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Home My WebLink About19319 63rd Ave NE_PWD2435_2026 CONSTRUCTION PERMIT APPLICATION Community & Economic Development City of Arlington â€¢ 18204 59th Avenue NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 CIVIL (TYPE I) ï² GRADING/PAVING/DRAINAGE (TYPE II) ï² RIGHT OF WAY (TYPE III) ï² TYPE I & II ONLY NEW DEVELOPMENT ï² REDEVELOPMENT ï² Project Name: Arlington Bldg 3107 Waterline Snohomish County Tax Parcel I.D. #: 31051500401202 Project Address / Location: 19319 63rd Ave NE, Arlington, WA 98223 Description of Project: Underground fire line and FDC Service OWNER Name: Gong Investments, LLC Address: 2617 98th Pl SE City: Everett State: WA Zip: 98208 Phone: (206) 295-8833 Email: kenhg@hotmail.com APPLICANT Name: Gong Investments, LLC Address: 2617 98th Pl SE City: Everett State: WA Zip: 98208 Phone: (206) 295-8833 Email: kenhg@hotmail.com ENGINEER Name: TerraVista NW, LLC Address: 3204 Smokey Point Dr #207 City: Arlington State: WA Zip: 98223 Phone: (360) 691-9272 Email: erics@terravistanw.com License #: 36704 Expiration: 5/15/2021 CONTRACTOR Name: Coast Construction Group Address: 328 N Olympic Ave City: Arlington State: WA Zip: 98223 Phone: 360-474-0600 Email: kathy@coast-group.com License #: COASTCG865CG Expiration: 2/18/2022 I, hereby certify that I have read and examined this application, City of Arlington Municipal Code, Standard Plan & Specifications. Performance of the proposed work shall follow all applicable laws and regulations. The owner/applicant shall assume full and complete responsibility for said work and shall be responsible for the acquisition and compliance of all applicable permits and/or authorizations which may include, but not limited to, Right of Way Permit, WSDW Hydraulic Project Approval (HPA), WSDOE Notice of Intent (NOI), National Pollutant Discharge Elimination System (NPDES), Army Corp. of Engineers Permits, the requirements of the Endangered Species Act, and the Forest Practices Application (FPA). Signature______________________________________________________________________________________________________________________________________ Print Name:_______________________________________________________________Kathy Demoors ____________________________ Date:__________________2/4/2021 ________________ Page 1 of 2 REV 11/2018 Complete package constitutes all items. Only complete submittals will be accepted. Civil - Submittal Requirements, Type I: ï² Complete Application; ï² Construction Plans including cut / fill quantities; ï‚§ 2 full size plan sets 22â€ x 34â€ ï‚§ PDF file of the complete plan set ï‚§ 2 full size set of landscape plans 22â€ x 34â€ ï² Marysville Utility plans, if applicable (2 sets); ï² Drainage Analysis including calculations and downstream analysis (2 sets) and (PDF file); refer to Stormwater Drainage Requirements; ï² Geotechnical Report (2 sets) and (PDF file); ï² SEPA is required if 500 or more cubic yards of cut / fill is proposed (not required if included with a Land Use Permit); ï² Grading cut / fill quantity: _______________________________; ï² Design Vehicle â€“ demonstrate turning radius include 45â€™ Fire truck, dual axle, 256 inch wheel base; ï² Complete Streets Checklist ï² Drafts of easement(s) dedication(s), and/or CAPE(s) for review; ï² Flood Hazard Permit Application and required documentation if project is within 100 year flood plain; refer to Flood Hazard guidance documents; ï² Construction Calculation Worksheet; ï² NPDES Permit (if required); See Storm Water Drainage Report, New or Redevelopment Flowcharts; ï² Assurance Device will be required prior to Permit Issuance (Bond or Assignment of Funds); ï² Permit Fee due at time of permit submittal. Grading / Paving / Drainage Submittal Requirements, Type II: ï² Complete Application; ï² Construction Plans including import/export quantities; ï‚§ 2 full size plan sets 22â€ x 34â€ ï‚§ PDF file of the complete plan set ï² Drainage Analysis including calculations and downstream analysis (2 sets) and (PDF file); refer to Stormwater Drainage Requirements; ï² Geotechnical Report (2 sets) and (PDF file); ï² SEPA is required if 500 or more cubic yards of cut/fill is proposed (not required if included with a Land Use Permit); ï² Grading cut / fill quantity: _______________________________; ï² Construction Calculation Worksheet; ï² NPDES Permit (if required); See Storm Water Drainage Report, New or Redevelopment Flowcharts; ï² Permit fee due at time of permit submittal. Right of Way Submittal Requirements, Type III: ï² Complete Application; ï² Construction Plans; ï² Traffic Control Plan; ï² Road Closure Request; ï² Temporary Erosion & Sediment Control (TESC) Plan; ï² Certificate of Insurance with the City of Arlington named as Additional Insured; ï² Assurance Device will be required prior to Permit Issuance (Bond or Assignment of Funds); ï² Engineers Estimated Cost of Construction; $______________________________________; ï² Permit fee due at time of permit issuance. Page 2 of 2 SEC 15 TWP 31 RGE 5E ARLINGTON BLDG 3107 WATERLINE SITE ARLINGTON BLDG 3107 WATERLINE TerraVista NW LLC Consulting Engineers GENERAL INFORMATION Plotted: Feb 02, 2021 - 11:37am Rodney T:\Projects\210104 Bldg 3107 Waterline (Arlington)\Plans\3107_P-CIVIL.dwg Layout Name: C1.1-GEN INFO C1.1 SEC 15 TWP 31 RGE 5E â€œ â€ ARLINGTON BLDG 3107 WATERLINE TerraVista NW LLC Consulting Engineers GENERAL NOTES Plotted: Feb 02, 2021 - 11:37am Rodney T:\Projects\210104 Bldg 3107 Waterline (Arlington)\Plans\3107_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES C1.2 SEC 15 TWP 31 RGE 5E 0 10 20 Scale in Feet ARLINGTON BLDG 3107 WATERLINE TerraVista NW LLC Consulting Engineers SITE PLAN Plotted: Feb 02, 2021 - 11:37am Rodney T:\Projects\210104 Bldg 3107 Waterline (Arlington)\Plans\3107_P-CIVIL.dwg Layout Name: C2.1-SITE PLAN C2.1 SEC 15 TWP 31 RGE 5E ARLINGTON BLDG 3107 WATERLINE TerraVista NW LLC Consulting Engineers WATER STANDARD DETAILS Plotted: Feb 02, 2021 - 11:37am Rodney T:\Projects\210104 Bldg 3107 Waterline (Arlington)\Plans\3107_P-CIVIL.dwg Layout Name: C3.1 WATER STD DET C3.1 Bldg 3107 Waterline CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department 18204 59th Avenue NE City of Arlington ï¬ ï¬ Arlington WA 98223 ï¬ (360) 403-3551 This form is to be completed and submitted with Type I , Type II Type III Construction Permit Application. 1) Based on permit type requested (Type I, Type II or Type III), complete the form as follows: ï¬ Type I permits complete all sections. ï¬ Type II permits complete as follows: - Grading Only - Complete Temporary Erosion and Sediment Control (TESC). - Stormwater Drainage Only - Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private ï¬ Type III permits complete the Temporary Erosion and Sediment Control (TESC). 2) The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. 3) Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should be completed. 4) The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. 5) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost. There are a few unit prices that are blank, please complete them accordingly. 6) Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. PROJECT COSTS PUBLIC TOTAL PRIVATE TOTAL TOTAL PROJECT COST Bldg 3107 Waterline $ - $ 13,556.25 $ 13,556.25 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 813.38 GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ 813.38 An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance. The Assurance Device shall be 150% of the Construction Calculation Worksheet which are as follows: ï¬ Road and Alley (Public) ï¬ Stormwater Drainage and Grading (Public) ï¬ Utilities (Public) ï¬ Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ - PERFORMANCE DEVICE 150% Amount Due $ - Base Calculation of Maintenance Device $ - MAINTENANCE DEVICE 20% Amount Due $ - 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH $ - Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF $ - BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE $ - BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH $ - BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR $ - Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS Concrete Washout $ 1,000.00 EACH $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ - MOBILIZATION 10%: $ - CONTINGENCY 15%: $ - TOTAL: $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Private Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH $ - $ - CB Type IL $ 1,850.00 EACH $ - $ - CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH $ - $ - Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY $ - $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - $ - Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - $ - Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS 6" PVC pipe $ 16.00 LF $ - $ - Infiltration trench $ 8.00 CY $ - $ - $ - $ - $ - SUBTOTAL: $ - $ - MOBILIZATION 10%: $ - CONTINGENCY 15%: $ - TOTAL: $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - $ - Backfill & Compaction- trench $ 11.00 CY $ - $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - $ - Bollards - fixed $ 325.00 EACH $ - $ - Bollards - removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation - bulk $ 2.50 CY $ - $ - Excavation - Trench $ 5.00 CY $ - $ - Fencing, cedar, 6' high $ 25.00 LF $ - $ - Fencing, chain link, 4' $ 19.50 LF $ - $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - $ - Fencing, chain link, gate, vinyl coated, 2 $ 1,563.00 EACH $ - $ - Fencing, split rail, 3' high $ 14.00 LF $ - $ - Fill & compact - common barrow $ 27.00 CY $ - $ - Fill & compact - gravel base $ 30.00 CY $ - $ - Fill & compact - screened topsoil $ 45.00 CY $ - $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - $ - Grading, fine, by hand $ 2.00 SY $ - $ - Grading, fine, with grader $ 1.25 SY $ - $ - Guard Post $ 90.00 EACH $ - $ - Monuments $ 104.00 EACH $ - $ - Sensitive Areas Sign $ 20.00 EACH $ - $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - $ - Topsoil Type A (imported) $ 30.00 CY $ - $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - $ - Trail, 4" chipped wood $ 9.00 SY $ - $ - Trail, 4" crushed cinder $ 10.00 SY $ - $ - Trail, 4" top course $ 9.50 SY $ - $ - Wall, retaining, concrete $ 66.00 SF $ - $ - Wall, rockery $ 13.00 SF $ - $ - WRITE-IN-ITEMS Tree Removal $ 750.00 EACH $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - $ - AC Grinding, 4' wide machine 1000-2000$ 8.50 SY $ - $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - $ - AC Removal/Disposal/Repair $ 60.00 SY $ - $ - Barricade, Type I $ 36.00 LF $ - $ - Barricade Type II $ 25.00 LF $ - $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - $ - Conduit, 2" $ 5.00 LF $ - $ - Curb & Gutter, rolled $ 20.00 LF $ - $ - Curb & Gutter, vertical $ 15.00 LF $ - $ - Curb and Gutter, demolition and disposa $ 20.00 LF $ - $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - $ - Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF $ - 80 $ 280.00 Sawcut, concrete, per 1" depth $ 3.00 LF $ - $ - Sealant, asphalt $ 2.00 LF $ - $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - $ - Sidewalk, 4" thick $ 40.00 SY $ - $ - Sidewalk, 4" thick, demolition and dispos $ 36.00 SY $ - $ - Sidewalk, 6" thick $ 45.00 SY $ - $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY $ - $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH $ - $ - Striping, per stall $ 7.50 EACH $ - $ - Street Light System $ - LS $ - $ - Traffic Signal $ - LS $ - $ - Traffic Signal Modification $ - LS $ - $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF $ - $ - Striping, 4" reflectorized line $ 0.40 LF $ - $ - AC Patching/Trenching Restoration $ 100.00 TON $ - $ - Controlled Density Fill (CDF) $ 90.00 CY $ - $ - WRITE-IN-ITEMS Curb Ramps $ 6,000.00 EACH $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 280.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY $ - $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - $ - Asphalt Road 3", First 2500 SY $ 15.00 SY $ - 14 $ 210.00 Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY $ - $ - Asphalt Road 5", First 2500 SY $ 22.00 SY $ - $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - $ - Gravel Base Course 2" $ 7.50 SY $ - $ - Gravel Base Course 4" $ 15.00 SY $ - 14 $ 210.00 Gravel Base Course 6" $ 22.50 SY $ - $ - Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - $ - Concrete Road, 5", no base, over 2500 S$ 22.00 SY $ - $ - Concrete Road, 6", no base, over 2500 $ 32.00 SY $ - $ - Thickened Edge $ 11.00 LF $ - $ - WRITE-IN-ITEMS Asphalt Road 2.5", First 2500 SY $ 12.00 SY $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ 420.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Blowoff $ 1,800.00 EACH $ - $ - Connection to Existing Water Main $ 2,000.00 EACH $ - 1 $ 2,000.00 Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF $ - 8 $ 520.00 Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - $ - Gate Valve, 6 inch Dia $ 250.00 EACH $ - $ - Gate Valve, 8 Inch Dia $ 380.00 EACH $ - $ - Gate Valve, 10 Inch Dia $ 425.00 EACH $ - $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH $ - $ - Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - $ - Pressure Reducing Valve Assembly, 10 In. D $ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. D $ 5,000.00 EACH $ - $ - Valve Marker Post $ 350.00 EACH $ - $ - WRITE-IN-ITEMS Ductile Iron Watermain, CL 52, 4 inch Dia $ 45.00 LF $ - 125 $ 5,625.00 Fire Department Connection $ 2,000.00 EACH $ - 1 $ 2,000.00 $ - $ - $ - Subtotal $ - Subtotal $ 10,145.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Connection to Existing Sewer Main $ - EACH $ - $ - Clean Outs $ 500.00 EACH $ - $ - Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - $ - Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - $ - Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - $ - Lift Station (Entire System) $ - LS $ - $ - Manhole, 48 Inch Dia $ 3,000.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 532.00 FEET $ - $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - $ - for additional depth over 4 feet/per foo$ 625.00 FEET $ - $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - $ - for additional depth over 4 feet/per foo $ 625.00 FEET $ - $ - Outside Drop $ - LS $ - $ - Inside Drop $ - LS $ - $ - Pipe, C-900 $ 90.00 LF $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ 5,000.00 LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ - $ 10,845.00 MOBILIZATION 10%: $ - $ 1,084.50 CONTINGENCY 15%: $ - $ 1,626.75 GRANDTOTAL: $ - $ 13,556.25 Rev 7/2017 PROJECT NAME: Kenny Gong Fire Line PROJECT ADDRESS: 19319 63rd AVE NE Arlington, Wa 98223 CONTRACTOR: Coast Construction Group Arlington, Wa SUPPLIER: ICONIX Waterworks US Snohomish, Wa 98290 CONTACT: Cody Hamblin Cody.Hamblin@iconixww.com (425) 876-4187 Line No. Description Quantity UoM 1 8" CONN. TO EXISTING: 2 8 MCWANE TYTON CL52 DI PIPE 18 FT 3 8 MJ SOLID LONG SLEEVE IMP 2 EA 4 8X6 MJXFLG TEE IMP 1 EA 5 8 STAR STARGRIP 3000P DI RESTRAINT KIT IMP 6 EA 6 6 FLG PACK-A307B W/HHNUT & SEALTITE RING GSKT 125# 1 EA 7 6 EJ FLOWMASTER MJXFLG NRS AWWA C515 OL GV 1 EA 8 6 STAR STARGRIP 3000P DI RESTRAINT KIT IMP 1 EA 9 24 OLYMPIC 940/045 VALVE BOX BASE ONLY 1 EA 10 18 OLYMPIC 940 VALVE BOX TOP W/EARS IMP 1 EA 11 940 VALVE BOX LID ONLY ("WATER") 1 EA 12 6" ETHAFOAM PAD DONUT #RE4-20024 1 EA 13 14 6" FIRELINE BLDG. RISER: 15 6 MCWANE TYTON CL52 DI PIPE 18 FT 16 6 MJ 90 ELL IMP 1 EA 17 6 STAR STARGRIP 3000P DI RESTRAINT KIT IMP 2 EA 18 6X6'0 FXPE DI SPOOL 1 EA 19 6X2 DI TAPT FLANGE IMP 1 EA 20 6 FLG PACK-A307B W/HHNUT & SEALTITE RING GSKT 125# 1 EA 21 2 GALV CORED PLUG 1 EA 22 23 4" FDC STANDPIPE: 24 4 MCWANE TYTON CL52 DI PIPE 144 FT 25 4 MCWANE SURE STOP DUCTILE 350 GASKET 7 EA 26 4 MJ 90 ELL IMP 1 EA 27 4 MJXFLG 90 EL IMP 1 EA 28 4 STAR STARGRIP 3000P DI RESTRAINT KIT IMP 3 EA 29 4 FLG PACK-A307B W/HHNUT & SEALTITE RING GSKT 125# 1 EA 30 4X3/4IP FORD FC101 SDL 426-480 1 EA 31 3/4X1/2 BRASS BUSHING IMP NL 1 EA 32 1/2 TYCO AD-2 AUTOMATIC DRAIN VALVE 1 EA 33 4X6'0 FLXMIP SCH40 GALV SPOOL 1 EA 34 4 GALV 90 1 EA 35 5X4 STORZ X MNPT 30 DEG EL ADAPTER W/STORZ CAP 1 EA 36 37 4" FDC BLDG. RISER: 38 4 MJ 90 ELL IMP 1 EA 39 4 STAR STARGRIP 3000P DI RESTRAINT KIT IMP 2 EA 40 4X6'0 FXPE DI SPOOL 1 EA 41 4X2 DI TAPT FLANGE IMP 1 EA 42 4 FLG PACK-A307B W/HHNUT & SEALTITE RING GSKT 125# 1 EA 43 2 GALV CORED PLUG 1 EA TyTONÂ® JOINT PIPE ASSEMBLY INSTRUCTIONS Step 1. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot or beveled plain end and remove any TytonÂ® Joint sharp edges with a standard file. Pipe Outside Pipe Size *dimensions In. Thickness In. diameter Step 2. After making sure that the correct gasket is In. being used, insert it into the recess in the bell From To In. A B with the small end of the gasket facing the bell 3 .25 .40 3.96 5.80 3.00 face. 4 .25 .41 4.80 7.10 3.15 6 .25 .43 6.90 8.63 3.38 8 .25 .45 9.05 10.94 3.69 Step 3. Apply lubricant to the inside surface of the 10 .26 .47 11.10 13.32 3.75 gasket, making sure that the entire surface is 12 .28 .49 13.20 15.06 3.75 coated. Apply a generous coating of lubricant 14 .28 .51 15.30 17.80 5.00 to the beveled portion of the plain end. 16 .30 .52 17.40 19.98 5.00 18 .31 .53 19.50 22.00 5.00 Step 4. Guide the plain end into the bell and, while 20 .33 .54 21.60 24.12 5.25 maintaining straight alignment, push the 24 .33 .56 25.80 28.43 5.50 plain end into the bell socket. Once the joint 30 .34 .63 32.00 35.40 6.55 is assembled, necessary deflection can be 36 .38 .73 38.30 41.84 7.00 accomplished. When assembly is complete, the *Nominal laying length is 18 ft. bell face should be aligned between the two white depth rings, for TytonÂ® Joints. FastiteÂ® Joints have only 1 assembly stripe. NEW JERSEY OHIO UTAH CANADA 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 1757 Burlington St. E Phillipsburg, NJ 08865 Coshocton, OH 43812 Provo, UT 84603 Hamilton, ON L8N-3R5 908-454-1161 740-622-6651 801-373-6910 905-547-3251 mcwaneductile.com mcwaneductile.com mcwaneductile.com canadapipe.com NSF 61 ISO 9001 ATLANTIC STATES CLOW WATER PACIFIC STATES CANAdA PIPE mCWANE CAST IRON PIPE CO.NSF 61SySTEmS COmPANISO 9001y CAST IRON PIPE CO.DIPRACOmPANy ULC CAST IRON PIPE CO. dIPRA 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 1757 Burlington St. E 1201 Vanderbilt Road Phillipsburg, NJ 08865 Coshocton, OH 43812 Provo, UT 84603 Hamilton, ON L8N-3R5 Birmingham, AL 35234 908-454-1161 740-622-6651 801-373-6910 905-547-3251 205-322-3521 atlanticstates.com clowwater.com pscipco.com canadapipe.com mcwanepipe.com Utility Pipe Fittings and Accessories Compact MJ Fittings ANSI/AWWA C153/A21.53 2" - 64" DuCTIlE IRON MEChANICAl JOINT COMPACT FITTINgS gENERAl SPECIFICATIONS MATERIAl: Ductile Iron per ASTM A536 PRESSuRE: 350 PSI rating for 3" - 24" sizes, 250 PSI rating for 30â€ - 48" sizes and 150 PSI rating for 54â€ - 60â€ sizes TESTINg: In accordance with ANSI/AWWA C153/A21.53 and UL requirements lAyINg lENgTh: In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIghTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating FlANgES: Flanged ends on fittings match ANSI/AWW C115/A21.15 and ANSI B16.1 class 125 flanges CEMENT lININg: In accordance with ANSI/AWWA C104/A21.4 -- size 2" - 3" single thickness and sizes 4" - 64" double thickness COATINg: Asphaltic seal coat inside and out in accordance with ANSI/AWWA C104/A21.4 gASkETS: SBR in accordance with ANSI/AWWA C111/A21.11 (see pg. 17) T-BOlTS/NuTS: Low alloy steel in accordance with ANSI/AWWA C111/A21.11 (see pg. 16) APPROvAlS: 4" - 12" Underwriters Laboratories Listed 3" and greater are UL/NSF-61 DIMENSIONS: All dimensions are in inches unless noted otherwise M L X K1 M E M B E R Ã˜ 7Â° S K2 J 2Â° D C 0.12 in. 0.75 in. F A 2"-24" = 0.31 in. 30"-64" = 0.38 in. B MEChANICAlJOINT DIMENSIONS NOM. BOlTS A DIA. B C DIA. D DIA. F DIA. J DIA. k1 DIA. k2 DIA. l M S Ã˜ X DIA. SIZE SIZE NO. ïƒª 2 2.50 2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0.62 0.36 28Âº Â¾ â… x 3 2 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 28Âº Â¾ â… x 3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 28Âº â…ž Â¾ x 3 Â½ 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 28Âº â…ž Â¾ x 3 Â½ 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 28Âº â…ž Â¾ x 3 Â½ 6 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 0.70 1.00 0.47 28Âº â…ž Â¾ x 4 8 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 28Âº â…ž Â¾ x 4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 28Âº â…ž Â¾ x 4 Â½ 10 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 28Âº â…ž Â¾ x 4 Â½ 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 24.83 1.00 1.38 0.68 28Âº â…ž Â¾ x 4 Â½ 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27.08 1.02 1.44 0.69 28Âº â…ž Â¾ x 4 Â½ 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 31.58 1.02 1.56 0.75 28Âº â…ž Â¾ x 5 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 20Âº 1 â…› 1 x 6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 20Âº 1 â…› 1 x 6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 20Âº 1 â…œ 1 Â¼ x 6 Â½ 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 20Âº 1 â…œ 1 Â¼ x 6 Â½ 32 ïƒª 54 ïƒª 60 { Dimensions Available On Request } ïƒª 64 REV.07 ïƒªNot Included in AWWA C153 Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 3 Utility Pipe Fittings and Accessories Compact MJ Fittings A ANSI/AWWA C153/A21.53 A T A T A A A T A T A 90Âº MJ x MJ 45Âº MJ x MJ 22 Â½Âº MJ x MJ 11 Â¼Âº MJ x MJ MJ x MJ BENDS BENDS (Â¼) BENDS (â…›) BENDS ( ) BENDS ( ) NOM. WT WT WT WT T A A A A SIZE (lBS.) (lBS.) (lBS.) (lBS.) ïƒª 2 0.30 3.25 14 1.80 13 1.00 9 1.00 8 3 0.33 3.50 23 1.50 21 1.00 16 1.00 14 4 0.34 4.00 27 2.00 23 1.50 18 1.25 16 6 0.36 5.00 39 3.00 32 2.00 32 1.50 30 8 0.38 6.50 57 3.50 46 2.50 46 1.75 42 10 0.40 7.50 89 4.50 70 3.00 64 2.00 58 12 0.42 9.00 108 5.50 86 3.50 84 2.25 74 14 0.47 11.50 180 5.00 145 3.75 140 2.50 128 16 0.50 12.50 264 5.50 202 3.75 178 2.50 148 18 0.54 14.00 335 6.00 250 4.50 255 3.00 205 20 0.57 15.00 400 7.00 305 4.50 262 3.00 245 24 0.61 17.00 565 7.50 405 4.50 412 3.00 315 30 0.66 21.50 1005 11.50 798 6.75 665 4.75 606 36 0.74 24.50 1562 11.50 1164 7.75 960 5.00 840 42 0.82 29.25 2506 14.00 1792 9.00 1350 6.00 1319 48 0.90 33.25 3045 15.00 2390 10.00 1886 6.50 1700 ïƒª 54 ïƒª 60 { Dimensions Available On Request } ïƒª 64 B B T B B A A T A T A T 90Âº MJ x PE 45Âº MJ x PE 22 Â½Âº MJ x PE 11 Â¼Âº MJ x PE MJ x PE BENDS BENDS (Â¼) BENDS (â…›) BENDS ( ) BENDS ( ) NOM. WT WT WT WT T A B A B A B A B SIZE (lBS.) (lBS.) (lBS.) (lBS.) 3 0.33 3.50 8.50 16 1.50 7.00 13 1.00 6.50 12 1.00 6.50 12 4 0.34 4.00 9.50 22 2.00 7.50 19 1.50 7.00 18 1.25 6.25 17 6 0.36 5.00 12.00 40 3.00 8.50 31 2.00 7.50 29 1.50 7.00 27 8 0.38 6.50 12.50 61 3.50 9.00 46 2.50 8.00 43 1.75 7.25 39 10 0.40 7.50 13.00 83 4.50 10.00 68 3.00 8.50 61 2.00 7.50 52 12 0.42 9.00 14.50 114 5.50 11.00 95 3.50 9.00 81 2.25 7.75 70 14 0.47 11.50 19.50 197 5.00 13.00 148 3.75 11.25 133 2.50 10.50 122 16 0.50 12.50 20.50 248 5.50 13.50 184 3.75 11.75 166 2.50 10.50 148 18 0.54 14.00 21.00 325 6.00 13.00 235 6.00 13.00 235 6.00 13.00 235 20 0.57 15.00 22.50 390 7.00 14.00 300 7.00 14.00 300 7.00 14.00 300 24 0.61 17.00 25.00 575 7.50 14.50 390 7.50 14.50 395 7.50 14.50 400 30 0.66 22.75 31.75 865 10.50 19.50 715 6.75 15.75 600 4.75 13.75 535 36 0.74 24.50 33.50 1355 12.00 21.00 1040 7.75 16.75 865 5.00 14.00 725 42 0.82 29.25 38.25 2055 14.00 23.00 1460 9.00 18.00 1200 6.00 15.00 1030 48 0.90 33.25 4225 2805 15.00 24.00 1905 10.00 19.00 1575 6.50 15.50 1290 REV.07 Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS ïƒªNot Included in AWWA C153 STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 4 Utility Pipe Fittings and Accessories Compact MJ Fittings ANSI/AWWA C153/A21.53 B B T B B T A T T A A A 90Âº MJ x FE 45Âº MJ x FE 22 Â½Âº MJ x FE 11 Â¼Âº MJ x FE ïƒª MJ x FE BENDS BENDS (Â¼) BENDS (â…›) BENDS ( ) BENDS ( ) NOM. WT WT WT WT T A B A B A B A B SIZE (lBS.) (lBS.) (lBS.) (lBS.) 3 0.33 3.50 5.50 20 1.50 3.00 17 1.00 3.00 17 1.00 3.00 15 4 0.34 4.00 6.50 26 2.00 4.00 24 1.50 4.00 26 1.25 4.00 19 6 0.36 5.00 8.00 47 3.50 5.00 40 2.00 5.00 36 1.50 5.00 30 8 0.38 6.50 9.00 68 3.50 5.50 57 2.50 5.50 53 1.75 5.50 50 10 0.40 7.50 11.00 102 4.50 6.50 83 3.00 6.50 102 2.00 6.50 75 12 0.42 9.00 12.00 134 5.50 7.50 110 3.50 7.50 134 2.25 7.50 88 14 0.47 11.50 14.00 227 5.00 7.50 207 --- --- --- --- --- --- 16 0.50 12.50 15.00 306 5.50 8.00 239 --- --- --- --- --- --- 30 0.66 21.50 25.00 1070 10.50 15.00 858 --- --- --- --- --- --- L T1 J T T H H ïƒª MJ x FlANgE ADAPTER MJ x MJ TEES NOM. WT NOM. WT T l T T1 h J SIZE (lBS.) SIZE (lBS.) 3 0.33 3.50 13 ïƒª 2 x 2 0.39 0.39 3.25 3.25 22 4 0.34 3.50 22 ïƒª 3 x 2 0.48 0.39 3.50 3.50 43 6 0.36 3.50 32 3 x 3 0.33 0.33 3.00 3.00 28 8 0.38 3.50 46 4 x 3 0.34 0.33 3.50 4.00 30 10 0.40 3.50 63 4 x 4 0.34 0.34 4.00 4.00 32 12 0.42 3.50 100 6 x 3 0.36 0.33 3.50 5.00 42 14 0.47 5.00 141 6 x 4 0.36 0.34 4.00 5.00 46 16 0.50 5.00 170 ïƒª 6 x 4 x 6 0.36 0.36 5.00 5.00 45 18 0.54 5.00 221 6 x 6 0.36 0.36 5.00 5.00 56 20 0.57 5.00 252 ïƒª 6 x 6 x 8 0.36 0.38 6.50 6.50 62 24 0.61 5.00 324 ïƒª 8 x 3 0.38 0.33 4.00 6.50 52 30 0.66 7.00 557 8 x 4 0.38 0.34 4.00 6.50 60 36 0.74 8.50 798 8 x 6 0.38 0.36 5.00 