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Home My WebLink About5915 192nd St NE_PWD1695_2026 GEOTECHNICAL ENGINEERING REPORT Global Machine Works Warehouse Building Arlington, Washington Prepared for: Global Machine Works, Inc. Project No. 180601 ï‚Ÿ November 30, 2018 GEOTECHNICAL ENGINEERING REPORT Global Machine Works Warehouse Building Arlington, Washington Prepared for: Global Machine Works, Inc. Project No. 180601 ï‚Ÿ November 30, 2018 Aspect Consulting, LLC Erik O. Andersen, PE Aaron Fitts, LG Principal Geotechnical Engineer Staff Geologist eandersen@aspectconsulting.com afitts@aspectconsulting.com V:\180601 Global Machine Works\Deliverables\Global Machine Works Geotechnical Report_20181130.docx ea r th + w at e r Aspect Consulting, LLC 907 Harris Avenue Suite 301 Bellingham, WA 98225 360.746.8964 www.aspectconsulting.com ASPECT CONSULTING Contents 1 Introduction and Project Understanding ................................................... 1 2 Site Conditions ............................................................................................ 2 2.1 Surface Conditions and Topography ...................................................... 2 2.2 Subsurface Conditions ............................................................................. 2 2.2.1 Geology ............................................................................................... 2 2.2.2 Existing CPT Data ................................................................................ 2 2.2.3 Previous Report by Aspect ................................................................. 3 2.2.4 Nearby Water Well Logs ..................................................................... 3 2.2.5 Stratigraphy ........................................................................................ 3 Surface Cover Soils ........................................................................................... 3 Recessional Outwash Sand .............................................................................. 3 2.2.6 Groundwater ....................................................................................... 4 3 Geotechnical Considerations and Recommendations ............................. 5 3.1 Shallow Foundation Support ................................................................... 5 3.2 Slab-On-Grade Support ............................................................................ 6 3.2.1 Lateral Shallow Foundation Support ................................................. 6 3.3 Road Pavement Sections ......................................................................... 7 3.4 Seismic Design Parameters ..................................................................... 7 3.4.1 Liquefaction Susceptibility ................................................................. 7 3.5 Site Stormwater Infiltration ..................................................................... 8 3.6 Earthwork Considerations ........................................................................ 8 3.6.1 Structural Fill ....................................................................................... 8 Reuse of On-Site Soils ...................................................................................... 8 4 Recommendations for Continuing Geotechnical Services .................... 10 4.1 Ongoing Design and Consultation Services ......................................... 10 4.2 Additional Construction Services (Under New Scope of Work) .......... 10 5 References .................................................................................................. 11 6 Limitations ................................................................................................. 12 PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 i ASPECT CONSULTING List of Figures 1 Site Location Map List of Appendices A Cone Penetrometer Test Logs B Previous Report by Aspect C Nearby Water Well Logs E Report Limitations and Guidelines for Use ii PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 ASPECT CONSULTING 1 Introduction and Project Understanding Under contract to Global Machine Works, Inc. (Client), Aspect Consulting, LLC (Aspect) completed a geotechnical study for the Global Machine Works Warehouse Building project (Project) located at 5915 192nd Street Northeast, in Arlington, Washington (Site). The Project Site location is shown on Figure 1. The Project is proposed to consist of a new one-story warehouse facility building with a footprint of approximately 30,000 square feet. The warehouse facility is proposed to be a pre- engineered metal building. As proposed, the building foundation will consist of a thickened edge slab-on-grade floor and isolated column footings. Live loads inside and outside of the shop/manufacturing building will include forklifts. The proposed location of the warehouse building is generally on the central/west portion of the existing lot. As requested, this geotechnical report utilizes recently acquired site-specific subsurface exploration data (cone penetrometer soundings) provided by the Client, and prior geotechnical and hydrogeologic studies by Aspect around the perimeter of the Site. The purpose of this geotechnical study and written report is to provide: 1. A Site and Project description 2. Distribution and characteristics of subsurface soils and groundwater at the Site based on the existing site conditions and a review of the existing exploration data 3. Seismic design parameters in accordance with the current International Building Code (IBC) 4. Warehouse building shallow foundation and slab-on-grade (interior and exterior) allowable soil bearing pressure(s) and settlement estimates 5. General earthwork, foundation, slab and pavement subgrade preparation, and Structural Fill recommendations PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 1 ASPECT CONSULTING 2 Site Conditions 2.1 Surface Conditions and Topography The Project Site is located adjacent to the northwest corner of the intersection between 192nd Street Northeast and 59th Avenue Northeast, in Arlington, Washington. It is described as Snohomish County tax parcel #31051500401200 and is 2.32 acres in size. We visited the Site on November 15, 2018, to observe existing conditions. The majority of the Site was generally flat, with no obvious significant fill areas. The Site was previously developed with three garage and warehouse structures. At the time our visit, two of the structures on the western side of the Site were in the process of being demolished. The building on the east end of the Site, slated to remain, was in good condition. Surface conditions across the Site were generally gravel drive areas and bare dirt in the previously developed areas. Some small areas were vegetated with landscaping grasses. No major earthwork appears to have occurred at the Site since the previous development. 2.2 Subsurface Conditions 2.2.1 Geology The surficial soils across the Site are mapped as recessional outwash sand deposits (Qvrm), Marysville Sand member. These soils are reported to consist of well-drained sands with some fine gravel, deposited during retreat of the most recent regional glaciation (DNR, 2018). The unit is typically greater than 60 feet thick throughout much of the Arlington and Marysville region. Liquefaction susceptibility of the Site and the immediately surrounding area is mapped as low to moderate (Palmer et al., 2004a). The accompanying Seismic Site Class Map (Palmer et al., 2004b) classifies the Site as Site Class D to E, representing a moderate amplification of ground shaking during a seismic event. 2.2.2 Existing CPT Data Cone Penetrometer Testing (CPT) was completed on June 28, 2018, by In Situ Engineering at the direction of the Client. Six CPTs were advanced at various locations throughout the Site. Four CPT explorations were advanced to a depth of 30 feet below ground surface (bgs), and two were advanced to 50 feet bgs. Figures showing CPT exploration locations and logs from the In Situ Engineering report are attached as Appendix A. CPT exploration data was generally consistent across the Site. Results indicate that subsurface soils are generally estimated to range from Silty Sand (SM) to Sand (SP) to the exploration termination depths. No obvious significant deviations in the estimated soil types were observed. A slight uptick in friction ration commonly occurred across the Site, likely correlating with slightly finer grained soils. The soils were generally dense, with resistance CPT data correlating to typical SPT N-values of 30 or greater. Pore pressure measurements gathered during the CPTs did not detect a static ground water table to the maximum depth explored, which was 50 feet below the ground surface. These data were generally consistent throughout the depth of the explorations. 2 PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 ASPECT CONSULTING 2.2.3 Previous Report by Aspect Aspect previously produced a Geotechnical Engineering and Hydrogeologic Evaluation report (Aspect, 2015) for existing roads and rights-of-way bounding this Site. Three test pits were excavated near the perimeter of the Site, providing reasonable coverage. Test pits were excavated to termination depths of about 8 feet bgs. Figures showing test pit exploration locations and logs are provided in the attached Aspect report (Appendix B). Soils observed in test pits were generally consistent across the Site. Below-surface soils of gravel or grass topsoil, a layer of Sandy Silt (ML) to Silty Sand (SM) was observed to depths of about 2.5 feet within the test pits on the east side of the Site. Underlying the Sandy Silt or Silty Sand, and directly underlying surface soils at the test pit in the southwest corner of the Site, were generally Sand to Gravelly Sand (SP) soils extending the termination depths. We did not encounter groundwater in our relatively shallow test pits. 2.2.4 Nearby Water Well Logs We reviewed the logs of water wells (well logs) drilled near the Site completed by others. The well logs were obtained from Washington State Department of Ecology (Ecology) online well log database (Ecology, 2018). The well logs are included as Appendix C. The reviewed well logs extended from depths as shallow as 20 feet bgs up to 200 feet bgs. Of the logs reviewed, only two wells had recorded water depths. These two were both completed on the same property to the south of the Site. Water levels for both wells were reported at 45 feet bgs on April 26, 2007. 2.2.5 Stratigraphy The stratigraphy observed at the Site agrees with the mapped recessional outwash geology. Soils within the upper 2 to 3 feet of the soil are anticipated to be modified or altered by previous development of the Site. The soil units estimated in the CPT data and observed in the test pit explorations are described below in order of shallowest to deepest. Surface Cover Soils Surface conditions across the Site are somewhat variable; however, they generally consist of gravel road and parking surfacing or bare soil. Test pit explorations indicate that a layer Sandy Silt (ML) or Silty Sand (SM) may be present to depths up to 2.5 feet bgs. These cover soils are anticipated to be medium stiff or loose and moist. Recessional Outwash Sand Native Recessional Outwash Sand deposits were observed underlying Surface Cover Soils at all test locations and extending to termination depths. This material generally consists of Sand (SP) to Gravelly Sand (SP) with occasional layers of Sandy Gravel (GP). The outwash deposits will typically have a low fines content, medium to coarse sand, and fine gravel. CPT data indicates the Recessional Outwash Sand to be typically medium dense, however some zones of loose and other zones of dense granular material were reported. PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 3 ASPECT CONSULTING 2.2.6 Groundwater Groundwater or seepage was not encountered in any test pits at the Site completed down to 8 feet bgs. Similarly, CPT data does not indicate groundwater encountered by the termination depths of 30 and 50 feet bgs. Two well logs from a property near the Site indicate that groundwater was observed in 2007 at a depth of about 45 feet bgs. Based on this, static groundwater or significant groundwater seepage should not be encountered during construction of this Project. We assume static groundwater level is at a depth of 50 feet bgs or greater. 4 PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 ASPECT CONSULTING 3 Geotechnical Considerations and Recommendations We conclude that the new warehouse building may be grade-supported on shallow foundations and slabs-on-grade. Design and construction recommendations for foundations, concrete slabs- on-grade, and exterior driveways are provided in Sections 3.1 through 3.3, respectively. General Site earthwork recommendations are provided in Section 3.4, and seismic design parameters are provided in Section 3.5. 3.1 Shallow Foundation Support The Site is underlain by Recessional Outwash Sand, beginning at depths of about 1 to 2.5 feet bgs. The sand unit is generally in a medium dense condition and is suitable for direct grade support of shallow foundation elements. We do not anticipate significant fill exists within the footprint of this Project; however, it is possible that localized areas or pockets of fill soils may exist in areas that were not explored. Additionally, shallow deposits of sandy silt to silty sand soils were observed in test pits on the east end of the Site. Similarly, fine-grained (silty or clayey) soils may be encountered at shallow depths within the building footprint and extend to a depth of up to about 2.5 feet bgs. Any relict topsoils, fill, root mass or other deleterious material, silty/clayey soils, or significantly disturbed soils should be stripped from the building footprint. For planning and budgeting purposes, we recommend assuming the average stripping depth across the building footprint will be about 2 feet bgs. We recommend an Aspect field representative, or another qualified geo-inspector, be present to evaluate and approve footing subgrade. Native granular soils may become loose when disturbed. Care should be taken to limit disturbance of native soils where possible, such as by using flat bladed excavator buckets. Additionally, the native soils may be locally loose. As such, native foundation subgrades should be recompacted to a firm and unyielding condition prior to placing footing elements. Any soft or yielding areas should be removed and replaced with compacted Structural Fill, and additional exploration/potholing and probing of the nearby area should be considered to further investigate/delineate the extent of the soft subgrade. Footings should bear a minimum of 18 inches below adjacent exterior grade. Footings should not be placed on frozen subgrades. Footings bearing directly on properly prepared native Recessional Outwash Sand, or on compacted Structural Fill over native Recessional Outwash Sand, can be designed using a maximum allowable bearing pressure of 2,500 pounds per square foot (psf). Isolated spread footings and continuous footings should have minimum widths of 2.5 and 1.5 feet, respectively; these minimum dimensions may control the design. For short-term transient loading conditions such as wind and seismic loading, maximum allowable bearing pressure may be increased by one-third (i.e., to 3,333 psf). Spread and strip footings designed and constructed in accordance with these recommendations will experience total elastic compression settlements of less than 1 inch. Differential settlement between adjacent foundation elements and/or over a distance of about 50 feet along continuous PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 5 ASPECT CONSULTING strip footings, are estimated to be up to half of the total settlement. The majority of elastic settlement will occur as building loads are applied to the foundations. 3.2 Slab-On-Grade Support For slab-on-grade design using classical beam on elastic foundation theory, we recommend using a vertical modulus (Kv1) of 200 pounds per cubic inch (pci). Note that Kv1 is appropriate for a 1-foot by 1-foot surface and the initial subgrade modulus used for design (Ks) will need to be adjusted based on the width of the slab considered using the following equation: ï‚Ÿ K 2 2 s = Kv1(B+1) /(4B ), where B = slab width (in feet) We recommend the uppermost 6 inches of interior slab-on-grade subgrade consist of an imported capillary break material. The capillary break should consist of free-draining, clean, crushed material that is predominantly fine gravel to coarse sand, with a maximum particle size of 1 inch, and less than 3 percent material passing the U.S. No. 200 sieve by weight (i.e., less than 3 percent fines). We recommend exterior slabs-on-grade to serve as pavement for truck and forklift traffic consist of at least 6 inches of rigid concrete slab over at least 6 inches of crushed surfacing base course (CSBC); these are minimum thicknesses. Interior concrete slabs may need to be thicker than 6 inches depending on specific loading and structural analysis. Subgrade underlying the capillary break or CSBC should be compacted to a firm and unyielding condition and to 95 percent of maximum dry density (MDD). Slab-on-grade subgrade should be evaluated during construction in the same manner as for footings, described in Section 3.1 above. 3.2.1 Lateral Shallow Foundation Support Lateral forces can be resisted by passive resistance against the side of the foundations and by frictional resistance along the base of the warehouse foundations. The ultimate passive equivalent fluid density can be taken as 400 pounds per cubic foot (pcf) for foundations bearing against Site soils or compacted Structural Fill. We recommend including a factor of safety equal to 1.5 to calculate allowable passive resistance. The upper 1 foot of passive resistance should be neglected for design unless it is protected by pavement or slab-on-grade. For frictional resistance, an ultimate coefficient of friction of 0.55 may be taken for cast-in-place concrete poured on prepared/compacted granular subgrade soils. We recommend including a factor of safety of 1.5 to calculate allowable frictional resistance. 6 PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 ASPECT CONSULTING 3.3 Road Pavement Sections We anticipate the flexible pavement sections will be subjected to traffic from relatively heavy multi-axle trucks carrying deliveries and equipment to the warehouse building. From a structural standpoint, it is our opinion that at least 4 inches of hot mix asphalt (HMA) pavement overlying 8 inches of CSBC and properly prepared subgrade is a practical pavement section in access driveways such as the proposed. However, for areas subjected to repetitive heavy truck traffic, and/or where truck turning and maneuvering is anticipated, rigid concrete pavement (at least 6 inches of concrete over 6 inches of CSBC) will perform better over the long term. In passenger-vehicle-only parking areas, 3 inches of HMA over 6 inches of CSBC will be adequate. The prepared pavement subgrade beneath pavement sections should be proof-rolled with heavy, pneumatic-tired construction equipment (e.g., a loaded dump truck or front-end loader) to identify any yielding or otherwise unsuitable subgrade areas. Soft or pumping subgrade areas, or observed organic-rich materials, should be removed and replaced with compacted Structural Fill. 3.4 Seismic Design Parameters Inertial seismic forces are expected to affect the Site and new structures. Appropriate design of structures in accordance with the 2015 International Building Code (IBC) are aimed to mitigate seismic hazards to acceptable risk levels. The IBC requires design for a â€œMaximum Considered Earthquake (MCE)â€ with a 2-percent probability of exceedance (PE) in 50 years (2,475-year return period). The United States Geological Survey (USGS) has completed probabilistic ground motion studies and maps for Washington (USGS, 2018). Current IBC design methodologies express the effects of Site-specific subsurface conditions on the ground motion response in terms of the â€œSite Class.â€ The Site Class can be correlated to the average standard penetration resistance (SPT) in the upper 100 feet of the soil profile. Based on our interpretation of the CPT soundings performed on the Site, we characterized this Site as Seismic Site Class D. The maximum considered earthquake spectral response accelerations for short- and long-periods, and peak ground acceleration, adjusted for Site Class effects are SDS = 0.764g, SD1= 0.439g, and PGAM of 0.46g, respectively, where g is acceleration due to gravity constant. 3.4.1 Liquefaction Susceptibility Granular soils in a loose condition that are saturated by groundwater may be susceptible to liquefaction. CPT explorations indicate that groundwater is not likely to be present within 50 feet of the surface. Additionally, the CPT data indicate that sandy soils are typically in a medium dense condition. As such, we conclude that liquefaction does not represent a design consideration for the Project. PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 7 ASPECT CONSULTING 3.5 Site Stormwater Infiltration Stormwater facility design or siting have not been provided to Aspect at the time of this report. Because native Recessional Outwash soils are generally suitable for infiltration of stormwater, we anticipate that the stormwater facility design will incorporate infiltration. Site exploration data indicate that the sandy recessional outwash soils begin at about 1 to 2.5 feet bgs and extend from near the surface to depths of greater than 50 feet bgs. Shallow silty soils or fill are considered to have low permeability and are not suited for stormwater infiltration. No evidence of a restrictive layer that would impede infiltration was observed. The previous investigation by Aspect included a small scale short duration Pilot Infiltration Test (PIT) to determine an in-situ infiltration rate. A design infiltration rate of 14 inches per hour was assigned to the native recessional outwash soils. This rate is suitable for the design of stormwater infiltration facilities. 3.6 Earthwork Considerations Based on the explorations performed on Site and our understanding of the Project, it is our opinion that basic excavation and grading can generally be completed with standard excavating construction equipment. Boulders were observed during test pit explorations; the contractor should be prepared to handle them accordingly. 3.6.1 Structural Fill Soils placed beneath or around structures, slabs-on-grade, or below paved areas should be considered Structural Fill. The exposed subgrade soils should be compacted (in-place) to a relatively firm and unyielding condition prior to placement of Structural Fill. Structural fill should only be placed on a relatively firm and non-yielding subgrade. All Structural Fill and underlying subgrade should be compacted to a relatively firm and unyielding condition to at least 95 percent MDD using the modified Proctor method (ASTM International [ASTM] D1557). CSBC should generally meet the requirements of the Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction section 9.03.9(3), (WSDOT Standard Specifications; WSDOT, 2018). Reuse of On-Site Soils We consider on-Site soil generally meeting the requirement for Common Borrow (WSDOT Standard Specification 9.03.14(3)) (WSDOT, 2018) to be acceptable for reuse as Structural Fill in select applications except for directly beneath footings, slabs, and pavement as detailed in Sections 3.1, 3.2, and 3.3. Based on our review of Site data, the majority of on-Site granular native soils will meet the requirement for Common Borrow and carry some requirements for preparation prior to their use. In general, soil containing more than about 5 percent fines cannot be consistently compacted to a dense and firm condition when the water content is greater than about 3 to 5 percent above or below optimum. The results of the test pit exploration observations and laboratory analysis (grain size analysis) indicate that the on-Site soils have a fines content that is great enough to make it moisture-sensitive when wet, but if properly protected during wet weather, should be able to be compacted to a firm, and generally unyielding conditions. With this, we recommend 8 PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 ASPECT CONSULTING avoiding significant earthwork and/or compaction of the fill and glaciolacustrine deposits during wet weather to the extent possible. PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 9 ASPECT CONSULTING 4 Recommendations for Continuing Geotechnical Services 4.1 Ongoing Design and Consultation Services Before construction begins, we recommend that Aspect: ï‚Ÿ Continue to meet with the design team as needed to address geotechnical questions that may arise throughout the remainder of the design process. ï‚Ÿ Review the Project plans and specifications to see that the geotechnical engineering recommendations are properly interpreted. 4.2 Additional Construction Services (Under New Scope of Work) We are available to provide geotechnical engineering and monitoring services during construction under a new construction support scope of work (not included in this current contract). The integrity of the geotechnical elements depends on proper Site preparation and construction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. During the construction phase of the Project, we recommend that Aspect be retained to perform the following tasks: ï‚Ÿ Review applicable submittals ï‚Ÿ Observe and evaluate subgrade for all footings and slabs-on-grade, pavement, and infiltration pond receptor soil ï‚Ÿ Attend meetings, as needed ï‚Ÿ Other geotechnical engineering considerations that may arise during the course of construction The purpose of our observations is to verify compliance with design concepts and recommendations, and to allow design changes or evaluation of appropriate construction methods in the event that subsurface conditions differ from those anticipated prior to the start of construction. 10 PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 ASPECT CONSULTING 5 References ASTM International (ASTM), 2018, 2018 Annual Book of ASTM Standards, West Conshohocken, Pennsylvania. Palmer, Stephen P., Magsino, Sammantha L., Bilderback, Eric L., Poelstra, James L., Folger, Derek S., and Niggemann, Rebecca L., 2004a, Liquefaction Susceptibility Map of Snohomish County, Washington, 1:150,000 Scale, Washington State Department of Natural Resources Division of Geology and Earth Resources (DNR DGER), Open File Report 2004-20. Palmer, Stephen P., Magsino, Sammantha L., Bilderback, Eric L., Poelstra, James L., Folger, Derek S., and Niggemann, Rebecca L., 2004b, Site Class Map of Snohomish County, Washington, 1:150,000 Scale, Washington State Department of Natural Resources Division of Geology and Earth Resources (DNR DGER), Open File Report 2004-20. U.S. Geological Survey (USGS), 2018, U.S. Seismic Design Maps tool, U.S. Department of the Interior, http://earthquake.usgs.gov/designmaps/us/application.php, accessed November 28, 2018 Washington State Department of Ecology (Ecology), 2018, Washington State Well Log Viewer, available at://fortress.wa.gov/ecy/waterresources/map/WCLSWebMap/https, accessed on November 29, 2018. Washington State Department of Natural Resources Division of Geology and Earth Resources (DNR DGER), 2018, Washington Interactive Geologic Map, 2018, online at: https://fortress.wa.gov/dnr/protectiongis/geology/?Theme=wigm, accessed November, 2018. Washington State Department of Transportation (WSDOT), 2018, Standard Specifications for Road, Bridge and Municipal Construction, Document M 41-10. PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 11 ASPECT CONSULTING 6 Limitations Work for this project was performed for Global Machine Works, Inc. (Client), and this report was prepared consistent with recognized standards of professionals in the same locality and involving similar conditions, at the time the work was performed. No other warranty, expressed or implied, is made by Aspect Consulting, LLC (Aspect). Recommendations presented herein are based on our interpretation of site conditions, geotechnical engineering calculations, and judgment in accordance with our mutually agreed- upon scope of work. Our recommendations are unique and specific to the project, site, and Client. Application of this report for any purpose other than the project should be done only after consultation with Aspect. Variations may exist between the soil and groundwater conditions reported and those actually underlying the site. The nature and extent of such soil variations may change over time and may not be evident before construction begins. If any soil conditions are encountered at the site that are different from those described in this report, Aspect should be notified immediately to review the applicability of our recommendations. It is the Client's responsibility to see that all parties to this project, including the designer, contractor, subcontractors, and agents, are made aware of this report in its entirety. At the time of this report, design plans and construction methods have not been finalized, and the recommendations presented herein are based on preliminary project information. If project developments result in changes from the preliminary project information, Aspect should be contacted to determine if our recommendations contained in this report should be revised and/or expanded upon. The scope of work does not include services related to construction safety precautions. Site safety is typically the responsibility of the contractor, and our recommendations are not intended to direct the contractorâ€™s site safety methods, techniques, sequences, or procedures. The scope of our work also does not include the assessment of environmental characteristics, particularly those involving potentially hazardous substances in soil or groundwater. All reports prepared by Aspect for the Client apply only to the services described in the Agreement(s) with the Client. Any use or reuse by any party other than the Client is at the sole risk of that party, and without liability to Aspect. Aspectâ€™s original files/reports shall govern in the event of any dispute regarding the content of electronic documents furnished to others. Please refer to Appendix E titled â€œReport Limitations and Guidelines for Useâ€ for additional information governing the use of this report. We appreciate the opportunity to perform these services. If you have any questions, please call Aaron Fitts at 360.746.8926. 