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Home My WebLink About18215 59th Ave NE_PWD1527_2026 âœ” âœ” âœ” Swire Coca-Cola, USA New Distribution Office/Warehouse 21052200101300 31052200101200 18215 59th Avenue NE Development of an Swire Coca-Cola, USA 12634 South 265 West Draper Utah 84020 801-816-5760 dreid@swirecc.com Daniel D. Filuk, Architect 300 West Clarendon Suite 320 Phoenix AZ 85013 602-234-1868 kimf@kdf-architects.com TerraVista NW, LLC 3204 Smokey Point Drive Suite 207 Arlington WA 98223 425-0840 erics@terravistanw.com 36704 05/15/2019 Big-D Construction 404 West 400 South Salt Lake City Utah 84101 801-415-6056 jbrooks@big-d.com CC BIGDCC*111K 12/3/2018 Kimberly A. Filuk 08/30/2018 16,600 cy cut/13,000cy fill 16,600 cy cut/13,000 cy fill 2,446,575.00 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY SITE ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL INFORMATION Plotted: Sep 12, 2018 - 11:38am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.1-GEN INFO C1.1 SEC 22 TWP 31 RGE 5E â€œ â€ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL NOTES Plotted: Sep 12, 2018 - 11:38am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES C1.2 SEC 22 TWP 31 RGE 5E â€ â€ â€ â€œ â€ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL NOTES Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.3-GEN NOTES C1.3 SEC 22 TWP 31 RGE 5E â€™ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP NOTES Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C2.1-SWPPP NOTES C2.1 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C2.2-SWPPP C2.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers PAVING PLAN Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C3.1 PAVING PLAN C3.1 SEC 22 TWP 31 RGE 5E 0 20 40 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers PAVING PLAN (WEST) Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C3.2 PAVING PLAN (W) C3.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GRADING & DRAINAGE PLAN Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C4.1 GRADING PLAN C4.1 SEC 22 TWP 31 RGE 5E 0 20 40 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GRADING & DRAINAGE PLAN (WEST) Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C4.2 GD PLAN (W) C4.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers UTILITY PLAN Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C5.1-UTIL PLAN C5.1 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP DETAILS Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.1-SWPPP DETAILS C6.1 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.2-PAVE DETAILS PAVING DETAILS C6.2 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.3-PAVE STD DETAILS PAVING DETAILS C6.3 SEC 22 TWP 31 RGE 5E Â· Â· â€“ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers STORM DRAINAGE DETAILS Plotted: Sep 12, 2018 - 11:39am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.4-SD DETAILS C6.4 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers STORM STANDARD DETAILS Plotted: Sep 12, 2018 - 11:40am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.5-SD STD DET C6.5 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SEWER STANDARD DETAILS Plotted: Sep 12, 2018 - 11:40am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.6-SEWER STD DET C6.6 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers WATER STANDARD DETAILS Plotted: Sep 12, 2018 - 11:40am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.7 WATER STD DET C6.7 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SECTIONS Plotted: Sep 12, 2018 - 11:40am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C7.1-SECTIONS C7.1 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 $ 2,830,453.75 $ - $ 2,830,453.75 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 169,827.22 GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ 169,827.22 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 $ 2,830,453.75 PERFORMANCE DEVICE 150% Amount Due $ 4,245,680.63 Base Calculation of Maintenance Device $ 2,621,148.75 MAINTENANCE DEVICE 20% Amount Due $ 524,229.75 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 13000 $ 84,500.00 Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 8 $ 284.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY 15200 $ 45,600.00 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 3 $ 12,600.00 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 1000 $ 3,000.00 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 1 $ 3,600.00 BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR 40 $ 3,360.00 Water truck, dust control $ 130.00 HR 100 $ 13,000.00 BMP C140 WRITE-IN-ITEMS Concrete Washout $ 1,500.00 EACH 1 $ 1,500.00 BMP C154 $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 167,444.00 MOBILIZATION 10%: $ 16,744.40 CONTINGENCY 15%: $ 25,116.60 TOTAL: $ 209,305.00 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 7 $ 11,550.00 $ - CB Type IL $ 1,850.00 EACH $ - $ - CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH 10 $ 2,500.00 $ - Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF 400 $ 6,800.00 $ - 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 2000 $ 24,000.00 $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF 1521 $ 59,319.00 $ - Geotextile, laid in trench, polypropylene $ 5.00 SY 7098 $ 35,490.00 $ - Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - $ - Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBTOTAL: $ 139,659.00 $ - MOBILIZATION 10%: $ 13,965.90 CONTINGENCY 15%: $ 20,948.85 TOTAL: $ 174,573.75 $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Description Unit Price Unit Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - Backfill & Compaction- trench $ 11.00 CY $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE 15 $ 35,445.00 Bollards - fixed $ 325.00 EACH 10 $ 3,250.00 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 1600 $ 28,800.00 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 2000 $ 60,000.00 Traffic control crew ( 2 flaggers ) $ 98.00 HR 100 $ 9,800.00 Trail, 4" chipped wood $ 9.00 SY $ - Trail, 4" crushed cinder $ 10.00 SY $ - Trail, 4" top course $ 9.50 SY $ - Wall, retaining, concrete $ 66.00 SF $ - Wall, rockery $ 13.00 SF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 137,295.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Description Unit Price Unit Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - AC Grinding, 4' wide machine 1000-2000$ 8.50 SY $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - AC Removal/Disposal/Repair $ 60.00 SY $ - Barricade, Type I $ 36.00 LF $ - Barricade Type II $ 25.00 LF $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - Conduit, 2" $ 5.00 LF $ - Curb & Gutter, rolled $ 20.00 LF $ - Curb & Gutter, vertical $ 15.00 LF 6000 $ 90,000.00 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 680 $ 2,380.00 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 1000 $ 40,000.00 Sidewalk, 4" thick, demolition and dispos $ 36.00 SY $ - Sidewalk, 6" thick $ 45.00 SY $ - Sidewalk, 6" thick, demolition and dispos $ 45.00 SY $ - Signs $ - LS $ - Sign, Handicap $ 100.00 EACH $ - Striping, per stall $ 7.50 EACH 110 $ 825.00 Street Light System $ - LS $ - Traffic Signal $ - LS $ - Traffic Signal Modification $ - LS $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF 260 $ 910.00 Striping, 4" reflectorized line $ 0.40 LF $ - AC Patching/Trenching Restoration $ 100.00 TON $ - Controlled Density Fill (CDF) $ 90.00 CY $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 134,115.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Description Unit Price Unit Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - Asphalt Road 3", First 2500 SY $ 15.00 SY $ - Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY 7500 $ 97,500.00 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 700 $ 9,800.00 Gravel Base Course 2" $ 7.50 SY $ - Gravel Base Course 4" $ 15.00 SY $ - Gravel Base Course 6" $ 22.50 SY 7500 $ 168,750.00 Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - Concrete Road, 5", no base, over 2500 S$ 22.00 SY $ - Concrete Road, 6", no base, over 2500 $ 32.00 SY $ - Thickened Edge $ 11.00 LF $ - WRITE-IN-ITEMS Concrete Road, 8", w/ base, over 2500 S$ 35.00 sy 26000 $ 910,000.00 $ - $ - $ - $ - Subtotal $ 1,186,050.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Description Unit Price Unit Quantity Cost Blowoff $ 1,800.00 EACH $ - Connection to Existing Water Main $ 2,000.00 EACH $ - Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF 360 $ 23,400.00 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 3000 $ 375,000.00 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 7 $ 17,500.00 Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - Pressure Reducing Valve Assembly, 10 In. D $ 4,200.00 EACH $ - Pressure Reducing Valve Assembly, 12 In. D $ 5,000.00 EACH $ - Valve Marker Post $ 350.00 EACH $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - Subtotal $ 415,900.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Description Unit Price Unit Quantity Cost Connection to Existing Sewer Main $ - EACH $ - Clean Outs $ 500.00 EACH $ - Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH 1 $ 10,000.00 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 200 $ 2,400.00 Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - Lift Station (Entire System) $ - LS $ - Manhole, 48 Inch Dia $ 3,000.00 EACH 1 $ 3,000.00 for additional depth over 4 feet/per foo$ 532.00 FEET $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - for additional depth over 4 feet/per fo $ 532.00 FEET $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - for additional depth over 4 feet/per fo $ 532.00 FEET $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - for additional depth over 4 feet/per fo $ 625.00 FEET $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - for additional depth over 4 feet/per foo $ 625.00 FEET $ - Outside Drop $ - LS $ - Inside Drop $ - LS $ - Pipe, C-900 $ 90.00 LF $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 15,400.