6.50 72 42 0.82 12.00 1214 ïƒª 8 x 6 x 6 0.38 0.38 5.00 6.50 62 48 0.90 12.00 1600 ïƒª 8 x 6 x 8 0.38 0.38 6.00 6.50 85 8 x 8 0.38 0.38 6.50 6.50 86 ïƒª 10 x 3 0.40 0.33 4.00 7.50 75 10 x 4 0.40 0.34 4.00 7.50 78 10 x 6 0.40 0.36 5.00 7.50 90 10 x 8 0.40 0.38 6.50 7.50 105 10 x 10 0.40 0.40 7.50 7.50 120 ïƒª 12 x 3 0.42 0.33 4.00 8.75 90 12 x 4 0.42 0.34 4.00 8.75 94 (Conâ€™t)ïƒ† REV.07 ïƒªNot Included in AWWA C153 Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 5 Utility Pipe Fittings and Accessories Compact MJ Fittings ANSI/AWWA C153/A21.53 T1 J T H H ïƒª MJ x FE TEES ïƒª MJ x FE TEES (Conâ€™t) NOM. WT NOM. WT T T1 h J T T1 h J SIZE (lBS.) SIZE (lBS.) 3 x 3 0.33 0.33 3.00 5.50 30 30 x 24 0.66 0.61 16.00 25.00 1290 4 x 2 0.52 0.39 4.80 4.80 53 36 x 6 0.74 0.36 8.00 26.00 1175 4 x 3 0.34 0.33 3.50 6.50 34 36 x 16 0.74 0.50 12.50 26.00 1475 4 x 4 0.34 0.34 4.00 6.50 40 6 x 3 0.36 0.33 3.50 8.00 50 6 x 4 0.36 0.34 4.00 8.00 65 6 x 6 0.36 0.36 5.00 8.00 62 8 x 4 0.38 0.34 4.50 9.00 75 L 8 x 6 0.38 0.36 5.50 9.00 78 8 x 8 0.38 0.38 6.50 9.00 88 T1 10 x 4 0.40 0.34 4.00 11.00 90 10 x 6 0.40 0.36 5.00 11.00 106 10 x 8 0.40 0.38 6.50 11.00 114 J 10 x 10 0.40 0.40 7.50 11.00 126 12 x 4 0.42 0.34 4.50 12.00 118 12 x 6 0.42 0.36 5.50 12.00 133 12 x 8 0.42 0.38 6.50 12.00 134 T 12 x 10 0.42 0.40 7.50 12.00 145 H H 12 x 12 0.42 0.42 8.75 12.00 170 ïƒª MJ x SWIvEl PARAllEl TEE 14 x 6 0.47 0.36 6.50 14.00 185 14 x 10 0.47 0.40 8.50 14.00 244 NOM. WT T T1 h J l 14 x 12 0.47 0.42 9.50 14.00 284 SIZE (lBS.) 14 x 14 0.47 0.47 10.50 14.00 305 6 x 6 0.36 0.36 8.00 12.50 10.00 83 16 x 6 0.50 0.36 6.50 15.00 207 8 x 6 0.38 0.36 9.00 13.50 11.00 105 16 x 8 0.50 0.38 7.50 15.00 260 10 x 6 0.40 0.38 11.00 14.00 13.00 125 16 x 10 0.50 0.40 8.50 15.00 287 16 x 12 0.50 0.42 9.50 15.00 312 16 x 14 0.50 0.47 10.50 15.00 348 16 x 16 0.50 0.50 11.50 15.00 374 18 x 6 0.54 0.36 6.50 15.50 325 B B 18 x 8 0.54 0.38 7.50 15.50 351 18 x 12 0.54 0.42 9.50 15.50 358 18 x 18 0.54 0.54 12.50 16.50 445 20 x 6 0.57 0.36 6.50 17.00 360 20 x 8 0.57 0.38 8.00 17.00 339 T1 24 x 6 0.61 0.36 7.00 19.00 406 A T 24 x 8 0.61 0.38 8.00 19.00 472 24 x 12 0.61 0.42 10.00 19.00 580 24 x 16 0.61 0.50 12.00 19.00 744 ïƒª MJ x MJ TRuE WyES 24 x 24 0.61 0.61 16.00 22.00 950 30 x 6 0.66 0.36 8.00 23.00 675 NOM. WT T T1 A B 30 x 8 0.66 0.38 8.50 23.00 695 SIZE (lBS.) 30 x 12 0.66 0.42 10.00 23000 715 24 x 14 0.61 0.47 9.00 11.50 395 30 x 16 0.66 0.50 12.50 23.00 1125 30 x 24 0.66 0.61 8.00 17.00 815 (Conâ€™t)ïƒ† REV.07 ïƒªNot Included in AWWA C153 Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 7 Utility Pipe Fittings and Accessories Compact MJ Fittings ANSI/AWWA C153/A21.53 MJ CROSSES (Conâ€™t) T1 NOM. WT T T1 h J J SIZE (lBS.) 36 x 36 0.74 0.74 26.00 26.00 2811 H H ïƒª 42 x 24 0.82 0.61 20.00 27.50 2480 J ïƒª 42 x 36 0.82 0.74 30.00 30.00 3900 T ïƒª 48 x 24 0.90 0.61 23.00 32.00 3670 ïƒª 48 x 30 0.90 0.66 23.00 32.00 4505 ïƒª 48 x 36 0.90 0.74 33.50 32.25 4700 MJ CROSSES NOM. WT T T1 h J SIZE (lBS.) 3 x 3 0.33 0.33 3.00 3.00 35 L1 L2 ïƒª 4 x 3 0.34 0.33 3.50 4.00 38 4 x 4 0.34 0.34 4.00 4.00 40 ïƒª 6 x 4 0.36 0.34 4.00 5.00 68 6 x 6 0.36 0.36 5.00 5.00 80 ïƒª 8 x 4 0.38 0.34 4.00 6.00 99 T T ïƒª 8 x 6 0.38 0.36 5.00 6.00 100 8 x 8 0.38 0.38 6.00 6.00 106 MJ SlEEvES ïƒª 10 x 4 0.40 0.34 4.00 7.00 120 NOM. ShORT SlEEvES lONg SlEEvES ïƒª 10 x 6 0.40 0.36 5.00 7.00 125 SIZE T l1 WT (lBS.) l2 WT (lBS.) ïƒª 10 x 8 0.40 0.38 6.50 7.00 130 ïƒª 2 0.30 7.50 8 12.00 13 10 x 10 0.40 0.40 7.00 7.00 145 3 0.33 7.50 13 12.00 18 ïƒª 12 x 4 0.42 0.34 4.00 8.50 123 4 0.34 7.50 17 12.00 20 ïƒª 12 x 6 0.42 0.36 5.00 8.50 142 6 0.36 7.50 28 12.00 36 ïƒª 12 x 8 0.42 0.38 6.00 8.50 157 8 0.38 7.50 38 12.00 46 ïƒª 12 x 10 0.42 0.40 7.50 8.50 189 10 0.40 7.50 49 12.00 62 12 x 12 0.42 0.42 8.50 8.50 200 12 0.42 7.50 56 12.00 76 ïƒª 14 x 6 0.47 0.36 6.50 10.50 210 14 0.47 9.50 93 15.00 125 ïƒª 14 x 8 0.47 0.38 7.50 10.50 231 16 0.50 9.50 108 15.00 172 ïƒª 14 x 10 0.47 0.40 8.50 10.50 255 18 0.54 9.00 160 15.00 225 ïƒª 14 x 12 0.47 0.42 9.50 10.50 269 20 0.57 9.00 195 15.00 255 14 x 14 0.47 0.47 10.50 10.50 335 24 0.61 9.00 255 15.00 335 ïƒª 16 x 6 0.50 0.36 6.50 11.50 250 30 0.66 15.00 500 24.00 670 ïƒª 16 x 8 0.50 0.38 7.50 11.50 264 36 0.74 15.00 725 24.00 1091 ïƒª 16 x 10 0.50 0.40 8.50 11.50 286 42 0.82 15.00 877 24.00 1390 ïƒª 16 x 12 0.50 0.42 9.50 11.50 310 48 0.90 15.00 1406 24.00 1740 16 x 16 0.50 0.50 11.50 11.50 385 ïƒª 18 x 12 0.54 0.42 9.50 12.50 348 L2 18 x 18 0.54 0.54 12.50 12.50 478 ïƒª 20 x 8 0.57 0.38 8.00 14.00 379 ïƒª 20 x 12 0.57 0.42 10.00 14.00 413 ïƒª 20 x 18 0.57 0.54 13.00 14.00 554 ID 20 x 20 0.57 0.57 14.00 14.00 590 ïƒª 24 x 6 0.61 0.36 7.00 16.00 481 T ïƒª 24 x 8 0.61 0.38 8.00 16.00 500 ïƒª MJ DuAl PuRPOSE SlEEvES W/ OvERSIZE glANDS ïƒª 24 x 12 0.61 0.42 10.00 16.00 529 ïƒª 24 x 16 0.61 0.50 12.00 16.00 576 NOM. WT PIPE SIZE T l (I.D.) ïƒª 24 x 18 0.61 0.54 13.00 16.00 868 SIZE (lBS.) ïƒª 24 x 20 0.61 0.57 14.00 16.00 1015 4 4.80 - 5.00 0.34 12.00 5.10 20 24 x 24 0.61 0.61 16.00 16.00 881 6 6.90 - 7.10 0.36 12.00 7.20 36 ïƒª 30 x 12 0.66 0.42 10.00 20.00 870 8 9.05 - 9.30 0.38 12.00 9.40 46 ïƒª 30 x 24 0.66 0.61 16.00 20.00 1333 10 11.10 - 11.40 0.40 12.00 11.50 62 30 x 30 0.66 0.66 22.00 22.00 1691 12 13.20 - 13.50 0.42 12.00 13.60 76 ïƒª 36 x 24 0.74 0.61 16.00 23.50 1840 16 17.40 - 17.80 0.50 15.00 17.94 172 (Conâ€™t)ïƒ† REV.07 Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS ïƒªNot Included in AWWA C153 STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 8 Joint Restraint Products StargripÂ® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Patent #5,772,252 INFORMATION The StargripÂ® Mechanical Joint Restraint System is a unique product with a proven design that provides an exceptional restraining system for mechanical joint fittings (AWWA C153 or C110), valves, fire hydrants and all classes of ductile iron pipe. More Adaptable for Field Use StargripÂ® series 3000 for Ductile Iron Pipe FEATURES & ADVANTAGES â€¢ Gland is made from high strength Ductile Iron per ASTM A536, Grade 65-45-12 and is compatible with all Mechanical Joints conforming to ANSI/AWWA C111/A21.11. â€¢ The Wedge Assembly is designed with a Break-Off Torque Control Nut that will only break off in one direction, ensuring proper installation. â€¢ The StargripÂ® offers a full 5Â° deflection through 12" size, 3Â° on 14"-24", 2Â° on 30"-36" and 1Â° on 42"-48". â€¢ Minimum safety factor of 2:1. â€¢ StargripÂ® sizes 3"-36" are listed with Underwriters Laboratories Inc. and sizes 3"-12" are approved by Factory Mutual Research. â€¢ The Wedges are heat treated to a minimum of 370 BHN. â€¢ The Wedge Assembly is designed to fit specific pipe sizes and is field repairable. â€¢ No special tools are required for installation of the StargripÂ®. â€¢ StargripÂ® eliminates tie rods and thrust blocks. â€¢ Standard gland color is Graphite Black (RAL 9011). SAMPLE SPECIFICATIONS Restrainer mechanism shall be integrated into the design of the follower gland. As the mechanism is activated, multiple wedging action shall be imparted against the pipe increasing its resistance as internal pressure increases. After burial of the restraining mechanism, joint flexibility shall be maintained. The actuating bolt shall be threaded into the restraining wedge and have a 1-1/4" hex operating nut. The operating nut shall be threaded onto the actuating bolt, not swaged or riveted. The restraining twist off nut bolt system shall have a torque-limiting feature designed to break off at preset torque levels, thus insuring proper action of restraining device. Glands shall be manufactured of high strength ductile iron in accordance with ASTM A536 Grade 65-45-12 requirements. The wedge shall be manufactured of high strength ductile iron and be heat treated to a minimum hardness of 370 BHN. Applicable dimensions shall conform to ANSI/AWWA C111/A21.11 and shall be incorporated into the mechanical joint restraint so that the device facilitates use with standard mechanical joint bells. The mechanical joint restraint mechanism shall have a maximum water working pressure of 350 PSI for sizes 3"-16" and 250 PSI for sizes 18" and above. All sizes shall have a minimum safety factor of 2:1 (i.e. twice the maximum pressure rating of the restraint). The mechanical joint restraint mechanism shall be Underwriters Laboratories listed on size 3" through 36" and Factory Mutual Research