12 PROJECT NO. 180601 ï‚Ÿ NOVEMBER 30, 2018 APPENDIX A Cone Penetrometer Test Logs CPT-01 CPT Contractor: In Situ Engineering OPERATOR: Mayfield/Walsh CUSTOMER: Global Machine Works CONE ID: DDG1424 LOCATION: Arlington TEST DATE: 6/28/2018 10:52:48 AM JOB NUMBER: N/A Predrill: Backfill: 20% bentonite slurry Surface Patch: Cold Patch Tip COR F.Ratio Pore Pressure SBT FR SPT (tsf) (%) (psi) (RC 1983) (blows/ft) 0 0 500 0 5 -20 10 0 12 0 60 10 20 Depth 30 (ft) 40 50 60 1 sensitive fine grained 4 silty clay to clay 7 silty sand to sandy silt 10 gravelly sand to sand 2 organic material 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained (*) 3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand (*) *SBT/SPT CORRELATION: UBC-1983 CPT-02 CPT Contractor: In Situ Engineering OPERATOR: Mayfield/Walsh CONE ID: DDG1424 CUSTOMER: Global Machine Works TEST DATE: 6/28/2018 10:14:47 AM LOCATION: Arlington JOB NUMBER: N/A 6 DEPTH (ft) 50.361 4 2 0 PRESSURE -2 (PSI) -4 -6 -8 -10 1 10 100 1000 TIME: (SECONDS) CPT-02 CPT Contractor: In Situ Engineering OPERATOR: Mayfield/Walsh CUSTOMER: Global Machine Works CONE ID: DDG1424 LOCATION: Arlington TEST DATE: 6/28/2018 11:33:39 AM JOB NUMBER: N/A Predrill: Backfill: 20% bentonite slurry Surface Patch: Tip COR F.Ratio Pore Pressure SBT FR SPT (tsf) (%) (psi) (RC 1983) (blows/ft) 0 0 500 0 5 -20 10 0 12 0 60 10 20 Depth 30 (ft) 40 50 60 1 sensitive fine grained 4 silty clay to clay 7 silty sand to sandy silt 10 gravelly sand to sand 2 organic material 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained (*) 3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand (*) *SBT/SPT CORRELATION: UBC-1983 CPT-03 CPT Contractor: In Situ Engineering OPERATOR: Mayfield/Walsh CUSTOMER: Global Machine Works CONE ID: DDG1424 LOCATION: Arlington TEST DATE: 6/28/2018 12:46:47 PM JOB NUMBER: N/A Predrill: Backfill: 20% bentonite slurry Surface Patch: Tip COR F.Ratio Pore Pressure SBT FR SPT (tsf) (%) (psi) (RC 1983) (blows/ft) 0 0 500 0 5 -20 10 0 12 0 60 10 20 Depth 30 (ft) 40 50 60 1 sensitive fine grained 4 silty clay to clay 7 silty sand to sandy silt 10 gravelly sand to sand 2 organic material 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained (*) 3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand (*) *SBT/SPT CORRELATION: UBC-1983 CPT-04 CPT Contractor: In Situ Engineering OPERATOR: Mayfield/Walsh CUSTOMER: Global Machine Works CONE ID: DDG1424 LOCATION: Arlington TEST DATE: 6/28/2018 8:51:26 AM JOB NUMBER: N/A Predrill: Backfill: 20% bentonite slurry Surface Patch: Tip COR F.Ratio Pore Pressure SBT FR SPT (tsf) (%) (psi) (RC 1983) (blows/ft) 0 0 500 0 5 -20 10 0 12 0 60 10 20 Depth 30 (ft) 40 50 60 1 sensitive fine grained 4 silty clay to clay 7 silty sand to sandy silt 10 gravelly sand to sand 2 organic material 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained (*) 3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand (*) *SBT/SPT CORRELATION: UBC-1983 CPT-05 CPT Contractor: In Situ Engineering OPERATOR: Mayfield/Walsh CUSTOMER: Global Machine Works CONE ID: DDG1424 LOCATION: Arlington TEST DATE: 6/28/2018 9:38:24 AM JOB NUMBER: N/A Predrill: Backfill: 20% bentonite slurry Surface Patch: Tip COR F.Ratio Pore Pressure SBT FR SPT (tsf) (%) (psi) (RC 1983) (blows/ft) 0 0 500 0 5 -20 10 0 12 0 60 10 20 Depth 30 (ft) 40 50 60 1 sensitive fine grained 4 silty clay to clay 7 silty sand to sandy silt 10 gravelly sand to sand 2 organic material 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained (*) 3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand (*) *SBT/SPT CORRELATION: UBC-1983 CPT-06 CPT Contractor: In Situ Engineering OPERATOR: Mayfield/Walsh CUSTOMER: Global Machine Works CONE ID: DDG1424 LOCATION: Arlington TEST DATE: 6/28/2018 10:14:47 AM JOB NUMBER: N/A Predrill: Backfill: 20% bentonite slurry Surface Patch: Tip COR F.Ratio Pore Pressure SBT FR SPT (tsf) (%) (psi) (RC 1983) (blows/ft) 0 0 500 0 5 -20 10 0 12 0 60 10 20 Depth 30 (ft) 40 50 60 1 sensitive fine grained 4 silty clay to clay 7 silty sand to sandy silt 10 gravelly sand to sand 2 organic material 5 clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained (*) 3 clay 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand (*) *SBT/SPT CORRELATION: UBC-1983 Subsurface Soil Exploration and Geotechnical Engineering Evaluation Global Machine Works New Warehouse Facility Scope of Services: Provide subsurface soil exploration and geotechnical engineering evaluation at the new Global Machine Works office and warehouse site. Consultant shall provide all labor, equipment, and materials to perform the detailed items listed below. The work shall be completed within 30 days of notice to proceed. Field Exploration The field exploration program shall consist of drilling Standard Penetration Test (SPT) borings and or CPT soundings to depths as required. Samples shall be taken at locations marked in Exhibit 1. The SPT borings shall be drilled using the Standard Penetration Test outlined in ASTM D-1586. The borings shall be sampled at 18-inch intervals to 10 feet deep and at 5-foot intervals below 10 feet. Cone Penetration Test (CPT) soundings shall be performed in general accordance with ASTM Specification D-3441. Consultant is responsible for returning drilling sites to the undisturbed condition prior to locating to a new site. Each sample shall be removed from the sampler in the field and then examined and visually classified by the consultantâ€™s crew chief. Representative portions shall be sealed and packaged for transportation to the consultantâ€™s laboratory for further analysis as required. Samples should be returned to the site to avoid disposal costs for contaminated waste. Water level observations shall be made in the boreholes during the drilling operation. Boring logs are to identify soil strata, their characteristics, and groundwater levels. Structures The scope of work calls for (1) 3-story office building encompassing 2,100 square feet (first floor area) and (1) 1-story manufacturing conventional, pre-engineered metal building encompassing 17,500 square feet. Laboratory Program Routine laboratory visual classification shall be performed by a geotechnical engineer along with specific classification tests deemed necessary (i.e., percent fines, Atterberg limits, organic content, etc.). Page 1 of 3 Engineering Analysis and Report The results of the analyses, together with all data developed during the exploration, shall be submitted in a written report upon conclusion of the effort. The report shall provide geotechnical recommendations to assist in the design and construction of foundation systems. Structures Engineering analysis of all data obtained shall be made to evaluate general subsurface conditions at the site. Using the soil data collected, provide the following: ï‚· Estimated soil bearing capacities ï‚· Expected settlement ï‚· Compaction requirements ï‚· Allowable compression, tension, and lateral capacity ï‚· Suitability of in-situ soils for structural fill ï‚· Foundation recommendations Pavements Engineering analysis of all data obtained shall be made to evaluate subsurface conditions at the site. Using soil data collected, provide the following: ï‚· Estimated Modulus of Subgrade Reaction (K) for concrete mat slab design. ï‚· Recommendations for pavements design for standard and heavy duty applications. Both rigid and flexible. Recommendations for parking lot pavements should be based on expected traffic for 50 privately owned vehicles. Expected traffic loading for the perimeter driveway should be based on standard 40â€™-long delivery trucks. Infiltration Engineering analysis detailing the infiltration capacity for stormwater and drainage applications. Parameters that are to be detailed include: ï‚· Soil infiltration rate in inches per hour ï‚· Vertical and horizontal hydraulic conductivity (Ksat) Soil Preparation Engineering analysis of soil subgrade preparation, including stripping, grubbing and compaction. Requirements for fill and compaction are also to be detailed. Page 2 of 3 Exhibit 1 Page 3 of 3 NOTES: Depths depicted in this exhibit are the CPT-01; 30' CPT-06; 30' minimum required depth of borings. The Geotechnical Engineer is to verify the actual required depth of boring based on his/her evaluation and judgment of the site. Manufacturing CPT-02; 50' Bldg Changed per (1-story) (17,500 SF) Chuck EXHIBIT 1 CPT-05 ARLINGTON, WA 30'; changed per Chuck NEW WAREHOUSE FACILITY Removed Office GLOBAL MACHINE WORKS, INC. Bldg from scope 59th Avenue NE CPT-03; 50' (3-story) (6,300 SF) CPT-04 30'-Changed per Chuck Architects, Engineers, Constructors Offices in Melbourne, Orlando, West Palm Beach, Atlanta, Charleston, Seattle, Savannah, Mexico Board of Architecture License No. 603235512 Board of Professional Engineers License No. 3137 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. 2018 N Â© 192nd Street NE 0 25' 50' 100' 150' SCALE: 1" = 50' P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\PRELIMINARY\SURVEY\BORING EXHIBIT.DWG 6/7/2018 10:21 AM www.brph.com Copyright 19020 33rd Ave W| Suite 530 | Lynnwood | WA | 98036 | 425-255-1095 APPENDIX B Previous Report by Aspect March 18, 2015 Mr. Eli Zehner CHS Engineers 12507 Bel-Red Rd #101 Bellevue, Washington 98005 Re: Geotechnical Engineering and Hydrogeologic Evaluation Paving and Stormwater Management Project Arlington Airport, Washington Aspect Project No. 140168 Dear Eli: In accordance with our sub-consultant agreement with CHS Engineers LLC (CHS), Aspect Consulting LLC (Aspect) completed a geotechnical and hydrogeologic evaluation of the proposed paving and stormwater upgrades at an industrial/warehouse area located northeast of the Arlington Municipal Airport (AWO). The project site is an approximately 5-acre area bounded on the west by 59th Avenue NE and on the south by 192nd Street NE (Figure 1 is a Vicinity Map showing the site location). The site area encompasses five informal lots/parcels, each with a single-story metal warehouse type building and other areas are used for truck/trailer parking and equipment storage. The site is currently unpaved and gravel-surfaced. It is our understanding that the project would include design and construction of approximately 900 lineal feet of 2-lane paved roadway (about 350 feet running east/west and about 550 feet running north/south) and approximately 100 new parking spaces. Proposed utilities including 8-inch ductile iron water supply, and 8-inch PVC sanitary sewer conveyance piping would be installed beneath the new 2-lane roadway. Figure 2 is a Site and Exploration Plan showing the existing parcels and the proposed roadway/parking improvements. General Geologic Conditions Geological information for the site was obtained from the Geologic Map of the Arlington West Quadrangle, Snohomish County, Washington (Minard, 1985). The geologic map indicates that the project area is generally underlain by recessional outwash sand and gravel, deposited by meltwater streams during the Vashon Stade of the Fraser Glaciation, as the glacier retreated north back toward British Columbia. Because it was not been consolidated by glacial ice, recessional outwash is typically loose to medium dense. Field Exploration We explored the site by excavating a series of backhoe test pits at selected locations. Our test pits were designated TP-1 through TP-6, however due to time constraints, only four of the planned six test pits (TP-2, TP-3, TP-5, and TP-6) were completed. The test pits were excavated using a rubber- tired backhoe operated by the City of Arlington, to an average depth of 8 feet below ground surface. Details on the test pit exploration program are presented in Appendix A. Test pit locations are shown in the Site and Exploration Plan, Figure 2. e a r t h + w a t e r Aspect Consulting, LLC 401 2nd Avenue S. Suite 201 Seattle, WA 98104 206.328.7443 www.aspectconsulting.com CHS Engineers March 18, 2015 Project No. 140168 Small Scale Short Duration Pilot Infiltration Testing We conducted short term modified pilot infiltration testing in two of the test pits, TP-2 and TP-6. The tests involve introduction of a metered flow of water into the test pit and monitoring the rate at which the water is absorbed. Details on the pilot infiltration testing are presented in Appendix C. Subsurface Conditions Below surficial fill, we encountered loose to medium dense sand and gravel, which is interpreted as recessional outwash. Groundwater was not encountered in any of the test pits, the deepest of which was 8.5 feet below ground surface. Logs of the test pits are presented in Appendix A. Laboratory Testing Selected soil samples were submitted for geotechnical laboratory testing of grain size distribution, moisture content and moisture-density relationship. Details on laboratory testing and test results are presented in Appendix B. Conclusions and Recommendations The results of our studies indicate the site is suitable for stormwater infiltration. Our field testing and analyses support the use of a long-term design infiltration rate of 14 inches per hour. More detailed discussion and recommendations for shallow infiltration design are presented the Stormwater Infiltration section of this report. The native recessional outwash will provide good subgrade support for new pavement. The City of Arlington Standard Pavement Section for arterial and industrial access will be appropriate for this project. Design and construction recommendations for pavement are presented in the Pavement Design section of this report. Stormwater Infiltration Infiltration estimates at the site are based on grain size analysis of soil samples from the test pits, and in-situ infiltration testing in two of the test pits. Field infiltration testing was completed by filling the excavated test pits with water from a fire hydrant and measuring the drop in water level with time (falling head) with results shown in Appendix C. This approach is in general compliance with the Modified Pilot Infiltration Testing approach referenced in the Stormwater Management Manual for Western Washington, with modifications to facilitate more expedited testing and provide more reliable estimates of infiltration rate. An infiltration test was conducted in TP-2 at a depth of 8.5 feet below the top of the test pit. The receptor soils in the bottom of TP-2 consisted of gravelly SAND (SP) with cobbles. An infiltration test was conducted in TP-6 at a depth of 8 feet below the top of the test pit. The receptor soils in the bottom of TP-6 consisted of gravelly SAND (SP). The observed infiltration rates in TP-2 and TP-6 were between 95 inches per hour and 147 inches per hour in the test pits. The processed infiltration test data is presented in Appendix C. Grain size analysis of the soil samples taken from the test pits were used with the Massman Equation to estimate a saturated hydraulic conductivity, as described in the Stormwater Management Manual for Western Washington. Results from the Massman Equation indicate a saturated hydraulic Page 2 CHS Engineers March 18, 2015 Project No. 140168 conductivity of between 1.8 and 6.2 inches per hour in various test pits, which is significantly slower than our field testing results. Based on our experience, the difference between the in-situ infiltration rate and the infiltration rate as estimated from grain size analysis is likely due to the inability to properly sample course fragments (cobbles and boulders) in the field. Because of this, grain size distribution results are skewed toward the finer fragments. We consider the in-situ infiltration rates to be a better predictor of actual infiltration rates at this site. Based on the in-situ infiltration test results, we recommend a design infiltration rate of 14 inches per hour for the native recessional outwash. This rate includes correction factors of 0.33 for site variability; 0.5 for scaling the test pit infiltration method up to a site scale; and 0.9 for influent control. These correction factors are conservative estimates based on the 2012 Ecology Manual. It is noted that our explorations indicated that the top of the suitable infiltration receptor soil (recessional outwash) is below depths of 1 to 2Â½ feet. The overlying surficial materials have high fines contents and are generally not suited for stormwater infiltration. The recommended design infiltration rate is suitable for the clean sand and gravel below such low-permeability surficial soils. Pavement Considerations The City of Arlington Standard Detail R-020 for a typical roadway calls for 3 inches of Class B hot mix asphalt (HMA) over 4 inches of asphalt treated base (ATB) over 6 inches of crushed surfacing base course (CSBC). This standard section is more than adequate for this project. An equivalent alternative pavement section - without ATB - would be 5 inches of HMA over 9 inches of CSBC. It would be possible to refine or optimize the standard pavement requirement with a site-specific pavement design. In order to do this, an average daily traffic (ADT) count, and percentage of heavy truck traffic, growth rate, and expected pavement design life and serviceability, would be necessary inputs. Aspect is available to provide pavement design support services, upon request. In non-roadway parking areas, a pavement section consisting of 3 inches of HMA over 6 inches of CSBC would be appropriate. However, along access drives or in areas where heavy trucks may be traveling or turning at a tight radius, we recommend a minimum section of 4 inches of HMA over 8 inches of CSBC. Pavement Subgrade Preparation Pavement subgrade preparation should start with stripping of all existing topsoil and any fine-grained (silty or clayey) surficial materials, to expose native recessional outwash sand and gravel. It may be possible to pave over existing gravel fills, providing that it is confirmed that such fills are not underlain by topsoil or fine-grained materials. Subgrade should be evaluated by proof-rolling with a fully loaded dump truck. Any soft/yielding areas should be sub-excavated and replaced with clean sand and gravel or crushed surfacing. General Site Earthwork Considerations Based on the explorations performed on-site and our understanding of the proposed development, it is our opinion that basic site preparation can be completed with standard excavating construction equipment. Oversized materials, such as boulders are considered unlikely to be encountered in Page 3 CHS Engineers March 18, 2015 Project No. 140168 excavations at this site. The following sections further detail earthwork recommendations for the project. Structural Fill Soils placed beneath or around structures and utilities, or below paved areas should be considered structural fill. In these fill areas, we recommend the following: Structural fill may consist of properly compacted on-site material with some exceptions (see Use of On-Site Soils as Structural Fill below) or imported materials. Imported structural fill materials should be evaluated by Aspect prior to use. Structural fill should only be placed on a relatively firm and unyielding, non-frozen subgrade. Structural fill placed below pavement should be compacted to at least 95 percent of the maximum dry density using the Modified Proctor method (ASTM D-1557). Place and compact all structural fill in lifts with a loose thickness no greater than 12 inches when using relatively large compaction equipment, such as a vibrating plate attached to an excavator (hoe pack) or drum roller. If small, hand-operated compaction equipment is used, fill lifts should not exceed 6 inches in loose thickness. Control the moisture content of the structural fill to within about 3 percent of the optimum moisture. Optimum moisture is the moisture content corresponding to the maximum modified Proctor dry density. Use of On-Site Soils as Structural Fill The suitability of excavated Site soils for use as structural fill depends on the gradation and moisture content of the soil when it is placed. In our opinion, the native sand and gravel recessional outwash is generally suitable for re-use as structural fill, provided that oversize material greater than 3 inches in diameter (cobbles and larger) is removed and the material is moisture conditioned to near optimum moisture content. Portions of the existing fill that covers much of the site is generally suitable for re-use as structural fill. However, some of the surficial fill materials will not be suitable. Evaluation of the re-use of on- site material as structural fill should be evaluated by the project representative on a case-by-case basis. Temporary Excavation Slopes Maintenance of safe working conditions, including temporary excavation stability, is the responsibility of the contractor. All temporary cuts in excess of 4 feet in height that are not protected by trench boxes or otherwise shored, should be sloped in accordance with Part N of Washington Administrative Code (WAC) 296-155. All temporary slopes should be protected from erosion during periods of wet weather by installing a surface water diversion ditch or berm at the top of the slope. In addition, the contractor should monitor the stability of the temporary cut-slopes and adjust the construction schedule and slope inclination accordingly. Vibrations created by traffic and construction equipment may cause caving and raveling soil cuts. In such an event, lateral support for the soil cuts should be provided by the contractor to prevent loss of ground support. Page 4 GIS Path: Q:\_GeoTech\140168 Arlington Airport\2014-08 Paving and Stormwater Upgrades\Site Location Map.mxd || Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet || Date Saved: 12/1/2014 || User: scudd || Print Date: 12/1/2014 Site Location ^ Vicinity Map Arlington Airport Paving and Stormwater Upgrades Arlington, Washington 0 2,000 4,000 DEC-2014 BY: FIGURE NO. EA/SCC Feet PROJECT NO. REVISED BY: C O N SU LTI N G 140168 - - - 1 Basemap Layer Credits || Sources: Esri, HERE, DeLorme, TomTom, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, Â© OpenStreetMap contributors, and the GIS User Community TP-1 TP-2 E N E U N VE TP-3 A H T 9 5 Saved: Aug 11, 2014 12:27pm || User: scudd TP-4 TP-6 TP-5 192ND STREET NE Base map provided by CHS Engineers, LLC, Bellevue, Washington. Site and Exploration Plan Legend Arlington Airport Paving and Stormwater Upgrades TP-2 Alington, Washington Test Pit Location TP-1 0 80 160 Proposed Test Pit Location (not excavated due to schedule limitations) Feet AUG-2014 EA/SCCBY: FIGURE NO. 140168PROJECT NO. REVISED BY:- 2 CAD Path: Q:\_GeoTech\140168 Arlington Airport\2014-08 Paving and Stormwater Upgrades\140168-02.dwg 11x17 Landscape || Date APPENDIX A Subsurface Explorations CHS Engineers March 18, 2015 Project No. 140168 A.1 Test Pits Test pits were completed on June 3, 2014 using a rubber-tire backhoe from City of Arlington. The locations of the four test pits are shown on Figure 2. An Aspect geologist was present throughout the field exploration program to observe the test pit excavation, collect soil samples, and to prepare descriptive logs of the exploration. Soils were classified in general accordance with ASTM D-2488, Standard Practice for Description and Identification of Soils (Visual-Manual Procedure). The stratigraphic contacts shown on the individual summary logs represent the approximate boundaries between soil types; actual transitions may be more gradual. The subsurface conditions depicted are only for the specific date and locations reported, and therefore, are not necessarily representative of other locations and times. Page A-1 Well-graded gravel and Terms Describing Relative Density and Consistency (5) GW gravel with sand, little to Density SPT blows/foot(2) no fines Test Symbols Very Loose 0 to 4 Coarse- FC = Fines Content Loose 4 to 10 5% Fines Poorly-graded gravel Grained Soils Medium Dense 10 to 30 G = Grain Size GP and gravel with sand, Dense 30 to 50 M = Moisture Content little to no fines Very Dense >50 A = Atterberg Limits (1) C = Consolidation Consistency SPT blows/foot(2) Silty gravel and silty DD = Dry Density Very Soft 0 to 2 K = Permeability (5) GM gravel with sand Fine- Soft 2 to 4 Str = Shear Strength Grained Soils Medium Stiff 4 to 8 Env = Environmental Retained on No. 4 Sieve Stiff 8 to 15 PiD = Photoionization Clayey gravel and 15% Fines Very Stiff 15 to 30 Detector (1) GC clayey gravel with sand Hard >30 Gravels - More than 50% of Coarse Fraction Component Definitions Well-graded sand and Descriptive Term Size Range and Sieve Number (5) SW sand with gravel, little Boulders Larger than 12" to no fines Cobbles 3" to 12" Gravel 3" to No. 4 (4.75 mm) 5% Fines Poorly-graded sand Coarse Gravel 3" to 3/4" SP and sand with gravel, Fine Gravel 3/4" to No. 4 (4.75 mm) little to no fines Sand No. 4 (4.75 mm) to No. 200 (0.075 mm) Coarse Sand No. 4 (4.75 mm) to No. 10 (2.00 mm) Silty sand and Medium Sand No. 10 (2.00 mm) to No. 40 (0.425 mm) (5) SM silty sand with Fine Sand No. 40 (0.425 mm) to No. 200 (0.075 mm) (1) Passes No. 4 Sievegravel Coarse-Grained Soils - More than 50% Retained on No. 200 SieveSilt and Clay Smaller than No. 200 (0.075 mm) Clayey sand and 15% Fines clayey sand with gravel Estimated Percentage Moisture Content SC Dry - Absence of moisture, Percentage Sands - 50% or More of Coarse Fraction by Weight Modifier dusty, dry to the touch Silt, sandy silt, gravelly silt, <5 Trace Slightly Moist - Perceptible silt with sand or gravel moisture ML 5 to 15 Slightly (sandy, silty, Moist - Damp but no visible clayey, gravelly) water Clay of low to medium 15 to 30 Sandy, silty, clayey, Very Moist - Water visible but plasticity; silty, sandy, or gravelly) not free draining CL gravelly clay, lean clay 30 to 49 Very (sandy, silty, Wet - Visible free water, usually clayey, gravelly) from below water table Silts and Clays Organic clay or silt of low Symbols plasticity Cement grout Liquid Limit Less than 50OL Blows/6" or surface seal Sampler portion of 6" Type Bentonite Elastic silt, clayey silt, silt chips (1) 2.0" OD Sampler Type MH with micaceous or diato- Split-Spoon Description Grout maceous fine sand or silt Sampler seal Continuous Push (SPT) Filter pack with Non-Standard Sampler blank casing Clay of high plasticity, Bulk sample section CH sandy or gravelly clay, fat 3.0" OD Thin-Wall Tube Sampler Screened casing clay with sand or gravel (including Shelby tube) or Hydrotip with Grouted filter pack Grab Sample Transducer Silts and Clays Organic clay or silt of Portion not recovered End cap Fine-Grained Soils - 50% or More Passes No. 200 SieveLiquid Limit 50 or Moremedium to high OH plasticity (1) Percentage by dry weight (5) Combined USCS symbols used for (2) (SPT) Standard Penetration Test fines between 5% and 15% as Peat, muck and other (ASTM D-1586) estimated in General Accordance PT highly organic soils (3) In General Accordance with with Standard Practice for Standard Practice for Description Description and Identification of Highly Soils Organic and Identification of Soils (ASTM D-2488) Soils (ASTM D-2488) (4) Depth of groundwater ATD = At time of drilling BGS = below ground Static water level (date) surface Classifications of soils in this report are based on visual field and/or laboratory observations, which include density/consistency, moisture condition, grain size, and plasticity estimates and should not be construed to imply field or laboratory testing unless presented herein. Visual-manual and/or laboratory classification methods of ASTM D-2487 and D-2488 were used as an identification guide for the Unified Soil Classification System. DATE: PROJECT NO. Exploration Log Key DESIGNED BY: earth + water DRAWN BY: FIGURE NO. www.aspectconsulting.com REVISED BY: A-1 Q:\_ACAD Standards\Standard Details\Exploration Log Key A1.dwg Exploration/Test Pit Project Number Exploration Number Sheet 140168 TP-2 1 of 1 Project Name: Arlington Airport Ground Surface Elev Location: Arlington, WA Contractor/Method: City of Arlington / Rubber Tire Back Hoe Depth to Water (ft BGS) Sampling Method: GRAB Start/Finish Date 6/3/2014 Depth / Elevation Sample Tests/Remarks PID Material Description Depth (feet) Type/ID (ppm) Type (ft) Weed and gravel surface Slightly moist, loose, dark brown, slightly gravelly SILT (ML) Slightly moist, reddish brown, gravelly SAND (SP); 1 1 medium to very coarse subrounded sand, cobbles to fine gravel TP-2-1' to 2' 2 2 Slightly moist, tan, slightly gravelly SAND (SP); medium to coarse subrounded sand, medium gravel Moist to slightly moist, tan, slightly gravelly, SAND (SP); fine to medium subrounded to subangular sand, 3 medium rounded gravel 3 4 4 TP-2-4' 5 5 6 6 Moist to slightly moist, grayish tan, gravelly SAND (SP); TP-2-6' medium to coarse subangular sand, cobbles 7 7 8 8 TP-2-8' Bottom of test pit at 8.5 feet, backfilled with excavated 9 9 soil, groundwater not observed, sidewall sloughing below ~1 ft BGS. Infiltration test conducted at 8.5 ft BGS. 10 10 11 11 12 12 13 13 14 14 Sampler Type: PID - Photoionization Detector (Headspace Measurement) Logged by: AHP Static Water Level No Recovery Water Level (ATD) Approved by: EOA Grab Sample Groundwater Seepage (ATD) Figure No. A - 2 _TEST PIT ARLINGTON AIRPORT.GPJ June 23, 2014 Exploration/Test Pit Project Number Exploration Number Sheet 140168 TP-3 1 of 1 Project Name: Arlington Airport Ground Surface Elev Location: Arlington, WA Contractor/Method: City of Arlington / Rubber Tire Back Hoe Depth to Water (ft BGS) Sampling Method: GRAB Start/Finish Date 6/3/2014 Depth / Elevation Sample Tests/Remarks PID Material Description Depth (feet) Type/ID (ppm) Type (ft) Gravel and weed surface Slightly moist, gray, silty GRAVEL (GM); medium to very coarse subangular gravel 1 1 Slightly moist, reddish brown, gravelly, sandy SILT (ML); very fine to medium gravwel, fine sand. 2 2 TP-3-2' Slightly moist, tan, gravelly SAND (SP); medium to very coarse subangular sand, fine subrounded gravel 3 3 4 4 TP-3-4' 5 5 Trace gravel 6 6 TP-3-6' 7 7 Gravelly sand with cobbles 8 8 TP-3-8' Bottom of test pit at 8 feet, backfilled with excavated soil, groundwater not observed, little to sidewall sloughing below 2 ft BGS 9 9 10 10 11 11 12 12 13 13 14 14 Sampler Type: PID - Photoionization Detector (Headspace Measurement) Logged by: AHP Static Water Level No Recovery Water Level (ATD) Approved by: EOA Grab Sample Groundwater Seepage (ATD) Figure No. A - 3 _TEST PIT ARLINGTON AIRPORT.GPJ June 23, 2014 Exploration/Test Pit Project Number Exploration Number Sheet 140168 TP-5 1 of 1 Project Name: Arlington Airport Ground Surface Elev Location: Arlington, WA Contractor/Method: City of Arlington / Rubber Tire Back Hoe Depth to Water (ft BGS) Sampling Method: GRAB Start/Finish Date 6/3/2014 Depth / Elevation Sample Tests/Remarks PID Material Description Depth (feet) Type/ID (ppm) Type (ft) Loose, organic rich, dark brown topsoil, with roots Slightly moist, loose, brown, silty SAND (SM); medium 1 1 to coarse subrounded sand, trace cobbles and subrounded gravel, trace roots 2 2 TP-5-2' Slightly moist, loose, light brown, slightly gravelly SAND (SP); medium to very coarse subrounded sand 3 with cobbles 3 TP-5-3.5' 4 4 5 5 Slightly moist, gray, medium SAND (SP), trace cobbles 6 6 TP-5-6' 7 7 Gravelly, cobbley 8 TP-5-7.75' Medium sand, trace gravel, no cobbles 8 Bottom of test pit at 8 feet, backfilled with excavated 9 9 soil, groundwater not observed, sidewall sloughing below ~1 ft BGS 10 10 11 11 12 12 13 13 14 14 Sampler Type: PID - Photoionization Detector (Headspace Measurement) Logged by: AHP Static Water Level No Recovery Water Level (ATD) Approved by: EOA Grab Sample Groundwater Seepage (ATD) Figure No. A - 4 _TEST PIT ARLINGTON AIRPORT.GPJ June 23, 2014 Exploration/Test Pit Project Number Exploration Number Sheet 140168 TP-6 1 of 1 Project Name: Arlington Airport Ground Surface Elev Location: Arlington, WA Contractor/Method: City of Arlington / Rubber Tire Back Hoe Depth to Water (ft BGS) Sampling Method: GRAB Start/Finish Date 6/3/2014 Depth / Elevation Sample Tests/Remarks PID Material Description Depth (feet) Type/ID (ppm) Type (ft) Gravel and grass cover Gray gravel fill Organic soil 1 Slightly moist, tan to brown, SAND (SP); fine to 1 medium subround sand 2 2 TP-6-1.5' to 3.5' 3 3 Slightly moist, grayish brown, sandy GRAVEL (GW); fine to very coarse sand, fine to very coarse subrounded gravel 4 4 Slightly moist, gray, gravelly SAND (SP); fine subrounded gravel to cobbles, medium subrounded angular sand 5 5 TP-6-5' 6 6 Slightly moist, grayish brown, gravelly SAND (SP); medium to very coarse sand, fine subrounded gravel 7 7 TP-6-7' 8 8 Bottom of test pit at 8 feet, backfilled with excavated soil, groundwater not observed, sidewall sloughing below ~3 ft BGS. 9 9 Infiltration test conducted at 8 ft BGS. 10 10 11 11 12 12 13 13 14 14 Sampler Type: PID - Photoionization Detector (Headspace Measurement) Logged by: AHP Static Water Level No Recovery Water Level (ATD) Approved by: EOA Grab Sample Groundwater Seepage (ATD) Figure No. A - 5 _TEST PIT ARLINGTON AIRPORT.GPJ June 23, 2014 APPENDIX B Laboratory Testing CHS Engineers March 18, 2015 Project No. 140168 B.1 Geotechnical Laboratory Testing Geotechnical laboratory tests were conducted on selected soil samples collected during the field exploration program. The tests performed and the procedures followed are outlined below. Grain Size Analysis (G) Grain size analysis was analyzed in accordance with ASTM D 422 on soil samples collected from the test pits. The results of the tests are presented as curves on Figures B-1 through B-6, plotting percent finer by weight versus grain size. Moisture-Density Relationship (Compaction) A bulk sample of soil from Test Pit 2 (TP-2) was submitted for moisture-density testing in accordance with ASTM D 1557 (Modified Proctor). This test result is presented in Figure B-7. Page B-1 APPENDIX C Infiltration Testing CHS Engineers March 18, 2015 Project No. 140168 C.1 Field Infiltration Testing Two falling head infiltration tests were completed in test pits explorations locations TP-2 and TP-6, respectively. Test pit logs from each exploration location are provided in Appendix A. The infiltration tests were completed using the following procedure: â€¢ The test pits were excavated to approximately 8.5 feet below grade at TP-2 and 8 feet below grade at TP-6. â€¢ Water was added to the test pits using a fire hydrant with a flow meter provided by the City of Arlington. â€¢ The water level (head) within the test pits were monitored and recorded with time (falling head infiltration test). â€¢ The plotted falling head infiltration test data (head versus time) is presented in Figures C-1 and C-2. Page C-1 Arlington Airport TP-2 Infiltration Data 3.0 350 2.8 2.6 300 2.4 2.2 250 2.0 1.8 200 1.6 1.4 150 Stage (feet) 1.2 1.0 Infiltration Rate (in/hr) 100 0.8 0.6 0.4 50 0.2 0.0 0 0 10 20 30 Elapsed Time (minutes) Stage Infiltration Rate Aspect Consulting, LLC Figure C-1 3/18/2015 Infiltration Test Results at TP-2 W:\_GEOTECH\140168 Arlington Airport Paving and Storm Water Drainage\Deliverables\Geotechnical Engineering and Hydrogeologic Evaluation\Final 3-18-15\Appendix C\Arlington Airport_Infiltration Test Data Arlington Airport TP-6 Infiltration Data 3.0 300 2.8 250 2.6 2.4 200 2.2 150 2.0 1.8 100 1.6 50 1.4 Stage (feet) 1.2 0 1.0 Infiltration Rate (in/hr) -50 0.8 0.6 -100 0.4 -150 0.2 0.0 -200 0 10 20 30 40 50 60 70 80 90 Elapsed Time (minutes) Stage Infiltration Rate Aspect Consulting, LLC Figure C-2 3/18/2015 Infiltration Test Results at TP-6 W:\_GEOTECH\140168 Arlington Airport Paving and Storm Water Drainage\Deliverables\Geotechnical Engineering and Hydrogeologic Evaluation\Final 3-18-15\Appendix C\Arlington Airport_Infiltration Test Data APPENDIX C Nearby Water Well Logs RESOURCE PROTECTION WELL REPORT This is a report of the activities of a licensed Washington well driller and serves as the official record of work done within the borehole and casing and describes the amount of water encountered. Construction Well Group 1 of 4 Type of Well: Environmental Investigation - Soil Sampling Construction Notice of Intent Number: SE63659 Number of Wells in Group 1: 2 wells Decommissioning Notice of Intent Number: AE45388 Type of Work: New Unique Ecology Well ID Tag Number: N/A Method: DirectPush Property Owner Name: Sount Auto Truck Drilling Start Date: 9/29/2017 Property Owner Address: 59115 192nd St NE, Arlington, WA 98223 Drilling Completion Date: 9/29/2017 Received by Ecology: 10/20/2017 9:55 AM Well Location: Well Street Address: 5915 192nd St NE Dimensions: City, State, Zip: Arlington, WA , 98223 Borehole Diameter: 22.5 in County: Snohomish Depth of completed well: 10 ft 0 in Township: 31N Range: 5E Section: 15 in the SW 1/4 of the SE 1/4 Construction Details Well Head Elevation: Casings: Elevation Datum: From Depth To Depth Type Diameter Stickup Elevation Method: N/A Latitude (DD): Longitude (DD): Datum: Perforations: Horizontal Coordinate Collection Method: Type Size Total From To Perforations Depth Depth Tax parcel No.: 2803855 N/A Lithology Screens: Layer: Describe by color, character, size of material and structure, and Manufacturer Type Dia- Slot From To the kind and nature of the material in each layer penetrated, with at meter Size Depth Depth least one entry for each change of information. N/A From To Material 0 ft 0 in 10 ft 0 in sand Sand/Gravel Packings: Material From To Depth Depth N/A Individual Well Details (Group 1 of 4) Well Driller's Identifier Water Level 1 B5 Dry Hole 2 B6 Dry Hole Additional Well Construction Information None The Department of Ecology does NOT Warranty the Data and/or the information on this Well Report. Well Construction Certification: I constructed and/or accept responsibility for construction of this well and its compliance with all Washington well construction standards. Material used and information reported above are true to the best of my knowledge and belief. Driller/Engineer/Trainee Printed Name: COLE PICKERING Drilling Company: ESN NORTHWEST Driller or trainee License Number: 3216 Address: 1210 EASTSIDE ST SUITE 200 If trainee, Driller's License Number: City, State, Zip: OLYMPIA, WA, 98503 Individual Well Details (Group 