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH 17 $ 8,500.00 Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ 10,000.00 LS 1 $ 10,000.00 Wetland Landscaping $ - LS $ - Private Landscaping $ 50,000.00 LS 1 $ 50,000.00 WRITE-IN-ITEMS . $ - $ - $ - $ - $ - $ - Subtotal $ 68,500.00 (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC SEWER, LANDSCAPING) SUBTOTAL $ 1,957,260.00 MOBILIZATION 10%: $ 195,726.00 CONTINGENCY 15%: $ 293,589.00 GRANDTOTAL: $ 2,446,575.00 Rev 7/2017 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 11-1-2018 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 1 Report Date: 8-17-2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH General â€¢ Need survey map â€¢ Legal Description â€¢ Existing Easements Written and shown â€¢ Vert/hor datum â€¢ Address â€“ 18215 59th Avenue NE, Arlington, WA 98223 2. NEH General Construction General Permit is required 3. NEH General CESCL needed â€“ name and license number 4. NEH General NOI needed 5. NEH General Sign details and locations for ADA parking? 6. NEH General Easement needed for sewer to monitoring manhole 7. NEH General Where is dumpster enclosure location and design? 8. NEH General Show shading is met for parking 9. NEH General Landscape plan required and added to sheet index 10. NEH General Street Trees are required 11. NEH Drainage SWPPP Narrative in report is not completed, still Report generic language, still references name as SmartCap. Must describe how elements will be addressed, list all BMP's. 12. NEH Drainage Perv/Impv takeoffs must match drainage report Report 13. NEH Drainage Geotech report infiltration rate 8.4 differs from body Report of report â€“ see #21 14. NEH Drainage Are there any trees to be preserved? Identify Report 15. NEH Drainage Site specific dewatering plan needed (discharge Report location and measures) 16. NEH Drainage Geotech recommends footing drain, but none is Report shown, explain Page 1 of 4 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 11-1-2018 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 1 Report Date: 8-17-2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 17. NEH Drainage Area used 15 acres doesn't match and isn't explained Report what area is not being disturbed. 18. NEH Drainage Need an existing conditions description Report 19. NEH Drainage Must have an upstream and downstream discussion Report included. If no onsite water contributing, discuss why. 20. NEH Drainage Must discuss where water would exit site if Report overtopping occurred in existing and proposed conditions. 21. NEH Drainage Issues with the infiltration rate. Listed as 12 in the Report body of the report, 8.4 in geotechnical. 12 is used in all bioinfiltration design, but that is the infiltration through the treatment layer only. It doesn't take into consideration the 8.4 in/hr. that controls the ability for the trench to infiltrate into the ground. 22. NEH Drainage Need to explain that red is broken into 2 parts, which Report is why it is only half, that you have specified 2 equal trenches. 23. NEH Drainage States that all bioswales were modeled as 100% Report impervious, not true for Cyan and Orange. 24. NEH Drainage Proposed Conditions description needed. Report 25. NEH Drainage Erosion control risk assessment discussion? Report 26. NEH Drainage Min #5 Must include BMP T5.13 for all disturbed areas Report 27. NEH Drainage Min #6 Must show that WQ facilities drain in less than 24 Report hours 28. NEH Drainage Must explain treatment at 59th Report Page 2 of 4 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 11-1-2018 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 1 Report Date: 8-17-2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 29. NEH Drainage Discussion about level of treatment required, basic, Report enhanced, phosphorus, oil 30. NEH Drainage Discussion about pre-treatment required and how Report met 31. NEH Sheet C2.2 Protect future infiltration 32. NEH Sheet C2.2 TESC plan should show protecting the proposed infiltration areas in some way 33. NEH Sheet C2.2 Show Dewatering Plan 34. NEH Sheet C2.2 Plastic covering is less desirable, can something else be used? 35. NEH Sheet Driveways shall have curb radius C3.1/3.2 36. NEH Sheet Show all driveways are 8% or less, need some C3.1/3.2 elevations 37. NEH Sheet Demonstrate design vehicle path/turning C3.1/3.2 38. NEH Sheet Orange and Cyan basins bioinfiltration are not shown C4.1/4.2 at the correct top width - 11' 39. NEH Sheet List top width for all bioinfiltration C4.1/4.2 40. NEH Sheet C4.2 CB 1 - IE is incorrect 41. JL Sheet C5.1 COA Std. Only wastewater from floor drains shall drain to the 5-1.11 oil/water separator, restrooms and kitchen fixtures must enter side sewer downstream of the oil/water separator. 42. JL Sheet C5.1 COA Std. Monitoring manhole shall be located to be accessed 5-1.17 for inspection by City staff at all times and under any weather condition. Page 3 of 4 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 11-1-2018 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 1 Report Date: 8-17-2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 43. GS Sheet C5.1 Hydrant at approximately 16+35 (95' west of 59th) exceeds 50' maximum hydrant run. Change to: (1) 12" MJ x 8" FL Tee (1) 8" FL x MJ Gate Valve Approx. 60' 8" DI (1) 8" MJ x 6" FL Tee (1) Fire Hydrant Assembly per COA Std. Detail W-010 (1) MJ Plug Thrust Blocking 44. GS Sheet C5.1 Check Hot Tap alignment at the South West corner. It appears the tap may be inside Dungeness fence line. If this is the case indicate on the drawings along with restoration. 