Yes Yes Crews continue installing sewer line from the monitoring manhole to the building. Public works is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 11/24/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Sewer Line Yes Yes Crews have backfilled the sewer line on the east side of the building and are preparing the cleanouts for a concrete collar. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/2/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Power Pole & Lines Yes Yes Crews are installing a new pole and power lines to the project. L&I is inspecting that work. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/4/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Finish Grading Yes Yes Crews are grading the parking lot, driving lanes, and the 63rd extension in preparation of HMA paving. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/7/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Finish Grading Yes Yes Crews are grading the parking lot, driving lanes, and the 63rd extension in preparation of HMA paving. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 12/15/2020 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Concrete Sidewalk Yes Yes Crews placed concrete for the building entrance sidewalk. Pavement Marking Yes Yes Crews have painted parking stalls. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2 Department of Community & Economic Development CIVIL INSPECTION DAILY REPORT PROJECT INFORMATION REPORT DATE PROJECT NAME PREPARED BY 1/4/2021 HCI Building Brian Grieve WORK PERFORMED Was work performed today? ☒ - Yes ☐ - No TYPE OF WORK PERFORMED APPROVED APPROVED NOTES PLANS? MATERIALS? Building Work N/A N/A Building work only. No civil work to report. TEMPORARY TRAFFIC CONTROL Was Temporary Traffic Control required? ☐ - Yes ☒ - No Is the contractor maintaining the traffic control devices? ☐ - Yes ☐ - No ☒ - N/A CLOSURE TYPE APPROVED NOTES PLAN? N/A TEMPORARY EROSION & SEDIMENT CNTROL Are the contractor’s erosion control measures in place? ☒ - Yes ☐ - No Is the contractor maintaining erosion control BMPs? ☒ - Yes ☐ - No ☐ - N/A EROSION CONTROL ISSUE NOTES N/A INSPECTOR COMMENTS None Page 2          !"#  $%#&&%'( (  ) *+,-./-                              !  "  #  $  %&     ' ('   (     )*$ "      (  +),     ," )-  ( &   *''     *'' # !  & .+  %  ( /  0  (       0    -  0     0     1  "  &   $   *!$  2    *!$  2      #*!$  2      %*!$  2    *!$  2   !  *!$  2      *!$  2    *!$  2     4   *!$  2  *''33  5  4   *!$  2     6,. 33  5  4   *!$  2   . 6 6,. 33  5  4   *!$  2*+5 /  *''              !  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' $$(    ) !" #  ((    %*+,,-".,/ !" #        !" 0 $  (  12+!!* .3*%& !" #   +2*4 !" 5  12+2%& $ (  !" 5  12+!!6%-& !" 5  $$ 12+*%&%7!-*  ( !" 5  $ 12+8-69 !" 5   $ 12+9*%* .3*%%): !" From: Nova Heaton To: Fred Rapelyea Cc: Kristin Foster; Launa Peterson; Raelynn Jones Subject: RE: Wheeler Date: Friday, June 28, 2019 1:41:49 PM Fred, Are you okay with the long dead end line as shown? From: Fred Rapelyea <frapelyea@arlingtonwa.gov> Sent: Friday, June 28, 2019 11:40 AM To: Nova Heaton <NHeaton@arlingtonwa.gov> Cc: Kristin Foster <kfoster@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Raelynn Jones <rjones@arlingtonwa.gov> Subject: RE: Wheeler Nova, I apologize as I thought this was completed. My only comment is the monitoring manhole addition. I placed then comment in IWORQ and hit complete. Thanks – Fred From: Nova Heaton <NHeaton@arlingtonwa.gov> Sent: Friday, June 28, 2019 9:55 AM To: Fred Rapelyea <frapelyea@arlingtonwa.gov> Cc: Kristin Foster <kfoster@arlingtonwa.gov>; Launa Peterson <lpeterson@arlingtonwa.gov>; Raelynn Jones <rjones@arlingtonwa.gov> Subject: Wheeler Good morning Fred, Ted Wheeler has been anxiously awaiting his plan review for his HCI project. I did a quick review of the water/sewer and put my notes in Iworq. Gary reviewed it before he left so I have his water notes. Can you take a quick look for sewer and see if I missed anything. Also this is a long dead end line until it extends, are we just going to be okay with that for the time being and plan to flush the hydrant? Thank you, Nova ** Due to vacation schedule, all civil permit reviews will be on hold from 7/10 to 7/26. Please plan ahead to avoid delays.