1 of 4)Dimensions:Property Owner Address: 59115 192nd St NE, Arlington, WA 98223Well Location:Elevation Method:Casings:Perforations:Screens:Sand/Gravel Packings:Additional Well Construction InformationConstruction (Group 1 of 4) Lithology WellBorehole Diameter: 22.5 inWell Street Address: 5915 192nd St NELatitude (DD): Longitude (DD):From DepthTypeManufacturerMaterialNoneConstruction Notice of Intent Number: SE63659Layer: Describe by color, character, size of material and structure, andDriller's IdentifierSizeTo DepthType TotalFromWater LevelTypeDia- SlotFromDiameterToFrom ToStickupTo Depth of completed well: 10 ft 0 in1City, State, Zip: Arlington, WA , 98223Datum:N/Athe kind and nature of the material in each layer penetrated, with atDecommissioning Notice of Intent Number: AE45388B5 PerforationsDepthDry Holemeter SizeDepthDepthDepth DepthDepth N/A2least one entry for each change of information.B6 Dry Hole County: SnohomishHorizontal Coordinate Collection Method:Property Owner Name: Sount Auto Truck From To Material Property Owner Address: 0 ft 0 in 10 ft 0 in sand RESOURCE PROTECTION WELL REPORT This is a report of the activities of a licensed Washington well driller and serves as the official record of work done within the borehole and casing and describes the amount of water encountered. Construction Well Group 1 of 4 Type of Well: Environmental Investigation - Soil Sampling Construction Notice of Intent Number: SE63659 Number of Wells in Group 1: 2 wells Decommissioning Notice of Intent Number: AE45388 Type of Work: New Unique Ecology Well ID Tag Number: N/A Method: DirectPush Property Owner Name: Sount Auto Truck Drilling Start Date: 9/29/2017 Property Owner Address: 59115 192nd St NE, Arlington, WA 98223 Drilling Completion Date: 9/29/2017 Received by Ecology: 10/20/2017 9:55 AM Well Location: Well Street Address: 5915 192nd St NE Dimensions: City, State, Zip: Arlington, WA , 98223 Borehole Diameter: 22.5 in County: Snohomish Depth of completed well: 10 ft 0 in Township: 31N Range: 5E Section: 15 in the SW 1/4 of the SE 1/4 Construction Details Well Head Elevation: Casings: Elevation Datum: From Depth To Depth Type Diameter Stickup Elevation Method: N/A Latitude (DD): Longitude (DD): Datum: Perforations: Horizontal Coordinate Collection Method: Type Size Total From To Perforations Depth Depth Tax parcel No.: 2803855 N/A Lithology Screens: Layer: Describe by color, character, size of material and structure, and Manufacturer Type Dia- Slot From To the kind and nature of the material in each layer penetrated, with at meter Size Depth Depth least one entry for each change of information. N/A From To Material 0 ft 0 in 10 ft 0 in sand Sand/Gravel Packings: Material From To Depth Depth N/A Individual Well Details (Group 1 of 4) Well Driller's Identifier Water Level 1 B5 Dry Hole 2 B6 Dry Hole Additional Well Construction Information None The Department of Ecology does NOT Warranty the Data and/or the information on this Well Report. Well Construction Certification: I constructed and/or accept responsibility for construction of this well and its compliance with all Washington well construction standards. Material used and information reported above are true to the best of my knowledge and belief. Driller/Engineer/Trainee Printed Name: COLE PICKERING Drilling Company: ESN NORTHWEST Driller or trainee License Number: 3216 Address: 1210 EASTSIDE ST SUITE 200 If trainee, Driller's License Number: City, State, Zip: OLYMPIA, WA, 98503 Individual Well Details (Group 1 of 4)Dimensions:Property Owner Address: 59115 192nd St NE, Arlington, WA 98223Well Location:Elevation Method:Casings:Perforations:Screens:Sand/Gravel Packings:Additional Well Construction InformationConstruction (Group 1 of 4) Lithology WellBorehole Diameter: 22.5 inWell Street Address: 5915 192nd St NELatitude (DD): Longitude (DD):From DepthTypeManufacturerMaterialNoneConstruction Notice of Intent Number: SE63659Layer: Describe by color, character, size of material and structure, andDriller's IdentifierSizeTo DepthType TotalFromWater LevelTypeDia- SlotFromDiameterToFrom ToStickupTo Depth of completed well: 10 ft 0 in1City, State, Zip: Arlington, WA , 98223Datum:N/Athe kind and nature of the material in each layer penetrated, with atDecommissioning Notice of Intent Number: AE45388B5 PerforationsDepthDry Holemeter SizeDepthDepthDepth DepthDepth N/A2least one entry for each change of information.B6 Dry Hole County: SnohomishHorizontal Coordinate Collection Method:Property Owner Name: Sount Auto Truck From To Material Property Owner Address: 0 ft 0 in 10 ft 0 in sand RESOURCE PROTECTION WELL REPORT This is a report of the activities of a licensed Washington well driller and serves as the official record of work done within the borehole and casing and describes the amount of water encountered. Construction Well Group 2 of 4 Type of Well: Environmental Investigation - Soil Sampling Construction Notice of Intent Number: SE63659 Number of Wells in Group 2: 2 wells Decommissioning Notice of Intent Number: AE45388 Type of Work: New Unique Ecology Well ID Tag Number: N/A Method: DirectPush Property Owner Name: Sount Auto Truck Drilling Start Date: 9/29/2017 Property Owner Address: 59115 192nd St NE, Arlington, WA 98223 Drilling Completion Date: 9/29/2017 Received by Ecology: 10/20/2017 9:56 AM Well Location: Well Street Address: 5915 192nd St NE Dimensions: City, State, Zip: Arlington, WA , 98223 Borehole Diameter: 22.5 in County: Snohomish Depth of completed well: 25 ft 0 in Township: 31N Range: 5E Section: 15 in the SW 1/4 of the SE 1/4 Construction Details Well Head Elevation: Casings: Elevation Datum: From Depth To Depth Type Diameter Stickup Elevation Method: N/A Latitude (DD): Longitude (DD): Datum: Perforations: Horizontal Coordinate Collection Method: Type Size Total From To Perforations Depth Depth Tax parcel No.: 2803855 N/A Lithology Screens: Layer: Describe by color, character, size of material and structure, and Manufacturer Type Dia- Slot From To the kind and nature of the material in each layer penetrated, with at meter Size Depth Depth least one entry for each change of information. N/A From To Material 0 ft 0 in 25 ft 0 in sand Sand/Gravel Packings: Material From To Depth Depth N/A Individual Well Details (Group 2 of 4) Well Driller's Identifier Water Level 1 B1 Dry Hole 2 B3 Dry Hole Additional Well Construction Information None The Department of Ecology does NOT Warranty the Data and/or the information on this Well Report. Well Construction Certification: I constructed and/or accept responsibility for construction of this well and its compliance with all Washington well construction standards. Material used and information reported above are true to the best of my knowledge and belief. Driller/Engineer/Trainee Printed Name: COLE PICKERING Drilling Company: ESN NORTHWEST Driller or trainee License Number: 3216 Address: 1210 EASTSIDE ST SUITE 200 If trainee, Driller's License Number: City, State, Zip: OLYMPIA, WA, 98503 Individual Well Details (Group 2 of 4)Dimensions:Property Owner Address: 59115 192nd St NE, Arlington, WA 98223Well Location:Elevation Method:Casings:Perforations:Screens:Sand/Gravel Packings:Additional Well Construction InformationConstruction (Group 2 of 4) Lithology WellBorehole Diameter: 22.5 inWell Street Address: 5915 192nd St NELatitude (DD): Longitude (DD):From DepthTypeManufacturerMaterialNoneConstruction Notice of Intent Number: SE63659Layer: Describe by color, character, size of material and structure, andDriller's IdentifierSizeTo DepthType TotalFromWater LevelTypeDia- SlotFromDiameterToFrom ToStickupTo Depth of completed well: 25 ft 0 in1City, State, Zip: Arlington, WA , 98223Datum:N/Athe kind and nature of the material in each layer penetrated, with atDecommissioning Notice of Intent Number: AE45388B1 PerforationsDepthDry Holemeter SizeDepthDepthDepth DepthDepth N/A2least one entry for each change of information.B3 Dry Hole County: SnohomishHorizontal Coordinate Collection Method:Property Owner Name: Sount Auto Truck From To Material Property Owner Address: 0 ft 0 in 25 ft 0 in sand RESOURCE PROTECTION WELL REPORT This is a report of the activities of a licensed Washington well driller and serves as the official record of work done within the borehole and casing and describes the amount of water encountered. Decommissioning Well Group 4 of 4 for Decommissioning Type of Well: Environmental Investigation - Soil Sampling Construction Notice of Intent Number: SE63659 Number of Wells in Group 4: 2 wells Decommissioning Notice of Intent Number: AE45388 Type of Work: New Unique Ecology Well ID Tag Number: N/A Method: DirectPush Property Owner Name: Sount Auto Truck Drilling Start Date: 9/29/2017 Property Owner Address: 59115 192nd St NE, Arlington, WA 98223 Drilling Completion Date: 9/29/2017 Received by Ecology: 10/20/2017 9:58 AM Well Location: Well Street Address: 5915 192nd St NE Dimensions: City, State, Zip: Arlington, WA , 98223 Diameter of borehole before decommissioning: 22.5 in County: Snohomish Well depth before decommissiong: 45 ft 0 in Township: 31N Range: 5E Section: 15 in the SW 1/4 of the SE 1/4 Construction Details Well Head Elevation: Casings: Elevation Datum: From Depth To Depth Type Diameter Stickup Elevation Method: N/A Latitude (DD): Longitude (DD): Datum: Perforations: Horizontal Coordinate Collection Method: Type Size Total From To Perforations Depth Depth Tax parcel No.: 2803855 N/A Lithology Screens: Layer: Describe by color, character, size of material and structure, and Manufacturer Type Dia- Slot From To the kind and nature of the material in each layer penetrated, with at meter Size Depth Depth least one entry for each change of information. N/A From To Material 0 ft 0 in 45 ft 0 in sand Sand/Gravel Packings: Material From To Depth Depth N/A Individual Well Details (Group 4 of 4) Well Driller's Identifier Decom Sealing Materials 1 B2 Bentonite 2 B7 Bentonite Additional Well Decommissioning Information None The Department of Ecology does NOT Warranty the Data and/or the information on this Well Report. Well Construction Certification: I constructed and/or accept responsibility for construction of this well and its compliance with all Washington well construction standards. Material used and information reported above are true to the best of my knowledge and belief. Driller/Engineer/Trainee Printed Name: COLE PICKERING Drilling Company: ESN NORTHWEST Driller or trainee License Number: 3216 Address: 1210 EASTSIDE ST SUITE 200 If trainee, Driller's License Number: City, State, Zip: OLYMPIA, WA, 98503 Individual Well Details (Group 4 of 4)Dimensions:Property Owner Address: 59115 192nd St NE, Arlington, WA 98223Well Location:Elevation Method:Casings:Perforations:Screens:Sand/Gravel Packings:Additional Well Decommissioning InformationDecommissioning Lithology WellDiameter of borehole before decommissioning: 22.5 inWell Street Address: 5915 192nd St NELatitude (DD): Longitude (DD):From DepthTypeManufacturerMaterialNoneConstruction Notice of Intent Number: SE63659Layer: Describe by color, character, size of material and structure, andDriller's IdentifierSizeTo DepthType TotalFromDecom Sealing MaterialsTypeDia- SlotFromDiameterToFrom ToStickupTo Well depth before decommissiong: 45 ft 0 in1City, State, Zip: Arlington, WA , 98223Datum:N/Athe kind and nature of the material in each layer penetrated, with atDecommissioning Notice of Intent Number: AE45388B2 PerforationsDepthBentonitemeter SizeDepthDepthDepth DepthDepth N/A2least one entry for each change of information.B7 Bentonite County: SnohomishHorizontal Coordinate Collection Method:Property Owner Name: Sount Auto Truck From To Material Property Owner Address: 0 ft 0 in 45 ft 0 in sand APPENDIX D Report Limitations and Guidelines for Use ASPECT CONSULTING REPORT LIMITATIONS AND GUIDELINES FOR USE This Report and Project-Specific Factors Aspect Consulting, LLC (Aspect) considered a number of unique, project-specific factors when establishing the Scope of Work for this project and report. You should not rely on this report if it was: â€¢ Not prepared for you â€¢ Not prepared for the specific purpose identified in the Agreement â€¢ Not prepared for the specific real property assessed â€¢ Completed before important changes occurred concerning the subject property, project or governmental regulatory actions Geoscience Interpretations The geoscience practices (geotechnical engineering, geology, and environmental science) require interpretation of spatial information that can make them less exact than other engineering and natural science disciplines. It is important to recognize this limitation in evaluating the content of the report. If you are unclear how these "Report Limitations and Use Guidelines" apply to your project or site, you should contact Aspect. Reliance Conditions for Third Parties This report was prepared for the exclusive use of the Client. No other party may rely on the product of our services unless we agree in advance to such reliance in writing. This is to provide our firm with reasonable protection against liability claims by third parties with whom there would otherwise be no contractual limitations. Within the limitations of scope, schedule, and budget, our services have been executed in accordance with our Agreement with the Client and recognized geoscience practices in the same locality and involving similar conditions at the time this report was prepared Property Conditions Change Over Time This report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by events such as a change in property use or occupancy, or by natural events, such as floods, earthquakes, slope instability, or groundwater fluctuations. If any of the described events may have occurred following the issuance of the report, you should contact Aspect so that we may evaluate whether changed conditions affect the continued reliability or applicability of our conclusions and recommendations. ASPECT CONSULTING Discipline-Specific Reports Are Not Interchangeable The equipment, techniques, and personnel used to perform a geotechnical or geologic study differ significantly from those used to perform an environmental study and vice versa. For that reason, a geotechnical engineering or geologic report does not usually address any environmental findings, conclusions, or recommendations (e.g., about the likelihood of encountering underground storage tanks or regulated contaminants). Similarly, environmental reports are not used to address geotechnical or geologic concerns regarding the subject property. We appreciate the opportunity to perform these services. If you have any questions please contact the Aspect Project Manager for this project. Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 1 of 9 First American Title Insurance Company 2707 Colby Avenue, Suite 601 Everett, WA 98201 Phn - (425)551-4821 (800)532-2110 Fax - (866)859-0429 Title Team Three (Snohomish) Team email: snotitleteam@firstam.com Fax No. (866) 859-0429 Paula Luxmore Natalie Geyer Jami Higbee (425) 551-4821 (425)-551-2015 (425) 551-4825 To: Olympic Escrow Inc File No.: 4229-3012129 427 N Olympic Avenue Customer Reference: 19921 and 19321 59th Arlington, WA 98223 Ave NE, 6001 192nd St NE, Arlington, WA 98223 Attn: Lisa Cisneros Re: Property Address: 19921 and 19321 59th Ave NE, 6001 192nd St NE, Arlington, WA 98223 Second Commitment COMMITMENT FOR TITLE INSURANCE Issued by FIRST AMERICAN TITLE INSURANCE COMPANY Agreement to Issue Policy We agree to issue a policy to you according to the terms of this Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-I. The General Exceptions and Exceptions in Schedule B-II. The Conditions. This Commitment is not valid without Schedule A and Section I and II of Schedule B. First American Title Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 2 of 9 SCHEDULE A 1. Commitment Date: February 16, 2018 at 7:30 A.M. 2. Policy or Policies to be issued: AMOUNT PREMIUM TAX Basic Rate Standard Owner's Policy $ 150,000.00 $ 880.00 $ 85.36 Proposed Insured: 2BRND LLC 3. (A) The estate or interest in the land described in this Commitment is: FEE SIMPLE ESTATE (B) Title to said estate or interest at the date hereof is vested in: City of Arlington, a municipal corporation 4. The land referred to in this Commitment is described as follows: Real property in the County of Snohomish, State of Washington, described as follows: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, MORE, PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM; THENCE NORTH 4Â° 00' 06" WEST ALONG THE WEST LINE OF SAID SUBDIVISION A DISTANCE OF 1380.59 FEET; THENCE NORTH 85Â° 07' 34" EAST A DISTANCE OF 5.00 FEET TO THE POINT OF INTERSECTION OF THE NORTH BOUNDARY OF 192ND STREET NORTHEAST, A 70 FOOT WIDE ROAD, AND THE EAST BOUNDARY 59TH AVENUE NORTHEAST, A 65 FOOT WIDE ROAD AND THE TRUE POINT OF BEGINNING; THENCE CONTINUE NORTH 85Â° 07' 34" EAST ALONG THE NORTH MARGIN OF 192ND STREET NORTHEAST A DISTANCE OF 309.59 FEET; THENCE NORTH 4Â° 00' 06" WEST A DISTANCE OF 325.28 FEET; THENCE SOUTH 85Â° 07' 34" WEST A DISTANCE OF 64.55 FEET; THENCE SOUTH 86Â° 01' 32" WEST A DISTANCE OF 245.01 FEET TO THE EAST MARGIN OF 59TH AVENUE NORTHEAST; THENCE SOUTH 4Â° 00' 06" EAST ALONG SAID EAST MARGIN A DISTANCE OF 329.13 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS LOT 77 OF THE ARLINGTON AIRPORT INDUSTRIAL PARK) APN: 310515-004-012-00 First American Title Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 3 of 9 SCHEDULE A-1 A Leasehold Estate upon and subject to all the provisions therein contained, as created by that(those) certain Lease(s): 1. A lease and the terms and conditions thereof. Lessor: City of Arlington, a municipal corporation Lessee: 2BRND, LLC Term: Dated: Recorded: Recording Information: To Be Recorded Subject to the expiration of said lease. This company does not insure that said lease has been or will be extended. First American Title Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 4 of 9 SCHEDULE B SECTION I REQUIREMENTS The following requirements must be met: (A) Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. (B) Pay us the premiums, fees and charges for the policy. (C) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded: (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. (E) Releases(s) or Reconveyance(s) of Item(s): (F) Other: (G) You must give us the following information: 1. Any off record leases, surveys, etc. 2. Statement(s) of Identity, all parties. 3. Other: SCHEDULE B SECTION II GENERAL EXCEPTIONS PART ONE: A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. E. (A) Unpatented mining claims; (B) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (C) Water rights, claims or title to water; whether or not the matters excepted under (A), (B) or (C) are shown by the public records; (D) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or materials or medical assistance heretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires of record for value the escrow or interest or mortgage(s) thereon covered by this Commitment. First American Title Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 5 of 9 SCHEDULE B SECTION II EXCEPTIONS PART TWO: Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. The printed exceptions and exclusions from the coverage of the policy or policies are available from the office which issued this Commitment. Copies of the policy forms should be read. 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Arlington is at 1.78 %. Levy/Area Code: 0110 2. Liability, if any, for pro-rata portion of Real Property taxes, which are carried on the Snohomish County Tax Rolls, as exempt. Tax account no. 310515-004-012-00. Affects: Land only 3. A financing statement Date Recorded: December 26, 2001 Recording No.: 200112260881 Debtor: Robert S Manning and Patricia M Manning Secured Party: Prime Pacific Bank, N A A continuation statement was recorded July 06, 2006 as 200607060359 of Official Records. A continuation statement was recorded July 05, 2011 as 201107050247 of Official Records. Affects: Includes other property 4. Evidence of the authority of the individual(s) to execute the forthcoming document for 2BRND, LLC, copies of the current operating agreement should be submitted prior to closing. 5. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. 6. Covenants, conditions, restrictions and/or easements; but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, family status, or national origin to the extent such covenants, conditions or restrictions violate Title 42, Section 3604(c), of the United States Codes: Recording Information: 1356180; August 28, 1959 NOTE: Said Instrument has been amended by Instruments recorded under Recording Numbers 2016001 and 2016002. 7. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording No. 7708240137. First American Title Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 6 of 9 8. Easement, and the terms and provisions thereof: Grantee: Public Utility District No. 1 of Snohomish County Purpose: Electric distribution line Recorded: December 05, 1978 Auditor's File No.: 7812050187 9. Easement, including terms and conditions contained therein: Granted to: Public Utility District No. 1 of Snohomish County For: Underground electric transmission and distribution line Recorded: November 02, 1979 Recording Information: 7911020278 10. Easement, and the terms and provisions thereof: Grantee: Public Utility District No. 1 of Snohomish County Purpose: Electric distribution line Recorded: September 11, 1980 Auditor's File No.: 8009110213 11. Easement, including terms and conditions contained therein: Granted to: Public Utility District No. 1 of Snohomish County For: Anchor location Recorded: December 18, 1987 Recording Information: 8712180042 12. Easement, including terms and conditions contained therein: Granted to: Cascade Natural Gas, a Washington corporation For: To construct, operate, maintain and replace natural gas, distribution lines and equipment under the Right-of-Ways together with all necessary or convenient appurtenances therefor Recorded: November 23, 1992 Recording Information: 9211230626 13. Easement, including terms and conditions contained therein: Granted to: Public Utility District No. 1 of Snohomish County, and Frontier Communications Northwest, Inc. For: Overhead electric distribution line facilities Recorded: August 05, 2014 Recording Information: 201408050532 14. Conditions, notes, easements, provisions and/or encroachments contained or delineated on the face of the Survey recorded under Recording No. 201504105002. First American Title Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 7 of 9 INFORMATIONAL NOTES A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, certain format and content requirements must be met (refer to RCW 65.04.045). Failure to comply may result in rejection of the document by the recorder or additional fees being charged, subject to the Auditor's discretion. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Ptn SE Sec 15-31-5 E, W.M., records of Snohomish County APN: 310515-004-012-00 D. The following deeds affecting the property herein described have been recorded within 36 months of the effective date of this commitment: NONE NOTE: The forthcoming Mortgagee's Policy will be the ALTA 2006 Policy unless otherwise noted on Schedule A herein. NOTE: A FEE MAY BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO WASHINGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THIS COMPANY. First American Title Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 8 of 9 CONDITIONS 1. DEFINITIONS (a)"Mortgage" means mortgage, deed of trust or other security instrument. (b)"Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS The Exceptions in Schedule B - Section II may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B - Section I are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B - Section I or eliminate with our written consent any Exceptions shown in Schedule B - Section II. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this commitment and is subject to its terms. First American Title Form No. 1068-2 Commitment No.: 4229-3012129 ALTA Plain Language Commitment Page 9 of 9 First American Title Insurance Company 2707 Colby Avenue, Suite 601 Everett, WA 98201 Phn - (425)551-4821 (800)532-2110 Fax - (866)859-0429 Privacy Information We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our subsidiaries we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information that you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: ï‚· Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; ï‚· Information about your transactions with us, our affiliated companies, or others; and ï‚· Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. Information Obtained Through Our Web Site First American Financial Corporation is sensitive to privacy issues on the Internet. We believe it is important you know how we treat the information about you we receive on the Internet. In general, you can visit First American or its affiliatesâ€™ Web sites on the World Wide Web without telling us who you are or revealing any information about yourself. Our Web servers collect the domain names, not the e-mail addresses, of visitors. This information is aggregated to measure the number of visits, average time spent on the site, pages viewed and similar information. First American uses this information to measure the use of our site and to develop ideas to improve the content of our site. There are times, however, when we may need information from you, such as your name and email address. When information is needed, we will use our best efforts to let you know at the time of collection how we will use the personal information. Usually, the personal information we collect is used only by us to respond to your inquiry, process an order or allow you to access specific account/profile information. If you choose to share any personal information with us, we will only use it in accordance with the policies outlined above. Business Relationships First American Financial Corporation's site and its affiliates' sites may contain links to other Web sites. While we try to link only to sites that share our high standards and respect for privacy, we are not responsible for the content or the privacy practices employed by other sites. Cookies Some of First American's Web sites may make use of "cookie" technology to measure site activity and to customize information to your personal tastes. A cookie is an element of data that a Web site can send to your browser, which may then store the cookie on your hard drive. FirstAm.com uses stored cookies. The goal of this technology is to better serve you when visiting our site, save you time when you are here and to provide you with a more meaningful and productive Web site experience. -------------------------------------------------------------------------------- Fair Information Values Fairness We consider consumer expectations about their privacy in all our businesses. We only offer products and services that assure a favorable balance between consumer benefits and consumer privacy. Public Record We believe that an open public record creates significant value for society, enhances consumer choice and creates consumer opportunity. We actively support an open public record and emphasize its importance and contribution to our economy. Use We believe we should behave responsibly when we use information about a consumer in our business. We will obey the laws governing the collection, use and dissemination of data. Accuracy We will take reasonable steps to help assure the accuracy of the data we collect, use and disseminate. Where possible, we will take reasonable steps to correct inaccurate information. When, as with the public record, we cannot correct inaccurate information, we will take all reasonable steps to assist consumers in identifying the source of the erroneous data so that the consumer can secure the required corrections. Education We endeavor to educate the users of our products and services, our employees and others in our industry about the importance of consumer privacy. We will instruct our employees on our fair information values and on the responsible collection and use of data. We will encourage others in our industry to collect and use information in a responsible manner. Security We will maintain appropriate facilities and systems to protect against unauthorized access to and corruption of the data we maintain. Form 50-PRIVACY (9/1/10) Page 1 of 1 Privacy Information (2001-2010 First American Financial Corporation) First American Title COMPLETE STREETS CHECKLIST Community & Economic Development City of Arlington â€¢ 18204 59th Avenue NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 Project Name: Email: Project Manager/Owner: Phone No.: Description of Scope: Roadway Classification: ï² Principal ï² Minor ï² Collector ï² Non-Arterial ï² Boulevard ï² Alley Cross Connection Type: ï² Downtown ï² Urban Center Connector ï² Neighborhood Yield ï² Downtown Neighborhood ï² Industrial Access ï² Mixed Use Overlay ï² Urban Village Main ï² Neighborhood Corridor ï² Smokey Point Corridor ï² Urban Village Neighborhood ï² Neighborhood Curbless Page 1 of 7 Revised 8/18 1. CHANNELIZATION Average Daily Trips: Should re-channelization Contact Public Works 360-403-3512 be considered in the project scope? Speed Limit: Current image or typical existing cross-section of street in project area (showing lane configuration): 2. PAVEMENT CONDITIONS Does the existing road maintain the minimum Overall Condition Index (OCI) as set ï² Yes ï² No forth in the Transportation Benefit District? Contact Public Works for current OCI and Standards 360-403-3512. Has the installation of traffic circles been considered? ï² Yes ï² No Is this project on the cityâ€™s Transportation Improvement Plan? ï² Yes ï² No Should pavement repair be considered through this project? ï² Yes ï² No If yes, please explain. 3. PEDESTRIAN INFRASTRUCTURE Is this area identified in the City of Arlington Pedestrian Improvement Plan? If so, ï² Yes ï² No have the recommendations been met? Explain how or why not. People walking or using a mobility device: Is the project fully served by sidewalks, ï² Yes ï² No accessible curb ramps, and safe crosswalks? If not, are new/repaired sidewalks, curb ramps, and crosswalks included in the project? Page 2 of 7 Revised 8/18 Explain how or why not. Are existing sidewalk in good condition? ï² Yes ï² No Has an initial assessment of trees and sidewalk conditions been conducted with ï² Yes ï² No and engineer and arborist/landscape architect? Are there missing sidewalk in the project area? ï² Yes ï² No If yes, explain how this will be corrected? Crossing Width (number of lanes) _______________ Controlled Stop Spacing ______________________________ Does the project propose mid-block crossings to reduce distance between ï² Yes ï² No crossings? Is there pedestrian refuge or flashing beacons in the project area? ï² Yes ï² No Explain pedestrian existing crossing convenience, visibility and safety; does the project target improvements to accessibility? Have the addition of curb bulb outs been considered to slow traffic and reduce ï² Yes ï² No crossing width? Describe how the building(s) have been oriented to address the adjacent roadway with visible connected sidewalks that encourage and enhance pedestrian circulation. Describe pedestrian facilities added such as benches, trash receptacles, visual interest, shade and plantings. Page 3 of 7 Revised 8/18 4. BICYCLE INFRASTRUCTURE Is this area identified in the City of Arlington Bicycle Improvement Plan? ï² Yes ï² No If so, have the recommendations been met? Explain how or why not. Is the project site fully served by bicycle facilities? If not, are new bicycle facilities ï² Yes ï² No included in the project? Explain how or why not. Does this project meet the needs of a variety of bicycle users? ï² Yes ï² No (Family vs. Commuter) How? Describe how the building(s) serve and invite bicycle traffic, e.g. covered bike racks, visual interest, smooth transitions, bicycle focused travel ways. 5. TRANSIT INFRASTRUCTURE Transit Classification: ï² Major Transit Route ï² Minor Transit Route Is the project identified on the City of Arlington Transit Expansion Plan? ï² Yes ï² No ï‚· Are there bus stops on the project area? ï² Yes ï² No ï‚· Are all bus stops in the project area within close proximity to a controlled ï² Yes ï² No crossing? ï‚· Average distance between bus stops in/adjacent to project area? ï‚· If bus stops are less than 0.2 miles (1056 ft.) apart, can stops be consolidated? Explain: Page 4 of 7 Revised 8/18 Does the stop provide cover and seating? ï² Yes ï² No How or why not. Does the project add visual interest, shading, lighting, plantings, or traffic buffers? ï² Yes ï² No Explain how the project improves transit usersâ€™ comfort and convenience. Is the transit stop ADA accessible? If not, how does the project propose to provide ï² Yes ï² No accessibility? How or why not. 6. FREIGHT INFRASTRUCTURE Is the project on an identified City of Arlington Freight Route? ï² Yes ï² No Does the project area meet the curb radius and clearance standards? ï² Yes ï² No Are there spot improvements needed for the project area? (pavement depth) ï² Yes ï² No 7. STREET TREES AND LANDSCAPING Describe any existing street trees and landscaping assets within the project limits that warrant project investment to sustain (e.g. preservation of street trees): Is there an opportunity to plant trees or expand landscape? ï² Yes ï² No Page 5 of 7 Revised 8/18 Will there be long-term street tree and landscaping maintenance required for this ï² Yes ï² No project? How will the maintenance of plants be addressed? Are street median planting proposed in the project area? ï² Yes ï² No Does the project include any environmental elements? E.g.: street trees, reduced ï² Yes ï² No pavement, bio-infiltration, vegetated bump outs, native/drought tolerant vegetation, or other environmental improvements to be implemented with the project? Explain how or why not. 8. URBAN DESIGN AND PLANNING If an adopted subarea or action plan applies to this project, has its ï² Yes ï² No recommendations relevant to improved streets/ROW been met? Explain how or why not. Has connectivity been improved for all modes of travel? ï² Yes ï² No Explain specifically for each mode of travel. Is there an opportunity to implement artistic elements (e.g. sidewalk inlays, ï² Yes ï² No creative street furniture, or bollards or planters, creative bicycle racks etc.) in the project area? Explain how. Page 6 of 7 Revised 8/18 Describe Public Art or Art Opportunities: ï² Yes ï² No Arlington Art Council may be a resource 360-435-3778 or arlingtonartscouncil.net CITY USE ONLY Approval Determination ï² This project meets or exceeds the City of Arlington Complete Streets Standards. ï² This project will meet the City of Arlington Complete Street Standards with the following changes. ï² This project does not meet the City of Arlington Complete Street Standards. Please revisit the following sections and resubmit. Variance Determination ï² This project does not meet the City of Arlington Complete Street Standards. Project proponent has applied for a variance through the variance process and variance has been approved. ï² The variance has been denied, please revisit the following sections and resubmit. Page 7 of 7 Revised 8/18 ABBREVIATIONS (NOTE: NOT ALL ABBREVIATIONS ARE USED.) GENERAL STATEMENT: 13. SEWER LINES SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE AND A MINIMUM OF 18 LEGEND INCHES VERTICAL CLEARANCE FROM WATER LINES. SEE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND ALTERNATIVES. THIS PROJECT INCLUDES THE CONSTRUCTION OF A 30,000 SQUARE-FOOT MANUFACTURING WAREHOUSE FOR AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY GPD GALLONS PER DAY SAN SANITARY DESCRIPTION NEW GLOBAL MACHINE WORKS, INC. (GMW).CONSTRUCTION ACTIVITIES WILL TAKE PLACE ON A 2.32-ACRE LOT 14. PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE CITY OF ARLINGTON STANDARD AND WSDOT AND TRANSPORTATION OFFICIALS GPS GALLONS PER SECOND SS SANITARY SEWER ADJACENT TO THE ARLINGTON MUNICIPAL AIRPORT. CIVIL SCOPE, AS OUTLINED IN THESE DOCUMENTS, STANDARD SPECIFICATIONS. 