45. NEH Sheet C6.1 Change temp construction entrance to permeable ballast 46. NEH Sheet C6.2 Detail 1 Needs width 47. NEH Sheet C6.3 R-230 doesn't meet ADA, remove 48. NEH Sheet C6.4 All infiltration, there should be no geotextile fabric on the bottom of the trench. Revise 49. NEH Sheet C6.4 Detail 1 Bottom width varies, top width varies. 50. NEH Sheet C6.4 Detail 4 Need slope on PVC - PVC must be C-900 51. NEH Sheet C7.1 Detail 2 & 3 Planter strip is 5' not including the curb, update. Page 4 of 4 Washington Department of Ecology Electronic Submission Cover Letter WQWebNOI - NOI Submission 11/5/2018 2:44:37 PM Company Name Signer Name System Name Attachments: Document Name Or Description Document Name Submitted Copy of Record for Department of Ecology Copy of Record DepartmentofEcology Monday November 5 2018 Swire SWPPP A2 - SWIRE SWPPP Delegation Letter Delegation Letter - signed SEPA MDNS Swire Coca-Cola SEPA MDNS Swire SWPPP - Civil Pages Terra Vista NW SWPP Pages Attestation Agreed to at Signing: I certify I personally signed and submitted to the Department of Ecology an Electronic Signature Agreement. I understand that use of my electronic signature account/password to submit this information is equal to my written signature. I have read and followed all the rules of use in my Electronic Signature Agreement. I believe no one but me has had access to my password and other account information. I further certify: I had the opportunity to review the content or meaning of the submittal before signing it; and to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I intend to submit this information as part of the implementation, oversight, and enforcement of a federal environmental program. I am aware there are significant penalties for submitting false information, including possible fines and imprisonment. For Ecology Use Only t6h2NBNVsyLxS1Ha1RG4YFrcRD/IVQqYnYeODmcfrCUhxMvcRSlHa6dNv33X5DFA/Z2dOUmcjuGL+8AlGIuN +AC7xlhKAK0/JsIsRK5avhY= Report Received: 2018-11-05 14:44 Page 1 of 1 Pages 12/12/2017 12/12/2017 12/12/2017 N S B TI W OW S F ASH U E O ING IE J AT TO T N S X P R R O 55066 E X R D E F E E G R N ES ISTE GI S N I E G G G G O 2 2 X NAL P-3 P-4 X X X GW X G X GW X G X X X X X X X X X GW 1 1 P-3 P-4 G GW G GW G GW G G GW G GW G GW G Bowie Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. GW G GW G GW G G GW G GW G G GW G GW G GW GW G GW GW G GW G 3 3 P-3 P-4 GW GW G GW G G G G G G G G G G G G G G G G G G G X X X X GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW Bowie Tiglas Engineering Inc. Phone: 602.992.3900 Consulting Engineers Fax: 602.992.1541 Justin@BowieTiglas.com 809 W. Maryland Ave. \\JUSTIN-2014\Users\Public\Documents\TIGLAS JOB FILES\2018\18104 Swire Coke Arlington WA\18104MP.dwg Dec 20, 2018 - 10:12am by WORKSTATION A BTE # 18104MP Phoenix, AZ. 85013 Washington Department of Ecology Electronic Submission Cover Letter WQWebNOI - NOI Submission 11/5/2018 2:44:37 PM Company Name Signer Name System Name Attachments: Document Name Or Description Document Name Submitted Copy of Record for Department of Ecology Copy of Record DepartmentofEcology Monday November 5 2018 Swire SWPPP A2 - SWIRE SWPPP Delegation Letter Delegation Letter - signed SEPA MDNS Swire Coca-Cola SEPA MDNS Swire SWPPP - Civil Pages Terra Vista NW SWPP Pages Attestation Agreed to at Signing: I certify I personally signed and submitted to the Department of Ecology an Electronic Signature Agreement. I understand that use of my electronic signature account/password to submit this information is equal to my written signature. I have read and followed all the rules of use in my Electronic Signature Agreement. I believe no one but me has had access to my password and other account information. I further certify: I had the opportunity to review the content or meaning of the submittal before signing it; and to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I intend to submit this information as part of the implementation, oversight, and enforcement of a federal environmental program. I am aware there are significant penalties for submitting false information, including possible fines and imprisonment. For Ecology Use Only t6h2NBNVsyLxS1Ha1RG4YFrcRD/IVQqYnYeODmcfrCUhxMvcRSlHa6dNv33X5DFA/Z2dOUmcjuGL+8AlGIuN +AC7xlhKAK0/JsIsRK5avhY= Report Received: 2018-11-05 14:44 Page 1 of 1 Pages 12/12/2017 12/12/2017 12/12/2017 N S B TI W OW S F ASH U E O ING IE J AT TO T N S X P R R O 55066 E X R D E F E E G R N ES ISTE GI S N I E G G G G O 2 2 X NAL P-3 P-4 X X X GW X G X GW X G X X X X X X X X X GW 1 1 P-3 P-4 G GW G GW G GW G G GW G GW G GW G Bowie Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. GW G GW G GW G G GW G GW G G GW G GW G GW GW G GW GW G GW G 3 3 P-3 P-4 GW GW G GW G G G G G G G G G G G G G G G G G G G X X X X GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW Bowie Tiglas Engineering Inc. Phone: 602.992.3900 Consulting Engineers Fax: 602.992.1541 Justin@BowieTiglas.com 809 W. Maryland Ave. \\JUSTIN-2014\Users\Public\Documents\TIGLAS JOB FILES\2018\18104 Swire Coke Arlington WA\18104MP.dwg Dec 20, 2018 - 10:12am by WORKSTATION A BTE # 18104MP Phoenix, AZ. 85013 Squire Coca-Cola, USA; Arlington Distribution Facility SHEET LIST L-1 COVERSHEET, KEY MAP, AND NOTES L-2 PLANTING PLAN LANDSCAPE PLAN L-3 LANDSCAPE DETAILS IR-1 IRRIGATION PLAN IR-2 IRRIGATION PLAN GENERAL NOTES SOIL NOTES IR-3 IRRIGATION DETAILS 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS REPRESENTATIVE. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, MOST CURRENT 2. SITE TOPSOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS VERSION. LARGER THAN 1" 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 ADJUSTMENT IN THE FIELD BY THE LANDSCAPE CONTRACTOR. UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE AUken TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT IMPORTED 2-WAY TOPSOIL. NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND 5. TOPSOIL DEPTHS WEED ROOTS. 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 6" IN ALL LANDSCAPE BED 5. SEE NOTES THIS SET FOR TOPSOIL DEPTH AND SPECIFICATION. AREAS AND INCOPRPORATED INTO EXISTING SUBGRADE. 6. SEE SPEC THIS SET FOR BIOFILTRATION SOIL MIX. BIOFILTRATION SOIL MIX TO BE 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE-PIT AREAS. SEE PLACED AT A MINIMUM DEPTH OF 12" IN THE BOTTOM OF THE BIOFILTRATION DETAIL THIS PAGE. AREA. 5.3. LAWN / GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. 7. FINE BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A ARbw MINIMUM OF 2 INCHES. 6. IN ALL INSTANCES, PLACED TOPSOIL TO BE INCORPORATED INTO EXISTING GRADE A MINUIUM OF 3 INCHES. 8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO BIOFILTRATION NOTES AVOID CONFLICT. 1. SEE SPEC THIS SHEET FOR BIOFILTRATION SOIL MIX. BIOFILTRATION SOIL MIX TO BE 9. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT PLACED AT A MINIMUM DEPTH OF 12" IN THE BOTTOM OF THE BIOFILTRATION. EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO 2. SEE CIVIL SHEETS FOR FINAL GRADING OF BIOFILTRATION SOIL. ADDITIONAL COST. 3. SOIL INSTALLED IN MAXIMUM LIFTS OF 6 INCHES AND FOOT COMPACTED 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A 4. NO HEAVY EQUIPMENT ALLOWED IN BIORETENTION AREAS DURING OR AFTER DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE CONSTRUCTION DETERMINED BY REQUIRED PLANT SPACING. SEE SHEET L-2 FOR ENLARGEMENT OF 11. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN BIOFILTRATION SOIL SPECIFICATION WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING. FRONTAGE, BUILDING, AND PARKING LOT 12. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO BIOFILTRATION SOIL SHALL HAVE A PH OF BETWEEN 5.5 AND 7.0 AND BE FREE OF ANY LANDSCAPE. APPROVAL BY THE OWNERS REPRESENTATIVE. ADMIXTURE OF SUBSOIL, 3/4-INCH-OR-LARGER-DIAMETER ROCKS, ROOTS, PLANTS, STICKS, OR OTHER EXTRANEOUS MATERIAL. DO NOT USE BIOFILTRATION SOIL WHILE IN A FROZEN OR 13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS MUDDY CONDITION. NO SLUDGE TO BE PRESENT. THOROUGHLY PREMIX TOPSOIL OFF-SITE. OTHERWISE NOTED. TOTAL TURF GRASS S.F ON L-2. SOIL MIX A - BIOFILTRATION MIX: SOIL LIFT 12" MINIMUM. 14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES ADJACENT TO A BUILDING SOIL MIX SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. 50% GRAVELY SAND 50% COMPOST 15. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE Turf Grass; locally proven CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE GRAVELY SAND PER ASTM D 422 BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. SIEVE SIZE PERCENT PASSING 16. PLANTING PLAN WILL HAVE AN AUTOMATED IRRIGATION SYSTEM. US NO. 4 100 US NO. 6 88-100 17. BASEMAP PROVIDED BY TERA-VISTA NW, ARLINGTON WA. US NO. 8 79-97 US NO. 50 11-35 US NO. 200 5-15 Turf Grass; locally proven MAXIMUM CLAY CONTENT SHOULD BE LESS THAN 5%. Shade Calculations PARKING LOT LANDSCAPE Area of Parking 43,980 SF Shade Required Turf Grass; locally proven 8,796 SF (.20 x SF) Shade Provided 11,309 SF as shown KEY MAP AND LAWN GRASS SEEDING PLAN SHADE CALCULATION PLAN one inch 1" = 50'-0" (CHECK SCALE BAR FOR ACCURACY) 1" = 50'-0" (CHECK SCALE BAR FOR ACCURACY) NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.9.19 SCALES: WASHINGTON Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : COVERSHEET DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD KEY MAP AND NOTES. SHEET: PATRIK DYLAN DRAWN: PD L-1 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD TYPE C BUFFER TYPE C BUFFER SCREENING WALL; SEE ARCHITECTURAL 1/L-3 - STREET TREE IN SITE PLAN PLANTER STRIP Bugleweed Bugleweed in front of wall AXGabs CARCAR Glsm 12" WIDE AND 6" DEEP STRIP OF HAG FAGapa WASHED DRAIN ROCK TO BE LAhl PLACED ON EDGE (4 planters). MSgr PJpr EfEG CKkd ACEBLOA APDljm Glsm CFfc BTplb NTmfg 3/L-3 - FEATURE WALL/PLANTER AT PATIO PROJECT TO HAVE AUTOMATIC IRRIGATION SYSTEM. SEE SHEET IR-1 3" SLEEVE TO BE PROVIDED 6" MIN BELOW GRADE LOW PROFILE TURF GRASS OVER BIOFILTRATION SOIL. SEE CIVIL FOR PROFILE AND DEPTH AND EXTENT OF BIOFILTRATON AREAS. SEE SHEET L-1 FOR ADDITIONAL GRASS AREAS PlOL PLANTING PLAN 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) PLANTING LEGEND Header Trees Symbol | Num | Species Common Name Abbrev. |Planting Size Shrubs Perennials 2 Acer palmatum 'Bloodgood' Japanese Maple 'Bloodgood' ACEBLOA 2 in. cal Symbol |Num | Species