Approved on size 3"-12". The restraint mechanism shall be StarÂ® Pipe Products StargripÂ® series 3000 or an approved equal. REV.07 Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 3 Joint Restraint Products StargripÂ® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Patent #5,772,252 TECHNICAL INFORMATION STARGRIPÂ® 3000 SPECIFICATIONS* MAX PRESSURE NOM. F W/NUTS NO. OF NO. OF APPROX WT. RATING A B C D E F G SIZE TWISTED OFF WEDGES T-BOLTS (LBS) (PSI) 3 350 4.84 2.40 4.06 6.19 3/4 9.85 8.45 7.69 2 4 6 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.28 9.15 2 4 8 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.38 11.15 3 6 12 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.53 13.40 4 6 17 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.58 15.92 6 8 24 12 350 14.32 2.51 13.30 16.25 7/8 19.50 12.68 17.90 8 8 34 14 350 16.40 2.91 15.44 18.75 7/8 21.25 19.82 20.25 10 10 49 16 350 18.50 2.91 17.54 21.00 7/8 23.34 21.92 24.83 12 12 56 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.84 25.25 12 12 59 20 250 22.70 2.67 21.74 25.50 7/8 28.56 27.00 27.50 14 14 75 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.30 31.54 16 16 139 30 250 33.29 3.49 32.17 36.88 1-1/8 40.12 38.56 39.12 20 20 199 36 250 39.59 3.49 38.47 43.75 1-1/8 46.42 44.86 46.00 24 24 232 42 250 45.79 5.15 44.75 50.62 1-3/8 54.86 53.32 53.12 28 28 400 48 250 52.09 5.15 51.05 57.50 1-3/8 61.16 59.62 59.42 32 32 488 *All dimensions in inches except where indicated. REV.07 Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 4 Seal-Tite Flange Accessory Packs Class 125 & Class 250 Seal-Tite Ring and Full Face Flange 1/8â€ Full Face 1/8â€ Ring Type Size Seal-Tite Seal-Tite 2â€ FBR-020-* RBP-020-* 2-1/2â€ FBR-025-* RBP-025-* 3â€ FBR-030-* RBP-030-* 4â€ FBR-040-* RBP-040-* 5â€ FBR-050-* RBP-050-* 6â€ FBR-060-* RBP-060-* Seal-Tite Gaskets - Full Face and Ring Type to 8â€ FBR-080-* RBP-080-* ï¬ t ANSI B16.1-Class 125 Flanges. 10â€ FBR-100-* RBP-100-* Reference Standard: ANSI B16.1 - Flange Dimen- 12â€ FBR-120-* RBP-120-* sions - Class 125 14â€ FBR-140-* RBP-140-* 16â€ FBR-160-* RBP-160-* Material Standard: SBR 18â€ FBR-180-* RBP-180-* Heavy Hex Head Bolts and Nuts 20â€ FBR-200-* RBP-200-* 24â€ FBR-240-* RBP-240-* Reference Standard: Heavy hex head steel bolts 30â€ FBR-300-* - to ANSI B18.2.1 with heavy hex steel nuts to ANSI 36â€ FBR-360-* - B18.2.2. Bolts to be threaded to ANSI B1.1 uniï¬ ed inch screw threads, Class 2A external & Class 2B in- ternal. Material Standard: to conform to ASTM A307 speci- ï¬ cation for carbon steel externally threaded standard fasteners, Grade B. Zinc plated - ASTM B633, Stain- *Add sufï¬ x: less Steel 304 & 316 Bolts - ASTM F593 Stainless Steel â€œZâ€ for Zinc Plated. 302 & 316 Nuts - ASTM F594 â€œ304â€ for 304 Stainless Steel â€œ316â€ for 316 Stainless Steel â€œ250â€ for Zinc Class 250 Flange Accessories WARNING: This product can expose you to chemicals including lead, which is known to the State of California to cause cancer and birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov. NAPAC - UNITED Distribution Centers 1218 229 Southbridge Street, Worcester, MA 01608 Jacksonville, Florida Tel: (800) 807-2215 Fax: (800) 807-2214 www.napacinc.com NOTES: OLYMPIC FOUNDRY INC. 24", 30" 36" VALVE BOX BASE MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. 940 APPROX WT: 35 Lbs REV: A DATE: 7/16/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 7/16/2003 TOLERANCE REV: DATE: XX +- .1 BY: DATE: XXX +- .06 CHKD: CL DATE: 7/16/2003 DWG #: 940 24 BOTTOM SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG NOTES: OLYMPIC FOUNDRY INC. 18" VALVE BOX TOP MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. 940 APPROX WT: 33 Lbs REV: A DATE: 7/16/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 7/16/2003 TOLERANCE REV: DATE: XX +- .1 BY: DATE: XXX +- .06 CHKD: CL DATE: 7/16/2003 DWG #: 940 18 TOP SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG NOTES: OLYMPIC FOUNDRY INC. DEEP SKIRT VALVE BOX COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. 940 DS APPROX WT: 12 Lbs REV: A DATE: 7/16/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 7/16/2003 TOLERANCE REV: DATE: XX +- .1 BY: DATE: XXX +- .06 CHKD: CL DATE: 7/16/2003 DWG #: 940 DEEP SKIRT LID SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG Submittal Ductile Iron Flanged Fittings ANSI/A WW A C1 10/A21.10 general sPeCiFiCations Material: Ductile iron per ASTM A536 Pressure: 250 PSI ratiing for 1" - 48" sizes and 150 PSI rating for 54" - 64" testing: In accordance with ANSI/AWWA C110/A21.10, UL and FM requirements laying length: 2" - 48" sizes in accordance with ANSI/AWWA C110/A21.10 and ANSI B16.1 and 54" - 64" sizes in accordance with ANSI/AWWA C153/ MEMBER A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) Weights: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coatings APPROVED Drilling: In accordance with ANSI/AWWA C110/A21.10, ANSI/AWWA C153/A21.53 and ANSI B16.1 Class 125 Flanges CeMent lining: In accordance with ANSI/AWWA C104/A21.4 -- sizes 1"- 3" single thickness and sizes 4"- 64" double thickness aPProvals: 2" - 12" Underwriters Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating. Please consult factory for detail listing and approvals. 2" and greater are UL/NSF-61. DiMensions: All dimensions are in inches unless noted otherwise. SUBMITTAL INFORMATION T B.C. PROJECT NAME: ENGINEER: O.D. SIZE CONTRACTOR: SPEC. SECTION: Flange Details noM. Bolt hole Bolts o.D. B.C. t siZe Dia. siZe no. 1 4.25 3.12 0.44 0.62 Â½ x 2 4 1 Â½ 5.00 3.88 0.56 0.62 Â½ x 2 4 2 6.00 4.75 0.62 0.75 â… x 2 Â¼ 4 2 Â½ 7.00 5.50 0.69 0.75 â… x 2 Â½ 4 3 7.50 6.00 0.75 0.75 â… x 2 Â½ 4 4 9.00 7.50 0.94 0.75 â… x 3 8 5 10.00 8.50 0.94 0.88 Â¾ x 3 8 6 11.00 9.50 1.00 0.88 Â¾ x 3 Â½ 8 8 13.50 11.75 1.12 0.88 Â¾ x 3 Â½ 8 10 16.00 14.25 1.19 1.00 â…ž x 4 12 12 19.00 17.00 1.25 1.00 â…ž x 4 12 14 21.00 18.75 1.38 1.13 1 x 4 Â½ 12 16 23.50 21.25 1.44 1.13 1 x 4 Â½ 16 18 25.00 22.75 1.56 1.25 1 â…› x 5 16 20 27.50 25.00 1.69 1.25 1 â…› x 5 20 24 32.00 29.50 1.88 1.38 1 Â¼ x 5 Â½ 20 30 38.75 36.00 2.12 1.38 1 Â¼ x 6 Â½ 28 36 46.00 42.75 2.38 1.63 1 Â½ x 7 32 42 53.00 49.50 2.62 1.63 1 Â½ x 7 Â½ 36 48 59.50 56.00 2.75 1.63 1 Â½ x 8 44 54 66.25 62.75 3.00 2.00 1 Â¾ x 8 Â½ 44 60 73.00 69.25 3.12 2.00 1 Â¾ x 9 52 64 80.00 76.00 3.38 2.00 1 Â¾ x 9 52 SIZE RANGE (Please specify): LINING OPTIONS (Please check one): COATING OPTIONS (Please check one): Size Range _____________________________ Standard: Cement-lined and asphalt seal coat per Standard: Red Prime Coat ANSI/AWWA C104/A21.4 and UL/NSF-61 Optional: Asphaltic seal coat per ANSI/AWWA Optional: FBE (Fusion Bonded Epoxy) per ANSI/ C104/A21.4 AWWA C116/A21.15 and UL/NSF-61 Optional: FBE (Fusion Bonded Epoxy) per ANSI/ Optional: P401 (Protecto 401) Ceramic Epoxy - AWWA C116/A21.15 and UL/NSF-61 sewer applications only. Not NSF-61 Optional: Other (specify) ________________ Optional: Other (specify) __________________ UCAT.12.01-SUB Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 1 SUBMITTAL INFORMATION Iron Service Saddles - (FC101-xxx-TAP style) FC101 EPOXY COATED SINGLE BAND IRON SERVICE SADDLES FOR DUCTILE IRON AND A/C PIPE Finish: Epoxy Coating Threads - CC or IP per AWWA C800 Heavy hex nuts - Nuts are coated to prevent galling Nylatron Washers (both sides) EPDM Gasket Stainless Steel Washer (open lug side) Closed Lug Stainless Steel Studs Stainless Steel Band N. P O.D. A. C âœ“ S S R (I.) W. L. N I() 2" 2.35 - 2.50 1.8 FC101-250-TAP 2-1/2" 2.75 - 2.90 2.0 FC101-290-TAP 3.46 - 3.80 2.3 FC101-380-TAP 3" 3.80 - 4.25 2.5 FC101-425-TAP 4.26 - 4.80 3.0 * FC101-480-TAP 4" 4.74 - 5.26 3.2 * FC101-526-TAP 4.50 - 5.40 3.2 FC101-540-TAP 5.94 - 6.69 3.5 FC101-669-TAP 6.63 - 6.90 3.9 * FC101-690-TAP 6" 6.84 - 7.60 3.5 FC101-760-TAP 6.63 - 7.61 3.5 FC101-761-TAP 7.93 - 8.71 4.1 FC101-871-TAP 8.63 - 9.05 4.4 * FC101-905-TAP 8" 8.99 - 9.79 4.5 * FC101-979-TAP 8.63 - 9.80 4.5 FC101-980-TAP 10.00 - 10.75 5.8 FC101-1075-TAP 10" 11.10 - 12.12 5.8 FC101-1212-TAP 10.64 - 12.13 5.8 FC101-1213-TAP 12.00 - 12.75 7.0 FC101-1275-TAP 12" 13.20 - 14.38 7.0 FC101-1438-TAP 12.62 - 14.39 7.0 FC101-1439-TAP * These saddles are available with 1-1/4", 1-1/2" and 2" taps O T C CC (AWWA) T IP T T C N âœ“ S I() T C N âœ“ S I() 1/2" CC CC1 3/4" IP IP3 3/4" CC CC3 1" IP IP4 1" CC CC4 T A W S I B A (*) T A W S I B A (*) 1-1/4" IP *** IP5 1-1/4" CC *** CC5 1-1/2" IP IP6 1-1/2" CC CC6 2" IP IP7 2" CC CC7 *** Contact factory for availability FEATURES â€¢ Body made of high strength ductile iron per ASTM A536 â€¢ Wide band and 5/8" UNC threaded studs of type 304 stainless steel. For saddles 3" or smaller, studs are 1/2" â€¢ Gasket is EPDM rubber per ASTM D2000 â€¢ Finish on saddle body is fusion-bonded epoxy coating â€¢ Certified to ANSI/NSF Standard 61 â€¢ Conforms to AWWA C800 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. Our standard warranty applies. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 10/15/19 Date: 2-18-21 To: Re: Submittal Information This will certify that all carbon steel pipe spools fabricated by Custom Pipe and Fabrication are made to conform to AWWA C200, AWWA C207 & AWWA C606. Custom Pipe & Fabrication fabricates spools in Stanton California, Phoenix Arizona & Woodburn Oregon. Material used in accordance with AWWA & ANSI standards Pipe AWWA C200 ASTM A53 Grade â€˜Bâ€™ ERW Standard Weight Steel Water Pipe Flanges AWWA C111/ ASTM B16.1 - 150# Companion Flange Lining N/A Coating N/A Sincerely: Kathy Olsen Custom Pipe & Fabrication Arizona California California Florida New Mexico Oregon Texas Texas Phoenix Fresno Stanton Plant City Clovis Woodburn Conroe Lubbock 602.276.2944 559.834.1342 800.553.3058 813.752.1999 575.769.1961 503.981.0223 936.539.2210 800.460.4906 Page 1 SEC 15 TWP 31 RGE 5E ARLINGTON BLDG 3107 WATERLINE SITE ARLINGTON BLDG 3107 WATERLINE TerraVista NW LLC Consulting Engineers GENERAL INFORMATION Plotted: Feb 25, 2021 - 8:29am Rodney T:\Projects\210104 Bldg 3107 Waterline (Arlington)\Plans\3107_P-CIVIL.dwg Layout Name: C1.1-GEN INFO C1.1 SEC 15 TWP 31 RGE 5E â€œ â€ ARLINGTON BLDG 3107 WATERLINE TerraVista NW LLC Consulting Engineers GENERAL NOTES Plotted: Feb 25, 2021 - 8:29am Rodney T:\Projects\210104 Bldg 3107 Waterline (Arlington)\Plans\3107_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES C1.2 SEC 15 TWP 31 RGE 5E 0 10 20 Scale in Feet ARLINGTON BLDG 3107 WATERLINE TerraVista NW LLC Consulting Engineers SITE PLAN Plotted: Feb 25, 2021 - 8:29am Rodney T:\Projects\210104 Bldg 3107 Waterline (Arlington)\Plans\3107_P-CIVIL.dwg Layout Name: C2.1-SITE PLAN C2.1 SEC 15 TWP 31 RGE 5E ARLINGTON BLDG 3107 WATERLINE TerraVista NW LLC Consulting Engineers WATER STANDARD DETAILS Plotted: Feb 25, 2021 - 8:29am Rodney T:\Projects\210104 Bldg 3107 Waterline (Arlington)\Plans\3107_P-CIVIL.dwg Layout Name: C3.1 WATER STD DET C3.1 PRE-CONSTRUCTION MEETING AGENDA Community & Economic Development City of Arlington â€¢ 18204 59th Avenue NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403 3551 Project Name: Gong 3107 Waterline Project No.: PWD#2435 Meeting Date: Contractor: Coast Construction Group Superintendent: Ph. No.: The purpose of this meeting is to provide the most common inspections and noteworthy information. This meeting is not intended to be all-encompassing. It is the responsibility of the Owner, Developer and Contractor to adhere to the approved plans, verify compliance with the City of Arlington Municipal Code, Public Works Design and Construction Standards, International Code Council (ICC), applicable local, state and federal requirements or any order, proclamation, guidance or decision of the Governor. In addition, construction sites shall adhere to current COVID-19 Jobsite Safety Requirements as per local, state and federal regulations. INSPECTIONS ï‚· INSPECTIONS (360-403-3417) MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE ï‚· Inspections are Monday-Friday with exception of Local, State or Federal Holidays. Building, Storm and Civil Inspections - 8 am to 4:30 pm; Water or Sewer inspections - 8:00 am to 3:30 pm ï‚· To cancel or modify an inspection - Building, Storm or Civil call 360-403-3433; Water or Sewer call 360-403-3526 ï‚· It is the responsibility of the Owner, Developer and Contractor to call and arrange for appropriate inspections. Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work. ï‚· Failure to call for inspection may result in work being left exposed and/or removed and reconstructed ï‚· Re-inspections may be charged at $127.00 per hour, Â½ hour minimum for failure to call for inspection CONSTRUCTION HOURS & CONSTRUCTION STANDARDS ï‚· Monday â€“ Saturday 7 am to 7pm. No Sundays or City recognized or Federal Holidays -SEE FULL LIST OF 2021 FEDERAL HOLIDAYS ï‚· City of Arlington Design and Construction Standards and Specifications (Available online at www.arlingtonwa.gov) Submittal Documents ïƒ¾ Contractor contacts and 24 hr. emergency numbers: N/A Copies of other agency permits or proof that the Trevor Gaskin 360-474-0600 application is in progress â€“ ïƒ¾ Proof of insurance listing the City of Arlington as additional ïƒ¾ One week prior to the pre-construction meeting. insured: Submittals for all materials and subcontractor ïƒ¾ Performance Bond#: 4440196 approvals: DISCUSS AT PRE-CON AS NECESSARY ïƒ¾ Contractorâ€™s License: COASTCG865CG exp.: 2/18/2022 ï¯ Testing Company Name and Contact Information: ïƒ¾ CESCL Name: Dave Prause Civil Permit Expiration Date: September 5, 2022 ïƒ¾ CESCL #: 81766 Exp. 7/24/2022 Binders and approved plans shall be kept onsite ïƒ¾ Contact State Historical Preservation Officer and Stillaguamish Tribe if required per Land Use Permit Sam Barr Dept. of Archaeology Historic Preservation Stillaguamish Tribe of Indians 360-586-3065 sbarr@stillaguamish.com Ph.: 360-622-7055 Revised 11/2019 Inspections shall include, but are not be limited to: General Inspection Line 360-403-3417 Do not cover without inspection ï² Erosion (TESC) ï² ï‚· Installation Methods ï‚· Materials ï‚· Staking Requirements ï‚· Lamping and videotaping if required ï‚· Bedding ï‚· Bulk Hydrant Use â€“ 360-403-3526 ï‚· Suitability of native backfill & compaction requirements ï‚· Call for Locates ~Landscaping ï² ï‚· Inspect final grade for lawn installation ï‚· Inspect miscellaneous landscape items ï‚· (Hydro- seed/sod) ï‚· Final Inspection Water Inspections - 360-403-3526 Do not cover without inspection ï² ï‚· Installation methods ï‚· Materials ï‚· Staking requirements ï‚· Thrust blocks ï‚· Bedding (if required) ï‚· Testing & Purity ï‚· CDF required in right of way per R-140 ï‚· Hydrant RPMâ€™s ï‚· Payment of fees prior to meter set Building Inspection Line 360-403-3417 ï² ï‚· Inspection request procedures and scheduling ï‚· Permit Expiration, conditions for extension, renewal ï‚· FDC/Fire Department Connection ï‚· Revisions, changed conditions, and added work General Utility Requirements: 1. Maintain survey staking. 2. All pipe in ground shall be inspected before cover. 3. Take pictures. 4. Call if you have any questions. 5. No pipe received on site without the ends covered; covers will remain in place until installation 6. Signed set of approved construction drawings will be on site. 7. General site maintenance - No garbage in the ditch; no fittings/pipe in the mud; fitting assembly in a clean area. 8. Maintain horizontal and vertical clearance with other utilities. 9. Maximum amount of open trench shall not exceed 100 feet. 10. Dropped and/or damaged pipe will be removed from the site and replaced. 11. Anticipate the possibility of high ground water in this area. De-watering pumps will need to be available and in good working condition if needed. 12. A Red Line copy of the construction drawings will be submitted to the COA at the project completion with the as-built plans. 13. Tracer Tape required for any non-detectable pipe. General Water Requirements 14. All service lines shall be 2 inches and reduced at meter. 15. No 2 inches setters will be installed without restraint rods/spacer (Spud) in place. No wood spacers. 16. Pipe handling - Anticipate low water flows for flushing, keep the pipe/fittings clean. Water tight plug shall be used. 17. Once fittings arrive on site they need to be verified that they conform to approved submittals/COA STD. 18. Reduced Pressure Backflow Assembly (RPBA) is required, preferably inside the building. The RPBA must be in line where the water enters the building. Placement of the RPBA is a minimum of 1 foot and a maximum of 5 feet from ground level. Revised 11/2019 19. Mega Lugs and Field Locks are required. 20. All valves to be in the closed position to prevent debris/water from entering pipe. 21. Heavy plastic (4 mil. min.) on all fittings prior the thrust blocking. 