3/8-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED www.brph.com Copyright Â© 2018 ADD ADDENDUM GALV GALVANIZED SCHED SCHEDULE INCLUDES SITE GEOMETRIC CONFIGURATION, PAVING AND UTILITY ROUTING FOR FIRE WATER, DOMESTIC BEDDING MATERIAL. PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. THIS SHALL INCLUDE WATER, AND SANITARY SEWER. A PORTION OF PAVING FOR THE PERIMETER DRIVEWAY OF THE SITE WILL TAKE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL ADJ ADJACENT GSP GALVANIZED STEEL PIPE SECT SECTION PLACE WITHIN THE LIMITS OF AN EXISTING 40-FOOT UTILITY CITY-OWNED RIGHT OF WAY, AS PERMITTED BY THE AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE PROPERTY LIMITS Architects Engineers, Inc. A/C AIR CONDITION GV GATE VALVE SH SHEET CITY OF ARLINGTON, WHICH RUNS PARALLEL TO THE EASTERN BORDER OF THE PROPERTY. AN EXISTING 10,476 ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 19020 33rd Ave. W. | Suite 530 SQUARE-FOOT BUILDING WILL REMAIN ON THE EASTERN SIDE OF THE SITE. Lynnwood | Washington | 98036 ALT ALTERNATE GEN GENERAL SLP SLOPE UTILITY EASEMENT LIMITS E 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY TO AT LEAST 90% 425-921-3500 AL ALUMINUM GRD GRADE S SOUTH MAXIMUM DRY DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH OF 3â€™ BELOW THE SURFACE. THE GENERAL NOTES: TRENCH BACKFILL MUST BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY WITHIN 3â€™ OF THE SURFACE. BUILDING OR STRUCTURE Offices in Melbourne, Orlando, Atlanta, ASTM AMERICAN SOCIETY FOR TESTING MATERIALS GND GROUND SPEC SPECIFICATION ASPHALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS. ALL COMPACTION TESTS Boca Raton, Lynnwood, and Charleston APPROX APPROXIMATELY GUT GUTTER SQ SQUARE 1. WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC ARE AT THE CONTRACTOR'S EXPENSE. A/E ARCHITECTURAL/ENGINEERING SF SQUARE FEET WORKS STANDARDS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE WASHINGTON STATE CONCRETE PAVEMENT Board of Architecture License No. 603235512 16. CONTRACTOR SHALL VERIFY THE PRESENCE, LOCATION, AND SIZE OF EXISTING SEWER LATERALS PRIOR DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND Board of Professional Engineers License No.3137 ARCH ARCHITECTURAL HC HANDICAP SQ IN SQUARE INCH MUNICIPAL CONSTRUCTION. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. TO THE COMMENCEMENT OF CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. MEDIUM DUTY ASPHALT PAVEMENT These plans are protected by Federal Copyright ASPH CONC ASPHALTIC CONCRETE HPA HAZARDOUS PROCESSING AREA STN STL STAINLESS STEEL 17. MINIMUM ALLOWABLE SLOPE FOR 6" SANITARY SEWER IS 1.0%. 2. CONTRACTOR SHALL REFER AND CONFORM TO THE RECOMMENDATIONS AND FINDINGS AS SET FORTH IN protection. Unauthorized use may result in an ASSY ASSEMBLY HD HEAD STD STANDARD THE GEOTECHNICAL ENGINEERING REPORT BY ASPECT CONSULTING (DATED NOVEMBER 30, 2018). infringement action. CONTACT DESIGN ENGINEER FOR INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY HEAVY DUTY ASPHALT PAVEMENT @ AT HDR HEADER STA STATION WATER NOTES: UNUSUAL CONDITIONS BECOME APPARENT DURING CONSTRUCTION. AVE AVENUE HWY HIGHWAY STL STEEL LANDSCAPE* AVG AVERAGE HP HORSEPOWER STOR STORAGE 3. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A GRADING PERMIT, RIGHT-OF-WAY 1. WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT EDITION OF THE CITY OF ISSUE FOR PERMIT PERMIT, AND UTILITY PERMITS, FROM THE CITY. REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO ARLINGTON STANDARDS AND SPECIFICATIONS. CHANGES TO THE DESIGN REQUIRE APPROVAL OF THE HORIZ HORIZONTAL SD STORM DRAIN BE OBTAINED BY THE CONTRACTOR. ENGINEER. RIVER ROCK DOCUMENT HISTORY BFP BACK FLOW PREVENTER HB HOSE BIB ST STREET 4. PRIOR TO CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL ATTEND A PRECONSTRUCTION 2. MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY REV DATE DESCRIPTION BL BASE LINE SURF SURFACE CONFERENCE WITH THE CITY. THE CONTRACTOR SHALL SCHEDULE THE PRECONSTRUCTION THE DESIGN ENGINEER PRIOR TO DELIVERY TO THE JOB SITE. MATERIAL SUBMITTALS ARE REQUIRED AND CURB BRG BEARING ID INSIDE DIAMETER SYM SYMBOL CONFERENCE BY CALLING (360) 403-3500. PRIOR TO SCHEDULING, THE CONTRACTOR MUST SUBMIT AND MUST BE APPROVED PRIOR TO SCHEDULING A PRE-CONSTRUCTION CONFERENCE. RECEIVE APPROVAL FOR THE TRAFFIC CONTROL PLAN, CITY PERMITS, TEMPORARY EROSION AND BM BENCH MARK INFO INFORMATION SYS SYSTEM SEDIMENT CONTROL PLAN, PERFORMANCE BOND, COPY OF OTHER AGENCY PERMITS, A COPY OF THE 3. WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE CLASS 52. F FIRE WATER LINE CONTRACTORâ€™S LICENSE, AND PROOF OF INSURANCE COVERAGE. BIT BITUMINUOUS IN INCH 4. SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO INSTALLATION. BLK BLOCK INV INVERT TAN TANGENT 5. THE CONTRACTOR SHALL KEEP A COPY OF PROJECT PERMITS AND APPROVED PLANS ON THE JOB SITE DOMESTIC WATER LINE W BO BLOW OFF TEL TELEPHONE WHEN CONSTRUCTION IS IN PROGRESS. APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO 5. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED COMMENCEMENT OF CONSTRUCTION. BY OSHA AND WISHA. BOT BOTTOM JT JOINT TEMP TEMPORARY GATE VALVE BLVD BOULEVARD JB JUNCTION BOX TB TEST BORING, TOP OF BANK 6. SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. DEVIATION FROM THE 6. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE WHEREVER POSSIBLE. THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE DESIGN ENGINEER, AND DEPTH OF COVER SHALL BE TYPICALLY 36 INCHES (3 FEET), AND MAY BE UP TO 60 INCHES (5 FEET) WITH D BLDG BUILDING THK THICK OTHER APPROPRIATE PUBLIC AGENCIES. THE APPROVAL OF THE CITY ENGINEER. WATER MAINS UNDER THE STATE (OR COUNTY) HIGHWAYS SHALL FIRE HYDRANT BE BURIED ELECTRIC KSC KENNEDY SPACE CENTER THRU THROUGH MEET THE MINIMUM COVER DEPTHS REQUIRED BY WSDOT (OR SNOHOMISH COUNTY). 7. EXISTING SITE CONDITIONS SHOWN ARE BASED ON A TOPOGRAPHIC SURVEY PROVIDED BY CASCADE BT BURIED TELEPHONE TYP TYPICAL SURVEYING & ENGINEERING, INC. (DATED JULY 17, 2018), AS WELL AS SITE OBSERVATIONS AND OTHER 7. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERâ€™S RECOMMENDED SOURCES. THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE INFORMATION SHOWN ON THE SURVEY FIRE DEPARTMENT CONNECTION LAT LATITUDE MAXIMUM DEFLECTIONS. BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN ENGINEERS' EASEMENTS OR PUBLIC RIGHT-OF-WAY. CB CATCH BASIN L LENGTH UGE UNDERGROUND ELECTRICAL ATTENTION IMMEDIATELY UPON DISCOVERY. CL CENTERLINE LF LINEAR FEET UTIL UTILITY 8. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK, CURBS, GUTTERS, OR ANY PERMANENT SANITARY SEWER W/CLEANOUT SS 8. THE CONTRACTOR SHALL LOCATE AND PROTECT CASTINGS AND UTILITIES DURING CONSTRUCTION AND STRUCTURES. CLF CHAIN LINK FENCE LONG LONGITUDE SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE (1-800-424-5555 OR 811) AT LEAST 48 CV CHECK VALVE VERT VERTICAL HOURS PRIOR TO CONSTRUCTION. 9. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE AND PURITY TESTS, AND HAS BEEN APPROVED AND ACCEPTED BY THE CITY. SANITARY SEWER LINE SS CHD CHORD VOL VOLUME 9. INSPECTION AND ACCEPTANCE OF WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF MAINT MAINTENANCE COA CITY OF ARLINGTON ARLINGTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE 10. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM, CONTRACTOR SHALL FIELD VERIFY THE MH MANHOLE APPROPRIATE INSPECTIONS, ALLOWING PROPER ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE LOCATION, DEPTH AND MATERIAL OF EXISTING WATER MAINS AT THE POINT OF CONNECTION. SANITARY SEWER MANHOLE S CO CLEANOUT, CHANGE ORDER W WATER, WEST REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED MFR MANUFACTURER COL COLUMN WM WATER METER WITHOUT INSPECTION. 11. WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN MATL MATERIAL WATER LINES CROSS SEWER LINES, THE MINIMUM VERTICAL CLEARANCE SHALL BE 18 INCHES. NATURAL GAS LINE C3PF COMMERCIAL CREW & CARGO PROCESSING FACILITY W/ WITH 10. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING GAS MAX MAXIMUM CONC CONCRETE W/O WITHOUT WITH A SWEEPING AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WILL NOT BE ALLOWED 12. TO FILL THE MAIN FOR FLUSHING, PRESSURE AND PURITY TESTS, THE CONTRACTOR IS REQUIRED TO USE MHWL MEAN HIGH WATER LEVEL WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. AN APPROVED METER AND DCVA. THE HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT CBS CONCRETE BLOCK AND STUCCO BACK-SIPHONAGE THROUGH THE DRAIN HOLE. AFTER SUCCESSFUL TESTING, THE CONTRACTOR WILL TIE CHAIN LINK FENCE MLWL MEAN LOW WATER LEVEL CONN CONNECTION 11. THE CONTRACTOR SHALL MAINTAIN TWO (2) SETS OF â€œAS-BUILTâ€ PLANS SHOWING ALL FIELD CHANGES AND INTO THE EXISTING SYSTEM, USING DISINFECTED SLEEVES AND SPOOL PIECES. MECH MECHANICAL MODIFICATIONS. IMMEDIATELY AFTER CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL DELIVER CONST CONSTRUCTION BOTH COPIES OF RED-LINED PLANS TO THE CITY. THE CITY WILL FORWARD ONE OF THE COPIES TO THE MJxMJ MECHANICAL JOINT BY MECHANICAL JOINT 13. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION. ONLY AUTHORIZED SIGN CJ CONSTRUCTION JOINT DESIGN ENGINEER. REPRESENTATIVES OF THE CITY CAN OPERATE VALVES IN THE CITY WATER SYSTEM. MJxPE MECHANICAL JOINT BY PLAIN END CONT CONTINUOUS 12. WORK SHALL BE PERFORMED IN A SAFE MANNER. SAFETY RULES AS STATED IN THE GUIDELINES OF 14. THE CONTRACTOR IS HEREBY NOTIFIED THAT, SINCE FILLING AND FLUSHING WILL BE DONE THROUGH A BOLLARD MIN MINIMUM CONTR CONTRACTOR O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR INJURIES OF CROSS-CONNECTION CONTROL DEVICE, LOW VELOCITY FLOWS MAY BE ENCOUNTERED. THEREFORE, MISC MISCELLANEOUS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR INJURIES OF PERSONS DURING THE COURSE EVERY ATTEMPT SHALL BE MADE TO KEEP THE PIPE CLEAN DURING INSTALLATION. THIS MAY INCLUDE COORD COORDINATE OF THIS PROJECT. GAS METER SWABBING THE PIPE WITH CHLORINATED WATER. MPPU MINI PORTABLE PURGE UNIT CAP CORRUGATED ALUMINUM PIPE C MEG MATCH EXISTING GRADE 13. WORK AND MATERIALS SHALL BE IN COMPLETE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS 15. CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS OF THE RIGHT-OF-WAY *SEE LANDSCAPING PLAN FOR ACTUAL PLANTINGS AND GROUND COVER CMP CORRUGATED METAL PIPE CONSISTING OF THESE DRAWINGS AND SEPARATELY BOUND TECHNICAL SPECIFICATIONS. WORK SHALL PERMIT OF THE CITY OR OTHER APPLICABLE AGENCY. MES MITERED END SECTION CU FT CUBIC FEET BE IN COMPLETE ACCORDANCE WITH APPLICABLE CITY, COUNTY, STATE OR FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR REGISTRATION 16. IN-LINE PIPE JOINTS SHALL BE RESTRAINED WITH FIELD LOCK GASKETS. CFM CUBIC FEET PER MINUTE REQUIREMENTS OF GOVERNING AUTHORITIES. N NORTH CFS CUBIC FEET PER SECOND 17. FITTINGS SHALL BE RESTRAINED JOINTS AND HAVE THRUST BLOCKING. DESCRIPTION EXISTING N/A NOT APPLICABLE CU IN CUBIC INCH SANITARY SEWER NOTES: 18. CONTRACTOR SHALL EXCAVATE TO CONFIRM EXISTING WATER MAIN SIZES PRIOR TO ORDERING WATER NIC NOT IN CONTRACT CY CUBIC YARD MAIN TEES. NTS NOT TO SCALE CDJ CONSTRUCTION DOWELED JOINT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY AUTHORITIES AND VERIFYING 19. CONTRACTOR SHALL PROVIDE SITE SIGNAGE FOR FDC. CONTRACTOR SHALL COORDINATE LOCATION WITH BUILDING OR STRUCTURE NO NUMBER LOCATIONS/ELEVATIONS OF THEIR FACILITIES PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR BUILDING OFFICIAL. DEPT DEPARTMENT SHALL USE SPECIAL CARE IN WORKING AROUND AND NEAR EXISTING UTILITIES THAT ARE ENCOUNTERED DET DETAIL DURING CONSTRUCTION, PROTECTING THEM WHERE NECESSARY SO THAT THEY WILL GIVE CONCRETE PAVEMENT OC ON CENTER UNINTERRUPTED SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNERS FOR DAMAGES TO DIAG DIAGONAL SAID UTILITIES. OPNG OPENING DIA DIAMETER LANDSCAPE ORIG ORIGINAL 2. MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND THE DIM DIMENSION MATERIAL SUBMITTALS SHALL BE APPROVED BY THE ENGINEER BEFORE SCHEDULING THE OD OUTSIDE DIAMETER DIV DIVISION PRECONSTRUCTION CONFERENCE AND BEFORE THE MATERIALS ARE DELIVERED TO THE JOB SITE. ONCE W OH OVERHEAD THE MATERIALS ARE DELIVERED TO THE JOB SITE THE CITY INSPECTOR WILL DETERMINE IF THE DOMESTIC WATER LINE DJ DOWELED JOINT MATERIALS WERE MANUFACTURED TO MEET THE REQUIREMENTS OF THE CITY OF ARLINGTON DS DOWNSPOUT STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. PS PARKING SPACE SANITARY SEWER LINE SS NEW WAREHOUSE FACILITY DWG DRAWING 3. SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A PVMT PAVEMENT 5915 192ND ST NE A, ARLINGTON, WA, 98233 DIP DUCTILE IRON PIPE SURVEYOR PRIOR TO CONSTRUCTION. THE CONSTUCTION STAKES MUST SHOW THE STATION AND OFFSET PERF PERFORATED TO THE ALIGNMENT. SANITARY SEWER MANHOLE S GLOBAL MACHINE WORKS, INC. PERP PERPENDICULAR EA EACH 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE PExPE PLAIN END BY PLAIN END OF A TAP OR CONNECTION TO AN EXISTING SANITARY SEWER MAIN. THE CITY INSPECTOR SHALL BE UNDERGROUND POWER LINE UGP E EAST PRESENT AT THE TIME OF THE TAP OR CONNECTION. PNT POINT RY B ELEC ELECTRIC POC POINT OF CONNECTION OVERHEAD POWER LINE OHP AR MCLE 5. GRAVITY SEWERS, INCLUDING SIDE SEWERS, WITH 5 TO 14 FEET OF COVER SHALL BE PVC ASTM D 3034 H N ELEV ELEVATION PC POINT OF CURVATURE SDR 35. GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 FEET OF COVER SHALL BE T ON ERCP ELLIPTICAL REINFORCED CONCRETE PIPE PI POINT OF INTERSECTION DUCTILE IRON PIPE CLASS 52, OR C-900 PVC. IF DUCTILE IRON PIPE IS USED FOR SEWER, THE PIPE Robert H McLenon Jr ER INTERIOR SHALL BE EPOXY COATED (NOT CEMENT-LINED). CHAIN LINK FENCE B JR ENGR ENGINEER PRC POINT OF REVERSE CURVE OR ENT ENTRANCE PT POINT OF TANGENCY 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C478. JOINTS SHALL BE RUBBER SIGN GASKETED AND GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY OF ARLINGTON R 48560 EQUIP EQUIPMENT E D PVI POINT OF VERTICAL INTERSECTION STANDARDS AND SPECIFICATIONS. ALL LIFT HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE BOLLARD GISTERE GROUTED FROM THE INSIDE AND OUTSIDE OF THE MANHOLE TO BE WATERTIGHT. ADDITIONAL EXIST EXISTING PVC POLYVINYL CHLORIDE PIPE WATERPROOFING MAY BE REQUIRED. EJ EXPANSION JOINT PIV POST INDICATOR VALVE 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS. SIDE SEWER FIRE HYDRANT PSF POUNDS PER SQUARE FOOT CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAIN OR A TEE FROM A NEW MAIN CONNECTED FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PSI POUNDS PER SQUARE INCH ABOVE THE SPRING LINE OF THE PIPE. WYES ARE NOT ALLOWED ON LINES 8â€ OR LARGER. SIDE SEWERS ARCH/ENGR OF RECORD CAN NOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. PROPANE TANK ROBERT H. MCLENON JR. FOC FACE OF CURB P POWER WA PE 48560 FT FEET PP POWER POLE 8. SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24â€ â€“ 48â€ UNDER THE PROPOSED FINISHED SUBGRADE, OR AS DIRECTED BY THE CITY INSPECTOR. THE MARKER SHALL BE PLASTIC, WATER METER FPS FEET PER SECOND PL PROPERTY LINE NON-BIODEGRADABLE, METAL CORE, AND DETECTABLE, WITH BACKING MARKED â€œSEWERâ€. LUNADESIGNED BY FF FINISH FLOOR R RADIUS 9. SIDE SEWERS SHALL BE INSTALLED BY THE CONTRACTOR AND COORDINATED FOR CLEARANCE WITH TELEPHONE PEDESTAL FDC FIRE DEPARTMENT CONNECTION RED REDUCER POWER, GAS, TELEPHONE, CABLE, AND OTHER UTILITIES. SIDE SEWERS SHALL BE A MINIMUM OF 10 FEET LUNADRAWN BY BEYOND PROPERTY LINES AND 5â€™ BEYOND ANY EASEMENT. FHA FIRE HYDRANT ASSEMBLY REF REFERENCE WATER VALVE FW FIRE PROTECTION WATER REINF REINFORCED 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF CONNECTION ON PROJECT NUMBER FLxFL FLANGED JOINT BY FLANGED JOINT THE EXISTING SEWER OR FROM A DESIGNATED STARTING POINT. THE SEWER PIPE SHALL BE INSTALLED C07568.001/C001 GEN NOTES LEGEND ABBRV.DWG RCP REINFORCED CONCRETE PIPE WITH THE BELL END UPSTREAM. FLxPE FLANGED JOINT BY PLAIN END TREE REQ'D REQUIRED DATE 11. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED FLR FLOOR A REV REVISED, REVISION BY OSHA AND WISHA. 12/14/18 FL FLOW LINE RPM REVOLUTIONS PER MINUTE EDGE OF PAVEMENT TITLE 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITYâ€™S EXISTING SEWER SYSTEM, THE FTG FOOTING ROW RIGHT OF WAY CONTRACTOR SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY GENERAL NOTES, FM FORCE MAIN RD ROAD INSPECTOR. THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. FDN FOUNDATION RT RIGHT LEGEND AND FUT FUTURE ABBREVIATIONS DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C001 GEN NOTES LEGEND ABBRV.DWG 12/18/2018 8:31 AM C-001 1 2 3 4 5 6 N: 430015.9459 E: 1318835.6171 CIVIL NOTES: 1. PAVEMENT MARKINGS SHALL COMPLY WITH THE SPECIFICATIONS FOR LOW N89Â°42'11"E - 245.01' N89Â°23'51"E - 64.56' VOLATILE ORGANIC COMPOUND SOLVENT-BASED PAINT PER WSDOT 9.34. 9' TYP. TYP. 19' TYP. TYP. 10.66' VARIES TYP. CIVIL KEYNOTES: www.brph.com Copyright Â© 2018 R 25' 1-1 PROPERTY BOUNDARY. 7 6 9' 6 7 Architects Engineers, Inc. R 5' TYP. R 5' 40' 1-2 EXISTING CONCRETE PAD TO REMAIN. 19020 33rd Ave. W. | Suite 530 UTILITY EASEMENT Lynnwood | Washington | 98036 E 1-3 EXISTING FENCING TO REMAIN. 425-921-3500 TYP. 1-4 EXISTING TREES TO REMAIN. SEE TREE PROTECTION DETAIL ON SHEET C-504. Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston 24' 1-5 OVERHEAD DOORS. Board of Architecture License No. 603235512 1-6 REALIGN CORNER OF FENCE TO NOT CONFLICT WITH DRIVEWAY LIMITS. Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright 2-1 PROVIDE EXTRUDED CEMENT CONCRETE CURB PER COA STANDARD DETAIL R-200. R 35' 55' protection. Unauthorized use may result in an TYP. N: 429941.8808 2-2 PROVIDE CONCRETE PAVEMENT. SEE CONCRETE PAVEMENT DETAIL ON SHEET infringement action. R 30' 12' E: 1319035.0964 C-503. PROVIDE JOINTING PER JOINTING PLAN DETAIL ON SHEET C-505. N: 429941.8808 2-3 PROVIDE MEDIUM DUTY ASPHALT PAVEMENT. SEE MEDIUM DUTY ASPHALT ISSUE FOR PERMIT 33' E: 1318885.0964 PAVEMENT DETAIL ON SHEET C-503. TYP. R 45' TYP. DOCUMENT HISTORY 2-4 PROVIDE WHEEL STOP. SEE SEE WHEEL STOP DETAIL ON SHEET C-503. REV DATE DESCRIPTION 2-5 PROVIDE CONCRETE SIDEWALK. SEE TYPICAL SIDEWALK DETAIL ON SHEET C-505. TYP. N: 429920.1578 2-7 PROVIDE HEAVY DUTY ASPHALTIC PAVEMENT. SEE HEAVY DUTY ASPHALT E: 1318834.8591 PAVEMENT DETAIL ON SHEET C-503. 19' 3-1 PROVIDE PUBLIC TRAIL PER COA STANDARDS. SEE FRONTAGE IMPROVEMENTS 3 7' DETAIL ON SHEET C-504. 5' 4-1 PROVIDE 4" WIDE WHITE PAINTED STRIPE. 24' D 4-2 PROVIDE PEDESTRIAN WALKWAY PAVEMENT MARKINGS. 4" WHITE STRIPES AT 45Â° TYP. ANGLES SPACED 18" APART. 4 4-3 PROVIDE LOADING / UNLOADING AREA PAVEMENT MARKINGS. 6" WHITE STRIPES AT 45Â° ANGLES SPACED 2' APART. 9' TYP. 3 4-4 PROVIDE WHITE PAINTED STOP LINE PER WSDOT STANDARD PLAN M-24.60-04. 4-5 PROVIDE ACCESSIBLE PARKING STALLS PER WSDOT STANDARD PLAN M-17.10-02 FOR TWO ACCESSIBLE STALLS (90Â° PARKING STALL ARRANGEMENT). 4-6 PROVIDE STOP SIGN. SEE TYPICAL STOP SIGN DETAIL ON SHEET C-505. 19' 24' 4' 20' TYP. 4-7 PROVIDE WHITE PAINTED TYPE 1S TRAFFIC ARROW PER WSDOT STANDARD PLAN 4' MANUFACTURING WAREHOUSE M-24-40-02. 65.1' 25.41' 30,000 SQFT TYP 5-1 PROVIDE CONCRETE FILLED BOLLARDS. SEE CONCRETE FILLED BOLLARD DETAIL ON SHEET C-504. 19.02' EXISTING BUILDING 5 VARIES 3.5' TO REMAIN 5-2 PROVIDE CMU WALL DUMPSTER ENCLOSURE. SEE DUMPSTER ENCLOSURE DETAIL ON SHEET C-504. 24' SITE DATA: 2' TYP TAX PARCEL NO.: 31051500401200 SITE ADDRESS: 5915 192ND STREET NE A N0Â°16'11"E - 329.13' CITY/STATE: ARLINGTON, WA 98233 C R/W LINE 18' COA ZONING: GI (GENERAL INDUSTRIAL) 100' TOTAL SITE AREA: 2.32 AC (101,164 SF) FEMA FLOOD ZONE: ZONE X 22' N0Â°16'18"E - 325.29' REQ'D BUILDING SETBACK (ARTERIAL ROADS): 25 FEET REQ'D BUILDING SETBACK (INTERIOR LOT): 5 FEET PUD VAULT 59TH AVENUE MAXIMUM BUILDING HEIGHT: 50 FEET MAXIMUM LOT COVERAGE: 100% EXISTING SITE TOTAL BUILDING AREA: 31,516 SF (21,316 SF TO BE DEMOLISHED) 37' TYP. TOTAL PAVED AREA: 6,155 SF TOTAL GRAVEL AREA: 44,162 SF TYP. TOTAL IMPERVIOUS AREA: 81,833 SF 6 TOTAL PERVIOUS AREA: 19,331 SF LOT COVERAGE: 31% N: 429741.8808 19' PROPOSED SITE 5' E: 1319035.0964 5' NEW WAREHOUSE FACILITY TOTAL BUILDING AREA: 40,476 SF 8' TOTAL ONSITE PAVED AREA: 34,454 SF 5915 192ND ST NE A, ARLINGTON, WA, 98233 N: 429741.8808 E: 1318885.0964 6.5' TOTAL IMPERVIOUS AREA: 74,930 SF GLOBAL MACHINE WORKS, INC. 16.5' 6' 8' TOTAL OFFSITE IMPERVIOUS AREA: 14,195 SF 4' TOTAL PERVIOUS AREA ONSITE: 26,237 SF 8' RY MC B 68' 26' TOTAL PERVIOUS AREA OFFSITE: 12,553 SF AR LEN LOT COVERAGE: 40% H O N: 429725.3808 T N 60.32' N: 429725.3808 E: 1318979.0964 R 5' Robert H McLenon Jr R E: 1318953.0964 PARKING PROVIDED (POV): 45 BE JR PARKING PROVIDED (ADA): 2 OR R 48560 E D TBM 134-36-1 24' LEGAL DESCRIPTION: GISTERE N. BOLT TOP FLANGE ELEV.=143.88 THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF TYP. SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM MORE PARTICULARLY DESCRIBED AS FOLLOWS: ARCH/ENGR OF RECORD N89Â°23'58"E - 309.59' ROBERT H. MCLENON JR. COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION TYP. R 35' 8' 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM; THENCE NORTH 4Â° 00' 06" WEST ALONG WA PE 48560 R 13' THE WEST LINE OF SAID SUBDIVISION A DISTANCE OF 1380.59 FEET; THENCE NORTH 85Â° R 25' 07' 34" EAST A DISTANCE OF 5.00 FEET TO THE POINT OF INTERSECTION OF THE NORTH DESIGNED BY TYP. 10' TYP. 2' TYP BOUNDARY OF 192ND STREET NORTHEAST, A 70 FOOT WIDE ROAD, AND THE EAST LUNA BOUNDARY 59TH AVENUE NORTHEAST, A 65 FOOT WIDE ROAD AND THE TRUE POINT OF BEGINNING; THENCE CONTINUE NORTH 85Â° 07' 34" EAST ALONG THE NORTH MARGIN OF LUNADRAWN BY N: 429663.8815 N: 429664.2585 N: 429664.2072 N: 429663.8694 192ND STREET NORTHEAST A DISTANCE OF 309.59 FEET; THENCE NORTH 4Â° 00' 06" WEST E: 1319032.1178 E: 1319107.2540 E: 1319142.9005 E: 1319239.6286 A DISTANCE OF 325.28 FEET; THENCE SOUTH 85Â° 07' 34" WEST A DISTANCE OF 64.55 FEET; THENCE SOUTH 86Â° 01' 32" WEST A DISTANCE OF 245.01 FEET TO THE EAST MARGIN OF PROJECT NUMBER 69.98' C07568.001/C121 SITE PLAN.DWG 59TH AVENUE NORTHEAST; THENCE SOUTH 4Â° 00' 06" EAST ALONG SAID EAST MARGIN A DISTANCE OF 329.13 FEET TO THE TRUE POINT OF BEGINNING. DATE A SUBJECT TO AND TOGETHER WITH ALL EASEMENTS, COVENANTS, CONDITIONS, 12/14/18 192ND STREET RESERVATIONS, AND RESTRICTIONS OF RECORD, IF ANY. SITE PLANTITLE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SOURCE: CASCADE SURVEYING & ENGINEERING, INC. R/W LINE SITE PLAN DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C121 SITE PLAN.DWG 12/18/2018 8:32 AM N C-121 1 2 3 4 5 6 CIVIL KEYNOTES: 2-1 PROVIDE 5" STORZ FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET C-501. 2-3 PROVIDE VALVE AND BOX PER COA STANDARD DETAIL W-190. 2-5 PROVIDE 2" HDPE, DOMESTIC WATER. www.brph.com Copyright Â© 2018 2-6 PROVIDE 2" RESILIENT SEATED GATE VALVE AND VALVE BOX WITH A CONCRETE PAD PER COA STANDARD DETAIL W-190. Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 2-7 PROVIDE 2" COMMERCIAL WATER METER PER COA STANDARD DETAIL W-050. Lynnwood | Washington | 98036 425-921-3500 E 2-8 PROVIDE 10" x 10" x 2" TEE. Offices in Melbourne, Orlando, Atlanta, 2-9 PROVIDE 10" x 10" x 10" STEEL FABRICATED EPOXY COATED WET TAPPING SLEEVE Boca Raton, Lynnwood, and Charleston PER COA STANDARD DETAIL W-200. Board of Architecture License No. 603235512 2-10 PROVIDE 10" RESILIENT SEATED GATE VALVE AND VALVE BOX WITH A CONCRETE Board of Professional Engineers License No.3137 PAD PER COA STANDARD DETAIL W-190 AND W-220.. These plans are protected by Federal Copyright protection. Unauthorized use may result in an 2-11 PROVIDE 10" x 6" REDUCER. infringement action. 2-12 FIRE RISER PER DETAIL ON SHEET C-501. SEE FIRE PROTECTION DRAWINGS FOR CONTINUATION. ISSUE FOR PERMIT 2-13 PROVIDE DOMESTIC WATER LINE TO 12" ABOVE FINISHED FLOOR ELEVATION. SEE PLUMBING FOR CONTINUATION. DOCUMENT HISTORY 3-1 PROVIDE 48" TYPE I MONITORING MANHOLE WITH LOCKING RINGS AND COVER PER REV DATE DESCRIPTION COA STANDARD DETAILS SS-010 AND SS-130. 3-2 PROVIDE SEWER CLEANOUT PER COA STANDARD DETAIL SS-080 FOR PAVED AREAS. 3-3 PROVIDE 6" SIDE SEWER STUB PER COA STANDARD DETAIL SS-090. CONNECT TO EXISTING 10" PVC SEWER MAIN USING A ROMAC STYLE CB TAPPING SADDLE PER COA DETAIL SS-100. D 3-4 SEE PLUMBING DRAWINGS FOR CONTINUATION. 4-1 2-LB NATURAL GAS LINE. TO BE FURNISHED BY CASCADE NATURAL GAS. 4-2 GAS METER. TO BE FURNISHED BY CASCADE NATURAL GAS. 8" PVC SANITARY SEWER - GRAVITY 8" DI WATER C R/W LINE 59TH AVENUE 10" DI WATER NEW WAREHOUSE FACILITY 5915 192ND ST NE A, ARLINGTON, WA, 98233 GLOBAL MACHINE WORKS, INC. RY MC B AR LEN TH ON R Robert H McLenon Jr BE J O R R R 48560 E D GISTERE S ARCH/ENGR OF RECORD ROBERT H. MCLENON JR. WA PE 48560 10" PVC SANITARY SEWER - GRAVITY LUNADESIGNED BY DRAWN BY 8" DI SANITARY SEWER - FORCE LUNA PROJECT NUMBER C07568.001/C161 UTILITY PLAN.DWG DATE A 192ND STREET 12/14/18 UTILITY PLANTITLE 10" DI WATER R/W LINE UTILITY PLAN DRAWING NO. N P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C161 UTILITY PLAN.DWG 12/18/2018 8:32 AM C-161 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 HORIZONTAL CLEARANCES Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E CABLE 5' 425-921-3500 Offices in Melbourne, Orlando, Atlanta, GAS 5' Boca Raton, Lynnwood, and Charleston Board of Architecture License No. 603235512 POWER 5' Board of Professional Engineers License No.3137 STORM DRAIN 5' These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. TELEPHONE, FIBER OPTIC 5' ISSUE FOR PERMIT WATER 10' DOCUMENT HISTORY REV DATE DESCRIPTION VERTICAL CLEARANCES CABLE 1' GAS 1' POWER 1' D STORM DRAIN 0.5' TELEPHONE, FIBER OPTIC 1' WATER 1.5' WATER MAIN CLEARANCES COORDINATE DISTANCE WITH BUILDING CONTRACTOR SEE FIRE PROTECTION C FOR CONTINUATION DI OR STEEL PIPE BUILDING EXTERIOR WALL SLEEVE SEAL 5' MIN. WATERTIGHT 12" FLOOR GRADE 36" TO 42" CEMENT-LINED DUCTILE IRON (CL52) STRUCTURAL FLANGE AND SPIGOT FOOTING PIECE (SEE PLAN FOR PIPE DIAMETER) NEW WAREHOUSE FACILITY MINIMUM 34" (HOT DIP) GALV. 2'-0" BELOW FINISHED GRADE 5915 192ND ST NE A, ARLINGTON, WA, 98233 GLOBAL MACHINE WORKS, INC. 3'-0" RODS WITH BITUMINOUS COATING BELOW FINISHED GRADE ON BOLTS AND NUTS. 12" MIN. RY MC B AR LEN TH ON FIELD LOK GASKETS / MEGALUG R REQUIRED ON ALL JOINTS FROM VALVE Robert H McLenon Jr E J THRUST BLOCKING B R TO 90Â° BEND SEE COA STANDARD OR SEE COA STANDARD DETAIL W-220 FOR DETAIL W-160 CONTINUATION R 48560 E D DEADMAN THRUST BLOCKING GISTERE RESTRAINT SEE COA STANDARD DETAIL W-160 NOTE: BUILDING WALL AND FOUNDATION ARE SHOWN SCHEMATICALLY. SEE STRUCTURAL FOR TAPPING SLEEVE, SEE ABOVE. ACTUAL CONFIGURATION. ARCH/ENGR OF RECORD FIRE DEPARTMENT CONNECTION FIRE RISER ROBERT H. MCLENON JR. WA PE 48560 LUNADESIGNED BY LUNADRAWN BY PROJECT NUMBER C07568.001/C-501 UTILITY DETAILS DATE A 12/14/18 TITLE UTILITY DETAILS DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501 DETAILS.DWG 12/18/2018 8:32 AM C-501 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. ISSUE FOR PERMIT DOCUMENT HISTORY REV DATE DESCRIPTION D HORIZONTAL CLEARANCES C CABLE 5' GAS 5' POWER 10' STORM DRAIN 5' TELEPHONE, FIBER OPTIC 10' WATER 10' VERTICAL CLEARANCES CABLE 1' NEW WAREHOUSE FACILITY GAS 1' 5915 192ND ST NE A, ARLINGTON, WA, 98233 GLOBAL MACHINE WORKS, INC. POWER 1' STORM DRAIN 1' RY MC B AR LEN TH ON TELEPHONE, FIBER OPTIC 1' Robert H McLenon Jr ER B JR O R WATER 1.5' R 48560 E D GISTERE SANITARY SEWER CLEARANCES ARCH/ENGR OF RECORD ROBERT H. MCLENON JR. WA PE 48560 LUNADESIGNED BY LUNADRAWN BY PROJECT NUMBER C07568.001/C-502 UTILITY DETAILS DATE A 12/14/18 TITLE UTILITY DETAILS DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501 DETAILS.DWG 12/18/2018 8:32 AM C-502 1 2 3 4 5 6 1/4"X1/4" CHAMFERED EDGE, TYP. 3/8"Â±1/16" 3/4"Â±1/4" 1/4"x 1/4" CHAMFERED EDGE, TYP JOINT SEALING FILLER PAVEMENT SURFACE BACKER ROD MATERIAL JOINT SEALING FILLER www.brph.com Copyright Â© 2018 1/8"Â±1/16" PAVEMENT SURFACE Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 1/4T Lynnwood | Washington | 98036 SAWED JOINT FACE T VARIES 1/8" T/4 425-921-3500 E (SEE PLANS) 4" HOT MIX ASPHALT SURFACE COURSE Offices in Melbourne, Orlando, Atlanta, T CONFORMING TO WSDOT STANDARD SPECIFICATION Boca Raton, Lynnwood, and Charleston SECTION 5-04. (2) LIFTS AT 2" EACH. 1 1/8" MIN. 7/8" BACKER ROD MATERIAL 1/8" TO 1/4" SAWCUT Board of Architecture License No. 603235512 3/8" Board of Professional Engineers License No.3137 8" CRUSHED SURFACING BASE COURSE PER SECTION 1 1/8" 9-03.9(3) WSDOT. These plans are protected by Federal Copyright LOCATION OF CONTRACTION protection. Unauthorized use may result in an JOINT PER APPROVED JOINT infringement action. LAYOUT 12" COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM DRY DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). 3/4" PREMOLDED JOINT FILLER ISSUE FOR PERMIT DOCUMENT HISTORY EXPANSION JOINT (EJ) CONTRACTION JOINT (CJ) HEAVY DUTY ASPHALT PAVEMENT SECTION REV DATE DESCRIPTION D 3/8"Â±1/16" 6' 1/4"X1/4" CHAMFERED EDGE, TYP. 2" MIN 12"Â± 3" MAX JOINT SEALING 1/4"Â±1/16" PAVEMENT SURFACE 1/4T SAWED JOINT FACE NO 4 BARS 18" LONG 4" MIN (2 PER GUARD) 1/2" BACKER ROD MATERIAL 5" MAX T/2 3" MIN COVERAGE 1 1/8" MIN. 3" HOT MIX ASPHALT CLASS 1/2 " SURFACE COURSE. T VARIES (2) LIFTS AT 1.5" EACH. 2" MIN 3" MAX (SEE PLANS) 3/8" R=2" RUBBED OR CAST 3" MIN 6" CRUSHED SURFACING BASE COURSE PER SECTION C 5" MIN 6" MAX COVERAGE 9-03.9(3) WSDOT. GREASE ONE 3/4"Ã˜ x 18" SMOOTH DOWEL END OF DOWEL @ 12" CTR GREASE ONE END 1/4" PITCH OPTIONAL (DRILL AND EPOXY FOR EXISTING 12" COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM 8" MIN CONCRETE) DRY DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). 9" MAX 5/8" OR 3/4" HOLES SECOND POUR FIRST POUR OR EXISTING 2" MIN 3" MAX CONCRETE WHEEL STOP DOWELED CONSTRUCTION JOINT (DJ) MEDIUM DUTY ASPHALT PAVEMENT SECTION WHEEL STOP NEW WAREHOUSE FACILITY 5915 192ND ST NE A, ARLINGTON, WA, 98233 GLOBAL MACHINE WORKS, INC. 1/4"X1/4" CHAMFERED EDGE, TYP. NON-REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT. MIN 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS RY MC B 1/2" Â±1/4" AR LEN TH ON R CRUSHED SURFACING BASE COURSE PER SECTION 9-03.9(3) Robert H McLenon Jr BE J WSDOT. R POURED JOINT SEALANT OR BROOM FINISH COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM DRY PAVING SEE PLAN R 48560 DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). E D SLAB SEE PLAN PAVEMENT SURFACE GISTERE 1/8" Â± 1/16" 6" ARCH/ENGR OF RECORD 2' ROBERT H. MCLENON JR. WA PE 48560 1/2" 1 BACKER MATERIAL 6" DESIGNED BY 1 COMPACTED SUBGRADE LUNA INITIAL SAWCUT (1/8") OR INSERT DRAWN BY SEE STRUCTURAL FOR FOUNDATION LUNA 3" CLR 2" CLR SIZE & REINFORCING 6" PROJECT NUMBER 12" C07568.001/C-503 SITE DETAILS 2' - 2" NOTE: USE AT DOOR OPENINGS. DATE A 12/14/18 TITLE DOWELED EXPANSION JOINT (E1) CONCRETE PAVEMENT SITE DETAILS DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501 DETAILS.DWG 12/18/2018 8:32 AM C-503 1 2 3 4 5 6 IN UNPAVED AREAS IN PAVED AREAS ROUND OFF CONCRETE TO PREVENT STANDING WATER www.brph.com Copyright Â© 2018 6"Ã˜ SCH 40 GALV PIPE Architects Engineers, Inc. FILL WITH CONCRETE 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston CANOPY DRIP LINE DEFINES PAINT SAFETY YELLOW TREE & VEGETATION Board of Architecture License No. 603235512 PROTECTION AREA 4'-0" Board of Professional Engineers License No.3137 TREE PROTECTION FENCING NOTES These plans are protected by Federal Copyright protection. Unauthorized use may result in an 1. CHAIN LINK, WIRE MESH, OR SIMILAR infringement action. OPEN RIGID MATERIAL (NO PLYWOOD) 2. MUST BE INSTALLED PRIOR TO GRADE 3/4" PAVEMENT DEMOLITION OR GROUND DISTURBANCE 3. KEPT IN PLACE FOR THE DURATION OF ISSUE FOR PERMIT CONSTRUCTION 4. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA: DOCUMENT HISTORY MATERIAL STORAGE / STOCKPILING, EXPANSION JOINT REV DATE DESCRIPTION PARKING, EXCAVATION, DUMPING, OR WASHING 5. IF ROOTS GREATER THAN 2 INCHES ARE REQUIRED FOUND OUTSIDE OF FENCING, PROTECT FENCING NY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP 4' CONC 4,000 PSI MOIST MIN 6. USE 2 INCHES OR DEEPER WOOD CHIP 4'-0" MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS TREE FENCING AROUND D ENTIRE DRIP LINE 18" TREE PROTECTION CONCRETE FILLED BOLLARDS BOND BEAM W/ (2) #5xCONT R/W C 6' 8" CMU REINF 8' W/ #5 VERT @ 1.5" ASPHALT WALKWAY 5' 5' VARIES EX. ASPHALT ROAD 24" OC 2" x 2" HOT DIPPED GALVANIZED ALL-PUNCHED SQUARE POST GROUT ALL 7' CELLS SOLID 25' CLEAR ZONE 1% BELOW GRADE PAVEMENT A A 3" COMP DEPTH ACP DUMPSTER ENCLOSURE 14' FINISHED GRADE CONCRETE-FILLED BOLLARD. DOWELS MATCHING SIZE 2' SEE DETAIL ON THIS SHEET. NEW WAREHOUSE FACILITY LAP & SPACING OF SPLICE NOTES 5915 192ND ST NE A, ARLINGTON, WA, 98233 WALL REINF CONT WALL FTG 1' GLOBAL MACHINE WORKS, INC. 1. BIORETENTION SWALE BY OTHERS. (5) #5xCONT LW 3000 PSI CONC 3' MIN. & #5 @ 12" OC 3' 6' 6' 3' SW 1' - 4" 2' MIN. RY MC B 4' - 8" 8" 18' 8" AR LEN TH O 6" DIA. R N A - A Robert H McLenon Jr BE J O R PLAN NOTES: R ELEVATION 1. SIGN REFLECTIVE SPECIFICATION: 3M HIGH INTENSITY OR EQUALALENT. R 48560 E D GISTERE DUMPSTER ENCLOSURE FRONTAGE IMPROVEMENTS HANDICAP SIGN DETAIL ARCH/ENGR OF RECORD ROBERT H. MCLENON JR. WA PE 48560 LUNADESIGNED BY LUNADRAWN BY PROJECT NUMBER C07568.001/C-504 SITE DETAILS DATE A 12/14/18 TITLE SITE DETAILS DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501 DETAILS.DWG 12/18/2018 8:32 AM C-504 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. ISSUE FOR PERMIT SEE LAYOUT PLAN FOR WIDTHS DOCUMENT HISTORY FINISH GRADE/SOD 1/2" BELOW REV DATE DESCRIPTION SIDEWALK FINISH GRADE 4" THICK, 4,000 PSI CONCRETE WITH AIR ENTRAINMENT (MIN 4.5% - MAX 6.5%). BROOM FINISH. 