Common Name Abbrev. | Container Size Symbol |Num | Species Common Name Abbrev. | Container Size 13 Berberis thunbergii 'Crimson Pygmy' Dwarf Purple-leaf Barberry BTplb #2 31 Carex fortunei 'Frosted Curls' Frosted Curls Carex CFfc #1 1 Acer palmatum Dissectum Group Red Laceleaf Japanese Maple APDljm #5 8 Chamaecyparis obtusa 'Gracilis' Slender Hinoki Cypress COGshc #5 15 Helictotrichon sempervirens Blue Oat Grass HELSEMA #1 24 Cornus stolonifera 'Kelseyi' Red Osier Dogwood 'Kelseyi' CSkel #2 57 Hemerocallis 'Stella de Oro' Daylily 'Stella de Oro' HEMDORA #1 8 Amelanchier X grandiflora 'Autumn Autumn Brillance Serviceberry AXGabs 2 in. cal 15 Euonymus fortunei 'Emerald Gaiety' Euonymus 'Emerald Gaiety' EfEG #2 3 Lavandula angustifolia 'Hidcote' Hidcote Lavendar LAhl #1 Brilliance' 30 Hebe 'Autumn Glory' Shrubby Veronica 'Autumn Glory' HAG #2 6 Miscanthus sinensis 'Gracillimus' Dwarf Maiden Grass MSgr #1 15 Carpinus caroliniana American Hornbeam CARCAR 2 in cal. 7 Hydrangea macrophylla 'Mariesii' Lacecap Hydrangea HYDMAMAR #5 4 Nassella tenuissima Mexican Feather Grass NTmfg #1 28 Nandina domestica 'Moon Bay' Dwarf Heavenly Bamboo NDmb #2 10 Sedum 'Purple Emperor' Purple Emperor Sedum SPEpeg #1 8 Cornus kousa Kousa Dogwood CKkd 2 in cal. 2 Physocarpus opulifolius 'Diabolo' Ninebark 'Diabolo' PHYDIAA #2 Groundcover 6 Pieris japonica 'Prelude' Prelude Pieris PJpr #2 Symbol |Num | Species Common Name Abbrev. | Container Size 11 Fraxinus americana 'Junginger' Autumn Purple Ash FAGapa 2 in. cal 145 Ajuga reptans 'Atropurpurea' Bugle Weed ARbw 4 in. pot 24 Potentilla fruticosa 'Floppy Disk' Cinquefoil POTFRFLD #2 329 Arctostaphylos uva-ursi Kinnikinnick AUken #1 45 Prunus laurocerasus 'Otto Luyken' 'Otto Luyken' Laurel PlOL #2 Conifer Symbol | Num | Species Common Name Abbrev. |Planting Size 2 Rhododendron PJM Compact Rhododendron Rpjm #2 Grass Areas Symbol | Area | Species Common Name Abbrev. one inch 6 Chamaecyparis nootkatensis 'Green Weeping Alaska Cedar CNwac 5' min. 9 Ribes sanguineum Wintercurrant RSw #2 48818sq. ft Grass - Lawn Seed Mix Turf Grass - locally proven Glsm Arrow' 40 Viburnum davidii David's Viburnum VDdv #2 0' 20' 40' 60' 80' NORTH 4 Vinca major 'Elegantissima' VINMAE #1 NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.9.19 SCALES: WASHINGTON Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : 1" = 20' DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD .PLANTING PLAN SHEET: PATRIK DYLAN DRAWN: PD L-2 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT GROUNDCOVER PLANT. NURSERY. SEE PLANT LIST FERTILIZE ALL PLANTS WITH BARK MULCH APPROVED STARTER FERTILIZER GUYING APPARATUS: APPLIED AT MANUFACTURER'S HEAVY DUTY POLY CHAIN LOCK SUGGESTED RATES TOPSOIL DEPTH AND 8 FOOT, 3" ROUND TYPE AS SPECIFIED TREE STAKES TO BE VERTICAL, LODGEPOLE PINE STAKES, PARALLEL, EVEN-TOPPED, 2 PER TREE EXISTING 2" DEPTH BARK MULCH UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE 2" DEPTH BARK MULCH SECTION SUBGRADE MULCH 4" WATERING BASIN SURROUNDING PLANT FERTILIZE ALL TREES WITH 4" WATERING BASIN APPROVED STARTER FERTILIZER SURROUNDING TREE FINISH GRADE APPLIED AT MANUFACTURER'S SUGGESTED RATES FINISH GRADE EQUAL GROUNDCOVER PLANT REMOVE BURLAP FROM TOP PLANT TREE 1/2" HIGHER THAN SPACING AS INDICATED DEPTH GROWN AT NURSERY. DISTANCE 1/3 OF ROOTBALL. LIGHTLY ON PLANT LIST (TYPICAL) SCARIFY ROOTBALL OF CONTAINER-GROWN PLANTS. DISTANCE PULL BURLAP OFF TOP 1/3 EDGE OF PLANTER PRIOR TO BACKFILLING 12"MIN. EQUAL OF ROOTBALL 60Â° PLANTING BACKFILL MIX PLANTING BACKFILL EQUAL DISTANCE SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE EXISTING SUBGRADE 2 TIMES SET ROOTBALL ON MOUND OF SCARIFY PLANTING ROOTBALL DIA. PLAN COMPACTED PLANTING BACKFILL MIX 1.5 - 2 TIMES ROOT PIT WALLS BALL DIAMETER SET ROOTBALL ON MOUND OF COMPACTED PLANTING 4 TIMES ROOT BALL DIAMETER BACKFILL MIX 1 TREE IN PLANTER STRIP 2 TYPICAL PLANTING DETAILS L-3 NO SCALE L-3 NO SCALE 2' FREE DRAINING TOPSOIL 5" 5" 6" ROUGH SAWN CEDAR FORM-BOARD FOR TEXTURE 11'-4" 2' SEE PLANS FOR LAYOUT SEE STRUCTURAL FOR REINFORECMENT BOARDS SLIGHTLY STAGGERED COVER INSIDE OF PLANTER WITH POND LINER 2' (NO LINER ON BOTTOM OF PLANTER) 6" BOARD FORMED CONCRETE GEOTEXTILE; TURN UP AT SIDES 6' SCREENING OVER DRAIN HOLES BOARDS STAGGERED 1" IN 4 GEOTEXTILE; TURN UP AT SIDES FORM; SEE SECTION 2'-2" 1" SHADOW LINE 1" SHADOW OFFSET 1 INCH DRAIN HOLE 4" BASE / EDGE CONDITION VARIES PER PROJECT; SEE PLAN 4" THREE 1" DRAIN HOLES AT BOTH ENDS, BOTH SIDES FEATURE WALL/PLANTER; AT PATIO; FREE DRAINING AGGREGATE, DEPTH COVERS DRAIN HOLE SEE DETAIL THIS SHEET ELEVATION / SECTION 6" MIN CRUSHED C.S.T.C 3" SLEEVE FOR IRRIGATION LINE TO BE PROVIDED 6" BELOW GRADE NOTES: 1. NO AIR HOLES, BUG-HOLES, OR VOIDS TO BE GREATER THAN 1" SECTION A - A' SECTION A - A' VIEW IN ANY DIRECTION 4 2. ALL SNAP TIE HOLES TO BE REPAIRED 3. CONTRACTOR TO USE FIBER AD-MIX PER MANUFACTURES INSTRUCTIONS 3 FEATURE WALL PLANTER AT PATIO 4 SECTION / ELEVATION - FEATURE WALL PLANTER L-3 NO SCALE L-3 NO SCALE one inch NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.9.19 SCALES: WASHINGTON Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : PLANTING AND SITE DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD . DETAILS SHEET: PATRIK DYLAN DRAWN: PD L-3 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD 3/4" 3/4" E 1" 3/4" E 1 1 1 1 S S S S S S S S S 1 1 1 1 1 1 1 1 1 1 1 E 1 S S S S S S S S S S S S S S E S S 3/4" S S 1-1/4" E 3/4" 1" 3/4" 3/4" 1" 3/4" 1-1/4" 2" MAINLINE 3/4" S 1" S MAINLINE AND VALVES TO 3/4" BE LOCATED IN PLANTING BED AS POSSIBLE. 