22. Pre-block and post-block inspections are required. An ecology block may be used with crushed rock backfill compacted to 95%, as needed. ï‚· Ecology Â½ block - 2â€™x2â€™x3â€™ (1900 lbs.); or ï‚· Ecology full block â€“ 2â€™x2â€™x6â€™ (3850 lbs.); or ï‚· Per standard detail W-160 thru W-175. 23. All Services will be flushed prior to testing or connecting to the check valve to prevent the check valve from damage. 24. What type of chlorination will you use? Disposal of the Super Chlorinated water? 25. Tie-in connections shall be less than 18 feet and swabbed with a chlorinated water solution of appropriate strength. 26. Water meter will not be set until connection fees have been paid. Contact the Permit Center for or apply online. 360-403-3551 or arlingtonwa.gov/254/Construction-Utility-Applications General Contact and As-Built Information o Building Official: Kevin Olander â€“ kolander@arlingtonwa.gov 360-403-3433 o Community & Economic Development Mainline â€“ ced@arlingtonwa.gov 360-403-3551 ï‚· Public Works Department â€“ 360-403-3526 ï‚· Water: Gus Tararan â€“ gtararan@arlingtonwa.gov 360-403-3542 ï‚· Sewer: Joe Wilson â€“ jwilson@arlingtonwa.gov 425-754-7442 27. Please include all above COA Staff when sending correspondence. 28. Plan Revisions shall be submitted electronically and via hard copy to CED Department for review. o Two (2) copies of revised plans shall be required o Permit numbers shall be added to all reports or revisions. 29. As-built plan submittal shall be required â€“ submit contractor redlined plans with as-built submittal. 30. A separate legal and exhibit map submittal will be require for Easements and/or Dedications. These shall be submitted with As-Built submittal and are reviewed by COA Staff. City Council approval is required for Right of Way Dedications. Revised 11/2019 City of Arlington Community & Economic Development March 12, 2021 Gong Investments, LLC 2617 98th PL SE Everett, WA 98208 RE: Pre-Construction Requirements Project Name: Arlington Bldg. 3107 Waterline Project Address: 19319 63rd Ave NE, Arlington, WA 98223 Project No.: PWD-2435 Dear Mr. Gong In order for work to commence at the Arlington Bldg. 3107 Waterline project site, a construction security by way of bond or assignment of funds needs to be submitted to the City of Arlington. The City of Arlington Performance Bond and Assignment of Funds forms are enclosed for your convenience and the city requires the original document. This security is to insure completion of the following and shall be indicated on the security: All included appurtenances, relating to water the water main connection Performance Bond Estimated Cost of Construction is $2,520.00 x 150% = $3,780.00 The construction security shall be released when inspection and approval of all work has been completed, the bill of sale for the water appurtenances has been approved and a two-year, 20% maintenance security is on file with the City of Arlington. The City does not have a template for the maintenance security, however the Suretyâ€™s standard form is acceptable and the following verbiage shall be indicated on the security. All included appurtenances, relating to water the water main connection The bond shall not be released without written discharge from the City of Arlington Maintenance Bond Estimated Cost of Construction $2,520.00 x 20% = $504.00 Should you have any questions or require additional information, please contact me at 360.403.3551 or lpeterson@arlingtonwa.gov Sincerely, Launa Peterson Launa Peterson Permit Technician II Community & Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov COMMERCIAL AUTO CA 88 10 01 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGE INDEX SUBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT 3 ACCIDENTAL AIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 18 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 21 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 22 EXTRA EXPENSE â€“ BROADENED COVERAGE 10 GLASS REPAIR â€“ WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) 6 HIRED AUTO COVERAGE TERRITORY 20 LOAN / LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE â€“ ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 RENTAL REIMBURSEMENT 9 SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19 SECTION II â€“ LIABILITY COVERAGE is amended as follows: 1. BROAD FORM INSURED SECTION II â€“ LIABILITY COVERAGE, paragraph A.1. â€“WHO IS AN INSURED is amended to include the following as an insured: d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, â€œinsuredâ€ does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form, other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; Â©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 1 of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To â€œbodily injuryâ€ or â€œproperty damageâ€ that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II â€“ LIABILITY COVERAGE, paragraph A.1. â€“WHO IS AN INSURED is amended to include the following as an insured: f. Any â€œemployeeâ€ of yours while using a covered â€œautoâ€ you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any â€œemployeeâ€. g. An â€œemployeeâ€ of yours while operating an â€œautoâ€ hired or borrowed under a written contract or agreement in that â€œemployeeâ€™sâ€ name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the â€œemployeeâ€. 3. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II â€“ LIABILITY COVERAGE, paragraph A.1. â€“WHO IS AN INSURED is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered â€œautoâ€, provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an â€œinsuredâ€. However, such person or organization is an â€œinsuredâ€: (1) Only with respect to the operation, maintenance or use of a covered â€œautoâ€; (2) Only for â€œbodily injuryâ€ or â€œproperty damageâ€ caused by an â€œaccidentâ€ which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION II â€“ LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an â€œaccidentâ€ we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earnings up to $500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II â€“ LIABILITY, exclusion B.5. FELLOW EMPLOYEE does not apply if the â€œbodily injuryâ€ results from the use of a covered â€œautoâ€ you own or hire. SECTION III â€“ PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III â€“ PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired â€œautosâ€ are covered â€œautosâ€ for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any â€œautoâ€ you own, then the Physical Damage coverages provided are extended to â€œautosâ€: a. You hire, rent or borrow; or Â©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 2 of 7 b. Your â€œemployeeâ€ hires or rents under a written contract or agreement in that â€œemployeeâ€™sâ€ name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for â€œlossâ€ in any one â€œaccidentâ€ or â€œlossâ€ is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the â€œlossâ€; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned â€œautoâ€ for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered â€œautoâ€ you own. D. Subject to a maximum of $750 per â€œaccidentâ€, we will also cover the actual loss of use of the hired â€œautoâ€ if it results from an â€œaccidentâ€, you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any â€œautoâ€ that is hired, rented or borrowed with a driver; or (2) Any â€œautoâ€ that is hired, rented or borrowed from your â€œemployeeâ€. For the purposes of this provision, SECTION V â€“ DEFINITIONS is amended by adding the following: â€œTotal lossâ€ means a â€œlossâ€ in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION III â€“ PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered â€œautoâ€ classified and rated as a private passenger type, â€œlight truckâ€ or â€œmedium truckâ€ is disabled: a. For private passenger type vehicles, we will pay up to $50 per disablement. b. For â€œlight trucksâ€, we will pay up to $50 per disablement. â€œLight trucksâ€ are trucks that have a gross vehicle weight (GVW) of 10,000 pounds or less. c. For â€œmedium trucksâ€ , we will pay up to $150 per disablement. â€œMedium trucksâ€ are trucks that have a gross vehicle weight (GVW) of 10,001 â€“ 20,000 pounds. However, the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE- ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a., Coverage Extension of SECTION III â€“ PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of $50 per day and a maximum limit of $1,500 Â©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 3 of 7 9. RENTAL REIMBURSEMENT SECTION III â€“ PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an â€œautoâ€ because of â€œaccidentâ€ or â€œlossâ€, to an â€œautoâ€ for which we also pay a â€œlossâ€ under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the â€œaccidentâ€ or â€œlossâ€ to the covered â€œauto.