1% MIN 2% MAX 2" CRUSHED SURFACING TOP COURSE, COMPACTED TO 95% MODIFIED PROCTOR D DRY DENSITY (ASTM D 1557). 8" SUBGRADE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY (ASTM D 1557) . NOTES: 1. PROVIDE EXPANSION JOINTS AT 30' O.C. FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE INSPECTOR IN THE FIELD. 2. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. 3. JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. TYPICAL SIDEWALK TYPICAL STOP SIGN 12 EQUAL SPACES 6 EQUAL SPACES 2' 13.6' (TYP) TYP C CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ E1 CJ EJ EJ 2 EQUAL SPACES CJ EJ CJ CJ 2 EQUAL SPACES CJ DUMPSTER ENCLOSURE EJ NEW WAREHOUSE FACILITY DJ 5915 192ND ST NE A, ARLINGTON, WA, 98233 GLOBAL MACHINE WORKS, INC. CJ DJ RY MC B CJ AR LEN H O CJ EJ RT N DJ Robert H McLenon Jr E DJ B JR E1 O 10 EQUAL SPACES CJ R 9' (TYP) R 48560 D 11' (TYP) E DJ GISTERE EJ CJ DJ ARCH/ENGR OF RECORD 10' (TYP) ROBERT H. MCLENON JR. WA PE 48560 LUNADESIGNED BY NOTES: 1. JOINT E1 TO BE USED AT OVERHEAD DOOR LOCATIONS. LUNADRAWN BY PROJECT NUMBER C07568.001/C-505 SITE DETAILS JOINTING PLAN DATE A 12/14/18 TITLE SITE DETAILS DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501 DETAILS.DWG 12/18/2018 8:32 AM C-505 1 2 3 4 5 6 DESCRIPTION OF WORK THE NEW WAREHOUSE FACILITY FOR GMW CONSISTS OF A ~ 30,000 SQFT PRE-ENGINEERED METAL BUILDING. SITE WORK SHALL CONSIST OF PAVING ACTIVITIES FOR ACCESS DRIVES AND PARKING LOTS, UTILITY ROUTING FOR WATER, FIRE, NATURAL GAS AND SANITARY SEWER AND OTHER MISCELLANEOUS SITE FEATURES INCLUDING A DUMPSTER ENCLOSURE. www.brph.com Copyright Â© 2018 SITE DATA Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 425-921-3500 E A. ZONING CLASSIFICATION GENERAL INDUSTRIAL (GI) NEW WAREHOUSE FACILITY Offices in Melbourne, Orlando, Atlanta, B. USE CLASSIFICATION 4.200 Boca Raton, Lynnwood, and Charleston C. LOT SIZE 2.32 AC (101,164 SQFT) Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 D. LOT DIMENSIONS ~ 309.59' W x 239.13' L These plans are protected by Federal Copyright E. BUILDING SETBACK 25' ARTERIAL ROADS / 5' INTERIOR LOT protection. Unauthorized use may result in an GLOBAL MACHINE WORKS, INC. infringement action. F. BUILDING HEIGHT 28' - 3" G. TOTAL LOT COVERAGE 89,125 SQFT ISSUE FOR PERMIT H. PARKING SPACES 41 REQUIRED, 47 PROPOSED 5915 192ND ST NE A, Arlington, WA 98233 DOCUMENT HISTORY I. UTILITY PROVIDER (WATER) CITY OF ARLINGTON REV DATE DESCRIPTION SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST 1 5/30/2019 CONSTRUCTION REVIEW J. UTILITY PROVIDER (SEWER) CITY OF ARLINGTON VICINITY MAP D PROJECT LOCATION NOT TO SCALE LOCATION MAP C PROJECT LOCATION NOT TO SCALE NEW WAREHOUSE FACILITY 5915 192ND ST NE A, ARLINGTON, WA, 98233GLOBAL MACHINE WORKS, INC. SHEET INDEX CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL B COMPLIANCE WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. ARRY MCL E SHEET SHEET SHEET ISSUE CONFORMANCE OF THIS DESIGN WITH ALL APPLICABLE LAWS AND H OF WASHIN NO T E GT NUMBER NAME DATE REVISION T O N REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF THE R A N E T GC-001 COVER SHEET 05/30/2019 1 LICENSED DESIGN ENGINEER. WHOSE STAMP AND SIGNATURE APPEAR S J B C-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS 05/30/2019 1 ON THIS SHEET. ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING O R R C-121 SITE PLAN 05/30/2019 1 REVIEW DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION P R R E C-161 UTILITY PLAN 05/30/2019 1 ACTIVITIES THAT REQUIRE OTHER COUNTY, STATE OR FEDERAL PERMIT O RE 48560 D E F GISTERE IN C-501 UTILITY DETAILS 05/30/2019 1 REVIEW AND APPROVAL. THE PROPERTY OWNER AND LICENSED DESIGN ESS G C-502 UTILITY DETAILS 05/30/2019 1 IONAL EN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND C-503 SITE DETAILS 05/30/2019 1 COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS C-504 SITE DETAILS 05/30/2019 1 WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC C-505 SITE DETAILS 05/30/2019 1 APPROVAL (HPA), WSDOE NOTICE OF INTENT (NOI), ANY CORP OF ARCH/ENGR OF RECORD ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ROBERT H. MCLENON JR. NOTE ISSUE FOR PERMIT ENDANGERED SPECIES ACT. WA PE 48560 BY:_________________________________________________ THE DOCUMENTS PRODUCED BY BRPH IN THIS PACKAGE REFLECT DESIGN OF SITE GEOMETRY, PAVING AND UTILITIES. CITY ENGINEER DESIGNED BY LUNA SCOPE RELATED TO STORMWATER MANAGEMENT, DRAINAGE, GRADING AND SEPA DOCUMENTATION ARE WITHIN THE SCOPE OF MAC ENGINEERING, LLC AND APPEAR IN THEIR RESPECTIVE PACKAGE. 12/14/2018 DATE:_______________________________________________ DRAWN BY THIS APPROVAL VALID FOR 18 MONTHS LUNA PROJECT NUMBER C07568.001 / GC-001 COVER SHEET.DWG ENGINEERS & CONSULTANTS DATE A 12/14/18 CIVIL BRPH TITLE 19020 33rd AVE W COVER SHEET SUITE 530 LYNNWOOD, WA 98036 ROBERT H. MCLENON JR., PE BMCLENON@BRPH.COM WWW.BRPH.COM DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\G001 -COVER SHEET.DWG5/31/2019 8:14 AM GC-001 1 2 3 4 5 6 ABBREVIATIONS (NOTE: NOT ALL ABBREVIATIONS ARE USED.) GENERAL STATEMENT: 13. SEWER LINES SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE AND A MINIMUM OF 18 LEGEND INCHES VERTICAL CLEARANCE FROM WATER LINES. SEE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND ALTERNATIVES. THIS PROJECT INCLUDES THE CONSTRUCTION OF A 30,000 SQUARE-FOOT MANUFACTURING WAREHOUSE FOR AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY GPD GALLONS PER DAY SAN SANITARY DESCRIPTION NEW GLOBAL MACHINE WORKS, INC. (GMW).CONSTRUCTION ACTIVITIES WILL TAKE PLACE ON A 2.32-ACRE LOT 14. PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE CITY OF ARLINGTON STANDARD AND WSDOT AND TRANSPORTATION OFFICIALS GPS GALLONS PER SECOND SS SANITARY SEWER ADJACENT TO THE ARLINGTON MUNICIPAL AIRPORT. CIVIL SCOPE, AS OUTLINED IN THESE DOCUMENTS, STANDARD SPECIFICATIONS. 3/8-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED www.brph.com Copyright Â© 2018 ADD ADDENDUM GALV GALVANIZED SCHED SCHEDULE INCLUDES SITE GEOMETRIC CONFIGURATION, PAVING AND UTILITY ROUTING FOR FIRE WATER, DOMESTIC BEDDING MATERIAL. PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. THIS SHALL INCLUDE WATER, AND SANITARY SEWER. A PORTION OF PAVING FOR THE PERIMETER DRIVEWAY OF THE SITE WILL TAKE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL ADJ ADJACENT GSP GALVANIZED STEEL PIPE SECT SECTION PLACE WITHIN THE LIMITS OF AN EXISTING 40-FOOT UTILITY CITY-OWNED RIGHT OF WAY, AS PERMITTED BY THE AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE PROPERTY LIMITS Architects Engineers, Inc. A/C AIR CONDITION GV GATE VALVE SH SHEET CITY OF ARLINGTON, WHICH RUNS PARALLEL TO THE EASTERN BORDER OF THE PROPERTY. AN EXISTING 10,476 ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 19020 33rd Ave. W. | Suite 530 SQUARE-FOOT BUILDING WILL REMAIN ON THE EASTERN SIDE OF THE SITE. Lynnwood | Washington | 98036 ALT ALTERNATE GEN GENERAL SLP SLOPE UTILITY EASEMENT LIMITS E 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY TO AT LEAST 90% 425-921-3500 AL ALUMINUM GRD GRADE S SOUTH MAXIMUM DRY DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH OF 3â€™ BELOW THE SURFACE. THE GENERAL NOTES: TRENCH BACKFILL MUST BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY WITHIN 3â€™ OF THE SURFACE. BUILDING OR STRUCTURE Offices in Melbourne, Orlando, Atlanta, ASTM AMERICAN SOCIETY FOR TESTING MATERIALS GND GROUND SPEC SPECIFICATION ASPHALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS. ALL COMPACTION TESTS Boca Raton, Lynnwood, and Charleston APPROX APPROXIMATELY GUT GUTTER SQ SQUARE 1. WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC ARE AT THE CONTRACTOR'S EXPENSE. SF SQUARE FEET WORKS STANDARDS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE WASHINGTON STATE CONCRETE PAVEMENT Board of Architecture License No. 603235512 A/E ARCHITECTURAL/ENGINEERING 16. CONTRACTOR SHALL VERIFY THE PRESENCE, LOCATION, AND SIZE OF EXISTING SEWER LATERALS PRIOR DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND Board of Professional Engineers License No.3137 ARCH ARCHITECTURAL HC HANDICAP SQ IN SQUARE INCH MUNICIPAL CONSTRUCTION. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. TO THE COMMENCEMENT OF CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. MEDIUM DUTY ASPHALT PAVEMENT These plans are protected by Federal Copyright ASPH CONC ASPHALTIC CONCRETE HPA HAZARDOUS PROCESSING AREA STN STL STAINLESS STEEL 17. MINIMUM ALLOWABLE SLOPE FOR 6" SANITARY SEWER IS 1.0%. 2. CONTRACTOR SHALL REFER AND CONFORM TO THE RECOMMENDATIONS AND FINDINGS AS SET FORTH IN protection. Unauthorized use may result in an ASSY ASSEMBLY HD HEAD STD STANDARD THE GEOTECHNICAL ENGINEERING REPORT BY ASPECT CONSULTING (DATED NOVEMBER 30, 2018). infringement action. CONTACT DESIGN ENGINEER FOR INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY HEAVY DUTY ASPHALT PAVEMENT @ AT HDR HEADER STA STATION WATER NOTES: UNUSUAL CONDITIONS BECOME APPARENT DURING CONSTRUCTION. AVE AVENUE HWY HIGHWAY STL STEEL LANDSCAPE* AVG AVERAGE HP HORSEPOWER STOR STORAGE 3. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A GRADING PERMIT, RIGHT-OF-WAY 1. WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT EDITION OF THE CITY OF ISSUE FOR PERMIT PERMIT, AND UTILITY PERMITS, FROM THE CITY. REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO ARLINGTON STANDARDS AND SPECIFICATIONS. CHANGES TO THE DESIGN REQUIRE APPROVAL OF THE HORIZ HORIZONTAL SD STORM DRAIN BE OBTAINED BY THE CONTRACTOR. ENGINEER. RIVER ROCK DOCUMENT HISTORY BFP BACK FLOW PREVENTER HB HOSE BIB ST STREET 4. PRIOR TO CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL ATTEND A PRECONSTRUCTION 2. MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY REV DATE DESCRIPTION BL BASE LINE SURF SURFACE CONFERENCE WITH THE CITY. THE CONTRACTOR SHALL SCHEDULE THE PRECONSTRUCTION THE DESIGN ENGINEER PRIOR TO DELIVERY TO THE JOB SITE. MATERIAL SUBMITTALS ARE REQUIRED AND CURB CONFERENCE BY CALLING (360) 403-3500. PRIOR TO SCHEDULING, THE CONTRACTOR MUST SUBMIT AND 1 5/30/2019 CONSTRUCTION REVIEW BRG BEARING ID INSIDE DIAMETER SYM SYMBOL MUST BE APPROVED PRIOR TO SCHEDULING A PRE-CONSTRUCTION CONFERENCE. RECEIVE APPROVAL FOR THE TRAFFIC CONTROL PLAN, CITY PERMITS, TEMPORARY EROSION AND BM BENCH MARK INFO INFORMATION SYS SYSTEM SEDIMENT CONTROL PLAN, PERFORMANCE BOND, COPY OF OTHER AGENCY PERMITS, A COPY OF THE 3. WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE CLASS 52. F FIRE WATER LINE CONTRACTORâ€™S LICENSE, AND PROOF OF INSURANCE COVERAGE. BIT BITUMINUOUS IN INCH 4. SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO INSTALLATION. BLK BLOCK INV INVERT TAN TANGENT 5. THE CONTRACTOR SHALL KEEP A COPY OF PROJECT PERMITS AND APPROVED PLANS ON THE JOB SITE DOMESTIC WATER LINE W BO BLOW OFF TEL TELEPHONE WHEN CONSTRUCTION IS IN PROGRESS. APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO 5. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED COMMENCEMENT OF CONSTRUCTION. BY OSHA AND WISHA. BOT BOTTOM JT JOINT TEMP TEMPORARY GATE VALVE BLVD BOULEVARD JB JUNCTION BOX TB TEST BORING, TOP OF BANK 6. SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. DEVIATION FROM THE 6. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE WHEREVER POSSIBLE. THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE DESIGN ENGINEER, AND DEPTH OF COVER SHALL BE TYPICALLY 36 INCHES (3 FEET), AND MAY BE UP TO 60 INCHES (5 FEET) WITH D BLDG BUILDING THK THICK OTHER APPROPRIATE PUBLIC AGENCIES. THE APPROVAL OF THE CITY ENGINEER. WATER MAINS UNDER THE STATE (OR COUNTY) HIGHWAYS SHALL FIRE HYDRANT BE BURIED ELECTRIC KSC KENNEDY SPACE CENTER THRU THROUGH MEET THE MINIMUM COVER DEPTHS REQUIRED BY WSDOT (OR SNOHOMISH COUNTY). 7. EXISTING SITE CONDITIONS SHOWN ARE BASED ON A TOPOGRAPHIC SURVEY PROVIDED BY CASCADE BT BURIED TELEPHONE TYP TYPICAL SURVEYING & ENGINEERING, INC. (DATED JULY 17, 2018), AS WELL AS SITE OBSERVATIONS AND OTHER 7. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERâ€™S RECOMMENDED SOURCES. THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE INFORMATION SHOWN ON THE SURVEY FIRE DEPARTMENT CONNECTION LAT LATITUDE MAXIMUM DEFLECTIONS. BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN ENGINEERS' EASEMENTS OR PUBLIC RIGHT-OF-WAY. CB CATCH BASIN L LENGTH UGE UNDERGROUND ELECTRICAL ATTENTION IMMEDIATELY UPON DISCOVERY. CL CENTERLINE LF LINEAR FEET UTIL UTILITY 8. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK, CURBS, GUTTERS, OR ANY PERMANENT SANITARY SEWER W/CLEANOUT SS 8. THE CONTRACTOR SHALL LOCATE AND PROTECT CASTINGS AND UTILITIES DURING CONSTRUCTION AND STRUCTURES. CLF CHAIN LINK FENCE LONG LONGITUDE SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE (1-800-424-5555 OR 811) AT LEAST 48 CV CHECK VALVE VERT VERTICAL HOURS PRIOR TO CONSTRUCTION. 9. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE AND PURITY TESTS, AND HAS BEEN APPROVED AND ACCEPTED BY THE CITY. SANITARY SEWER LINE SS CHD CHORD VOL VOLUME 9. INSPECTION AND ACCEPTANCE OF WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF MAINT MAINTENANCE COA CITY OF ARLINGTON ARLINGTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE 10. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM, CONTRACTOR SHALL FIELD VERIFY THE MH MANHOLE APPROPRIATE INSPECTIONS, ALLOWING PROPER ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE LOCATION, DEPTH AND MATERIAL OF EXISTING WATER MAINS AT THE POINT OF CONNECTION. SANITARY SEWER MANHOLE S CO CLEANOUT, CHANGE ORDER W WATER, WEST REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED MFR MANUFACTURER COL COLUMN WM WATER METER WITHOUT INSPECTION. 11. WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN MATL MATERIAL WATER LINES CROSS SEWER LINES, THE MINIMUM VERTICAL CLEARANCE SHALL BE 18 INCHES. NATURAL GAS LINE C3PF COMMERCIAL CREW & CARGO PROCESSING FACILITY W/ WITH 10. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING GAS MAX MAXIMUM CONC CONCRETE WITH A SWEEPING AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WILL NOT BE ALLOWED 12. TO FILL THE MAIN FOR FLUSHING, PRESSURE AND PURITY TESTS, THE CONTRACTOR IS REQUIRED TO USE W/O WITHOUT MHWL MEAN HIGH WATER LEVEL WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. AN APPROVED METER AND DCVA. THE HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT CBS CONCRETE BLOCK AND STUCCO BACK-SIPHONAGE THROUGH THE DRAIN HOLE. AFTER SUCCESSFUL TESTING, THE CONTRACTOR WILL TIE CHAIN LINK FENCE MLWL MEAN LOW WATER LEVEL CONN CONNECTION 11. THE CONTRACTOR SHALL MAINTAIN TWO (2) SETS OF â€œAS-BUILTâ€ PLANS SHOWING ALL FIELD CHANGES AND INTO THE EXISTING SYSTEM, USING DISINFECTED SLEEVES AND SPOOL PIECES. MECH MECHANICAL MODIFICATIONS. IMMEDIATELY AFTER CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL DELIVER CONST CONSTRUCTION MJxMJ MECHANICAL JOINT BY MECHANICAL JOINT BOTH COPIES OF RED-LINED PLANS TO THE CITY. THE CITY WILL FORWARD ONE OF THE COPIES TO THE 13. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION. ONLY AUTHORIZED SIGN CJ CONSTRUCTION JOINT DESIGN ENGINEER. REPRESENTATIVES OF THE CITY CAN OPERATE VALVES IN THE CITY WATER SYSTEM. MJxPE MECHANICAL JOINT BY PLAIN END CONT CONTINUOUS 12. WORK SHALL BE PERFORMED IN A SAFE MANNER. SAFETY RULES AS STATED IN THE GUIDELINES OF 14. THE CONTRACTOR IS HEREBY NOTIFIED THAT, SINCE FILLING AND FLUSHING WILL BE DONE THROUGH A BOLLARD MIN MINIMUM CONTR CONTRACTOR O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR INJURIES OF CROSS-CONNECTION CONTROL DEVICE, LOW VELOCITY FLOWS MAY BE ENCOUNTERED. THEREFORE, MISC MISCELLANEOUS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR INJURIES OF PERSONS DURING THE COURSE EVERY ATTEMPT SHALL BE MADE TO KEEP THE PIPE CLEAN DURING INSTALLATION. THIS MAY INCLUDE COORD COORDINATE OF THIS PROJECT. GAS METER SWABBING THE PIPE WITH CHLORINATED WATER. MPPU MINI PORTABLE PURGE UNIT CAP CORRUGATED ALUMINUM PIPE C MEG MATCH EXISTING GRADE 13. WORK AND MATERIALS SHALL BE IN COMPLETE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS 15. CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS OF THE RIGHT-OF-WAY *SEE LANDSCAPING PLAN FOR ACTUAL PLANTINGS AND GROUND COVER CMP CORRUGATED METAL PIPE CONSISTING OF THESE DRAWINGS AND SEPARATELY BOUND TECHNICAL SPECIFICATIONS. WORK SHALL PERMIT OF THE CITY OR OTHER APPLICABLE AGENCY. MES MITERED END SECTION CU FT CUBIC FEET BE IN COMPLETE ACCORDANCE WITH APPLICABLE CITY, COUNTY, STATE OR FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR REGISTRATION 16. IN-LINE PIPE JOINTS SHALL BE RESTRAINED WITH FIELD LOCK GASKETS. CFM CUBIC FEET PER MINUTE REQUIREMENTS OF GOVERNING AUTHORITIES. N NORTH CFS CUBIC FEET PER SECOND 17. FITTINGS SHALL BE RESTRAINED JOINTS AND HAVE THRUST BLOCKING. N/A NOT APPLICABLE DESCRIPTION EXISTING CU IN CUBIC INCH NIC NOT IN CONTRACT SANITARY SEWER NOTES: 18. CONTRACTOR SHALL EXCAVATE TO CONFIRM EXISTING WATER MAIN SIZES PRIOR TO ORDERING WATER CY CUBIC YARD MAIN TEES. NTS NOT TO SCALE CDJ CONSTRUCTION DOWELED JOINT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY AUTHORITIES AND VERIFYING 19. CONTRACTOR SHALL PROVIDE SITE SIGNAGE FOR FDC. CONTRACTOR SHALL COORDINATE LOCATION WITH BUILDING OR STRUCTURE NO NUMBER LOCATIONS/ELEVATIONS OF THEIR FACILITIES PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR BUILDING OFFICIAL. DEPT DEPARTMENT SHALL USE SPECIAL CARE IN WORKING AROUND AND NEAR EXISTING UTILITIES THAT ARE ENCOUNTERED DET DETAIL DURING CONSTRUCTION, PROTECTING THEM WHERE NECESSARY SO THAT THEY WILL GIVE CONCRETE PAVEMENT OC ON CENTER UNINTERRUPTED SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNERS FOR DAMAGES TO DIAG DIAGONAL SAID UTILITIES. OPNG OPENING DIA DIAMETER LANDSCAPE ORIG ORIGINAL 2. MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND THE DIM DIMENSION MATERIAL SUBMITTALS SHALL BE APPROVED BY THE ENGINEER BEFORE SCHEDULING THE OD OUTSIDE DIAMETER DIV DIVISION PRECONSTRUCTION CONFERENCE AND BEFORE THE MATERIALS ARE DELIVERED TO THE JOB SITE. ONCE OH OVERHEAD THE MATERIALS ARE DELIVERED TO THE JOB SITE THE CITY INSPECTOR WILL DETERMINE IF THE DOMESTIC WATER LINE W DJ DOWELED JOINT MATERIALS WERE MANUFACTURED TO MEET THE REQUIREMENTS OF THE CITY OF ARLINGTON DS DOWNSPOUT STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. PS PARKING SPACE SANITARY SEWER LINE SS NEW WAREHOUSE FACILITY DWG DRAWING 3. SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A PVMT PAVEMENT 5915 192ND ST NE A, ARLINGTON, WA, 98233 DIP DUCTILE IRON PIPE SURVEYOR PRIOR TO CONSTRUCTION. THE CONSTUCTION STAKES MUST SHOW THE STATION AND OFFSET PERF PERFORATED TO THE ALIGNMENT. SANITARY SEWER MANHOLE S GLOBAL MACHINE WORKS, INC. PERP PERPENDICULAR EA EACH 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE PExPE PLAIN END BY PLAIN END OF A TAP OR CONNECTION TO AN EXISTING SANITARY SEWER MAIN. THE CITY INSPECTOR SHALL BE UNDERGROUND POWER LINE UGP E EAST PRESENT AT THE TIME OF THE TAP OR CONNECTION. PNT POINT B ELEC ELECTRIC POC POINT OF CONNECTION ARRY MCL 5. GRAVITY SEWERS, INCLUDING SIDE SEWERS, WITH 5 TO 14 FEET OF COVER SHALL BE PVC ASTM D 3034 OVERHEAD POWER LINE OHP WASH E H OF IN N ELEV ELEVATION PC POINT OF CURVATURE SDR 35. GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 FEET OF COVER SHALL BE T G O TE T N R O ERCP ELLIPTICAL REINFORCED CONCRETE PIPE DUCTILE IRON PIPE CLASS 52, OR C-900 PVC. IF DUCTILE IRON PIPE IS USED FOR SEWER, THE PIPE A N PI POINT OF INTERSECTION CHAIN LINK FENCE E T INTERIOR SHALL BE EPOXY COATED (NOT CEMENT-LINED). S J B ENGR ENGINEER PRC POINT OF REVERSE CURVE O R 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C478. JOINTS SHALL BE RUBBER SIGN R ENT ENTRANCE PT POINT OF TANGENCY P R GASKETED AND GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY OF ARLINGTON R R 48560 E EQUIP EQUIPMENT O E D E PVI POINT OF VERTICAL INTERSECTION STANDARDS AND SPECIFICATIONS. ALL LIFT HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE F GISTERE IN GROUTED FROM THE INSIDE AND OUTSIDE OF THE MANHOLE TO BE WATERTIGHT. ADDITIONAL BOLLARD ESS NG EXIST EXISTING PVC POLYVINYL CHLORIDE PIPE IONAL E WATERPROOFING MAY BE REQUIRED. EJ EXPANSION JOINT PIV POST INDICATOR VALVE 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS. SIDE SEWER FIRE HYDRANT PSF POUNDS PER SQUARE FOOT CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAIN OR A TEE FROM A NEW MAIN CONNECTED FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PSI POUNDS PER SQUARE INCH ABOVE THE SPRING LINE OF THE PIPE. WYES ARE NOT ALLOWED ON LINES 8â€ OR LARGER. SIDE SEWERS ARCH/ENGR OF RECORD CAN NOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. PROPANE TANK ROBERT H. MCLENON JR. FOC FACE OF CURB P POWER FT FEET PP POWER POLE 8. SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24â€ â€“ 48â€ UNDER THE PROPOSED WA PE 48560 FINISHED SUBGRADE, OR AS DIRECTED BY THE CITY INSPECTOR. THE MARKER SHALL BE PLASTIC, WATER METER FPS FEET PER SECOND PL PROPERTY LINE NON-BIODEGRADABLE, METAL CORE, AND DETECTABLE, WITH BACKING MARKED â€œSEWERâ€. DESIGNED BY LUNA FF FINISH FLOOR R RADIUS 9. SIDE SEWERS SHALL BE INSTALLED BY THE CONTRACTOR AND COORDINATED FOR CLEARANCE WITH TELEPHONE PEDESTAL FDC FIRE DEPARTMENT CONNECTION RED REDUCER POWER, GAS, TELEPHONE, CABLE, AND OTHER UTILITIES. SIDE SEWERS SHALL BE A MINIMUM OF 10 FEET DRAWN BY BEYOND PROPERTY LINES AND 5â€™ BEYOND ANY EASEMENT. LUNA FHA FIRE HYDRANT ASSEMBLY REF REFERENCE WATER VALVE FW FIRE PROTECTION WATER REINF REINFORCED 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF CONNECTION ON PROJECT NUMBER FLxFL FLANGED JOINT BY FLANGED JOINT THE EXISTING SEWER OR FROM A DESIGNATED STARTING POINT. THE SEWER PIPE SHALL BE INSTALLED C07568.001/C001 GEN NOTES LEGEND ABBRV.DWG RCP REINFORCED CONCRETE PIPE WITH THE BELL END UPSTREAM. FLxPE FLANGED JOINT BY PLAIN END TREE REQ'D REQUIRED DATE 11. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED FLR FLOOR A REV REVISED, REVISION BY OSHA AND WISHA. 12/14/18 FL FLOW LINE RPM REVOLUTIONS PER MINUTE EDGE OF PAVEMENT TITLE 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITYâ€™S EXISTING SEWER SYSTEM, THE FTG FOOTING ROW RIGHT OF WAY CONTRACTOR SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY GENERAL NOTES, FM FORCE MAIN RD ROAD INSPECTOR. THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. FDN FOUNDATION RT RIGHT CONSTRUCTION DRAWING APPROVAL LEGEND AND FUT FUTURE THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. ABBREVIATIONS BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C001GEN NOTES LEGEND ABBRV.DWG5/31/2019 8:14 AM C-001 1 2 3 4 5 6 N: 430015.9459 E: 1318835.6171 CIVIL NOTES: 1. PAVEMENT MARKINGS SHALL COMPLY WITH THE SPECIFICATIONS FOR LOW N89Â°42'11"E - 245.01' N89Â°23'51"E - 64.56' 1-1 2-4 2-1 VOLATILE ORGANIC COMPOUND SOLVENT-BASED PAINT PER WSDOT 9.34. 2-1 9' TYP. TYP. 19' TYP. TYP. 10.66' VARIES TYP. CIVIL KEYNOTES: www.brph.com Copyright Â© 2018 4-6 1-1 PROPERTY BOUNDARY. 7 6 R 25' 9' 6 7 Architects Engineers, Inc. R 5' TYP. R 5' 1-2 EXISTING CONCRETE PAD TO REMAIN. 19020 33rd Ave. W. | Suite 530 40' UTILITY EASEMENT Lynnwood | Washington | 98036 1-3 EXISTING FENCING TO REMAIN. 425-921-3500 E 4-1 TYP. 1-4 EXISTING TREES TO REMAIN. SEE TREE PROTECTION DETAIL ON SHEET C-504. Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston 2-7 4-4 24' 1-5 OVERHEAD DOORS. Board of Architecture License No. 603235512 1-6 REALIGN CORNER OF FENCE TO NOT CONFLICT WITH DRIVEWAY LIMITS. Board of Professional Engineers License No.3137 4-3 These plans are protected by Federal Copyright 2-1 PROVIDE EXTRUDED CEMENT CONCRETE CURB PER COA STANDARD DETAIL R-200. R 35' 55' protection. Unauthorized use may result in an TYP. N: 429941.8808 infringement action. R 30' 12' 2-2 PROVIDE CONCRETE PAVEMENT. SEE CONCRETE PAVEMENT DETAIL ON SHEET E: 1319035.0964 C-503. PROVIDE JOINTING PER JOINTING PLAN DETAIL ON SHEET C-505. 1-2 N: 429941.8808 5-1 2-3 PROVIDE MEDIUM DUTY ASPHALT PAVEMENT. SEE MEDIUM DUTY ASPHALT ISSUE FOR PERMIT E: 1318885.0964 5-1 33' 2-2 PAVEMENT DETAIL ON SHEET C-503. TYP. R 45' TYP. DOCUMENT HISTORY 2-4 PROVIDE WHEEL STOP. SEE SEE WHEEL STOP DETAIL ON SHEET C-503. REV DATE DESCRIPTION 1-5 2-1 2-5 PROVIDE CONCRETE SIDEWALK. SEE TYPICAL SIDEWALK DETAIL ON SHEET C-505. 1 5/30/2019 CONSTRUCTION REVIEW TYP. N: 429920.1578 5-2 2-7 PROVIDE HEAVY DUTY ASPHALTIC PAVEMENT. SEE HEAVY DUTY ASPHALT E: 1318834.8591 PAVEMENT DETAIL ON SHEET C-503. 19' 5-1 3-1 PROVIDE PUBLIC TRAIL PER COA STANDARDS. SEE FRONTAGE IMPROVEMENTS 3 7' DETAIL ON SHEET C-504. 5' 4-2 4-1 PROVIDE 4" WIDE WHITE PAINTED STRIPE. 24' D 2-4 4-2 PROVIDE PEDESTRIAN WALKWAY PAVEMENT MARKINGS. 4" WHITE STRIPES AT 45Â° TYP. ANGLES SPACED 18" APART. 4 1-3 4-3 PROVIDE LOADING / UNLOADING AREA PAVEMENT MARKINGS. 6" WHITE STRIPES AT 45Â° ANGLES SPACED 2' APART. 9' TYP. 3 4-4 PROVIDE WHITE PAINTED STOP LINE PER WSDOT STANDARD PLAN M-24.60-04. 2-1 4-5 PROVIDE ACCESSIBLE PARKING STALLS PER WSDOT STANDARD PLAN M-17.10-02 FOR TWO ACCESSIBLE STALLS (90Â° PARKING STALL ARRANGEMENT). 4-6 PROVIDE STOP SIGN. SEE TYPICAL STOP SIGN DETAIL ON SHEET C-505. 19' 24' 4' 20' 4-7 PROVIDE WHITE PAINTED TYPE 1S TRAFFIC ARROW PER WSDOT STANDARD PLAN 4' TYP. MANUFACTURING WAREHOUSE M-24-40-02. 65.1' 25.41' TYP 30,000 SQFT 2-3 5-1 PROVIDE CONCRETE FILLED BOLLARDS. SEE CONCRETE FILLED BOLLARD DETAIL ON SHEET C-504. 19.02' EXISTING BUILDING 5 VARIES 3.5' TO REMAIN 5-2 PROVIDE CMU WALL DUMPSTER ENCLOSURE. SEE DUMPSTER ENCLOSURE DETAIL 4-2 ON SHEET C-504. 24' SITE DATA: 2' TYP TAX PARCEL NO.: 31051500401200 SITE ADDRESS: 5915 192ND STREET NE A N0Â°16'11"E - 329.13' 2-2 CITY/STATE: ARLINGTON, WA 98233 C R/W LINE 18' COA ZONING: GI (GENERAL INDUSTRIAL) 2-2 100' TOTAL SITE AREA: 2.32 AC (101,164 SF) FEMA FLOOD ZONE: ZONE X 2-1 22' N0Â°16'18"E - 325.29' REQ'D BUILDING SETBACK (ARTERIAL ROADS): 25 FEET REQ'D BUILDING SETBACK (INTERIOR LOT): 5 FEET 59TH AVENUE MAXIMUM BUILDING HEIGHT: 50 FEET MAXIMUM LOT COVERAGE: 100% EXISTING SITE 4-7 TOTAL BUILDING AREA: 31,516 SF (21,316 SF TO BE DEMOLISHED) 37' 4-1 TYP. TOTAL PAVED AREA: 6,155 SF TOTAL GRAVEL AREA: 44,162 SF TYP. TOTAL IMPERVIOUS AREA: 81,833 SF 6 TOTAL PERVIOUS AREA: 19,331 SF LOT COVERAGE: 31% N: 429741.8808 19' PROPOSED SITE 5' E: 1319035.0964 5' NEW WAREHOUSE FACILITY TOTAL BUILDING AREA: 40,476 SF 8' TOTAL ONSITE PAVED AREA: 34,454 SF 5915 192ND ST NE A, ARLINGTON, WA, 98233 N: 429741.8808 E: 1318885.0964 6.5' TOTAL IMPERVIOUS AREA: 74,930 SF GLOBAL MACHINE WORKS, INC. 16.5' 6' 8' TOTAL OFFSITE IMPERVIOUS AREA: 14,195 SF 4' TOTAL PERVIOUS AREA ONSITE: 26,237 SF 2-5 8' RY MC B 68' 26' TOTAL PERVIOUS AREA OFFSITE: 12,553 SF AR WA LE N: 429725.3808 LOT COVERAGE: 40% T H OF SHING NO N: 429725.3808 4-5 R TE TO N 60.32' E: 1318979.0964 R 5' E TA N E: 1318953.0964 PARKING PROVIDED (POV): 45 B S J R PARKING PROVIDED (ADA): 2 O R EXISTING P R R E PUD VAULT O R 48560 D E E TBM 134-36-1 F G E N IST R I 24' LEGAL DESCRIPTION: E E G N. BOLT TOP FLANGE SS N I E ON ELEV.=143.88 1-4 AL TYP. 4-6 THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF 4-4 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM MORE PARTICULARLY DESCRIBED AS FOLLOWS: ARCH/ENGR OF RECORD N89Â°23'58"E - 309.59' ROBERT H. MCLENON JR. COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION TYP. 4-4 R 35' 8' 4-4 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM; THENCE NORTH 4Â° 00' 06" WEST ALONG WA PE 48560 R 13' 4-6 THE WEST LINE OF SAID SUBDIVISION A DISTANCE OF 1380.59 FEET; THENCE NORTH 85Â° R 25' 07' 34" EAST A DISTANCE OF 5.00 FEET TO THE POINT OF INTERSECTION OF THE NORTH DESIGNED BY TYP. 10' TYP. 2' TYP BOUNDARY OF 192ND STREET NORTHEAST, A 70 FOOT WIDE ROAD, AND THE EAST LUNA 3-1 BOUNDARY 59TH AVENUE NORTHEAST, A 65 FOOT WIDE ROAD AND THE TRUE POINT OF BEGINNING; THENCE CONTINUE NORTH 85Â° 07' 34" EAST ALONG THE NORTH MARGIN OF DRAWN BY LUNA N: 429663.8815 N: 429664.2585 N: 429664.2072 N: 429663.8694 192ND STREET NORTHEAST A DISTANCE OF 309.59 FEET; THENCE NORTH 4Â° 00' 06" WEST E: 1319032.1178 E: 1319107.2540 E: 1319142.9005 E: 1319239.6286 A DISTANCE OF 325.28 FEET; THENCE SOUTH 85Â° 07' 34" WEST A DISTANCE OF 64.55 FEET; PROJECT NUMBER THENCE SOUTH 86Â° 01' 32" WEST A DISTANCE OF 245.01 FEET TO THE EAST MARGIN OF C07568.001/C121 SITE PLAN.DWG 69.98' 59TH AVENUE NORTHEAST; THENCE SOUTH 4Â° 00' 06" EAST ALONG SAID EAST MARGIN A DISTANCE OF 329.13 FEET TO THE TRUE POINT OF BEGINNING. DATE A SUBJECT TO AND TOGETHER WITH ALL EASEMENTS, COVENANTS, CONDITIONS, 12/14/18 192ND STREET RESERVATIONS, AND RESTRICTIONS OF RECORD, IF ANY. TITLE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SITE PLAN CONSTRUCTION DRAWING APPROVAL SOURCE: CASCADE SURVEYING & ENGINEERING, INC. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. 0 10' 20' 40' 60' R/W LINE BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. SITE PLAN SCALE: 1" = 20' DATE:________________________________________ N THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C121 SITE PLAN.DWG 6/3/2019 12:15 PM 1"=20' C-121 1 2 3 4 5 6 CIVIL KEYNOTES: 2-1 PROVIDE 5" STORZ FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET C-501. 2-3 PROVIDE VALVE AND BOX PER COA STANDARD DETAIL W-190. 2-5 PROVIDE 2" HDPE, DOMESTIC WATER. www.brph.com Copyright Â© 2018 2-6 20' FIRELINE UTILITY EASEMENT. Architects Engineers, Inc. 2-7 NOT USED. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 REMOVE EXISTING 2-8 CONNECT TO EXISTING 1 1/2" WATER METER. 425-921-3500 E METER & CAP LINE 2-9 PROVIDE 10" x 10" x 6" STEEL FABRICATED EPOXY COATED WET TAPPING SLEEVE Offices in Melbourne, Orlando, Atlanta, PER COA STANDARD DETAIL W-200. Boca Raton, Lynnwood, and Charleston 2-10 PROVIDE 6" RESILIENT SEATED GATE VALVE AND VALVE BOX WITH A CONCRETE Board of Architecture License No. 603235512 PAD PER COA STANDARD DETAIL W-190 AND W-220.. Board of Professional Engineers License No.3137 28' These plans are protected by Federal Copyright 2-11 PROVIDE 10" x 6" REDUCER. protection. Unauthorized use may result in an infringement action. 2-12 FIRE RISER PER DETAIL ON SHEET C-501. SEE FIRE PROTECTION DRAWINGS FOR CONTINUATION. 27' 2-13 PROVIDE DOMESTIC WATER LINE TO 12" ABOVE FINISHED FLOOR ELEVATION. SEE ISSUE FOR PERMIT PLUMBING FOR CONTINUATION. DOCUMENT HISTORY 3-1 CONNECT TO EXISTING SANITARY SEWER MONITORING WELL, INVERT 134.13. REV DATE DESCRIPTION 3-2 PROVIDE SEWER CLEANOUT PER COA STANDARD DETAIL SS-080 FOR UNPAVED 1 5/30/2019 CONSTRUCTION REVIEW AREAS. 3-3 PROVIDE 6" SIDE SEWER STUB PER COA STANDARD DETAIL SS-090. CONNECT TO EXISTING 10" PVC SEWER MAIN USING A ROMAC STYLE CB TAPPING SADDLE PER COA DETAIL SS-100. 3-4 SEE PLUMBING DRAWINGS FOR CONTINUATION. 3-5 20' SANITARY SEWER UTILITY EASEMENT. D 4-1 2-LB NATURAL GAS LINE. TO BE FURNISHED BY CASCADE NATURAL GAS. 4-2 GAS METER. TO BE FURNISHED BY CASCADE NATURAL GAS. 8" PVC SANITARY SEWER - GRAVITY 8" DI WATER R/W LINE C 59TH AVENUE 2-1 2-10 26 LF 6" DIP 2-12 23 LF 6" DIP FW 2-9 2-13 2-6 3-4 INV. 135.17 NEW WAREHOUSE FACILITY 10" DI WATER 5915 192ND ST NE A, ARLINGTON, WA, 98233 4-2 GLOBAL MACHINE WORKS, INC. 2" HDPE DW 10 LF 6" PVC @ 2.00% SS-1 CO B 3-2 N: 429726.8808 ARRY MCL E: 1318900.7842 WA E 4-1 RIM: 137.34 T H OF SHING NO R TE TO N N INV: 134.97 E TA N S INV: 134.91 B S JR O R P R R E R 48560 E O E D F G E N IST R I E E G S N 46 LF 6" PVC @ 1.68% S E I ON 2-8 3-1 AL 3-5 INV. 134.13 ARCH/ENGR OF RECORD S ROBERT H. MCLENON JR. WA PE 48560 10" PVC SANITARY SEWER - GRAVITY DESIGNED BY LUNA DRAWN BY 8" DI SANITARY SEWER - FORCE LUNA CONSTRUCTION DRAWING APPROVAL PROJECT NUMBER THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE C07568.001/C161 UTILITY PLAN.DWG CONDITIONS ON THE TITLE SHEET. DATE BY:__________________________________________ A 192ND STREET CITY ENGINEER. CITY OF ARLINGTON 12/14/18 TITLE DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS UTILITY PLAN 10" DI WATER 0 10' 20' 40' 60' R/W LINE SCALE: 1" = 20' UTILITY PLAN DRAWING NO. N 1"=20' P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C161 UTILITY PLAN.DWG 6/3/2019 12:25 PM C-161 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 HORIZONTAL CLEARANCES Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 425-921-3500 E CABLE 5' Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston GAS 5' Board of Architecture License No. 603235512 POWER 5' Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright STORM DRAIN 5' protection. Unauthorized use may result in an infringement action. TELEPHONE, FIBER OPTIC 5' ISSUE FOR PERMIT WATER 10' DOCUMENT HISTORY REV DATE DESCRIPTION VERTICAL CLEARANCES 1 5/30/2019 CONSTRUCTION REVIEW CABLE 1' GAS 1' POWER 1' D STORM DRAIN 0.5' TELEPHONE, FIBER OPTIC 1' WATER 1.5' WATER MAIN CLEARANCES COORDINATE DISTANCE WAFER CHECK VALVE WITH BUILDING CONTRACTOR THREADED NIPPLE 5" STORZ CONNECTION SEE FIRE PROTECTION 30 DEGREE FIXED (NON-SWIVEL) C FOR CONTINUATION W/ CAP SECURED W/ CHAIN MODEL 6628 (6") OR EQUAL DI OR STEEL PIPE BUILDING EXTERIOR WALL SLEEVE SEAL 5' MIN. WATERTIGHT 12" FLOOR GRADE 36" TO 42" AMES SERIES IBR STAINLESS STABILIZE PIPE WITH STEEL IN-BUILDING RISER 2' X 2' X 6" CONC. PAD (SEE PLAN FOR PIPE STRUCTURAL DIAMETER) FINISHED GRADE FOOTING 2' BITUMINOUS COATING APPLIED TO GALVANIZED NEW WAREHOUSE FACILITY 3 OPTIONAL: 5915 192ND ST NE A, ARLINGTON, WA, 98233 MINIMUM 4" (HOT DIP) GALV. 2' GLOBAL MACHINE WORKS, INC. 3'-0" RODS WITH BITUMINOUS COATING 2' 1/2 ECOLOGY BLOCK 1925# BELOWFINISHEDGRADE MIN. IN LIEU OF THRUST ON BOLTS AND NUTS. 12" MIN. BLOCK. NOTE: ECOLOGY BLOCK MUST BE PLACED AGAINST UNDISTURBED B 2' OPTIONAL: EARTH. DO NOT OVER RY MCL 1/2 ECOLOGY BLOCK 1925# AR E EXCAVATE. H OF WASHIN N MIN. IN LIEU OF THRUST T G O TE T N BLOCK. NOTE: ECOLOGY R O TO SYSTEM FIELD LOK GASKETS / MEGALUG A N E T BLOCK MUST BE PLACED REQUIRED ON ALL JOINTS FROM VALVE S J THRUST BLOCKING B AGAINST UNDISTURBED TO 90Â° BEND O R INTERGRAL COUPLER SEE COA STANDARD EARTH. DO NOT OVER R SEE COA STANDARD DETAIL W-220 FOR DETAIL W-160 P R EXCAVATE. R E CONTINUATION O R 48560 D E F EG E N DEADMAN THRUST BLOCKING E ISTER I RESTRAINT SS NG SEE COA STANDARD IONAL E DETAIL W-160 NOTE: BUILDING WALL AND FOUNDATION ARE SHOWN SCHEMATICALLY. SEE STRUCTURAL FOR TAPPING SLEEVE, SEE ABOVE. SPRING LOADED BALL MECHANISM TO BE ACTUAL CONFIGURATION. LOCATED ON THE BOTTOM OF PIPE OR 90Â° BEND @ LOWEST POINT. PROVIDE CLEAN GRAVEL WRAPPED IN FILTER ARCH/ENGR OF RECORD FABRIC (FX55, OR EQUAL) FIRE RISER ROBERT H. MCLENON JR. WA PE 48560 FIRE DEPARTMENT CONNECTION DESIGNED BY LUNA DRAWN BY LUNA PROJECT NUMBER C07568.001/C-501 UTILITY DETAILS DATE A 12/14/18 TITLE UTILITY DETAILS CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501DETAILS.DWG5/31/2019 8:15 AM C-501 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. ISSUE FOR PERMIT DOCUMENT HISTORY REV DATE DESCRIPTION 1 5/30/2019 CONSTRUCTION REVIEW D HORIZONTAL CLEARANCES CABLE 5' C GAS 5' POWER 10' STORM DRAIN 5' TELEPHONE, FIBER OPTIC 10' WATER 10' VERTICAL CLEARANCES CABLE 1' NEW WAREHOUSE FACILITY GAS 1' 5915 192ND ST NE A, ARLINGTON, WA, 98233GLOBAL MACHINE WORKS, INC. POWER 1' STORM DRAIN 1' B ARRY MCL E H OF WASHIN NO T E GT T O N TELEPHONE, FIBER OPTIC 1' R A N E T S J B O R R WATER 1.5' P R R E O R 48560 D E F EG E N E ISTER I SS NG IONAL E SANITARY SEWER CLEARANCES ARCH/ENGR OF RECORD ROBERT H. MCLENON JR. WA PE 48560 DESIGNED BY LUNA DRAWN BY LUNA PROJECT NUMBER C07568.001/C-502 UTILITY DETAILS DATE A 12/14/18 TITLE UTILITY DETAILS CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501DETAILS.DWG5/31/2019 8:15 AM C-502 1 2 3 4 5 6 1/4"X1/4" CHAMFERED EDGE, TYP. 3/8"Â±1/16" 3/4"Â±1/4" 1/4"x 1/4" CHAMFERED EDGE, TYP JOINT SEALING FILLER PAVEMENT SURFACE BACKER ROD MATERIAL JOINT SEALING FILLER www.brph.com Copyright Â© 2018 1/8"Â±1/16" PAVEMENT SURFACE Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 1/4T Lynnwood | Washington | 98036 SAWED JOINT FACE T VARIES 1/8" T/4 425-921-3500 E (SEE PLANS) 4" HOT MIX ASPHALT SURFACE COURSE Offices in Melbourne, Orlando, Atlanta, T CONFORMING TO WSDOT STANDARD SPECIFICATION Boca Raton, Lynnwood, and Charleston SECTION 5-04. (2) LIFTS AT 2" EACH. 1 1/8" MIN. 7/8" BACKER ROD MATERIAL 1/8" TO 1/4" SAWCUT Board of Architecture License No. 603235512 3/8" Board of Professional Engineers License No.3137 8" CRUSHED SURFACING BASE COURSE PER SECTION 1 1/8" 9-03.9(3) WSDOT. These plans are protected by Federal Copyright LOCATION OF CONTRACTION protection. Unauthorized use may result in an JOINT PER APPROVED JOINT infringement action. LAYOUT 12" COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM DRY DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). 