3/4" E 3 B2 1" 16.44 1" 14.38 B3 1 5 2 6 B5 SLEEVE TO BE PROVIDED 1" 15.45 1" 17.1 1" 15.96 1" 1" 19.2 1" 19.57 1" 16.83 INTO PLANTER 3/4" B4 C C C B4 B1 B1 B1 3/4" C C C C 2" MAINLINE B4 B4 B1 B1 7/IR-3 - POINT OF CONNECTION A 3/4" CONTROLLER LOCATION ON OUTSIDE OF BUILDING. IF CONFLICT EXISTS COORDINATE WITH OWNER FOR B4 B4 B1 LOCATION OF PEDESTAL MOUNT. B1 B1 1" 3/4" MAXIMUM DEMAND IS 21.90 G.P.M. B1 1-1/4" 3/4" 1" 16.82 B4 B1 B1 4 3/4" 1" 8.64 B4 B1 B4 B4 B4 3/4" B1 1" 3/4" B4 3/4" B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B4 B4 3/4" B4 B1 B1 B1 3/4" 7 1" 19.17 IRRIGATION LEGEND IRRIGATION NOTES: B4 3/4" Backflow Preventers 1" 15.92 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF Quantity Symbol Description Size WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 1 Febco 850 Double Check Assembly w/ Wilkens 500 PRV 1" 8 Controllers 2. THE INFORMATION ON THE IRRIGATION PLANS IS DIAGRAMMATIC ONLY. Quantity Symbol Description Size CONFLICTS WITH EXISTING CONDITIONS AND INFORMATION PROVIDE ON 1" 8.2 1 A Rainbird ESP - LX 20 zones CONTRACT DRAWING SHOULD BE BROUGHT TO THE ATTENTION OF THE B4 OWNER OR OWNER 'S REPRESENTATIVE. B4 Equipment B4 B4 Quantity Symbol Description Size 4 Champion Manual Drain Valve 1" 3. QUANTITIES IN THE LEGEND ARE PROVIDED FOR CONTRACTORS CONVIENENCE AND DUE TO THE DIAGRAMMATIC NATURE OF THE DRAWING B4 B4 B4 1 Hammond Gate Valve 1" B4 SHOULD ONLY BE USED AS ESTIMATES; IF THERE IS A DISCREPANCY, THE 1 Rainbird 33 DRC Quick Coupler 3/4" PLAN SHALL GOVERN. ACTUAL QUANTITIES DETERMINED BY IRRIGATION Irrigation Heads HEAD SPACING. Quantity Symbol Description Size 7 C RAINBIRD 1800 SERIES 5 Series Stream Bubbler - 12" Riser CSTÂ° 5.00 ft x 1.00 ft 4. LOCATE AND VERIFY ALL UTILITY LINES PRIOR TO EXCAVATION OR 12 RAINBIRD 1800 SERIES 10 Series - 6" Riser 180Â° 9.00 ft CONSTRUCTION. 2" MAINLINE 21 RAINBIRD 1800 SERIES 10 Series - 12" Riser 90Â° 9.00 ft 29 RAINBIRD 1800 SERIES 10 Series - 12" Riser 180Â° 9.00 ft 5. THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS 10 RAINBIRD 1800 SERIES 12 Series - 12" Riser 90Â° 11.00 ft FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR 3 RAINBIRD 1800 SERIES 12 Series - 12" Riser 180Â° 11.00 ft MALFUNCTIONING EQUIPMENT SHALL BE REPLACED OR CORRECTED BY 6 E RAINBIRD 1800 SERIES 15 Strip Series - 6" Riser ESTÂ° 14.00 ft x 4.00 ft CONTRACTOR. 29 S RAINBIRD 1800 SERIES 15 Strip Series - 6" Riser SSTÂ° 28.00 ft x 4.00 ft 19 RAINBIRD 1800 SERIES 15 Strip Series - 12" Riser ESTÂ° 14.00 ft x 4.00 ft 6. OPERATION PRESSURE A SPRAY HEADS SHALL BE APPROXIMATELY 30 PSI. 26 RAINBIRD 1800 SERIES 15 Strip Series - 12" Riser SSTÂ° 28.00 ft x 4.00 ft STATIC PRESSURE AT METER SHOULD BE A MINIMUM OF 50 PSI. SYSTEM 5 RAINBIRD 1800 SERIES R13-18 - 6" riser 90Â° 14.00 ft SHALL OPERATE BETWEEN 50 AND 70 PSI. CONTRACTOR TO VERIFY 89 RAINBIRD 1800 SERIES R13-18 - 6" riser 180Â° 14.00 ft AVAILABLE PRESSURE. 14 RAINBIRD 1800 SERIES R17-24 - 6" Riser 90Â° 19.00 ft 1 RAINBIRD 1800 SERIES R17-24 - 6" Riser 120Â° 19.00 ft 7. PVC SLEEVES SHALL BE INSTALLED AT ALL CROSSING OF SIDEWALKS, 49 RAINBIRD 1800 SERIES R17-24 - 6" Riser 180Â° 19.00 ft WALLS, AND PAVEMENT AND SHALL BE TWICE THE DIAMETER OF THE PIPE OR 9 PIPES PASSING THROUGH THE SLEEVES. SLEEVES ARE SHOWN ON THE 2 RAINBIRD 1800 SERIES R17-24 - 6" Riser 270Â° 19.00 ft 3 RAINBIRD 1800 SERIES R17-24 - 6" Riser 360Â° 19.00 ft IRRIGATION PLAN AT APPROXIMATE LOCATIONS. 1" 17.53 Pipe (Lateral) 8. PIPING IS SIZED TO ENSURE WATER VELOCITIES OF LESS THAN 5 FEET PER Quantity Symbol Description Size SECOND AND TO ENSURE MINIMUM PRESSURE LOSS IN THE PIPING. 3/4" 800 ft Class 200 PVC 1" 1-1/4" 400 ft Class 200 PVC 1-1/4" 9. LOCATION OF VALVES AND PIPING WILL VARY WHEN INSTALLED. PLACE PIPE 1-1/4" 12 5550 ft Class 200 PVC 3/4" IN COMMON TRENCHES AND VALVES AT EDGES OF LAWNS OR PLANTING BEDS. PIPE ROUTING SHALL FOLLOW CONTRACT DRAWINGS AS CLOSELY AS 1" 19.86 Pipe (Mainline) POSSIBLE. Quantity Symbol Description Size 10. WHERE THE FIELD CONDITIONS REQUIRE ADJUSTMENTS, HEADS SHALL BE 3/4" 1700 ft Schedule 40 PVC Pipe 2" ADDED OR DELETED IN ACCORDANCE WITH THE IRRIGATION LEGEND OR Pipe (Sleeve) MANUFACTURES SPECIFICATIONS. PIPE SIZING SHALL BE ADJUSTED Quantity Symbol Description Size ACCORDINGLY, AND THE WATER VELOCITY SHALL NOT EXCEED 5 FEET PER 600 ft Schedule 80 PVC Pipe 3" SECOND. Point of Connection Quantity Symbol Description Size 11. INSTALL V.A.N. (VARIABLE ARC NOZZLES) AS REQUIRED ON ALL SPRAY 1 1" Deduct Meter; see civil utility plan 30.00 gpm @ 50.00 PSI SPRINKLERS. 