â€ b. Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered â€œautoâ€. d. This coverage does not apply unless you have a business necessity that other â€œautosâ€ available for your use and operation cannot fill. e. If â€œlossâ€ results from the total theft of a covered â€œautoâ€ of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include â€œpersonal effectsâ€ as defined in provision 11. 10. EXTRA EXPENSE - BROADENED COVERAGE Under SECTION III â€“ PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of returning a stolen covered â€œautoâ€ to you. The maximum amount we will pay is $1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION III â€“ PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an â€œautoâ€ you own and that â€œautoâ€ is stolen, we will pay, without application of a deductible, up to $600 for â€œpersonal effectsâ€ stolen with the â€œauto.â€ The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V â€“ DEFINITIONS is amended by adding the following: For the purposes of this provision, â€œpersonal effectsâ€ mean tangible property that is worn or carried by an insured.â€ â€œPersonal effectsâ€ does not include tools, equipment, jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III â€“ PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for â€œlossâ€ relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturerâ€™s warranty. However, we agree to pay any deductible applicable to the other coverage or warranty. 13. AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III â€“ PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclusions 4.c. and 4.d. is deleted and replaced with the following: Â©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 4 of 7 Exclusion 4.c. and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered â€œautoâ€ at the time of the â€œlossâ€ and such equipment is designed to be solely operated by use of the power from the â€œautoâ€™sâ€ electrical system, in or upon the covered â€œautoâ€ and physical damage coverages are provided for the covered â€œautoâ€; or If the â€œlossâ€ occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 14. LOAN / LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION III â€“ PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a â€œtotal lossâ€ to a covered â€œautoâ€ owned by or leased to you in any one â€œaccidentâ€ is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered â€œautoâ€ is subject at the time of the â€œlossâ€ less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the â€œlossâ€, b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease, d. Transfer or rollover balances from previous loans or leases, e. Final payment due under a â€œBalloon Loanâ€, f. The dollar amount of any unrepaired damage which occurred prior to the â€œtotal lossâ€ of a covered â€œautoâ€, g. Security deposits not refunded by a lessor, h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered â€œautoâ€, i. Any amount representing taxes, j. Loan or lease termination fees; or 2. The actual cash value of the damage or stolen property as of the time of the â€œlossâ€. An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the â€œlossâ€. This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered â€œautoâ€ that incurred the loss serves as collateral, or lease written on the covered â€œautoâ€ that incurred the loss. C. SECTION V â€“ DEFINTIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: â€œTotal lossâ€ means a â€œlossâ€ in which the cost of repairs plus the salvage value exceeds the actual cash value. A â€œballoon loanâ€ is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. Â©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 5 of 7 15. GLASS REPAIR - WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III â€“ PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III â€“ PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to â€œlossâ€ caused by collision to such covered â€œautoâ€ of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the â€œautoâ€ is designed to carry while it is: a. In the charge of an â€œinsuredâ€; b. Legally parked; and c. Unoccupied. The â€œlossâ€ must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered â€œautoâ€ must exceed the deductible shown in the Declarations. This provision does not apply to any â€œlossâ€ if the covered â€œautoâ€ is in the charge of any person or organization engaged in the automobile business. SECTION IV â€“ BUSINESS AUTO CONDITIONS is amended as follows: 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV- BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 18. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS SECTION IV â€“ BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following: a. In the event of â€œaccidentâ€, claim, â€œsuitâ€ or â€œlossâ€, you must promptly notify us when it is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. Member, if you are a limited liability company; 4. An executive officer or the â€œemployeeâ€ designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (1) How, when and where the â€œaccidentâ€ or â€œlossâ€ took place; (2) The â€œinsuredsâ€ name and address; and (3) The names and addresses of any injured persons and witnesses. 19. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV â€“ BUSINESS AUTO CONDITIONS, paragraph A.5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an â€œaccidentâ€ or â€œlossâ€, our rights are waived also. Â©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 6 of 7 20. HIRED AUTO COVERAGE TERRITORY SECTION IV â€“ BUSINESS AUTO CONDITIONS, paragraph B.7., Policy Period, Coverage Territory, is amended by the addition of the following: f. For â€œautosâ€ hired 30 days or less, the coverage territory is anywhere in the world, provided that the insuredâ€™s responsibility to pay for damages is determined in a â€œsuitâ€, on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an â€œautoâ€ hired, leased, rented or borrowed with a driver. SECTION V â€“ DEFINITIONS is amended as follows: 21. BODILY INJURY REDEFINED Under SECTION V â€“ DEFINTIONS, definition C. is replaced by the following: â€œBodily injuryâ€ means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. COMMMON POLICY CONDITIONS 22. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A.â€“ CANCELLATION condition applies except as follows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. This provision does not apply in those states which require more than 60 days prior notice of cancellation. Â©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office, with its permission. Page 7 of 7 City of Arlington Community & Economic Development May 19, 2021 Gong Investments, LLC 2617 98th PL SE Everett, WA 98208 RE: Project Closeout Project Name: Arlington Bldg. 3107 Waterline Project Address: 19319 63rd Ave NE, Arlington, WA 98223 Project No.: PWD-2435 Dear Mr. Gong, Your construction project is concluded. Prior to performance bond #4440196 release, review and approval of all items related to the project closeout are required. 1. As-Built plans: a. Plans shall adhere to the Public Works Design and Construction Standard 1-11. b. Shall include all public and private infrastructure, and right of way improvements c. Submit one (1) full paper set along with the electronic format (PDF) d. AutoCAD files will be required with As-Built plan final approval 2. Maintenance Bond: a. A 2-year maintenance bond is required. The City of Arlington will accept Suretyâ€™s standard form or an Assignment of Funds b. The following shall be indicated on the security: i. The Bond shall not be released without written discharge from the City of Arlington ii. All items related to the water infrastructure. c. Maintenance Bond Estimated Cost of Construction $2,520.00 x 20% = $504.00 Please feel free to reach out should you have any questions. 360-403-3551 Sincerely, Launa Peterson, Permit Technician II Community and Economic Development 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov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