3/4" PREMOLDED JOINT FILLER ISSUE FOR PERMIT DOCUMENT HISTORY EXPANSION JOINT (EJ) CONTRACTION JOINT (CJ) REV DATE DESCRIPTION HEAVY DUTY ASPHALT PAVEMENT SECTION 1 5/30/2019 CONSTRUCTION REVIEW D 3/8"Â±1/16" 6' 1/4"X1/4" CHAMFERED EDGE, TYP. 2" MIN 12"Â± 3" MAX JOINT SEALING 1/4"Â±1/16" PAVEMENT SURFACE 1/4T SAWED JOINT FACE NO 4 BARS 18" LONG 4" MIN (2 PER GUARD) 1/2" BACKER ROD MATERIAL T/2 3" MIN COVERAGE 3" HOT MIX ASPHALT CLASS 1/2 " SURFACE COURSE. 5" MAX 1 1/8" MIN. T VARIES (2) LIFTS AT 1.5" EACH. 2" MIN3" MAX (SEE PLANS) 3/8" R=2" RUBBED OR CAST 3" MIN 6" CRUSHED SURFACING BASE COURSE PER SECTION C 5" MIN6" MAX 3/4"Ã˜ x 18" SMOOTH DOWEL COVERAGE 9-03.9(3) WSDOT. GREASE ONE END OF DOWEL @ 12" CTR GREASE ONE END 1/4" PITCH OPTIONAL (DRILL AND EPOXY FOR EXISTING 12" COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM 8" MIN CONCRETE) DRY DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). 9" MAX 5/8" OR 3/4" HOLES SECOND POUR FIRST POUR OR EXISTING 2" MIN3" MAX CONCRETE WHEEL STOP DOWELED CONSTRUCTION JOINT (DJ) MEDIUM DUTY ASPHALT PAVEMENT SECTION WHEEL STOP NEW WAREHOUSE FACILITY 5915 192ND ST NE A, ARLINGTON, WA, 98233GLOBAL MACHINE WORKS, INC. 1/4"X1/4" CHAMFERED EDGE, TYP. NON-REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT. B MIN 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS RY MC AR LE 1/2" Â±1/4" H OF WASHIN N G O T E T T O N R CRUSHED SURFACING BASE COURSE PER SECTION 9-03.9(3) A N E T S J WSDOT. B POURED JOINT SEALANT O R R BROOM FINISH COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM DRY P R R E PAVING SEE PLAN DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). O R 48560 D E PAVEMENT SURFACE F EG E N SLAB SEE PLAN E ISTER I SS NG 1/8" Â± 1/16" IONAL E 6" ARCH/ENGR OF RECORD 2' ROBERT H. MCLENON JR. WA PE 48560 1/2" 1 BACKER MATERIAL DESIGNED BY 1 COMPACTED SUBGRADE 6" LUNA INITIAL SAWCUT (1/8") OR INSERT DRAWN BY SEE STRUCTURAL FOR FOUNDATION LUNA 3" CLR2" CLR SIZE & REINFORCING 6" PROJECT NUMBER 12" C07568.001/C-503 SITE DETAILS 2' - 2" NOTE: USE AT DOOR OPENINGS. DATE A 12/14/18 TITLE DOWELED EXPANSION JOINT (E1) SITE DETAILS CONCRETE PAVEMENT CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501DETAILS.DWG5/31/2019 8:15 AM C-503 1 2 3 4 5 6 IN UNPAVED AREAS IN PAVED AREAS ROUND OFF CONCRETE TO PREVENT STANDING WATER www.brph.com Copyright Â© 2018 6"Ã˜ SCH 40 GALV PIPE Architects Engineers, Inc. FILL WITH CONCRETE 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston CANOPY DRIP LINE DEFINES PAINT SAFETY YELLOW TREE & VEGETATION Board of Architecture License No. 603235512 PROTECTION AREA 4'-0" Board of Professional Engineers License No.3137 TREE PROTECTION FENCING NOTES These plans are protected by Federal Copyright protection. Unauthorized use may result in an 1. CHAIN LINK, WIRE MESH, OR SIMILAR infringement action. OPEN RIGID MATERIAL (NO PLYWOOD) 2. MUST BE INSTALLED PRIOR TO GRADE 3/4" PAVEMENT DEMOLITION OR GROUND DISTURBANCE 3. KEPT IN PLACE FOR THE DURATION OF ISSUE FOR PERMIT CONSTRUCTION 4. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA: DOCUMENT HISTORY MATERIAL STORAGE / STOCKPILING, EXPANSION JOINT REV DATE DESCRIPTION PARKING, EXCAVATION, DUMPING, OR WASHING 1 5/30/2019 CONSTRUCTION REVIEW 5. IF ROOTS GREATER THAN 2 INCHES ARE REQUIRED FOUND OUTSIDE OF FENCING, PROTECT FENCING NY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP 4' CONC 4,000 PSI MOIST MIN 6. USE 2 INCHES OR DEEPER WOOD CHIP 4'-0" MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS TREE FENCING AROUND D ENTIRE DRIP LINE 18" TREE PROTECTION CONCRETE FILLED BOLLARDS BOND BEAM W/ (2) #5xCONT R/W CLEAR ZONE C 6' 8" CMU REINF 8' W/ #5 VERT @ 1.5" ASPHALT WALKWAY 5' 5' VARIES EX. ASPHALT ROAD 24" OC 2" x 2" HOT DIPPED GALVANIZED ALL-PUNCHED SQUARE POST GROUT ALL 7' CELLS SOLID 25' CLEAR ZONE 1% BELOW GRADE PAVEMENT A A 3" COMP DEPTH ACP DUMPSTER ENCLOSURE FINISHED GRADE 14' CONCRETE-FILLED BOLLARD. DOWELS MATCHING SIZE 2' SEE DETAIL ON THIS SHEET. NEW WAREHOUSE FACILITY LAP & SPACING OF SPLICE NOTES 5915 192ND ST NE A, ARLINGTON, WA, 98233 WALL REINF CONT WALL FTG 1' GLOBAL MACHINE WORKS, INC. 1. SEE MAC ENGINEERING DRAWINGS FOR BIORETENTION SWALE DETAILS. (5) #5xCONT LW 3000 PSI CONC 3' MIN. & #5 @ 12" OC 3' 6' 6' 3' SW 1' - 4" 2' MIN. RY MC B 8" 8" AR WA LE 4' - 8" 18' T H OF SHING NO 6" DIA. R TE TO N A N E T A - A B S JR O PLAN NOTES: R ELEVATION 1. SIGN REFLECTIVE SPECIFICATION: 3M HIGH INTENSITY OR EQUALALENT. P ER R R 48560 E O E D F G E N IST R I E E G S N S E I ON AL DUMPSTER ENCLOSURE FRONTAGE IMPROVEMENTS HANDICAP SIGN DETAIL ARCH/ENGR OF RECORD ROBERT H. MCLENON JR. WA PE 48560 DESIGNED BY LUNA DRAWN BY LUNA PROJECT NUMBER C07568.001/C-504 SITE DETAILS DATE A 12/14/18 TITLE SITE DETAILS CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501 DETAILS.DWG 6/3/2019 12:27 PM C-504 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. ISSUE FOR PERMIT SEE LAYOUT PLAN FOR WIDTHS DOCUMENT HISTORY FINISH GRADE/SOD 1/2" BELOW SIDEWALK FINISH GRADE REV DATE DESCRIPTION 4" THICK, 4,000 PSI 1 5/30/2019 CONSTRUCTION REVIEW CONCRETE WITH AIR ENTRAINMENT (MIN 4.5% - MAX 6.5%). BROOM FINISH. 1% MIN 2% MAX 2" CRUSHED SURFACING TOP COURSE, COMPACTED TO 95% MODIFIED PROCTOR D DRY DENSITY (ASTM D 1557). 8" SUBGRADE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY (ASTM D 1557) . NOTES: 1. PROVIDE EXPANSION JOINTS AT 30' O.C. FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE INSPECTOR IN THE FIELD. 2. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. 3. JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. TYPICAL SIDEWALK TYPICAL STOP SIGN 12 EQUAL SPACES 6 EQUAL SPACES 2' 13.6' (TYP) TYP C CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ E1 CJ EJ EJ 2 EQUAL SPACES CJ EJ CJ CJ 2 EQUAL SPACES CJ DUMPSTER ENCLOSURE EJ NEW WAREHOUSE FACILITY DJ 5915 192ND ST NE A, ARLINGTON, WA, 98233GLOBAL MACHINE WORKS, INC. CJ DJ B CJ ARRY MCLE H OF WASHIN NO CJ EJ T E GT T O N R DJ A N DJ E T S J B E1 O R 10 EQUAL SPACES CJ R P R R E 9' (TYP) O R 48560 D E 11' (TYP) F EG E N DJ E ISTER I SS NG EJ IONAL E CJ DJ ARCH/ENGR OF RECORD 10' (TYP) ROBERT H. MCLENON JR. WA PE 48560 DESIGNED BY LUNA NOTES: 1. JOINT E1 TO BE USED AT OVERHEAD DOOR LOCATIONS. DRAWN BY LUNA PROJECT NUMBER C07568.001/C-505 SITE DETAILS JOINTING PLAN DATE A 12/14/18 TITLE SITE DETAILS CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501DETAILS.DWG5/31/2019 8:15 AM C-505 1 2 3 4 5 6 SHEET LIST Global Machine Works, Inc. L-1 COVERSHEET, AND NOTES L-2 PLANTING PLAN LANDSCAPE PLAN GENERAL NOTES SOIL NOTES Landscape Statistics 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN SUPERVISION OF A QUALIFIED FOREMAN. LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS PARKING LOT LANDSCAPE REPRESENTATIVE. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, Area of Parking 18,911 SF AMERICAN STANDARD FOR NURSERY STOCK, MOST CURRENT VERSION. 2. SITE TOPSOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS LARGER THAN 1" 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE Shade Required FIELD BY THE LANDSCAPE CONTRACTOR. 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 3,782 SF (.20 x SF) UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE Shade Provided 3,798 SF as shown HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND IMPORTED 3-WAY TOPSOIL. WEED ROOTS. 5. TOPSOIL DEPTHS 5. SEE NOTES THIS SET FOR TOPSOIL DEPTH AND SPECIFICATION. 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 6" IN ALL LANDSCAPE BED 6. SEE SPEC THIS SET FOR BIOFILTRATION SOIL MIX. BIOFILTRATION SOIL MIX TO BE PLACED AT A MINIMUM AREAS AND TILLED INTO EXISTING SUBGRADE. 2" caliper approved tree provided DEPTH OF 12" IN THE BOTTOM OF THE BIOFILTRATION AREA. STREET FRONTAGE 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE-PIT AREAS. SEE every 30' o.c. required per code. 7. FINE BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2 INCHES. DETAIL THIS PAGE. 8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE 5.3. LAWN / GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 6. IN ALL INSTANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO EXISTING GRADE. 9. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING. 12. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNERS REPRESENTATIVE. 13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. 15. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 16. BOULDERS FOUND ON SITE MAY BE USED. FOUND BOULDER TO BE APPROVED BY OWNERS REP. 17. PLANTING PLAN WILL HAVE AN AUTOMATED IRRIGATION SYSTEM. 18. BASEMAP PROVIDED BY MAC ENGINEERING, INC, ARLINGTON WA. SHADE CALCULATION PLAN 1" = 50'-0" (CHECK SCALE BAR FOR ACCURACY) (see plans for range of sizes) LIVING GROUNDCOVER or 6" DEPTH OF COBBLE AROUND COLUMNS 84" MAX ABOVE GRADE - medium diameter (front) 60" MAX ABOVE GRADE - mini diameter (near etrance) PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. FERTILIZE ALL PLANTS WITH GROUNDCOVER PLANT. CUTBACK, PULL OUT AND DISTURB ALL APPROVED STARTER FERTILIZER SEE PLANT LIST RD CIRCLING ROOTS FROM ANY CONTAINER APPLIED AT MANUFACTURER'S GUYING APPARATUS: 1 3 GROWN PLANTS BARK MULCH SUGGESTED RATES HEAVY DUTY POLY CHAIN LOCK SCARIFY ROOTBALL OF BELOW GRADE 16" MIN CONTAINER-GROWN PLANTS. 8 FOOT, 2" ROUND TREE STAKES TO BE VERTICAL, TOPSOIL DEPTH AND PRIOR TO BACKFILLING LODGEPOLE PINE STAKES, TYPE AS SPECIFIED 2" DEPTH BARK MULCH PARALLEL, EVEN-TOPPED, 2 PER TREE UNSCARRED AND DRIVEN INTO 4" WATERING BASIN UNDISTURBED SUBGRADE 2" DEPTH BARK MULCH EXISTING MULCH SUBGRADE SURROUNDING PLANT RD OF EXPOSED HEIGHT) SECTION FERTILIZE ALL TREES WITH 4" WATERING BASIN 1 ( 3 FINISH GRADE APPROVED STARTER FERTILIZER SURROUNDING TREE APPLIED AT MANUFACTURER'S CONCRETE FOOTING; SUGGESTED RATES FINISH GRADE 4" CLEAR ALL SIDES COMPLETELY REMOVE ALL PLANT TREE 1/2" HIGHER THAN BURLAP, GROWBAG, STRING EQUAL GROUNDCOVER PLANT AND FOREIGN MATERIALS DEPTH GROWN AT NURSERY. DISTANCE SPACING AS INDICATED FROM THE ROOT BALL. COMPLETELY REMOVE ALL ON PLANT LIST (TYPICAL) BURLAP, GROWBAG, STRING NOTES: 12"MIN. AND FOREIGN MATERIALS FROM DISTANCE THE ROOT BALL. 1. DEPTH OF BURY FROM TOP OF FOOTING, NOT INCLUSIVE OF MULCH. EDGE OF PLANTER EQUAL PLANTING BACKFILL 2. FINAL PLACEMENT TO BE VERIFIED BY OWNER. PLANTING BACKFILL MIX 60Â° SCARIFY PLANTING PIT WALLS 3. AVAILABLE AT COVERALL STONE, SEATTLE WA. EQUAL DISTANCE EXISTING SUBGRADE EXISTING SUBGRADE 2 TIMES ROOTBALL DIA. SET ROOTBALL ON MOUND OF 1/2 DISTANCE COMPACTED PLANTING BACKFILL MIX SCARIFY PLANTING 1.5 - 2 TIMES ROOT PIT WALLS 2 BASALT ACCENT FEATURES PLAN BALL DIAMETER SET ROOTBALL ON MOUND OF COMPACTED PLANTING L-1 NO SCALE 4 TIMES ROOT BALL DIAMETER BACKFILL MIX 1 TYPICAL PLANTING DETAILS one inch L-1 NO SCALE 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 11.19.18 SCALES: WASHINGTON Global Machine Works Axthelm Construction Landscape Architecture and Planning REGISTERED HORIZONTAL : 1" = 20' DRAWING: 1810land 3610 Cedardale Rc Mount Vernon, WA 98273 Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1810 p. 360.424.6848 f. 800.508.2017 192nd Street www.eccosdesign.com DESIGNED: PD .PLANTING PLAN. SHEET: PATRIK DYLAN DRAWN: PD L-1 contact: Alan Perkes eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD CNwac RSra PLANTING LEGEND Trees Symbol | Num | Species Common Name Abbrev. | Planting Size 4 Acer circinatum Vine Maple ACvm 5' min 2 Acer palmatum 'Bloodgood' Japanese Maple 'Bloodgood' ACEBLOA 2 in. cal PPrv BIORETENTION SOIL MIX IN TREATMENT FAGapa 9 Acer rubrum 'Karpick' Karpick Red Maple ARkrm 2 in. cal SWALE; SEE CIVIL FOR EXTENTS AND SPECIFICATION VDdv EIGHT (8) 2 -4 MAN ROCKS ON EDGE OF WASHED STONE FIELD 8 Cercidiphyllum japonicum Katsura Tree Cej 2 in. cal 2 Fraxinus americana 'Junginger' Autumn Purple Ash FAGapa 2 in. cal 7 Parrotia persica 'Ruby Vase' Ruby Vase Ironwood PPrv 2 in. cal ACEBLOA Conifer Symbol | Num | Species Common Name Abbrev. | Planting Size 6 Chamaecyparis nootkatensis 'Green Weeping Alaska Cedar CNwac 8' - 10' Cej Arrow' 3 Thuja standishii x plicata Green Giant Cedar TSPgg 6' min Shrubs Symbol | Num | Species Common Name Abbrev. | Container Size 9 Berberis thunbergii 'Crimson Pygmy' Dwarf Purple-leaf Barberry BTplb #2 10 Chamaecyparis obtusa 'Gracilis' Slender Hinoki Cypress COGshc #5 12 Cornus sanguinea 'Midwinter Fire' Bloodtwig Dogwood CORSAMF #2 PPrv 8 Cornus stolonifera 'Farrow' Arctic Fire red-twig dogwood CSFafrd #2 21 Cornus stolonifera 'Kelseyi' Red Osier Dogwood 'Kelseyi' CSkel #2 2 Hydrangea macrophylla 'Mariesii' Lacecap Hydrangea HYDMAMAR #5 PlOL 7 Ilex crenata â€˜Mariesiiâ€™ Columnar Holly ICMch #2 CORSAMF 30 Nandina domestica 'Moon Bay' Dwarf Heavenly Bamboo NDmb #2 25 Pieris japonica 'Bisbee Dwarf' Dwarf Bisbee Pieris PJBdbp #2 COGshc 25 Prunus laurocerasus 'Otto Luyken' Cherry Laurel 'Otto Luyken' PlOL #2 5 Rhododendron schlippenbachii Royal Azalea RSra #2 5 Spiraea japonica 'Magic Carpet' SPIJAMAC #2 20 Viburnum davidii David's Viburnum VDdv #2 6 Viburnum plicatum 'Watanabe' Doublefile Viburnum VIBPLWA #5 Perennials Symbol | Num | Species Common Name Abbrev. | Container Size BTplb 15 Bergenia cordifolia 'Purpurea' Elephant's Ears 'Purpurea' BcP #1 32 Carex fortunei 'Frosted Curls' Frosted Curls Carex CFfc #1 LAhl 10 Helictotrichon sempervirens Blue Oat Grass HELSEMA #1 5 Helleborus orientalis Lenten Rose HELLOR #1 18 Hemerocallis 'Stella de Oro' Daylily 'Stella de Oro' HEMDORA #1 5 Lavandula angustifolia 'Hidcote' Hidcote Lavendar LAhl #1 12 Miscanthus sinensis 'Little Kitten' Little Kitten Maiden Grass MISSlk #1 MINI BASALT ACCENT FEATURE 35 Polystichum munitum Sword Fern PMsf #1 6 COLUMNS TOTAL. COLUMNS TO BE 3 TREES UNDER POWERLINE TO BE REMOVED FOOT, 4 FOOT, AND 5 FOOT TALL ABOVE Groundcover GRADE. Symbol | Num | Species Common Name Abbrev. | Container Size 63 Ajuga reptans 'Atropurpurea' Bugle Weed ARbw 4 in. pot LARGE SPRUCE TREES TO REMAIN VIBPLWA CSFafrd 128 Arctostaphylos uva-ursi Kinnikinnick AUken #1 ICMch TSPgg Grass Areas ACvm Symbol | Area | Species Common Name Abbrev. 31760sq. ft Grass - Lawn Seed Mix Turf Grass - locally proven Glsm PJBdbp HELSEMA SPIJAMAC THREE (3) 3 -4 MAN Cej ROCKS ON EDGE OF SIX (3) 2 -4 MAN ROCKS ON EDGE OF Other Landscape Elements WASHED STONE FIELD WASHED STONE FIELD Quantity Symbol Item Comments FUTURE SIGN ARkrm 3 2-4 man landscape boulders, located No scarring or marks from machinery. Boulders to be 13 burried UNDER SEPARATE per plan and set in a 6" deep field of washed rounded drain-rock. PERMIT. POWER 4.0' TO BE BROUGHT 8.0' TO THIS LOCATION. 3 MEDIUM BASALT COLUMNS 6.0' 6 MINI BASALT COLUMNS PER PLAN WASHED ROUNDED ROCK A MIXTURE OF ROUNDED DRAIN-ROCK (75%) AND 4-6" DIAMETER ROUNDED COBBLE (25%) MEDIUM BASALT ACCENT FEATURE 3 COLUMNS TO BE 4 FOOT, 8 FOOT, AND 6 FOOT TALL ABOVE BIORETENTION SOIL MIX IN TREATMENT GRADE. COLUMNS SURROUNDED BY A FIELD OF WASHED SWALE; SEE CIVIL FOR EXTENTS AND SMOOTH STONE. SPECIFICATION PROJECT TO HAVE AUTOMATIC IRRIGATION SYSTEM. POINT OF CONNECTION AND BACKFLOW IN THIS BED PLANTING PLAN 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) one inch 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 11.19.18 SCALES: WASHINGTON Global Machine Works Axthelm Construction Landscape Architecture and Planning REGISTERED HORIZONTAL : 1" = 20' DRAWING: 1810land 3610 Cedardale Rc Mount Vernon, WA 98273 PRELIMINARY Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1810 p. 360.424.6848 f. 800.508.2017 192nd Street www.eccosdesign.com DESIGNED: PD .PLANTING PLAN. SHEET: PATRIK DYLAN DRAWN: PD L-1 contact: Alan Perkes eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD Cool Arctic White Standing Seam Roof Panels Cool Ebony Trim at Rake & Eaves. www.brph.com Copyright Â© 2018 Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 Cool Zinc Grey Corner trim 425-921-3500 and Downspouts to blend Offices in Melbourne, Orlando, Atlanta, with Wall Panels Boca Raton, Lynnwood, and Charleston E Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright protection. Unauthorized use may result in an GLOBAL MACHINE WORKS infringement action. ISSUE FOR PERMIT DOCUMENT HISTORY REV DATE DESCRIPTION Cool Ebony Trim at Clear Anodized Doors & Windows Charcoal Split-Face CMU Block Aluminum Storefront SOUTH ELEVATION RENDER 1 1/8" = 1'-0" Cool Granite Grey Cool Ebony Trim with Cool Ebony Trim at Rake & Eaves. Cool Arctic White Standing Cool Zinc Grey Seam Roof Panels wall Panels D Cool Ebony Trim at Doors & Windows Cool Ebony Trim at Charcoal Split-Face CMU Block Doors Painted Cool WEST ELEVATION RENDER Doors & Windows Granite Grey with HVAC Units Enclosed - with 5' high wood walls 2 1/8" = 1'-0" Cool Ebony Trim Cool Zinc Grey wall Panels Cool Ebony Trim Cool Ebony Trim at at Rake & Eaves. Cool Zinc Grey Corner trim Rake & Eaves. and Downspouts to blend C with Wall Panels NEW WAREHOUSE FACILITY 5915 192ND ST NE A, Arlington, WA 98233 GLOBAL MACHINE WORKS, INC. Doors Painted Cool Doors Painted Cool Cool Granite Grey NORTH ELEVATION RENDER Granite Grey with Granite Grey with with Cool Ebony Trim 3 Cool Ebony Trim Cool Ebony Trim 1/8" = 1'-0" B Cool Arctic White Standing Cool Zinc Grey Corner trim and Downspouts to blend Seam Roof Panels Cool Ebony Trim at with Wall Panels Rake & Eaves. ARCH/ENGR OF RECORD JAMES T. HILLIER 4520 DESIGNED BY Designer DRAWN BY Author A PROJECT NUMBER Doors Painted Cool C07568.001 Granite Grey with Cool Zinc Grey DATE Dumpster enclosure - 18'x14' with 6' high wood walls and gates Cool Ebony Trim Cool Granite Grey wall Panels 1/30/1912/11/18 4 EAST ELEVATION RENDER with Cool Ebony Trim TITLE 1/8" = 1'-0" EXTERIOR RENDERS DRAWING NO. U:\Revit Project Files\2017\C07568.001_Central_A_2018_cjones.rvt 1/28/2019 3:25:31 PM A-901 1 2 3 4 5 6 DESCRIPTION OF WORK THE NEW WAREHOUSE FACILITY FOR GMW CONSISTS OF A ~ 30,000 SQFT PRE-ENGINEERED METAL BUILDING. SITE WORK SHALL CONSIST OF PAVING ACTIVITIES FOR ACCESS DRIVES AND PARKING LOTS, UTILITY ROUTING FOR WATER, FIRE, NATURAL GAS AND SANITARY SEWER AND OTHER MISCELLANEOUS SITE FEATURES INCLUDING A DUMPSTER ENCLOSURE. www.brph.com Copyright Â© 2018 SITE DATA Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 425-921-3500 E A. ZONING CLASSIFICATION GENERAL INDUSTRIAL (GI) NEW WAREHOUSE FACILITY Offices in Melbourne, Orlando, Atlanta, B. USE CLASSIFICATION 4.200 Boca Raton, Lynnwood, and Charleston C. LOT SIZE 2.32 AC (101,164 SQFT) Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 D. LOT DIMENSIONS ~ 309.59' W x 239.13' L These plans are protected by Federal Copyright E. BUILDING SETBACK 25' ARTERIAL ROADS / 5' INTERIOR LOT protection. Unauthorized use may result in an GLOBAL MACHINE WORKS, INC. infringement action. F. BUILDING HEIGHT 28' - 3" G. TOTAL LOT COVERAGE 89,125 SQFT ISSUE FOR PERMIT H. PARKING SPACES 41 REQUIRED, 47 PROPOSED 5915 192ND ST NE A, Arlington, WA 98233 DOCUMENT HISTORY I. UTILITY PROVIDER (WATER) CITY OF ARLINGTON REV DATE DESCRIPTION SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST 1 5/30/2019 CONSTRUCTION REVIEW J. UTILITY PROVIDER (SEWER) CITY OF ARLINGTON VICINITY MAP D PROJECT LOCATION NOT TO SCALE LOCATION MAP C PROJECT LOCATION NOT TO SCALE NEW WAREHOUSE FACILITY 5915 192ND ST NE A, ARLINGTON, WA, 98233GLOBAL MACHINE WORKS, INC. SHEET INDEX CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL B COMPLIANCE WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. ARRY MCL E SHEET SHEET SHEET ISSUE CONFORMANCE OF THIS DESIGN WITH ALL APPLICABLE LAWS AND H OF WASHIN NO T E GT NUMBER NAME DATE REVISION T O N REGULATIONS IS THE FULL AND COMPLETE RESPONSIBILITY OF THE R A N E T GC-001 COVER SHEET 05/30/2019 1 LICENSED DESIGN ENGINEER. WHOSE STAMP AND SIGNATURE APPEAR S J B C-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS 05/30/2019 1 ON THIS SHEET. ACKNOWLEDGEMENT OF CONSTRUCTION DRAWING O R R C-121 SITE PLAN 05/30/2019 1 REVIEW DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION P R R E C-161 UTILITY PLAN 05/30/2019 1 ACTIVITIES THAT REQUIRE OTHER COUNTY, STATE OR FEDERAL PERMIT O RE 48560 D E F GISTERE IN C-501 UTILITY DETAILS 05/30/2019 1 REVIEW AND APPROVAL. THE PROPERTY OWNER AND LICENSED DESIGN ESS G C-502 UTILITY DETAILS 05/30/2019 1 IONAL EN ENGINEER SHALL BE RESPONSIBLE FOR THE ACQUISITION AND C-503 SITE DETAILS 05/30/2019 1 COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS C-504 SITE DETAILS 05/30/2019 1 WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC C-505 SITE DETAILS 05/30/2019 1 APPROVAL (HPA), WSDOE NOTICE OF INTENT (NOI), ANY CORP OF ARCH/ENGR OF RECORD ENGINEERS FILL PERMITS AND THE REQUIREMENTS OF THE ROBERT H. MCLENON JR. NOTE ISSUE FOR PERMIT ENDANGERED SPECIES ACT. WA PE 48560 BY:_________________________________________________ THE DOCUMENTS PRODUCED BY BRPH IN THIS PACKAGE REFLECT DESIGN OF SITE GEOMETRY, PAVING AND UTILITIES. CITY ENGINEER DESIGNED BY LUNA SCOPE RELATED TO STORMWATER MANAGEMENT, DRAINAGE, GRADING AND SEPA DOCUMENTATION ARE WITHIN THE SCOPE OF MAC ENGINEERING, LLC AND APPEAR IN THEIR RESPECTIVE PACKAGE. 12/14/2018 DATE:_______________________________________________ DRAWN BY THIS APPROVAL VALID FOR 18 MONTHS LUNA PROJECT NUMBER C07568.001 / GC-001 COVER SHEET.DWG ENGINEERS & CONSULTANTS DATE A 12/14/18 CIVIL BRPH TITLE 19020 33rd AVE W COVER SHEET SUITE 530 LYNNWOOD, WA 98036 ROBERT H. MCLENON JR., PE BMCLENON@BRPH.COM WWW.BRPH.COM DRAWING NO. P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\G001 -COVER SHEET.DWG5/31/2019 8:14 AM GC-001 1 2 3 4 5 6 ABBREVIATIONS (NOTE: NOT ALL ABBREVIATIONS ARE USED.) GENERAL STATEMENT: 13. SEWER LINES SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE AND A MINIMUM OF 18 LEGEND INCHES VERTICAL CLEARANCE FROM WATER LINES. SEE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND ALTERNATIVES. THIS PROJECT INCLUDES THE CONSTRUCTION OF A 30,000 SQUARE-FOOT MANUFACTURING WAREHOUSE FOR AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY GPD GALLONS PER DAY SAN SANITARY DESCRIPTION NEW GLOBAL MACHINE WORKS, INC. (GMW).CONSTRUCTION ACTIVITIES WILL TAKE PLACE ON A 2.32-ACRE LOT 14. PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE CITY OF ARLINGTON STANDARD AND WSDOT AND TRANSPORTATION OFFICIALS GPS GALLONS PER SECOND SS SANITARY SEWER ADJACENT TO THE ARLINGTON MUNICIPAL AIRPORT. CIVIL SCOPE, AS OUTLINED IN THESE DOCUMENTS, STANDARD SPECIFICATIONS. 3/8-INCH MINUS MANUFACTURED CLEAN PEA GRAVEL IS THE REQUIRED www.brph.com Copyright Â© 2018 ADD ADDENDUM GALV GALVANIZED SCHED SCHEDULE INCLUDES SITE GEOMETRIC CONFIGURATION, PAVING AND UTILITY ROUTING FOR FIRE WATER, DOMESTIC BEDDING MATERIAL. PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. THIS SHALL INCLUDE WATER, AND SANITARY SEWER. A PORTION OF PAVING FOR THE PERIMETER DRIVEWAY OF THE SITE WILL TAKE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIALS AS WELL ADJ ADJACENT GSP GALVANIZED STEEL PIPE SECT SECTION PLACE WITHIN THE LIMITS OF AN EXISTING 40-FOOT UTILITY CITY-OWNED RIGHT OF WAY, AS PERMITTED BY THE AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE PROPERTY LIMITS Architects Engineers, Inc. A/C AIR CONDITION GV GATE VALVE SH SHEET CITY OF ARLINGTON, WHICH RUNS PARALLEL TO THE EASTERN BORDER OF THE PROPERTY. AN EXISTING 10,476 ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 19020 33rd Ave. W. | Suite 530 SQUARE-FOOT BUILDING WILL REMAIN ON THE EASTERN SIDE OF THE SITE. Lynnwood | Washington | 98036 ALT ALTERNATE GEN GENERAL SLP SLOPE UTILITY EASEMENT LIMITS E 15. THE CONTRACTOR SHALL COMPACT TRENCH BACKFILL WITHIN THE CITY RIGHT-OF-WAY TO AT LEAST 90% 425-921-3500 AL ALUMINUM GRD GRADE S SOUTH MAXIMUM DRY DENSITY FROM THE BOTTOM OF THE TRENCH TO A DEPTH OF 3â€™ BELOW THE SURFACE. THE GENERAL NOTES: TRENCH BACKFILL MUST BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY WITHIN 3â€™ OF THE SURFACE. BUILDING OR STRUCTURE Offices in Melbourne, Orlando, Atlanta, ASTM AMERICAN SOCIETY FOR TESTING MATERIALS GND GROUND SPEC SPECIFICATION ASPHALT MUST BE COMPACTED TO MEET THE REQUIREMENTS ON THE PLANS. ALL COMPACTION TESTS Boca Raton, Lynnwood, and Charleston APPROX APPROXIMATELY GUT GUTTER SQ SQUARE 1. WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC ARE AT THE CONTRACTOR'S EXPENSE. SF SQUARE FEET WORKS STANDARDS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE WASHINGTON STATE CONCRETE PAVEMENT Board of Architecture License No. 603235512 A/E ARCHITECTURAL/ENGINEERING 16. CONTRACTOR SHALL VERIFY THE PRESENCE, LOCATION, AND SIZE OF EXISTING SEWER LATERALS PRIOR DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND Board of Professional Engineers License No.3137 ARCH ARCHITECTURAL HC HANDICAP SQ IN SQUARE INCH MUNICIPAL CONSTRUCTION. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. TO THE COMMENCEMENT OF CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. MEDIUM DUTY ASPHALT PAVEMENT These plans are protected by Federal Copyright ASPH CONC ASPHALTIC CONCRETE HPA HAZARDOUS PROCESSING AREA STN STL STAINLESS STEEL 17. MINIMUM ALLOWABLE SLOPE FOR 6" SANITARY SEWER IS 1.0%. 2. CONTRACTOR SHALL REFER AND CONFORM TO THE RECOMMENDATIONS AND FINDINGS AS SET FORTH IN protection. Unauthorized use may result in an ASSY ASSEMBLY HD HEAD STD STANDARD THE GEOTECHNICAL ENGINEERING REPORT BY ASPECT CONSULTING (DATED NOVEMBER 30, 2018). infringement action. CONTACT DESIGN ENGINEER FOR INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY HEAVY DUTY ASPHALT PAVEMENT @ AT HDR HEADER STA STATION WATER NOTES: UNUSUAL CONDITIONS BECOME APPARENT DURING CONSTRUCTION. AVE AVENUE HWY HIGHWAY STL STEEL LANDSCAPE* AVG AVERAGE HP HORSEPOWER STOR STORAGE 3. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A GRADING PERMIT, RIGHT-OF-WAY 1. WORK SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND CURRENT EDITION OF THE CITY OF ISSUE FOR PERMIT PERMIT, AND UTILITY PERMITS, FROM THE CITY. REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO ARLINGTON STANDARDS AND SPECIFICATIONS. CHANGES TO THE DESIGN REQUIRE APPROVAL OF THE HORIZ HORIZONTAL SD STORM DRAIN BE OBTAINED BY THE CONTRACTOR. ENGINEER. RIVER ROCK DOCUMENT HISTORY BFP BACK FLOW PREVENTER HB HOSE BIB ST STREET 4. PRIOR TO CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL ATTEND A PRECONSTRUCTION 2. MATERIALS SHALL CONFORM TO THE CITY STANDARDS AND SPECIFICATIONS AND SHALL BE APPROVED BY REV DATE DESCRIPTION BL BASE LINE SURF SURFACE CONFERENCE WITH THE CITY. THE CONTRACTOR SHALL SCHEDULE THE PRECONSTRUCTION THE DESIGN ENGINEER PRIOR TO DELIVERY TO THE JOB SITE. MATERIAL SUBMITTALS ARE REQUIRED AND CURB CONFERENCE BY CALLING (360) 403-3500. PRIOR TO SCHEDULING, THE CONTRACTOR MUST SUBMIT AND 1 5/30/2019 CONSTRUCTION REVIEW BRG BEARING ID INSIDE DIAMETER SYM SYMBOL MUST BE APPROVED PRIOR TO SCHEDULING A PRE-CONSTRUCTION CONFERENCE. RECEIVE APPROVAL FOR THE TRAFFIC CONTROL PLAN, CITY PERMITS, TEMPORARY EROSION AND BM BENCH MARK INFO INFORMATION SYS SYSTEM SEDIMENT CONTROL PLAN, PERFORMANCE BOND, COPY OF OTHER AGENCY PERMITS, A COPY OF THE 3. WATER MAINS SHALL BE CEMENT-LINED DUCTILE IRON PIPE CLASS 52. F FIRE WATER LINE CONTRACTORâ€™S LICENSE, AND PROOF OF INSURANCE COVERAGE. BIT BITUMINUOUS IN INCH 4. SERVICE LOCATIONS SHALL BE FIELD APPROVED BY THE CITY PRIOR TO INSTALLATION. BLK BLOCK INV INVERT TAN TANGENT 5. THE CONTRACTOR SHALL KEEP A COPY OF PROJECT PERMITS AND APPROVED PLANS ON THE JOB SITE DOMESTIC WATER LINE W BO BLOW OFF TEL TELEPHONE WHEN CONSTRUCTION IS IN PROGRESS. APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO 5. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED COMMENCEMENT OF CONSTRUCTION. BY OSHA AND WISHA. BOT BOTTOM JT JOINT TEMP TEMPORARY GATE VALVE BLVD BOULEVARD JB JUNCTION BOX TB TEST BORING, TOP OF BANK 6. SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. DEVIATION FROM THE 6. THE PIPE SHALL BE INSTALLED BY FOLLOWING THE FINISHED GRADE PROFILE WHEREVER POSSIBLE. THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE DESIGN ENGINEER, AND DEPTH OF COVER SHALL BE TYPICALLY 36 INCHES (3 FEET), AND MAY BE UP TO 60 INCHES (5 FEET) WITH D BLDG BUILDING THK THICK OTHER APPROPRIATE PUBLIC AGENCIES. THE APPROVAL OF THE CITY ENGINEER. WATER MAINS UNDER THE STATE (OR COUNTY) HIGHWAYS SHALL FIRE HYDRANT BE BURIED ELECTRIC KSC KENNEDY SPACE CENTER THRU THROUGH MEET THE MINIMUM COVER DEPTHS REQUIRED BY WSDOT (OR SNOHOMISH COUNTY). 7. EXISTING SITE CONDITIONS SHOWN ARE BASED ON A TOPOGRAPHIC SURVEY PROVIDED BY CASCADE BT BURIED TELEPHONE TYP TYPICAL SURVEYING & ENGINEERING, INC. (DATED JULY 17, 2018), AS WELL AS SITE OBSERVATIONS AND OTHER 7. PIPE JOINT DEFLECTIONS SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERâ€™S RECOMMENDED SOURCES. THE CONTRACTOR SHALL FIELD VERIFY EXISTING SITE INFORMATION SHOWN ON THE SURVEY FIRE DEPARTMENT CONNECTION LAT LATITUDE MAXIMUM DEFLECTIONS. BENDS MAY BE REQUIRED TO MAINTAIN PROPER WATER MAIN ALIGNMENT WITHIN PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE DESIGN ENGINEERS' EASEMENTS OR PUBLIC RIGHT-OF-WAY. CB CATCH BASIN L LENGTH UGE UNDERGROUND ELECTRICAL ATTENTION IMMEDIATELY UPON DISCOVERY. CL CENTERLINE LF LINEAR FEET UTIL UTILITY 8. WATER MAIN SHALL NOT BE PLACED UNDER SIDEWALK, CURBS, GUTTERS, OR ANY PERMANENT SANITARY SEWER W/CLEANOUT SS 8. THE CONTRACTOR SHALL LOCATE AND PROTECT CASTINGS AND UTILITIES DURING CONSTRUCTION AND STRUCTURES. CLF CHAIN LINK FENCE LONG LONGITUDE SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE (1-800-424-5555 OR 811) AT LEAST 48 CV CHECK VALVE VERT VERTICAL HOURS PRIOR TO CONSTRUCTION. 9. NO CONNECTION TO THE CITY WATER SYSTEM IS ALLOWED UNTIL THE NEW CONSTRUCTION PASSES PRESSURE AND PURITY TESTS, AND HAS BEEN APPROVED AND ACCEPTED BY THE CITY. SANITARY SEWER LINE SS CHD CHORD VOL VOLUME 9. INSPECTION AND ACCEPTANCE OF WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF MAINT MAINTENANCE COA CITY OF ARLINGTON ARLINGTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE 10. PRIOR TO MAKING CONNECTIONS TO THE EXISTING SYSTEM, CONTRACTOR SHALL FIELD VERIFY THE MH MANHOLE APPROPRIATE INSPECTIONS, ALLOWING PROPER ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE LOCATION, DEPTH AND MATERIAL OF EXISTING WATER MAINS AT THE POINT OF CONNECTION. SANITARY SEWER MANHOLE S CO CLEANOUT, CHANGE ORDER W WATER, WEST REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED MFR MANUFACTURER COL COLUMN WM WATER METER WITHOUT INSPECTION. 11. WATER LINES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL CLEARANCE FROM SANITARY SEWERS. WHEN MATL MATERIAL WATER LINES CROSS SEWER LINES, THE MINIMUM VERTICAL CLEARANCE SHALL BE 18 INCHES. NATURAL GAS LINE C3PF COMMERCIAL CREW & CARGO PROCESSING FACILITY W/ WITH 10. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING GAS MAX MAXIMUM CONC CONCRETE WITH A SWEEPING AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WILL NOT BE ALLOWED 12. TO FILL THE MAIN FOR FLUSHING, PRESSURE AND PURITY TESTS, THE CONTRACTOR IS REQUIRED TO USE W/O WITHOUT MHWL MEAN HIGH WATER LEVEL WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. AN APPROVED METER AND DCVA. THE HYDRANT SHALL REMAIN IN THE FULL OPEN POSITION TO PREVENT CBS CONCRETE BLOCK AND STUCCO BACK-SIPHONAGE THROUGH THE DRAIN HOLE. AFTER SUCCESSFUL TESTING, THE CONTRACTOR WILL TIE CHAIN LINK FENCE MLWL MEAN LOW WATER LEVEL CONN CONNECTION 11. THE CONTRACTOR SHALL MAINTAIN TWO (2) SETS OF â€œAS-BUILTâ€ PLANS SHOWING ALL FIELD CHANGES AND INTO THE EXISTING SYSTEM, USING DISINFECTED SLEEVES AND SPOOL PIECES. MECH MECHANICAL MODIFICATIONS. IMMEDIATELY AFTER CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL DELIVER CONST CONSTRUCTION MJxMJ MECHANICAL JOINT BY MECHANICAL JOINT BOTH COPIES OF RED-LINED PLANS TO THE CITY. THE CITY WILL FORWARD ONE OF THE COPIES TO THE 13. THE CONTRACTOR SHALL CONTACT THE CITY FOR VALVE OPERATION. ONLY AUTHORIZED SIGN CJ CONSTRUCTION JOINT DESIGN ENGINEER. REPRESENTATIVES OF THE CITY CAN OPERATE VALVES IN THE CITY WATER SYSTEM. MJxPE MECHANICAL JOINT BY PLAIN END CONT CONTINUOUS 12. WORK SHALL BE PERFORMED IN A SAFE MANNER. SAFETY RULES AS STATED IN THE GUIDELINES OF 14. THE CONTRACTOR IS HEREBY NOTIFIED THAT, SINCE FILLING AND FLUSHING WILL BE DONE THROUGH A BOLLARD MIN MINIMUM CONTR CONTRACTOR O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR INJURIES OF CROSS-CONNECTION CONTROL DEVICE, LOW VELOCITY FLOWS MAY BE ENCOUNTERED. THEREFORE, MISC MISCELLANEOUS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR INJURIES OF PERSONS DURING THE COURSE EVERY ATTEMPT SHALL BE MADE TO KEEP THE PIPE CLEAN DURING INSTALLATION. THIS MAY INCLUDE COORD COORDINATE OF THIS PROJECT. GAS METER SWABBING THE PIPE WITH CHLORINATED WATER. MPPU MINI PORTABLE PURGE UNIT CAP CORRUGATED ALUMINUM PIPE C MEG MATCH EXISTING GRADE 13. WORK AND MATERIALS SHALL BE IN COMPLETE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS 15. CUTTING AND PATCHING OF ROAD WAYS SHALL CONFORM TO THE REQUIREMENTS OF THE RIGHT-OF-WAY *SEE LANDSCAPING PLAN FOR ACTUAL PLANTINGS AND GROUND COVER CMP CORRUGATED METAL PIPE CONSISTING OF THESE DRAWINGS AND SEPARATELY BOUND TECHNICAL SPECIFICATIONS. WORK SHALL PERMIT OF THE CITY OR OTHER APPLICABLE AGENCY. MES MITERED END SECTION CU FT CUBIC FEET BE IN COMPLETE ACCORDANCE WITH APPLICABLE CITY, COUNTY, STATE OR FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR REGISTRATION 16. IN-LINE PIPE JOINTS SHALL BE RESTRAINED WITH FIELD LOCK GASKETS. CFM CUBIC FEET PER MINUTE REQUIREMENTS OF GOVERNING AUTHORITIES. N NORTH CFS CUBIC FEET PER SECOND 17. FITTINGS SHALL BE RESTRAINED JOINTS AND HAVE THRUST BLOCKING. N/A NOT APPLICABLE DESCRIPTION EXISTING CU IN CUBIC INCH NIC NOT IN CONTRACT SANITARY SEWER NOTES: 18. CONTRACTOR SHALL EXCAVATE TO CONFIRM EXISTING WATER MAIN SIZES PRIOR TO ORDERING WATER CY CUBIC YARD MAIN TEES. NTS NOT TO SCALE CDJ CONSTRUCTION DOWELED JOINT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY AUTHORITIES AND VERIFYING 19. CONTRACTOR SHALL PROVIDE SITE SIGNAGE FOR FDC. CONTRACTOR SHALL COORDINATE LOCATION WITH BUILDING OR STRUCTURE NO NUMBER LOCATIONS/ELEVATIONS OF THEIR FACILITIES PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR BUILDING OFFICIAL. DEPT DEPARTMENT SHALL USE SPECIAL CARE IN WORKING AROUND AND NEAR EXISTING UTILITIES THAT ARE ENCOUNTERED DET DETAIL DURING CONSTRUCTION, PROTECTING THEM WHERE NECESSARY SO THAT THEY WILL GIVE CONCRETE PAVEMENT OC ON CENTER UNINTERRUPTED SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNERS FOR DAMAGES TO DIAG DIAGONAL SAID UTILITIES. OPNG OPENING DIA DIAMETER LANDSCAPE ORIG ORIGINAL 2. MATERIALS SHALL CONFORM TO THE CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND THE DIM DIMENSION MATERIAL SUBMITTALS SHALL BE APPROVED BY THE ENGINEER BEFORE SCHEDULING THE OD OUTSIDE DIAMETER DIV DIVISION PRECONSTRUCTION CONFERENCE AND BEFORE THE MATERIALS ARE DELIVERED TO THE JOB SITE. ONCE OH OVERHEAD THE MATERIALS ARE DELIVERED TO THE JOB SITE THE CITY INSPECTOR WILL DETERMINE IF THE DOMESTIC WATER LINE W DJ DOWELED JOINT MATERIALS WERE MANUFACTURED TO MEET THE REQUIREMENTS OF THE CITY OF ARLINGTON DS DOWNSPOUT STANDARDS AND SPECIFICATIONS BEFORE THE MATERIALS CAN BE INSTALLED. PS PARKING SPACE SANITARY SEWER LINE SS NEW WAREHOUSE FACILITY DWG DRAWING 3. SEWER MAINS AND SIDE SEWER STUBS SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A PVMT PAVEMENT 5915 192ND ST NE A, ARLINGTON, WA, 98233 DIP DUCTILE IRON PIPE SURVEYOR PRIOR TO CONSTRUCTION. THE CONSTUCTION STAKES MUST SHOW THE STATION AND OFFSET PERF PERFORATED TO THE ALIGNMENT. SANITARY SEWER MANHOLE S GLOBAL MACHINE WORKS, INC. PERP PERPENDICULAR EA EACH 4. THE CITY OF ARLINGTON WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE PExPE PLAIN END BY PLAIN END OF A TAP OR CONNECTION TO AN EXISTING SANITARY SEWER MAIN. THE CITY INSPECTOR SHALL BE UNDERGROUND POWER LINE UGP E EAST PRESENT AT THE TIME OF THE TAP OR CONNECTION. PNT POINT B ELEC ELECTRIC POC POINT OF CONNECTION ARRY MCL 5. GRAVITY SEWERS, INCLUDING SIDE SEWERS, WITH 5 TO 14 FEET OF COVER SHALL BE PVC ASTM D 3034 OVERHEAD POWER LINE OHP WASH E H OF IN N ELEV ELEVATION PC POINT OF CURVATURE SDR 35. GRAVITY SEWER MAINS WITH LESS THAN 5 FEET OR GREATER THAN 14 FEET OF COVER SHALL BE T G O TE T N R O ERCP ELLIPTICAL REINFORCED CONCRETE PIPE DUCTILE IRON PIPE CLASS 52, OR C-900 PVC. IF DUCTILE IRON PIPE IS USED FOR SEWER, THE PIPE A N PI POINT OF INTERSECTION CHAIN LINK FENCE E T INTERIOR SHALL BE EPOXY COATED (NOT CEMENT-LINED). S J B ENGR ENGINEER PRC POINT OF REVERSE CURVE O R 6. PRE-CAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C478. JOINTS SHALL BE RUBBER SIGN R ENT ENTRANCE PT POINT OF TANGENCY P R GASKETED AND GROUTED BOTH INSIDE AND OUTSIDE OF THE MANHOLE PER CITY OF ARLINGTON R R 48560 E EQUIP EQUIPMENT O E D E PVI POINT OF VERTICAL INTERSECTION STANDARDS AND SPECIFICATIONS. ALL LIFT HOLES CUT THROUGH THE WALLS OF THE MANHOLE SHALL BE F GISTERE IN GROUTED FROM THE INSIDE AND OUTSIDE OF THE MANHOLE TO BE WATERTIGHT. ADDITIONAL BOLLARD ESS NG EXIST EXISTING PVC POLYVINYL CHLORIDE PIPE IONAL E WATERPROOFING MAY BE REQUIRED. EJ EXPANSION JOINT PIV POST INDICATOR VALVE 7. SIDE SEWER SERVICES SHALL BE PVC ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED JOINTS. SIDE SEWER FIRE HYDRANT PSF POUNDS PER SQUARE FOOT CONNECTIONS SHALL BE MADE BY A TAP TO AN EXISTING MAIN OR A TEE FROM A NEW MAIN CONNECTED FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PSI POUNDS PER SQUARE INCH ABOVE THE SPRING LINE OF THE PIPE. WYES ARE NOT ALLOWED ON LINES 8â€ OR LARGER. SIDE SEWERS ARCH/ENGR OF RECORD CAN NOT BE INSTALLED UNDER DRIVEWAYS UNLESS APPROVED BY THE CITY INSPECTOR. PROPANE TANK ROBERT H. MCLENON JR. FOC FACE OF CURB P POWER FT FEET PP POWER POLE 8. SEWER PIPE SHALL BE INSTALLED WITH A CONTINUOUS TRACER TAPE 24â€ â€“ 48â€ UNDER THE PROPOSED WA PE 48560 FINISHED SUBGRADE, OR AS DIRECTED BY THE CITY INSPECTOR. THE MARKER SHALL BE PLASTIC, WATER METER FPS FEET PER SECOND PL PROPERTY LINE NON-BIODEGRADABLE, METAL CORE, AND DETECTABLE, WITH BACKING MARKED â€œSEWERâ€. DESIGNED BY LUNA FF FINISH FLOOR R RADIUS 9. SIDE SEWERS SHALL BE INSTALLED BY THE CONTRACTOR AND COORDINATED FOR CLEARANCE WITH TELEPHONE PEDESTAL FDC FIRE DEPARTMENT CONNECTION RED REDUCER POWER, GAS, TELEPHONE, CABLE, AND OTHER UTILITIES. SIDE SEWERS SHALL BE A MINIMUM OF 10 FEET DRAWN BY BEYOND PROPERTY LINES AND 5â€™ BEYOND ANY EASEMENT. LUNA FHA FIRE HYDRANT ASSEMBLY REF REFERENCE WATER VALVE FW FIRE PROTECTION WATER REINF REINFORCED 10. THE SEWER PIPE SHALL BE INSTALLED STARTING FROM DOWNSTREAM OF THE POINT OF CONNECTION ON PROJECT NUMBER FLxFL FLANGED JOINT BY FLANGED JOINT THE EXISTING SEWER OR FROM A DESIGNATED STARTING POINT. THE SEWER PIPE SHALL BE INSTALLED C07568.001/C001 GEN NOTES LEGEND ABBRV.DWG RCP REINFORCED CONCRETE PIPE WITH THE BELL END UPSTREAM. FLxPE FLANGED JOINT BY PLAIN END TREE REQ'D REQUIRED DATE 11. ADEQUATE TRENCH SHEETING AND/OR SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED FLR FLOOR A REV REVISED, REVISION BY OSHA AND WISHA. 12/14/18 FL FLOW LINE RPM REVOLUTIONS PER MINUTE EDGE OF PAVEMENT TITLE 12. TO PREVENT WATER OR DEBRIS FROM DISCHARGING INTO THE CITYâ€™S EXISTING SEWER SYSTEM, THE FTG FOOTING ROW RIGHT OF WAY CONTRACTOR SHALL INSTALL A PLUG IN THE CONNECTION MANHOLE OR AS DIRECTED BY THE CITY GENERAL NOTES, FM FORCE MAIN RD ROAD INSPECTOR. THE PLUG SHALL NOT BE REMOVED UNTIL THE SEWER IS ACCEPTED BY THE CITY. FDN FOUNDATION RT RIGHT CONSTRUCTION DRAWING APPROVAL LEGEND AND FUT FUTURE THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. ABBREVIATIONS BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C001GEN NOTES LEGEND ABBRV.DWG5/31/2019 8:14 AM C-001 1 2 3 4 5 6 N: 430015.9459 E: 1318835.6171 CIVIL NOTES: 1. PAVEMENT MARKINGS SHALL COMPLY WITH THE SPECIFICATIONS FOR LOW N89Â°42'11"E - 245.01' N89Â°23'51"E - 64.56' 1-1 2-4 2-1 VOLATILE ORGANIC COMPOUND SOLVENT-BASED PAINT PER WSDOT 9.34. 2-1 9' TYP. TYP. 19' TYP. TYP. 10.66' VARIES TYP. CIVIL KEYNOTES: www.brph.com Copyright Â© 2018 4-6 1-1 PROPERTY BOUNDARY. 7 6 R 25' 9' 6 7 Architects Engineers, Inc. R 5' TYP. R 5' 1-2 EXISTING CONCRETE PAD TO REMAIN. 19020 33rd Ave. W. | Suite 530 40' UTILITY EASEMENT Lynnwood | Washington | 98036 1-3 EXISTING FENCING TO REMAIN. 425-921-3500 E 4-1 TYP. 1-4 EXISTING TREES TO REMAIN. SEE TREE PROTECTION DETAIL ON SHEET C-504. Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston 2-7 4-4 24' 1-5 OVERHEAD DOORS. Board of Architecture License No. 603235512 1-6 REALIGN CORNER OF FENCE TO NOT CONFLICT WITH DRIVEWAY LIMITS. Board of Professional Engineers License No.3137 4-3 These plans are protected by Federal Copyright 2-1 PROVIDE EXTRUDED CEMENT CONCRETE CURB PER COA STANDARD DETAIL R-200. R 35' 55' protection. Unauthorized use may result in an TYP. N: 429941.8808 infringement action. R 30' 12' 2-2 PROVIDE CONCRETE PAVEMENT. SEE CONCRETE PAVEMENT DETAIL ON SHEET E: 1319035.0964 C-503. PROVIDE JOINTING PER JOINTING PLAN DETAIL ON SHEET C-505. 1-2 N: 429941.8808 5-1 2-3 PROVIDE MEDIUM DUTY ASPHALT PAVEMENT. SEE MEDIUM DUTY ASPHALT ISSUE FOR PERMIT E: 1318885.0964 5-1 33' 2-2 PAVEMENT DETAIL ON SHEET C-503. TYP. R 45' TYP. DOCUMENT HISTORY 2-4 PROVIDE WHEEL STOP. SEE SEE WHEEL STOP DETAIL ON SHEET C-503. REV DATE DESCRIPTION 1-5 2-1 2-5 PROVIDE CONCRETE SIDEWALK. SEE TYPICAL SIDEWALK DETAIL ON SHEET C-505. 1 5/30/2019 CONSTRUCTION REVIEW TYP. N: 429920.1578 5-2 2-7 PROVIDE HEAVY DUTY ASPHALTIC PAVEMENT. SEE HEAVY DUTY ASPHALT E: 1318834.8591 PAVEMENT DETAIL ON SHEET C-503. 19' 5-1 3-1 PROVIDE PUBLIC TRAIL PER COA STANDARDS. SEE FRONTAGE IMPROVEMENTS 3 7' DETAIL ON SHEET C-504. 5' 4-2 4-1 PROVIDE 4" WIDE WHITE PAINTED STRIPE. 24' D 2-4 4-2 PROVIDE PEDESTRIAN WALKWAY PAVEMENT MARKINGS. 4" WHITE STRIPES AT 45Â° TYP. ANGLES SPACED 18" APART. 4 1-3 4-3 PROVIDE LOADING / UNLOADING AREA PAVEMENT MARKINGS. 6" WHITE STRIPES AT 45Â° ANGLES SPACED 2' APART. 9' TYP. 3 4-4 PROVIDE WHITE PAINTED STOP LINE PER WSDOT STANDARD PLAN M-24.60-04. 2-1 4-5 PROVIDE ACCESSIBLE PARKING STALLS PER WSDOT STANDARD PLAN M-17.10-02 FOR TWO ACCESSIBLE STALLS (90Â° PARKING STALL ARRANGEMENT). 4-6 PROVIDE STOP SIGN. SEE TYPICAL STOP SIGN DETAIL ON SHEET C-505. 19' 24' 4' 20' 4-7 PROVIDE WHITE PAINTED TYPE 1S TRAFFIC ARROW PER WSDOT STANDARD PLAN 4' TYP. MANUFACTURING WAREHOUSE M-24-40-02. 65.1' 25.41' TYP 30,000 SQFT 2-3 5-1 PROVIDE CONCRETE FILLED BOLLARDS. SEE CONCRETE FILLED BOLLARD DETAIL ON SHEET C-504. 19.02' EXISTING BUILDING 5 VARIES 3.5' TO REMAIN 5-2 PROVIDE CMU WALL DUMPSTER ENCLOSURE. SEE DUMPSTER ENCLOSURE DETAIL 4-2 ON SHEET C-504. 24' SITE DATA: 2' TYP TAX PARCEL NO.: 31051500401200 SITE ADDRESS: 5915 192ND STREET NE A N0Â°16'11"E - 329.13' 2-2 CITY/STATE: ARLINGTON, WA 98233 C R/W LINE 18' COA ZONING: GI (GENERAL INDUSTRIAL) 2-2 100' TOTAL SITE AREA: 2.32 AC (101,164 SF) FEMA FLOOD ZONE: ZONE X 2-1 22' N0Â°16'18"E - 325.29' REQ'D BUILDING SETBACK (ARTERIAL ROADS): 25 FEET REQ'D BUILDING SETBACK (INTERIOR LOT): 5 FEET 59TH AVENUE MAXIMUM BUILDING HEIGHT: 50 FEET MAXIMUM LOT COVERAGE: 100% EXISTING SITE 4-7 TOTAL BUILDING AREA: 31,516 SF (21,316 SF TO BE DEMOLISHED) 37' 4-1 TYP. TOTAL PAVED AREA: 6,155 SF TOTAL GRAVEL AREA: 44,162 SF TYP. TOTAL IMPERVIOUS AREA: 81,833 SF 6 TOTAL PERVIOUS AREA: 19,331 SF LOT COVERAGE: 31% N: 429741.8808 19' PROPOSED SITE 5' E: 1319035.0964 5' NEW WAREHOUSE FACILITY TOTAL BUILDING AREA: 40,476 SF 8' TOTAL ONSITE PAVED AREA: 34,454 SF 5915 192ND ST NE A, ARLINGTON, WA, 98233 N: 429741.8808 E: 1318885.0964 6.5' TOTAL IMPERVIOUS AREA: 74,930 SF GLOBAL MACHINE WORKS, INC. 16.5' 6' 8' TOTAL OFFSITE IMPERVIOUS AREA: 14,195 SF 4' TOTAL PERVIOUS AREA ONSITE: 26,237 SF 2-5 8' RY MC B 68' 26' TOTAL PERVIOUS AREA OFFSITE: 12,553 SF AR WA LE N: 429725.3808 LOT COVERAGE: 40% T H OF SHING NO N: 429725.3808 4-5 R TE TO N 60.32' E: 1318979.0964 R 5' E TA N E: 1318953.0964 PARKING PROVIDED (POV): 45 B S J R PARKING PROVIDED (ADA): 2 O R EXISTING P R R E PUD VAULT O R 48560 D E E TBM 134-36-1 F G E N IST R I 24' LEGAL DESCRIPTION: E E G N. BOLT TOP FLANGE SS N I E ON ELEV.=143.88 1-4 AL TYP. 4-6 THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF 4-4 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM MORE PARTICULARLY DESCRIBED AS FOLLOWS: ARCH/ENGR OF RECORD N89Â°23'58"E - 309.59' ROBERT H. MCLENON JR. COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION TYP. 4-4 R 35' 8' 4-4 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, WM; THENCE NORTH 4Â° 00' 06" WEST ALONG WA PE 48560 R 13' 4-6 THE WEST LINE OF SAID SUBDIVISION A DISTANCE OF 1380.59 FEET; THENCE NORTH 85Â° R 25' 07' 34" EAST A DISTANCE OF 5.00 FEET TO THE POINT OF INTERSECTION OF THE NORTH DESIGNED BY TYP. 10' TYP. 2' TYP BOUNDARY OF 192ND STREET NORTHEAST, A 70 FOOT WIDE ROAD, AND THE EAST LUNA 3-1 BOUNDARY 59TH AVENUE NORTHEAST, A 65 FOOT WIDE ROAD AND THE TRUE POINT OF BEGINNING; THENCE CONTINUE NORTH 85Â° 07' 34" EAST ALONG THE NORTH MARGIN OF DRAWN BY LUNA N: 429663.8815 N: 429664.2585 N: 429664.2072 N: 429663.8694 192ND STREET NORTHEAST A DISTANCE OF 309.59 FEET; THENCE NORTH 4Â° 00' 06" WEST E: 1319032.1178 E: 1319107.2540 E: 1319142.9005 E: 1319239.6286 A DISTANCE OF 325.28 FEET; THENCE SOUTH 85Â° 07' 34" WEST A DISTANCE OF 64.55 FEET; PROJECT NUMBER THENCE SOUTH 86Â° 01' 32" WEST A DISTANCE OF 245.01 FEET TO THE EAST MARGIN OF C07568.001/C121 SITE PLAN.DWG 69.98' 59TH AVENUE NORTHEAST; THENCE SOUTH 4Â° 00' 06" EAST ALONG SAID EAST MARGIN A DISTANCE OF 329.13 FEET TO THE TRUE POINT OF BEGINNING. DATE A SUBJECT TO AND TOGETHER WITH ALL EASEMENTS, COVENANTS, CONDITIONS, 12/14/18 192ND STREET RESERVATIONS, AND RESTRICTIONS OF RECORD, IF ANY. TITLE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SITE PLAN CONSTRUCTION DRAWING APPROVAL SOURCE: CASCADE SURVEYING & ENGINEERING, INC. THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. 0 10' 20' 40' 60' R/W LINE BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. SITE PLAN SCALE: 1" = 20' DATE:________________________________________ N THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C121 SITE PLAN.DWG 6/3/2019 12:15 PM 1"=20' C-121 1 2 3 4 5 6 CIVIL KEYNOTES: 2-1 PROVIDE 5" STORZ FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET C-501. 2-3 PROVIDE VALVE AND BOX PER COA STANDARD DETAIL W-190. 2-5 PROVIDE 2" HDPE, DOMESTIC WATER. www.brph.com Copyright Â© 2018 2-6 20' FIRELINE UTILITY EASEMENT. Architects Engineers, Inc. 2-7 NOT USED. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 REMOVE EXISTING 2-8 CONNECT TO EXISTING 1 1/2" WATER METER. 425-921-3500 E METER & CAP LINE 2-9 PROVIDE 10" x 10" x 6" STEEL FABRICATED EPOXY COATED WET TAPPING SLEEVE Offices in Melbourne, Orlando, Atlanta, PER COA STANDARD DETAIL W-200. Boca Raton, Lynnwood, and Charleston 2-10 PROVIDE 6" RESILIENT SEATED GATE VALVE AND VALVE BOX WITH A CONCRETE Board of Architecture License No. 603235512 PAD PER COA STANDARD DETAIL W-190 AND W-220.. Board of Professional Engineers License No.3137 28' These plans are protected by Federal Copyright 2-11 PROVIDE 10" x 6" REDUCER. protection. Unauthorized use may result in an infringement action. 2-12 FIRE RISER PER DETAIL ON SHEET C-501. SEE FIRE PROTECTION DRAWINGS FOR CONTINUATION. 27' 2-13 PROVIDE DOMESTIC WATER LINE TO 12" ABOVE FINISHED FLOOR ELEVATION. SEE ISSUE FOR PERMIT PLUMBING FOR CONTINUATION. DOCUMENT HISTORY 3-1 CONNECT TO EXISTING SANITARY SEWER MONITORING WELL, INVERT 134.13. REV DATE DESCRIPTION 3-2 PROVIDE SEWER CLEANOUT PER COA STANDARD DETAIL SS-080 FOR UNPAVED 1 5/30/2019 CONSTRUCTION REVIEW AREAS. 3-3 PROVIDE 6" SIDE SEWER STUB PER COA STANDARD DETAIL SS-090. CONNECT TO EXISTING 10" PVC SEWER MAIN USING A ROMAC STYLE CB TAPPING SADDLE PER COA DETAIL SS-100. 3-4 SEE PLUMBING DRAWINGS FOR CONTINUATION. 3-5 20' SANITARY SEWER UTILITY EASEMENT. D 4-1 2-LB NATURAL GAS LINE. TO BE FURNISHED BY CASCADE NATURAL GAS. 4-2 GAS METER. TO BE FURNISHED BY CASCADE NATURAL GAS. 8" PVC SANITARY SEWER - GRAVITY 8" DI WATER R/W LINE C 59TH AVENUE 2-1 2-10 26 LF 6" DIP 2-12 23 LF 6" DIP FW 2-9 2-13 2-6 3-4 INV. 135.17 NEW WAREHOUSE FACILITY 10" DI WATER 5915 192ND ST NE A, ARLINGTON, WA, 98233 4-2 GLOBAL MACHINE WORKS, INC. 2" HDPE DW 10 LF 6" PVC @ 2.00% SS-1 CO B 3-2 N: 429726.8808 ARRY MCL E: 1318900.7842 WA E 4-1 RIM: 137.34 T H OF SHING NO R TE TO N N INV: 134.97 E TA N S INV: 134.91 B S JR O R P R R E R 48560 E O E D F G E N IST R I E E G S N 46 LF 6" PVC @ 1.68% S E I ON 2-8 3-1 AL 3-5 INV. 134.13 ARCH/ENGR OF RECORD S ROBERT H. MCLENON JR. WA PE 48560 10" PVC SANITARY SEWER - GRAVITY DESIGNED BY LUNA DRAWN BY 8" DI SANITARY SEWER - FORCE LUNA CONSTRUCTION DRAWING APPROVAL PROJECT NUMBER THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE C07568.001/C161 UTILITY PLAN.DWG CONDITIONS ON THE TITLE SHEET. DATE BY:__________________________________________ A 192ND STREET CITY ENGINEER. CITY OF ARLINGTON 12/14/18 TITLE DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS UTILITY PLAN 10" DI WATER 0 10' 20' 40' 60' R/W LINE SCALE: 1" = 20' UTILITY PLAN DRAWING NO. N 1"=20' P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C161 UTILITY PLAN.DWG 6/3/2019 12:25 PM C-161 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 HORIZONTAL CLEARANCES Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 425-921-3500 E CABLE 5' Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston GAS 5' Board of Architecture License No. 603235512 POWER 5' Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright STORM DRAIN 5' protection. Unauthorized use may result in an infringement action. TELEPHONE, FIBER OPTIC 5' ISSUE FOR PERMIT WATER 10' DOCUMENT HISTORY REV DATE DESCRIPTION VERTICAL CLEARANCES 1 5/30/2019 CONSTRUCTION REVIEW CABLE 1' GAS 1' POWER 1' D STORM DRAIN 0.5' TELEPHONE, FIBER OPTIC 1' WATER 1.5' WATER MAIN CLEARANCES COORDINATE DISTANCE WAFER CHECK VALVE WITH BUILDING CONTRACTOR THREADED NIPPLE 5" STORZ CONNECTION SEE FIRE PROTECTION 30 DEGREE FIXED (NON-SWIVEL) C FOR CONTINUATION W/ CAP SECURED W/ CHAIN MODEL 6628 (6") OR EQUAL DI OR STEEL PIPE BUILDING EXTERIOR WALL SLEEVE SEAL 5' MIN. WATERTIGHT 12" FLOOR GRADE 36" TO 42" AMES SERIES IBR STAINLESS STABILIZE PIPE WITH STEEL IN-BUILDING RISER 2' X 2' X 6" CONC. PAD (SEE PLAN FOR PIPE STRUCTURAL DIAMETER) FINISHED GRADE FOOTING 2' BITUMINOUS COATING APPLIED TO GALVANIZED NEW WAREHOUSE FACILITY 3 OPTIONAL: 5915 192ND ST NE A, ARLINGTON, WA, 98233 MINIMUM 4" (HOT DIP) GALV. 2' GLOBAL MACHINE WORKS, INC. 3'-0" RODS WITH BITUMINOUS COATING 2' 1/2 ECOLOGY BLOCK 1925# BELOWFINISHEDGRADE MIN. IN LIEU OF THRUST ON BOLTS AND NUTS. 12" MIN. BLOCK. NOTE: ECOLOGY BLOCK MUST BE PLACED AGAINST UNDISTURBED B 2' OPTIONAL: EARTH. DO NOT OVER RY MCL 1/2 ECOLOGY BLOCK 1925# AR E EXCAVATE. H OF WASHIN N MIN. IN LIEU OF THRUST T G O TE T N BLOCK. NOTE: ECOLOGY R O TO SYSTEM FIELD LOK GASKETS / MEGALUG A N E T BLOCK MUST BE PLACED REQUIRED ON ALL JOINTS FROM VALVE S J THRUST BLOCKING B AGAINST UNDISTURBED TO 90Â° BEND O R INTERGRAL COUPLER SEE COA STANDARD EARTH. DO NOT OVER R SEE COA STANDARD DETAIL W-220 FOR DETAIL W-160 P R EXCAVATE. R E CONTINUATION O R 48560 D E F EG E N DEADMAN THRUST BLOCKING E ISTER I RESTRAINT SS NG SEE COA STANDARD IONAL E DETAIL W-160 NOTE: BUILDING WALL AND FOUNDATION ARE SHOWN SCHEMATICALLY. SEE STRUCTURAL FOR TAPPING SLEEVE, SEE ABOVE. SPRING LOADED BALL MECHANISM TO BE ACTUAL CONFIGURATION. LOCATED ON THE BOTTOM OF PIPE OR 90Â° BEND @ LOWEST POINT. PROVIDE CLEAN GRAVEL WRAPPED IN FILTER ARCH/ENGR OF RECORD FABRIC (FX55, OR EQUAL) FIRE RISER ROBERT H. MCLENON JR. WA PE 48560 FIRE DEPARTMENT CONNECTION DESIGNED BY LUNA DRAWN BY LUNA PROJECT NUMBER C07568.001/C-501 UTILITY DETAILS DATE A 12/14/18 TITLE UTILITY DETAILS CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501DETAILS.DWG5/31/2019 8:15 AM C-501 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. ISSUE FOR PERMIT DOCUMENT HISTORY REV DATE DESCRIPTION 1 5/30/2019 CONSTRUCTION REVIEW D HORIZONTAL CLEARANCES CABLE 5' C GAS 5' POWER 10' STORM DRAIN 5' TELEPHONE, FIBER OPTIC 10' WATER 10' VERTICAL CLEARANCES CABLE 1' NEW WAREHOUSE FACILITY GAS 1' 5915 192ND ST NE A, ARLINGTON, WA, 98233GLOBAL MACHINE WORKS, INC. POWER 1' STORM DRAIN 1' B ARRY MCL E H OF WASHIN NO T E GT T O N TELEPHONE, FIBER OPTIC 1' R A N E T S J B O R R WATER 1.5' P R R E O R 48560 D E F EG E N E ISTER I SS NG IONAL E SANITARY SEWER CLEARANCES ARCH/ENGR OF RECORD ROBERT H. MCLENON JR. WA PE 48560 DESIGNED BY LUNA DRAWN BY LUNA PROJECT NUMBER C07568.001/C-502 UTILITY DETAILS DATE A 12/14/18 TITLE UTILITY DETAILS CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501DETAILS.DWG5/31/2019 8:15 AM C-502 1 2 3 4 5 6 1/4"X1/4" CHAMFERED EDGE, TYP. 3/8"Â±1/16" 3/4"Â±1/4" 1/4"x 1/4" CHAMFERED EDGE, TYP JOINT SEALING FILLER PAVEMENT SURFACE BACKER ROD MATERIAL JOINT SEALING FILLER www.brph.com Copyright Â© 2018 1/8"Â±1/16" PAVEMENT SURFACE Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 1/4T Lynnwood | Washington | 98036 SAWED JOINT FACE T VARIES 1/8" T/4 425-921-3500 E (SEE PLANS) 4" HOT MIX ASPHALT SURFACE COURSE Offices in Melbourne, Orlando, Atlanta, T CONFORMING TO WSDOT STANDARD SPECIFICATION Boca Raton, Lynnwood, and Charleston SECTION 5-04. (2) LIFTS AT 2" EACH. 1 1/8" MIN. 7/8" BACKER ROD MATERIAL 1/8" TO 1/4" SAWCUT Board of Architecture License No. 603235512 3/8" Board of Professional Engineers License No.3137 8" CRUSHED SURFACING BASE COURSE PER SECTION 1 1/8" 9-03.9(3) WSDOT. These plans are protected by Federal Copyright LOCATION OF CONTRACTION protection. Unauthorized use may result in an JOINT PER APPROVED JOINT infringement action. LAYOUT 12" COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM DRY DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). 3/4" PREMOLDED JOINT FILLER ISSUE FOR PERMIT DOCUMENT HISTORY EXPANSION JOINT (EJ) CONTRACTION JOINT (CJ) REV DATE DESCRIPTION HEAVY DUTY ASPHALT PAVEMENT SECTION 1 5/30/2019 CONSTRUCTION REVIEW D 3/8"Â±1/16" 6' 1/4"X1/4" CHAMFERED EDGE, TYP. 2" MIN 12"Â± 3" MAX JOINT SEALING 1/4"Â±1/16" PAVEMENT SURFACE 1/4T SAWED JOINT FACE NO 4 BARS 18" LONG 4" MIN (2 PER GUARD) 1/2" BACKER ROD MATERIAL T/2 3" MIN COVERAGE 3" HOT MIX ASPHALT CLASS 1/2 " SURFACE COURSE. 5" MAX 1 1/8" MIN. T VARIES (2) LIFTS AT 1.5" EACH. 2" MIN3" MAX (SEE PLANS) 3/8" R=2" RUBBED OR CAST 3" MIN 6" CRUSHED SURFACING BASE COURSE PER SECTION C 5" MIN6" MAX 3/4"Ã˜ x 18" SMOOTH DOWEL COVERAGE 9-03.9(3) WSDOT. GREASE ONE END OF DOWEL @ 12" CTR GREASE ONE END 1/4" PITCH OPTIONAL (DRILL AND EPOXY FOR EXISTING 12" COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM 8" MIN CONCRETE) DRY DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). 9" MAX 5/8" OR 3/4" HOLES SECOND POUR FIRST POUR OR EXISTING 2" MIN3" MAX CONCRETE WHEEL STOP DOWELED CONSTRUCTION JOINT (DJ) MEDIUM DUTY ASPHALT PAVEMENT SECTION WHEEL STOP NEW WAREHOUSE FACILITY 5915 192ND ST NE A, ARLINGTON, WA, 98233GLOBAL MACHINE WORKS, INC. 1/4"X1/4" CHAMFERED EDGE, TYP. NON-REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT. B MIN 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS RY MC AR LE 1/2" Â±1/4" H OF WASHIN N G O T E T T O N R CRUSHED SURFACING BASE COURSE PER SECTION 9-03.9(3) A N E T S J WSDOT. B POURED JOINT SEALANT O R R BROOM FINISH COMPACTED SUBGRADE TO A MINIMUM 95% MAXIMUM DRY P R R E PAVING SEE PLAN DENSITY, MODIFIED PROCTOR TEST (ASTM D-1557). O R 48560 D E PAVEMENT SURFACE F EG E N SLAB SEE PLAN E ISTER I SS NG 1/8" Â± 1/16" IONAL E 6" ARCH/ENGR OF RECORD 2' ROBERT H. MCLENON JR. WA PE 48560 1/2" 1 BACKER MATERIAL DESIGNED BY 1 COMPACTED SUBGRADE 6" LUNA INITIAL SAWCUT (1/8") OR INSERT DRAWN BY SEE STRUCTURAL FOR FOUNDATION LUNA 3" CLR2" CLR SIZE & REINFORCING 6" PROJECT NUMBER 12" C07568.001/C-503 SITE DETAILS 2' - 2" NOTE: USE AT DOOR OPENINGS. DATE A 12/14/18 TITLE DOWELED EXPANSION JOINT (E1) SITE DETAILS CONCRETE PAVEMENT CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501DETAILS.DWG5/31/2019 8:15 AM C-503 1 2 3 4 5 6 IN UNPAVED AREAS IN PAVED AREAS ROUND OFF CONCRETE TO PREVENT STANDING WATER www.brph.com Copyright Â© 2018 6"Ã˜ SCH 40 GALV PIPE Architects Engineers, Inc. FILL WITH CONCRETE 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston CANOPY DRIP LINE DEFINES PAINT SAFETY YELLOW TREE & VEGETATION Board of Architecture License No. 603235512 PROTECTION AREA 4'-0" Board of Professional Engineers License No.3137 TREE PROTECTION FENCING NOTES These plans are protected by Federal Copyright protection. Unauthorized use may result in an 1. CHAIN LINK, WIRE MESH, OR SIMILAR infringement action. OPEN RIGID MATERIAL (NO PLYWOOD) 2. MUST BE INSTALLED PRIOR TO GRADE 3/4" PAVEMENT DEMOLITION OR GROUND DISTURBANCE 3. KEPT IN PLACE FOR THE DURATION OF ISSUE FOR PERMIT CONSTRUCTION 4. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA: DOCUMENT HISTORY MATERIAL STORAGE / STOCKPILING, EXPANSION JOINT REV DATE DESCRIPTION PARKING, EXCAVATION, DUMPING, OR WASHING 1 5/30/2019 CONSTRUCTION REVIEW 5. IF ROOTS GREATER THAN 2 INCHES ARE REQUIRED FOUND OUTSIDE OF FENCING, PROTECT FENCING NY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP 4' CONC 4,000 PSI MOIST MIN 6. USE 2 INCHES OR DEEPER WOOD CHIP 4'-0" MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS TREE FENCING AROUND D ENTIRE DRIP LINE 18" TREE PROTECTION CONCRETE FILLED BOLLARDS BOND BEAM W/ (2) #5xCONT R/W CLEAR ZONE C 6' 8" CMU REINF 8' W/ #5 VERT @ 1.5" ASPHALT WALKWAY 5' 5' VARIES EX. ASPHALT ROAD 24" OC 2" x 2" HOT DIPPED GALVANIZED ALL-PUNCHED SQUARE POST GROUT ALL 7' CELLS SOLID 25' CLEAR ZONE 1% BELOW GRADE PAVEMENT A A 3" COMP DEPTH ACP DUMPSTER ENCLOSURE FINISHED GRADE 14' CONCRETE-FILLED BOLLARD. DOWELS MATCHING SIZE 2' SEE DETAIL ON THIS SHEET. NEW WAREHOUSE FACILITY LAP & SPACING OF SPLICE NOTES 5915 192ND ST NE A, ARLINGTON, WA, 98233 WALL REINF CONT WALL FTG 1' GLOBAL MACHINE WORKS, INC. 1. SEE MAC ENGINEERING DRAWINGS FOR BIORETENTION SWALE DETAILS. (5) #5xCONT LW 3000 PSI CONC 3' MIN. & #5 @ 12" OC 3' 6' 6' 3' SW 1' - 4" 2' MIN. RY MC B 8" 8" AR WA LE 4' - 8" 18' T H OF SHING NO 6" DIA. R TE TO N A N E T A - A B S JR O PLAN NOTES: R ELEVATION 1. SIGN REFLECTIVE SPECIFICATION: 3M HIGH INTENSITY OR EQUALALENT. P ER R R 48560 E O E D F G E N IST R I E E G S N S E I ON AL DUMPSTER ENCLOSURE FRONTAGE IMPROVEMENTS HANDICAP SIGN DETAIL ARCH/ENGR OF RECORD ROBERT H. MCLENON JR. WA PE 48560 DESIGNED BY LUNA DRAWN BY LUNA PROJECT NUMBER C07568.001/C-504 SITE DETAILS DATE A 12/14/18 TITLE SITE DETAILS CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501 DETAILS.DWG 6/3/2019 12:27 PM C-504 1 2 3 4 5 6 www.brph.com Copyright Â© 2018 Architects Engineers, Inc. 19020 33rd Ave. W. | Suite 530 Lynnwood | Washington | 98036 E 425-921-3500 Offices in Melbourne, Orlando, Atlanta, Boca Raton, Lynnwood, and Charleston Board of Architecture License No. 603235512 Board of Professional Engineers License No.3137 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. ISSUE FOR PERMIT SEE LAYOUT PLAN FOR WIDTHS DOCUMENT HISTORY FINISH GRADE/SOD 1/2" BELOW SIDEWALK FINISH GRADE REV DATE DESCRIPTION 4" THICK, 4,000 PSI 1 5/30/2019 CONSTRUCTION REVIEW CONCRETE WITH AIR ENTRAINMENT (MIN 4.5% - MAX 6.5%). BROOM FINISH. 1% MIN 2% MAX 2" CRUSHED SURFACING TOP COURSE, COMPACTED TO 95% MODIFIED PROCTOR D DRY DENSITY (ASTM D 1557). 8" SUBGRADE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY (ASTM D 1557) . NOTES: 1. PROVIDE EXPANSION JOINTS AT 30' O.C. FINAL SPACING DETERMINATION SHALL BE DECIDED BY THE INSPECTOR IN THE FIELD. 2. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. 3. JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. TYPICAL SIDEWALK TYPICAL STOP SIGN 12 EQUAL SPACES 6 EQUAL SPACES 2' 13.6' (TYP) TYP C CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ CJ DJ E1 CJ EJ EJ 2 EQUAL SPACES CJ EJ CJ CJ 2 EQUAL SPACES CJ DUMPSTER ENCLOSURE EJ NEW WAREHOUSE FACILITY DJ 5915 192ND ST NE A, ARLINGTON, WA, 98233GLOBAL MACHINE WORKS, INC. CJ DJ B CJ ARRY MCLE H OF WASHIN NO CJ EJ T E GT T O N R DJ A N DJ E T S J B E1 O R 10 EQUAL SPACES CJ R P R R E 9' (TYP) O R 48560 D E 11' (TYP) F EG E N DJ E ISTER I SS NG EJ IONAL E CJ DJ ARCH/ENGR OF RECORD 10' (TYP) ROBERT H. MCLENON JR. WA PE 48560 DESIGNED BY LUNA NOTES: 1. JOINT E1 TO BE USED AT OVERHEAD DOOR LOCATIONS. DRAWN BY LUNA PROJECT NUMBER C07568.001/C-505 SITE DETAILS JOINTING PLAN DATE A 12/14/18 TITLE SITE DETAILS CONSTRUCTION DRAWING APPROVAL THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. BY:__________________________________________ CITY ENGINEER. CITY OF ARLINGTON DRAWING NO. DATE:________________________________________ THIS APPROVAL IS VALID FOR 18 MONTHS P:\C07568.001.00 - GLOBAL MACHINE WORKS - NEW WAREHOUSE FAC\SHEETS\C501DETAILS.DWG5/31/2019 8:15 AM C-505 1 2 3 4 5 6 SHEET LIST Global Machine Works, Inc. L-1 COVERSHEET, AND NOTES L-2 PLANTING PLAN LANDSCAPE PLAN GENERAL NOTES SOIL NOTES Landscape Statistics 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN SUPERVISION OF A QUALIFIED FOREMAN. LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS PARKING LOT LANDSCAPE REPRESENTATIVE. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, Area of Parking 18,911 SF AMERICAN STANDARD FOR NURSERY STOCK, MOST CURRENT VERSION. 2. SITE TOPSOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS LARGER THAN 1" 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE Shade Required FIELD BY THE LANDSCAPE CONTRACTOR. 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 3,782 SF (.20 x SF) UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE Shade Provided 3,798 SF as shown HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND IMPORTED 3-WAY TOPSOIL. WEED ROOTS. 5. TOPSOIL DEPTHS 5. SEE NOTES THIS SET FOR TOPSOIL DEPTH AND SPECIFICATION. 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 6" IN ALL LANDSCAPE BED 6. SEE SPEC THIS SET FOR BIOFILTRATION SOIL MIX. BIOFILTRATION SOIL MIX TO BE PLACED AT A MINIMUM AREAS AND TILLED INTO EXISTING SUBGRADE. 2" caliper approved tree provided DEPTH OF 12" IN THE BOTTOM OF THE BIOFILTRATION AREA. STREET FRONTAGE 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE-PIT AREAS. SEE every 30' o.c. required per code. 7. FINE BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2 INCHES. DETAIL THIS PAGE. 8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE 5.3. LAWN / GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 6. IN ALL INSTANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO EXISTING GRADE. 9. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING. 12. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNERS REPRESENTATIVE. 13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. 15. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 16. BOULDERS FOUND ON SITE MAY BE USED. FOUND BOULDER TO BE APPROVED BY OWNERS REP. 17. PLANTING PLAN WILL HAVE AN AUTOMATED IRRIGATION SYSTEM. 18. BASEMAP PROVIDED BY MAC ENGINEERING, INC, ARLINGTON WA. SHADE CALCULATION PLAN 1" = 50'-0" (CHECK SCALE BAR FOR ACCURACY) (see plans for range of sizes) LIVING GROUNDCOVER or 6" DEPTH OF COBBLE AROUND COLUMNS 84" MAX ABOVE GRADE - medium diameter (front) 60" MAX ABOVE GRADE - mini diameter (near etrance) PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. FERTILIZE ALL PLANTS WITH GROUNDCOVER PLANT. CUTBACK, PULL OUT AND DISTURB ALL APPROVED STARTER FERTILIZER SEE PLANT LIST RD CIRCLING ROOTS FROM ANY CONTAINER APPLIED AT MANUFACTURER'S GUYING APPARATUS: 1 3 GROWN PLANTS BARK MULCH SUGGESTED RATES HEAVY DUTY POLY CHAIN LOCK SCARIFY ROOTBALL OF BELOW GRADE 16" MIN CONTAINER-GROWN PLANTS. 8 FOOT, 2" ROUND TREE STAKES TO BE VERTICAL, TOPSOIL DEPTH AND PRIOR TO BACKFILLING LODGEPOLE PINE STAKES, TYPE AS SPECIFIED 2" DEPTH BARK MULCH PARALLEL, EVEN-TOPPED, 2 PER TREE UNSCARRED AND DRIVEN INTO 4" WATERING BASIN UNDISTURBED SUBGRADE 2" DEPTH BARK MULCH EXISTING MULCH SUBGRADE SURROUNDING PLANT RD OF EXPOSED HEIGHT) SECTION FERTILIZE ALL TREES WITH 4" WATERING BASIN 1 ( 3 FINISH GRADE APPROVED STARTER FERTILIZER SURROUNDING TREE APPLIED AT MANUFACTURER'S CONCRETE FOOTING; SUGGESTED RATES FINISH GRADE 4" CLEAR ALL SIDES COMPLETELY REMOVE ALL PLANT TREE 1/2" HIGHER THAN BURLAP, GROWBAG, STRING EQUAL GROUNDCOVER PLANT AND FOREIGN MATERIALS DEPTH GROWN AT NURSERY. DISTANCE SPACING AS INDICATED FROM THE ROOT BALL. COMPLETELY REMOVE ALL ON PLANT LIST (TYPICAL) BURLAP, GROWBAG, STRING NOTES: 12"MIN. AND FOREIGN MATERIALS FROM DISTANCE THE ROOT BALL. 1. DEPTH OF BURY FROM TOP OF FOOTING, NOT INCLUSIVE OF MULCH. EDGE OF PLANTER EQUAL PLANTING BACKFILL 2. FINAL PLACEMENT TO BE VERIFIED BY OWNER. PLANTING BACKFILL MIX 60Â° SCARIFY PLANTING PIT WALLS 3. AVAILABLE AT COVERALL STONE, SEATTLE WA. EQUAL DISTANCE EXISTING SUBGRADE EXISTING SUBGRADE 2 TIMES ROOTBALL DIA. SET ROOTBALL ON MOUND OF 1/2 DISTANCE COMPACTED PLANTING BACKFILL MIX SCARIFY PLANTING 1.5 - 2 TIMES ROOT PIT WALLS 2 BASALT ACCENT FEATURES PLAN BALL DIAMETER SET ROOTBALL ON MOUND OF COMPACTED PLANTING L-1 NO SCALE 4 TIMES ROOT BALL DIAMETER BACKFILL MIX 1 TYPICAL PLANTING DETAILS one inch L-1 NO SCALE 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 11.19.18 SCALES: WASHINGTON Global Machine Works Axthelm Construction Landscape Architecture and Planning REGISTERED HORIZONTAL : 1" = 20' DRAWING: 1810land 3610 Cedardale Rc Mount Vernon, WA 98273 Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1810 p. 360.424.6848 f. 800.508.2017 192nd Street www.eccosdesign.com DESIGNED: PD .PLANTING PLAN. SHEET: PATRIK DYLAN DRAWN: PD L-1 contact: Alan Perkes eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD CNwac RSra PLANTING LEGEND Trees Symbol | Num | Species Common Name Abbrev. | Planting Size 4 Acer circinatum Vine Maple ACvm 5' min 2 Acer palmatum 'Bloodgood' Japanese Maple 'Bloodgood' ACEBLOA 2 in. cal PPrv BIORETENTION SOIL MIX IN TREATMENT FAGapa 9 Acer rubrum 'Karpick' Karpick Red Maple ARkrm 2 in. cal SWALE; SEE CIVIL FOR EXTENTS AND SPECIFICATION VDdv EIGHT (8) 2 -4 MAN ROCKS ON EDGE OF WASHED STONE FIELD 8 Cercidiphyllum japonicum Katsura Tree Cej 2 in. cal 2 Fraxinus americana 'Junginger' Autumn Purple Ash FAGapa 2 in. cal 7 Parrotia persica 'Ruby Vase' Ruby Vase Ironwood PPrv 2 in. cal ACEBLOA Conifer Symbol | Num | Species Common Name Abbrev. | Planting Size 6 Chamaecyparis nootkatensis 'Green Weeping Alaska Cedar CNwac 8' - 10' Cej Arrow' 3 Thuja standishii x plicata Green Giant Cedar TSPgg 6' min Shrubs Symbol | Num | Species Common Name Abbrev. | Container Size 9 Berberis thunbergii 'Crimson Pygmy' Dwarf Purple-leaf Barberry BTplb #2 10 Chamaecyparis obtusa 'Gracilis' Slender Hinoki Cypress COGshc #5 12 Cornus sanguinea 'Midwinter Fire' Bloodtwig Dogwood CORSAMF #2 PPrv 8 Cornus stolonifera 'Farrow' Arctic Fire red-twig dogwood CSFafrd #2 21 Cornus stolonifera 'Kelseyi' Red Osier Dogwood 'Kelseyi' CSkel #2 2 Hydrangea macrophylla 'Mariesii' Lacecap Hydrangea HYDMAMAR #5 PlOL 7 Ilex crenata â€˜Mariesiiâ€™ Columnar Holly ICMch #2 CORSAMF 30 Nandina domestica 'Moon Bay' Dwarf Heavenly Bamboo NDmb #2 25 Pieris japonica 'Bisbee Dwarf' Dwarf Bisbee Pieris PJBdbp #2 COGshc 25 Prunus laurocerasus 'Otto Luyken' Cherry Laurel 'Otto Luyken' PlOL #2 5 Rhododendron schlippenbachii Royal Azalea RSra #2 5 Spiraea japonica 'Magic Carpet' SPIJAMAC #2 20 Viburnum davidii David's Viburnum VDdv #2 6 Viburnum plicatum 'Watanabe' Doublefile Viburnum VIBPLWA #5 Perennials Symbol | Num | Species Common Name Abbrev. | Container Size BTplb 15 Bergenia cordifolia 'Purpurea' Elephant's Ears 'Purpurea' BcP #1 32 Carex fortunei 'Frosted Curls' Frosted Curls Carex CFfc #1 LAhl 10 Helictotrichon sempervirens Blue Oat Grass HELSEMA #1 5 Helleborus orientalis Lenten Rose HELLOR #1 18 Hemerocallis 'Stella de Oro' Daylily 'Stella de Oro' HEMDORA #1 5 Lavandula angustifolia 'Hidcote' Hidcote Lavendar LAhl #1 12 Miscanthus sinensis 'Little Kitten' Little Kitten Maiden Grass MISSlk #1 MINI BASALT ACCENT FEATURE 35 Polystichum munitum Sword Fern PMsf #1 6 COLUMNS TOTAL. COLUMNS TO BE 3 TREES UNDER POWERLINE TO BE REMOVED FOOT, 4 FOOT, AND 5 FOOT TALL ABOVE Groundcover GRADE. Symbol | Num | Species Common Name Abbrev. | Container Size 63 Ajuga reptans 'Atropurpurea' Bugle Weed ARbw 4 in. pot LARGE SPRUCE TREES TO REMAIN VIBPLWA CSFafrd 128 Arctostaphylos uva-ursi Kinnikinnick AUken #1 ICMch TSPgg Grass Areas ACvm Symbol | Area | Species Common Name Abbrev. 