** Nova Heaton, P.E. City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 nheaton@arlingtonwa.gov 360.403.3437 From: Raelynn Jones To: Nova Heaton; Kevin Olander; Brian Grieve Cc: Kristin Foster Subject: FW: Civil Permit Extension Date: Tuesday, February 16, 2021 9:52:00 AM Attachments: image001.jpg image002.png Civil Permit Extension Request for HCI Steel Building PWD#1776 at 6310 188th Street NE. Please advise on how you would like me to proceed. **I will be on maternity leave starting in late February or early March and will continue to respond to my emails up until that time Sincerely, Raelynn Jones Permit Technician City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 360-403-3436 www.arlingtonwa.gov From: Miranda Lewis <pre-engsales@hcisteelbuildings.com> Sent: Friday, February 12, 2021 5:25 PM To: Raelynn Jones <rjones@arlingtonwa.gov> Cc: Ted Wheeler <ted@hcisteelbuildings.com>; Miranda Lewis <pre- engsales@hcisteelbuildings.com> Subject: RE: Civil Permit Extension [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.] Hi, Sorry, I thought we only had one. The address is 6310 188th St. NE in Arlington, WA 98223. Thanks, Miranda Lewis Pre-Eng Project Manager HCI Steel Buildings P: 360-403-4900 E: pre-engsales@hcisteelbuildings.com HCI Online Resources: W: www.hcisteelbuildings.com FB: https://www.facebook.com/hcisteelbuildings/ YT: https://www.youtube.com/channel/UCdVrCZHpD-_QYbZCRzpJqIw Office Location: Mailing Address: 6310 188th St. NE PO Box 912 Arlington, WA 98223 Mukilteo, WA 98275 From: Raelynn Jones <rjones@arlingtonwa.gov> Sent: Friday, February 12, 2021 4:41 PM To: Miranda Lewis <pre-engsales@hcisteelbuildings.com> Cc: Ted Wheeler <ted@hcisteelbuildings.com> Subject: RE: Civil Permit Extension To request a formal permit extension you will need to provide the Civil permit number and address at the least. (The request is forwarded for review). Yes HCI has multiple civil permits that are active. **I will be on maternity leave starting in late February or early March and will continue to respond to my emails up until that time Sincerely, Raelynn Jones Permit Technician City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 360-403-3436 www.arlingtonwa.gov From: Miranda Lewis <pre-engsales@hcisteelbuildings.com> Sent: Friday, February 12, 2021 4:34 PM To: Raelynn Jones <rjones@arlingtonwa.gov> Cc: Ted Wheeler <ted@hcisteelbuildings.com>; Miranda Lewis <pre- engsales@hcisteelbuildings.com> Subject: RE: Civil Permit Extension [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.] Hi, It’s for HCI. Do we have more than one civil permit? It’s the one that you sent to Ted that our permit expires the 17th. Thanks, Miranda Lewis Pre-Eng Project Manager HCI Steel Buildings P: 360-403-4900 E: pre-engsales@hcisteelbuildings.com HCI Online Resources: W: www.hcisteelbuildings.com FB: https://www.facebook.com/hcisteelbuildings/ YT: https://www.youtube.com/channel/UCdVrCZHpD-_QYbZCRzpJqIw Office Location: Mailing Address: 6310 188th St. NE PO Box 912 Arlington, WA 98223 Mukilteo, WA 98275 From: Raelynn Jones <rjones@arlingtonwa.gov> Sent: Friday, February 12, 2021 4:32 PM To: Miranda Lewis <pre-engsales@hcisteelbuildings.com> Cc: Ted Wheeler <ted@hcisteelbuildings.com> Subject: RE: Civil Permit Extension Miranda, please clarify which civil permit this is for. **I will be on maternity leave starting in late February or early March and will continue to respond to my emails up until that time Sincerely, Raelynn Jones Permit Technician City of Arlington Community & Economic Development 18204 59th Ave NE Arlington, WA 98223 360-403-3436 www.arlingtonwa.gov From: Miranda Lewis <pre-engsales@hcisteelbuildings.com> Sent: Friday, February 12, 2021 4:21 PM To: CED Main Line <ced@arlingtonwa.gov> Cc: Miranda Lewis <pre-engsales@hcisteelbuildings.com>; Ted Wheeler <ted@hcisteelbuildings.com> Subject: Civil Permit Extension [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.] Hi, Please extend HCI’s civil permit. We need to do the following items: Finish parking lot striping Finish road run off swell Waiting for telephone pole to be removed Landscaping Out equipment is down. Please extend. Thanks, Miranda Lewis Pre-Eng Project Manager HCI Steel Buildings P: 360-403-4900 E: pre-engsales@hcisteelbuildings.com HCI Online Resources: W: www.hcisteelbuildings.com FB: https://www.facebook.com/hcisteelbuildings/ YT: https://www.youtube.com/channel/UCdVrCZHpD-_QYbZCRzpJqIw Office Location: Mailing Address: 6310 188th St. NE PO Box 912 Arlington, WA 98223 Mukilteo, WA 98275