31760sq. ft Grass - Lawn Seed Mix Turf Grass - locally proven Glsm PJBdbp HELSEMA SPIJAMAC THREE (3) 3 -4 MAN Cej ROCKS ON EDGE OF SIX (3) 2 -4 MAN ROCKS ON EDGE OF Other Landscape Elements WASHED STONE FIELD WASHED STONE FIELD Quantity Symbol Item Comments FUTURE SIGN ARkrm 3 2-4 man landscape boulders, located No scarring or marks from machinery. Boulders to be 13 burried UNDER SEPARATE per plan and set in a 6" deep field of washed rounded drain-rock. PERMIT. POWER 4.0' TO BE BROUGHT 8.0' TO THIS LOCATION. 3 MEDIUM BASALT COLUMNS 6.0' 6 MINI BASALT COLUMNS PER PLAN WASHED ROUNDED ROCK A MIXTURE OF ROUNDED DRAIN-ROCK (75%) AND 4-6" DIAMETER ROUNDED COBBLE (25%) MEDIUM BASALT ACCENT FEATURE 3 COLUMNS TO BE 4 FOOT, 8 FOOT, AND 6 FOOT TALL ABOVE BIORETENTION SOIL MIX IN TREATMENT GRADE. COLUMNS SURROUNDED BY A FIELD OF WASHED SWALE; SEE CIVIL FOR EXTENTS AND SMOOTH STONE. SPECIFICATION PROJECT TO HAVE AUTOMATIC IRRIGATION SYSTEM. POINT OF CONNECTION AND BACKFLOW IN THIS BED PLANTING PLAN 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) one inch 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 11.19.18 SCALES: WASHINGTON Global Machine Works Axthelm Construction Landscape Architecture and Planning REGISTERED HORIZONTAL : 1" = 20' DRAWING: 1810land 3610 Cedardale Rc Mount Vernon, WA 98273 PRELIMINARY Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1810 p. 360.424.6848 f. 800.508.2017 192nd Street www.eccosdesign.com DESIGNED: PD .PLANTING PLAN. SHEET: PATRIK DYLAN DRAWN: PD L-1 contact: Alan Perkes eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Global Machine Works Permit No.: PWD#1695 Review Date: 4/1/2019 Contact: Brent Barker Phone No.: 425-870-8259 Review Phase: Report Date: 12/13/2018 Reviewing Dept.: CED Applicant: Global Machine Works DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH Complete streets Checklist needs to be completed for all sections and resubmitted 2. NEH Plan Set Show Grading quantities 3. NEH Plan Set Need contours 4. NEH Plan Set Stormwater design details must be included in civil plans for site and road 5. NEH Sheet C504 Frontage improvements says bioretention swale by others, this needed to be designed and constructed as part of this project, not by others 6. NEH For turning movements, the vehicle entering must be able to make its movement without encroaching onto the lane of the vehicle exiting and vice versa. 2 of 3 shown an overlap into oncoming traffic. Adjust driveway radius as necessary to ensure no conflict. 7. NEH Plan Set Stormwater plans not included 8. NEH Drainage Basin 6 Minor increase in runoff, show that overall runoff for Report total project does not exceed existing conditions. 9. NEH Plan Set Grading, storm, SWPPP sections of the plans are missing, please provide for comment 10. NEH General DOE General Stormwater Permit is required 11. JL Sewer All on-site septic systems need to be identified and per AMC 13.08.130(a)(2)(E) they shall be disconnected in accordance with health department requirements. All septic tanks will be required to be cleaned and removed with a City of Arlington sewer inspector present. 12. JL Sewer Unable to review, sewer plan was not submitted 13. GS Water Unable to review, water plan was not submitted Page 1 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Global Machine Works Permit No.: PWD#1695 Review Date: 4/1/2019 Contact: Brent Barker Phone No.: 425-870-8259 Review Phase: Report Date: 12/13/2018 Reviewing Dept.: CED Applicant: Global Machine Works DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 14. LP Sheets submitted G001-G003; C001; C121; C161; C501-C505; and Turning movements. When resubmitting full plan sets are required. 15. LP Construction Add public stormwater trench on 192nd Street to Cost Public Improvements Worksheet 16. LP Easements Show existing and proposed utility easements and dedications Page 2 of 2 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Global Machine Works Permit No.: PWD#1695 Review Date: 5/20/2019 Contact: Brent Barker Phone No.: 425-870-8259 Review Phase: 2 Report Date: 12/13/2018 Reviewing Dept.: CED Applicant: Global Machine Works DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH Complete streets Checklist needs to be completed for 5/9/2019 all sections and resubmitted 2. NEH Plan Set Show Grading quantities 5/9/2019 3. NEH Plan Set Need contours Contours still needed (Existing and proposed) 4. NEH Plan Set Stormwater design details must be included in civil 5/9/2019 plans for site and road 5. NEH Sheet C504 Frontage improvements says bioretention swale by others, this needed to be designed and constructed as part of this project, not by others Still says by others 6. NEH For turning movements, the vehicle entering must be able to make its movement without encroaching onto the lane of the vehicle exiting and vice versa. 2 of 3 shown an overlap into oncoming traffic. Adjust driveway radius as necessary to ensure no conflict. Turning radius for driveways is approved based on directional flow. Signage will need to be added for trucks. Turning movements for alley to the east needs to be demonstrated for trucks. 7. NEH Plan Set Stormwater plans not included 5/9/2019 8. NEH Drainage Basin 6 Minor increase in runoff, show that overall runoff for Report total project does not exceed existing conditions. Revised Report not provided 9. NEH Plan Set Grading, storm, SWPPP sections of the plans are 5/9/2019 missing, please provide for comment 10. NEH General DOE General Stormwater Permit is required Not received as of 5/20/2019 Page 1 of 3 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Global Machine Works Permit No.: PWD#1695 Review Date: 5/20/2019 Contact: Brent Barker Phone No.: 425-870-8259 Review Phase: 2 Report Date: 12/13/2018 Reviewing Dept.: CED Applicant: Global Machine Works DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 11. JL Sewer All on-site septic systems need to be identified and per 5/9/2019 AMC 13.08.130(a)(2)(E) they shall be disconnected in accordance with health department requirements. All septic tanks will be required to be cleaned and removed with a City of Arlington sewer inspector present. 12. JL Sewer Unable to review, sewer plan was not submitted Romac saddle shall be used 13. GS Water Unable to review, water plan was not submitted See additional comments 14. LP Plan Set Sheets submitted G001-G003; C001; C121; C161; C501-C505; and Turning movements. When resubmitting full plan sets are required. Resubmittal shall include all sheets for civil plans 15. LP Construction Add public stormwater trench on 192nd Street to Cost Public Improvements Worksheet Revision not provided 16. LP Easements Show existing and proposed utility easements and dedications Utility easements not provided on plan (to riser room, monitoring manholes) 17. LP Plan Set Construction Approval Blocks need to be on all sheets (BRPH) 18. NEH Plan Set Plans are not to scale (when a scale is laid on the scale bar, it is off) possibly a printing or coping problem) (both consultants) 19. NEH Plan Set Need to identify the TESC Lead prior to construction 20. NEH Plan Set Bioretention cell #2 must be at least 20' from the existing building Page 2 of 3 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Global Machine Works Permit No.: PWD#1695 Review Date: 5/20/2019 Contact: Brent Barker Phone No.: 425-870-8259 Review Phase: 2 Report Date: 12/13/2018 Reviewing Dept.: CED Applicant: Global Machine Works DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 21. NEH Plan Set Trail shall cross 59th and 192nd - ADA ramps required 22. NEH Plan Set Walkway from trail to front door needed, unless Land use exempted 23. NEH Plan Set Lighting plan needed 24. NEH Plan Set Basis of bearing needed 25. GS Water 0.00 elevations shown on alley road halfway between high point and low point. Elevations needed on Match Existing notes 26. GS Water Per COA Std., 1-3.11 Show an "Expanded" Detail. Including all existing utilities and elevations. Label/List all proposed parts. 27. GS Water The proposed water main extending to the building will need to be one size larger than required building fire line. Line size will be reduced after Domestic Water Service is Tapped & Fire Line Isolation valve is installed 28. GS Water Per COA Std. 4-3.36 Show the 2 Water Services to be Abandoned Page 3 of 3 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved 5/24/2019 Approved DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 05/07/2019 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 Amy Misterek NAME: Bell Anderson Agency, Inc. PHONE (425) 291-5200 FAX (425) 291-5100 (A/C, No, Ext): (A/C, No): 600 SW 39th St, Suite 200 E-MAIL amym@bell-anderson.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # Renton WA 98057 Ohio Security Insurance Company 24082 INSURER A : INSURED The Ohio Casualty Insurance Co. 24074 INSURER B : Axthelm Construction Inc INSURER C : PO Box 2947 INSURER D : INSURER E : Mount Vernon WA 98273 INSURER F : COVERAGES CERTIFICATE NUMBER: CL18122032621 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 COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ DAMAGE TO RENTED 1,000,000 CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $ 15,000 MED EXP (Any one person) $ A BKS58468542 12/31/2018 12/31/2019 1,000,000 PERSONAL & ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO- 2,000,000 POLICY JECT LOC PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY (Per person) $ A OWNED SCHEDULED BAS58468542 12/31/2018 12/31/2019 BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB 1,000,000 OCCUR EACH OCCURRENCE $ B EXCESS LIAB USO58468542 12/31/2018 12/31/2019 1,000,000 CLAIMS-MADE AGGREGATE $ 10,000 DED RETENTION $ $ WORKERS COMPENSATION PER OTH- STATUTE ER AND EMPLOYERS' LIABILITY Y / N 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ A OFFICER/MEMBER EXCLUDED? N / A BKS58468542 - STOP GAP 12/31/2018 12/31/2019 (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The certificate holder is additional insured per the attached endorsement #CG8810 0413, CG8583 0413 & AC8501 0618. Waiver of subrogation per the attached endorsement #CG8810 0413 & AC8501 0618. Primary & non-contributory coverage per the attached endorsement #CG8810 0413 & CG8583 0413 & AC8501 0618. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Arlington ACCORDANCE WITH THE POLICY PROVISIONS. 18204 59th Avenue NE #B AUTHORIZED REPRESENTATIVE Arlington WA 98223 Â© 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY CG 88 70 12 08 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONSTRUCTION PROJECT(S) - GENERAL AGGREGATE LIMIT (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. For all sums which the insured becomes legally obligated to pay as damages caused by â€œoccurrencesâ€ under Section I â€“ Coverage A - Bodily Injury And Property Damage Liability, and for all medical expenses caused by accidents under Section I â€“ Coverage C Medical Payments, which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. A separate Construction Project General Aggregate Limit applies to each construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of â€œbodily injuryâ€ or â€œproperty damageâ€ included in the â€œproducts-completed operations hazardâ€, and for medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or â€œsuitsâ€ brought; or c. Persons or organizations making claims or bringing â€œsuitsâ€. 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Construction Project General Aggregate Limit for that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Construction Project General Aggregate Limit for any other construction project. 4. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Construction Project General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by â€œoccurrencesâ€ under Section I â€“ Coverage A - Bodily Injury And Property Damage Liability, and for all medical expenses caused by accidents under Section I â€“ Coverage C Medical Payments, which cannot be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Construction Project General Aggregate Limit. C. When coverage for liability arising out of the â€œproducts-completed operations hazardâ€ is provided, any payments for damages because of â€œbodily injuryâ€ or â€œproperty damageâ€ included in the â€œproducts- completed operations hazardâ€ will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit. D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Section III - Limits Of Insurance not otherwise modified by this endorsement shall continue to apply. CG 88 70 12 08 Includes copyrighted material of ISO Properties, Inc., with its permission. Page 1 of 1 COMMERCIAL GENERAL LIABILITY CG 88 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX SUBJECT PAGE NON-OWNED AIRCRAFT 2 NON-OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY â€“ ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenantâ€™s Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS â€“ COVERAGES A AND B 3 ADDITIONAL INSUREDS â€“ BY CONTRACT, AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY â€“ ADDITIONAL INSURED EXTENSION 5 ADDITIONAL INSUREDS â€“ EXTENDED PROTECTION OF YOUR â€œLIMITS OF INSURANCEâ€ 6 WHO IS AN INSURED â€“ INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED â€“ 6 FELLOW EMPLOYEE EXTENSION â€“ MANAGEMENT EMPLOYEES NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US â€“ 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Â© 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 8 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I â€“ Coverage A - Bodily Injury And Property Damage Liability, exclusion g. Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I â€“ Coverage A â€“ Bodily Injury And Property Damage Liability, Subparagraph (2) of exclusion g. Aircraft, Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY â€“ ELEVATORS 1. Under Paragraph 2. Exclusions of Section I â€“ Coverage A â€“ Bodily Injury And Property Damage Liability, Subparagraphs (3), (4) and (6) of exclusion j. Damage To Property do not apply if such â€œproperty damageâ€ results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV â€“ Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenantâ€™s Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (i) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section III â€“ Limits of Insurance. Â© 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 8 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III â€“ Limits Of Insurance. 2. Paragraph 6. under Section III â€“ Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection systems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) - Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I â€“ Coverage C â€“ Medical Payments, Subparagraph (b) of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS â€“ COVERAGES A AND B 1. Under Supplementary Payments â€“ Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or â€œsuitâ€, including actual loss of earnings up to $500 a day because of time off from work. G. ADDITIONAL INSUREDS - BY CONTRACT, AGREEMENT OR PERMIT 1. Paragraph 2. under Section II â€“ Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for â€œbodily injuryâ€, â€œproperty damageâ€ or â€œpersonal and advertising injuryâ€ caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the â€œbodily injuryâ€ or â€œproperty damageâ€ occurs, or the â€œpersonal and advertising injuryâ€ is committed, subsequent to the signing of such written contract or written agreement; or Â© 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 8 b. Premises or facilities rented by you or used by you; or c. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to â€œbodily injuryâ€, â€œproperty damageâ€, or â€œpersonal and advertising injuryâ€ arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to â€œbodily injuryâ€ or â€œproperty damageâ€ included within the â€œcompleted operations hazardâ€. (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a personâ€™s or organizationâ€™s status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a personâ€™s or organizationâ€™s status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any â€œoccurrenceâ€ which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a â€œsuitâ€ by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV â€“ Commercial General Liability Conditions. Â© 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 4 of 8 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I - Coverage A - Bodily Injury And Property Damage Liability: This insurance does not apply to: a. â€œBodily injuryâ€ or â€œproperty damageâ€ arising from the sole negligence of the additional insured. b. â€œBodily injuryâ€ or â€œproperty damageâ€ that occurs prior to you commencing operations at the location where such â€œbodily injuryâ€ or â€œproperty damageâ€ occurs. c. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the â€œoccurrenceâ€ which caused the â€œbodily injuryâ€ or â€œproperty damageâ€, or the offense which caused the â€œpersonal and advertising injuryâ€, involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d. "Bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED â€“ OWNERS, LESSEES OR CONTRACTORS endorsement issued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III â€“ Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV â€“ COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. Â© 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 8 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I. ADDITIONAL INSUREDS - EXTENDED PROTECTION OF YOUR â€œLIMITS OF INSURANCEâ€ This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or â€œsuitâ€ under this insurance to us; b. Tender the defense and indemnity of any claim or â€œsuitâ€ to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III â€“ Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED - INCIDENTAL MEDICAL ERRORS / MALPRACTICE WHO IS AN INSURED - FELLOW EMPLOYEE EXTENSION - MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section II - Who Is An Insured is replaced with the following: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co-"employee" or "volunteer worker" as a consequence of Paragraph (1) (a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing professional health care personnel to others, or if coverage for providing professional health care services is not otherwise excluded by separate endorsement, this provision (Paragraph (d)) does not apply. Â© 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 8 Paragraphs (a) and (b) above do not apply to â€œbodily injuryâ€ or â€œpersonal and advertising injuryâ€ caused by an â€œemployeeâ€ who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the â€œemployeeâ€™sâ€ job responsibilities assigned by you, includes the direct supervision of other â€œemployeesâ€ of yours. However, none of these â€œemployeesâ€ are insureds for â€œbodily injuryâ€ or â€œpersonal and advertising injuryâ€ arising out of their willful conduct, which is defined as the purposeful or willful intent to cause â€œbodily injuryâ€ or â€œpersonal and advertising injuryâ€, or caused in whole or in part by their intoxication by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your â€œemployeeâ€. K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section II - Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV â€“ Commercial General Liability Conditions, the following is added to Condition 6. Representations: Your failure to disclose all hazards or prior â€œoccurrencesâ€ existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior â€œoccurrencesâ€ is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under Section IV â€“ Commercial General Liability Conditions, the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an â€œoccurrenceâ€, offense, claim or â€œsuitâ€ by an agent, servant or â€œemployeeâ€ of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II â€“ Who Is An Insured or a person who has been designated by them to receive reports of â€œoccurrencesâ€, offenses, claims or â€œsuitsâ€ shall have received such notice from the agent, servant or â€œemployeeâ€. N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V â€“ Definitions, Definition 3. is replaced by the following: 3. â€œBodily Injuryâ€ means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. Â© 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 8 P. EXTENDED PROPERTY DAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or â€œproperty damageâ€ resulting from the use of reasonable force to protect persons or property. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US â€“ WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV â€“ Commercial General Liability Conditions, the following is added to Condition 8. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products-completed operations hazard" provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agreement. Â© 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 8 COMMERCIAL GENERAL LIABILITY CG 85 83 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED CONTRACTORS â€“ PRODUCTS/COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2. under Section II â€“ Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract or written agreement. Such person or organization is an additional insured but only with respect to liability for â€œbodily injuryâ€ or â€œproperty damageâ€: 1. Caused by â€œyour workâ€ performed for that additional insured that is the subject of the written contract or written agreement; and 2. Included in the â€œproducts-completed operations hazardâ€. However: a) The insurance afforded to such additional insured only applies to the extent permitted by law; and b) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the â€œbodily injuryâ€ or â€œproperty damageâ€. We have no duty to defend an additional insured under this endorsement until we receive written notice of a â€œsuitâ€ by the additional insured as required in Paragraph b. of Condition 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit under Section IV â€“ Commercial General Liability Conditions. B. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I â€“ Coverage A â€“ Bodily Injury And Property Damage Liability: This insurance does not apply to: 1. â€œBodily injuryâ€ or â€œproperty damageâ€ that occurs prior to you commencing operations at the location where such â€œbodily injuryâ€ or â€œproperty damageâ€ occurs. 2. â€œBodily injuryâ€ or â€œproperty damageâ€ arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failure to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawing and specifications; and b. Supervisory, inspection, architectural or engineering activities. Â© 2013 Liberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 2 C. With respect to the insurance afforded by this endorsement, exclusion l. Damage To Your Work of Paragraph 2. Exclusions under Section I â€“ Coverage A â€“ Bodily Injury And Property Damage Liability is replaced by the following: l. Damage To Your Work â€œProperty damageâ€ to â€œyour workâ€ arising out of it or any part of it and included in the â€œproducts- completed operations hazardâ€. D. With respect to the insurance afforded to these additional insureds, the following is added to Section II â€“ Limits of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declaration. whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. E. With respect to the insurance afforded by this endorsement, Section IV â€“ Commercial General Liability Conditions is amended as follows: 1. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claims Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an â€œoccurrenceâ€ or an offense that may result in a claim or â€œsuitâ€ under this insurance to us; b. Tender the defense and indemnity of any claim or â€œsuitâ€ to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a â€œsuitâ€ by the additional insured. 2. Paragraph 4. of Section IV â€“ Commercial General Liability Conditions is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. Â© 2013 Liberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 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` a ^ b ? c b d ? # @ _ e b f ? d b ` ( g ? h h i j k $ l i & m n ` & o p ( q r S ? ] T 9 4 9 H 4 9 G I @ ] ^ j s jg _ ) m n t u q $ n k & F K c b @ v m _ ` m m m w # x p c m @ ? ^ y ? z ? d b @ _ e b f ? d b 1 = 9 J 3 < E 3 E 2 6 9 E E 1 < H 5 I 3 K F : : F Q 1 < H { | I 3 J F = 5 Q 3 Q 1 : : G 9 6 K F 4 9 U 5 F 5 9 : : F = = U 5 F 9 > F M 3 4 3 E U 9 8 5 F U F Q < 3 E 2 6 F 4 : 3 9 = 3 E 5 F 6 F 8 1 < 9 < 6 F < 3 U 9 > > 1 E 3 < 5 U 1 = 5 I 3 H 4 3 9 5 3 4 F K 5 I 3 { D ] } 9 : 9 < > 3 E 8 3 8 < E 3 4 5 I 3 5 3 4 J = F K 5 I 3 : F 9 < F 4 : 3 9 = 3 5 F Q I 1 > I 5 I 3 E 9 J 9 H 3 E > F M 3 4 3 E U 9 8 5 F U 1 = = 8 2 ~ 3 > 5 9 5 5 I 3 5 1 J 3 F K 5 I 3 U : F = = U : 3 = = 5 I 3 9 J F 8 < 5 F K { $ ] N M 3 4 E 8 3 G 9 6 J 3 < 5 = 9 < E K 1 < 9 < > 1 9 : G 3 < 9 : 5 1 3 = 9 = = F > 1 9 5 3 E Q 1 5 I 5 I F = 3 G 9 6 J 3 < 5 = 9 = F K 5 I 3 E 9 5 3 F K 5 I 3 U : F = = U V l ] 1 < 9 < > 1 9 : G 3 < 9 : 5 1 3 = 1 J G F = 3 E 8 < E 3 4 9 : 3 9 = 3 E 8 3 5 F I 1 H I J 1 : 3 9 H 3 O 3 Â€ > 3 = = 1 M 3 8 = 3 F 4 9 2 < F 4 J 9 : Q 3 9 4 9 < E 5 3 9 4 V k ] Â F = 5 = K F 4 3 Â€ 5 3 < E 3 E Q 9 4 4 9 < 5 1 3 = O Â 4 3 E 1 5 0 1 K 3 ;< = 8 4 9 < > 3 O Â‚ 3 9 : 5 I O Âƒ > > 1 E 3 < 5 F 4 X 1 = 9 2 1 : 1 5 6 ;< = 8 4 9 < > 3 G 8 4 > I 9 = 3 E Q 1 5 I 5 I 3 : F 9 < F 4 : 3 9 = 3 V Â„ ] | 4 9 < = K 3 4 F 4 4 F : : F M 3 4 2 9 : 9 < > 3 = K 4 F J G 4 3 M 1 F 8 = : F 9 < = F 4 : 3 9 = 3 = V & ] 1 < 9 : G 9 6 J 3 < 5 E 8 3 8 < E 3 4 9 U } 9 : : F F < 0 F 9 < U V ) ] | I 3 E F : : 9 4 9 J F 8 < 5 F K 9 < 6 8 < 4 3 G 9 1 4 3 E E 9 J 9 H 3 Q I 1 > I F > > 8 4 4 3 E G 4 1 F 4 5 F 5 I 3 U 5 F 5 9 : : F = = U F K 9 > F M 3 4 3 E U 9 8 5 F U V % ] L 3 > 8 4 1 5 6 E 3 G F = 1 5 = < F 5 4 3 K 8 < E 3 E 2 6 9 : 3 = = F 4 V ] Âƒ : : 4 3 K 8 < E = G 9 6 9 2 : 3 F 4 G 9 1 E 5 F 6 F 8 9 = 9 4 3 = 8 : 5 F K 5 I 3 3 9 4 : 6 5 3 4 J 1 < 9 5 1 F < F K 9 : 3 9 = 3 9 H 4 3 3 J 3 < 5 F 4 9 = 9 4 3 = 8 : 5 F K 5 I 3 3 9 4 : 6 5 3 4 J 1 < 9 5 1 F < F K 9 < 6 Q 9 4 4 9 < 5 6 F 4 3 Â€ 5 3 < E 3 E = 3 4 M 1 > 3 9 H 4 3 3 J 3 < 5 F < 9 > F M 3 4 3 E U 9 8 5 F U V j ] Âƒ < 6 9 J F 8 < 5 4 3 G 4 3 = 3 < 5 1 < H 5 9 Â€ 3 = V Â† ] 0 F 9 < F 4 : 3 9 = 3 5 3 4 J 1 < 9 5 1 F < K 3 3 = V F 4 W ] | I 3 9 > 5 8 9 : > 9 = I M 9 : 8 3 F K 5 I 3 E 9 J 9 H 3 F 4 = 5 F : 3 < G 4 F G 3 4 5 6 9 = F K 5 I 3 5 1 J 3 F K 5 I 3 U : F = = U P Âƒ < 9 E ~ 8 = 5 J 3 < 5 K F 4 E 3 G 4 3 > 1 9 5 1 F < 9 < E G I 6 = 1 > 9 : > F < E 1 5 1 F < Q 1 : : 2 3 J 9 E 3 1 < E 3 5 3 4 J 1 < 1 < H 5 I 3 9 > 5 8 9 : > 9 = I M 9 : 8 3 9 5 5 I 3 5 1 J 3 F K 5 I 3 U : F = = U P | I 1 = 9 E ~ 8 = 5 J 3 < 5 1 = < F 5 9 G G : 1 > 9 2 : 3 1 < | 3 Â€ 9 = P Â‡ ] ? 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CIVIL ENGINEER: ARCHITECT: LEGEND GEO-TECH: LANDSCAPE ARCHITECT: 192ND STREET N.E. SCALE: CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT SURVEY PROVIDED BY: GRADING ESTIMATE SHEET INDEX PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77 C1 OF 7 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WA GRAPHIC SCALE NOTES: 99 DATUM:NAVD88 N BENCH: SOIL NOTES: NOTES: FLOW THROUGH CONCRETE CURB DETAIL99 59TH AVENUE N.E. 192ND STREET N.E. CONSTRUCTION DRAWING APPROVAL SURVEY PROVIDED BY: PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77 C4 OF 7 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WA GRAPHIC SCALE 4 3 DATUM:NAVD88 N BENCH: CITY OF ARLINGTON DRAINAGE NOTES 59TH AVENUE N.E. 9 8 192ND STREET N.E. 7 CONSTRUCTION DRAWING APPROVAL SURVEY PROVIDED BY: PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77 C5 OF 7 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WA 10 10 11 10 NOTES: 11 NOTE: INFILTRATION SYSTEM #4 3 BIO-RETENTION CELL #1 7 NOTE: 11 NOTES: INFILTRATION SYSTEM #3 - AB 9 NOTE: PLAN BIO-RETENTION CELL #4 4 11 SECTION A-A 4" OBSERVATION WELL DETAIL 10 11 SECTION B-B NOTES: CLEANOUT DETAIL 11 NOTE: CONSTRUCTION DRAWING APPROVAL BIO-RETENTION CELL #3 - AB 8 PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77 C6 OF 7 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WA NOTES: 9 10 GRAPHIC SCALE GENERAL NOTES: 16 15 10 11 15 14 DATUM:NAVD88 N BENCH: SITE CONSTRUCTION SEQUENCE: N 16 15 15 14 21 22 22 23 VICINITY MAP LEGAL DESCRIPTION: IMPERVIOUS AREA: â€™ â€ â€™ â€ TOTAL DISTURBED AREA: â€™ â€ â€™ â€ â€™ â€ ABBREVIATIONS TABLE â€™ â€ â€™ â€ SITE DATA: APPLICANT: CONTACT: 59TH AVENUE N.E. CIVIL ENGINEER: ARCHITECT: LEGEND GEO-TECH: LANDSCAPE ARCHITECT: 192ND STREET N.E. AS-BUILT DRAWING APPROVAL ACKNOWLEDGMENT SCALE: CONSTRUCTION DRAWING REVIEW ACKNOWLEDGMENT SURVEY PROVIDED BY: GRADING ESTIMATE SHEET INDEX PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77 C1 OF 7 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WA GRAPHIC SCALE NOTES: 99 DATUM:NAVD88 N BENCH: SOIL NOTES: NOTES: FLOW THROUGH CONCRETE CURB DETAIL99 59TH AVENUE N.E. AS-BUILT DRAWING APPROVAL 192ND STREET N.E. CONSTRUCTION DRAWING APPROVAL SURVEY PROVIDED BY: PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77 C4 OF 7 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WA GRAPHIC SCALE 4 3 DATUM:NAVD88 N BENCH: CITY OF ARLINGTON DRAINAGE NOTES 59TH AVENUE N.E. 9 AS-BUILT DRAWING APPROVAL 8 192ND STREET N.E. 7 CONSTRUCTION DRAWING APPROVAL SURVEY PROVIDED BY: PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77 C5 OF 7 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WA 10 10 11 10 NOTES: 11 NOTE: INFILTRATION SYSTEM #4 3 BIO-RETENTION CELL #1 - AB 7 NOTE: 11 NOTES: INFILTRATION SYSTEM #3 - AB 9 NOTE: PLAN BIO-RETENTION CELL #4 4 11 SECTION A-A 4" OBSERVATION WELL DETAIL 10 11 SECTION B-B NOTES: CLEANOUT DETAIL 11 NOTE: AS-BUILT DRAWING APPROVAL CONSTRUCTION DRAWING APPROVAL BIO-RETENTION CELL #3 - AB 8 PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77 C6 OF 7 SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., SNOHOMISH COUNTY, WA GRAPHIC SCALE DATUM:NAVD88 N BENCH: 59TH AVENUE N.E. AS-BUILT DRAWING APPROVAL 192ND STREET N.E. CONSTRUCTION DRAWING APPROVAL SURVEY PROVIDED BY: PFN: PWD #1695 PROJECT NO. MAC ENGINEERING, LLC GLOBAL MACHINE WORKS180442 DWG ARLINGTON AIRPORT LOT 77WS1 OF 1 19210 19212 19311 19221 E N Global E Machine V E A Works H (approx footprint) N T R 9 D 5 6001 H T 9 5 19203 Fireline Easement 192ND ST NE 19130 19132 18935 City of Arlington dn Fireline Eas ement Exhibit A e ft Global Machine Works Fireline Eas emnet ge Bu ild ings ra Â´ L D Scale: File: 1 inch = 100 feet GMW_8.5x11_19 Maps and GIS data are d istributed â€œAS-ISâ€ withou t warranties of any kind, either express or implied, includ ing bu t not limited to warranties of su itability for a particu lar pu rpose or u se. Map d ata are compiled from a variety of sou rces which may contain errors and users who rely u pon the information Date: Cartographer: do so at their own risk. Users agree to ind emnify, d efend , and hold harmless the City of Arlington for any and all liability of any natu re arising out of or resulting from the lack of accu racy or correctness of the 11/26/2019 akc data, or the use of the d ata presented in the maps. City of Arlington Community & Economic Development June 22, 2020 Global Machine Works 19132 59th Drive NE Arlington, WA 98223 RE: Project Closeout Project Name: Global Machine Works Project Address: 5915 192nd Street NE Project No.: PWD-1695 Mr. Barker, The civil construction portion of your project is nearing completion. All project closeout items shall be submitted with the as-built plans. Project closeout approval is required to obtain Certificate of Occupancy and performance bond #GRWA44531 release. Plans shall adhere to the Public Works Design and Construction Standard 1-11. 1. Maintenance Bond as outlined below. A 2-year maintenance bond is required; this is your official letter of request to take to the surety of your choosing. The city of Arlington does not have a standard form for a maintenance bond; the suretyâ€™s standard form is acceptable but must include language; the bond shall not be released without written discharge from the City of Arlington. The 2-year maintenance bond consists of the following and shall be indicated on the security: Items dedicated to the City of Arlington, or were repaired due to construction; including but not limited to infrastructure relating to the water, sanitary sewer systems, private and public landscaping and right-of- way improvements. Maintenance Bond Estimated Cost of Construction $122,865.63 x 20% = $24,573.13 Should you have any questions or require additional information, please contact me at 360.403.3436 or rjones@arlingtonwa.gov. 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