1" Valves 12. VALVE BOXES SHALL BE AMTEX OR APPROVED EQUAL AND LOCATED ON Quantity Symbol Description Size MATCHLINE; SEE SHEET IR-2 PLANTING AREAS IF POSSIBLE (TWO VALVES PER BOX) MATCHLINE; SEE SHEET IR-2 2 Rainbird PEB or approved equal 1-1/2" 13. SURVEY INFORMATION FOR BUILDING FOOTPRINTS AND ROADS PROVIDED 15 Rainbird PEB or approved equal 1" BY TERRA VISTA NORTHWEST., ARLINGTON, WA . WALLS, SIDEWALKS, AND DRIVEWAYS ARE PROVIDED BASED ON PRE-CONSTRUCTION INFORMATION MATCHLINE; SEE SHEET IR-1 AND MAY VARY FROM PLAN. VERIFY IN FIELD. MATCHLINE; SEE SHEET IR-1 IRRIGATION PLAN one inch 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.9.19 SCALES: WASHINGTON Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : 1" = 20' DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD IRRIGATION PLAN. SHEET: PATRIK DYLAN DRAWN: PD IR-1 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD MATCHLINE; SEE SHEET IR-2 MATCHLINE; SEE SHEET IR-1 IRRIGATION LEGEND MATCHLINE; SEE SHEET IR-1 9 Backflow Preventers 12 Quantity Symbol Description Size 1 Febco 850 Double Check Assembly w/ Wilkens 500 PRV 1" Controllers 9 Quantity Symbol Description Size 1 A Rainbird ESP - LX 20 zones 12 Equipment Quantity Symbol Description Size 4 Champion Manual Drain Valve 1" 9 1 Hammond Gate Valve 1" 1 Rainbird 33 DRC Quick Coupler 3/4" Irrigation Heads 12 Quantity Symbol Description Size 7 C RAINBIRD 1800 SERIES 5 Series Stream Bubbler - 12" Riser CSTÂ° 5.00 ft x 1.00 ft 9 12 RAINBIRD 1800 SERIES 10 Series - 6" Riser 180Â° 9.00 ft 21 RAINBIRD 1800 SERIES 10 Series - 12" Riser 90Â° 9.00 ft 29 RAINBIRD 1800 SERIES 10 Series - 12" Riser 180Â° 9.00 ft 10 RAINBIRD 1800 SERIES 12 Series - 12" Riser 90Â° 11.00 ft 12 3 RAINBIRD 1800 SERIES 12 Series - 12" Riser 180Â° 11.00 ft 6 E RAINBIRD 1800 SERIES 15 Strip Series - 6" Riser ESTÂ° 14.00 ft x 4.00 ft 9 29 S RAINBIRD 1800 SERIES 15 Strip Series - 6" Riser SSTÂ° 28.00 ft x 4.00 ft 19 RAINBIRD 1800 SERIES 15 Strip Series - 12" Riser ESTÂ° 14.00 ft x 4.00 ft 26 RAINBIRD 1800 SERIES 15 Strip Series - 12" Riser SSTÂ° 28.00 ft x 4.00 ft 5 RAINBIRD 1800 SERIES R13-18 - 6" riser 90Â° 14.00 ft 12 89 RAINBIRD 1800 SERIES R13-18 - 6" riser 180Â° 14.00 ft 14 RAINBIRD 1800 SERIES R17-24 - 6" Riser 90Â° 19.00 ft 9 1 RAINBIRD 1800 SERIES R17-24 - 6" Riser 120Â° 19.00 ft 49 RAINBIRD 1800 SERIES R17-24 - 6" Riser 180Â° 19.00 ft 2 RAINBIRD 1800 SERIES R17-24 - 6" Riser 270Â° 19.00 ft 3 RAINBIRD 1800 SERIES R17-24 - 6" Riser 360Â° 19.00 ft 9 11 Pipe (Lateral) Quantity Symbol Description Size 800 ft Class 200 PVC 1" 400 ft Class 200 PVC 1-1/4" 5550 ft Class 200 PVC 3/4" 9 11 Pipe (Mainline) 3/4" Quantity Symbol Description Size 1700 ft Schedule 40 PVC Pipe 2" Pipe (Sleeve) 9 Quantity Symbol Description Size 600 ft Schedule 80 PVC Pipe 3" 11 Point of Connection Quantity Symbol Description Size 9 1 1" Deduct Meter; see civil utility plan 30.00 gpm @ 50.00 PSI 9 Valves Quantity Symbol Description Size 11 2 Rainbird PEB or approved equal 1-1/2" 15 Rainbird PEB or approved equal 1" 9 11 9 11 9 9 11 3/4" 9 11 9 11 9 11 9 11 1" 15.07 9 10 1-1/2" 21.17 1" 11 9 1" 3/4" 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 10 10 10 10 10 10 3/4" 11 11 11 11 11 1-1/4" IRRIGATION PLAN one inch 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.9.19 SCALES: WASHINGTON Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : 1" = 20' DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD IRRIGATION PLAN. SHEET: PATRIK DYLAN DRAWN: PD IR-2 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD PAVEMENT FINISH GRADE FINISH GRADE 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: RAIN BIRD SPLICE-1 (1 OF 2) ID TAG VALVE BOX WITH COVER: OUTDOOR WALL CLEAN, COMPACTED, SUITABLE FINISH GRADE/TOP OF MULCH NATIVEBACKFILL. 1 GENERAL NOTES: 3" MIN. REMOTE CONTROL VALVE: 12" MIN. 1 RAIN BIRD ESP4SMTE RAIN BIRD PEB-PRS-D LATERAL LINE OUTSIDE WALL MOUNT WITH NP-HAN ALL BACKFILL SHALL BE MINERAL AGGREGATE TYPE 2. PVC SCH 80 NIPPLE (CLOSE) 2'-0"MIN 2 1-INCH PVC SCH 40 CONDUIT DETECT-A-TAPE (BLUE) DETECT-A-TAPE (BLUE) AND FITTINGS PVC SCH 40 ELL 4"ABOVE PIPE 6"ABOVE PIPE. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3 WIRES TO REMOTE CONTROL BRICK (1 OF 4) 4"TYP PVC SLEEVE WITH MAIN VALVES AND SENSOR OR LATERAL LINES OR SCH 40 PVC MAIN LINE. SCH 80 NIPPLE (2-INCH LENGTH, 6"TYP CONTROLLER WIRES. 4 HIDDEN) AND SCH 40 ELL STANDARD MODULE FOR BUNDLE CONTROLLER WIRES 4-STATION CONTROLLER NOTES: PVC MAINLINE PIPE UNDER MAIN LINE ON OPPOSITE 1. SLEEVE ID SIZE SHALL BE 2 SIDE FROM SWING JOINTS (WHEN 2 PVC SCH 40 TEE OR ELL LATERAL & MAIN SHARE THE TIMES GREATER THAN OD SIZE 5 OPTIONAL MODULES FOR OF PIPE. PVC SCH 40 MALE ADAPTER SAME TRENCH). 16-STATION CONTROLLER 2. WIRES SHALL BE IN SEPARATE 6 3 CONDUIT SLEEVE. PVC LATERAL PIPE NOTE: TAPE WIRES PER SPEC. 4" BUT DO NOT TAPE BUNDLED 3. SLEEVES SHALL BE REQUIRED 6 JUNCTION BOX 3.0-INCH MINIMUM DEPTH OF UNDER ALL PAVED AREAS. WIRES TO MAIN LINE. 3/4-INCH WASHED GRAVEL 8 INSIDE FRONT COVER 7 CONNECTION FOR WIRES FROM SENSOR 8 1/2-INCH PVC SCH 40 CONDUIT 1 CONTROL VALVE ASSEMBLY 2 TYPICAL TRENCHING 3 IRRIGATION SLEEVES 7 4 TO POWER SUPPLY 5 IR-3 NO SCALE IR-3 NO SCALE IR-3 NO SCALE 3" (TYP.) FINISH GRADE 1 10" DIA. VALVE BOX WITH LOCKING LID 1" BUCKNER BRASS QUICK COUPLER VALVE 2 DETECT-A-TAPE (6" BELOW GRADE TYP.) BACKFILL WITH SELECT MATERIAL (SEE SPEC) SENSOR DETAIL: 3" OF 1-1/2" WASHED ROCK 1'-0"(TYP) 3 1 ESP-SMTE SENSOR (BOTTOM VIEW) FILTER FABRIC (TYP.) 2'-0"MIN 2 CONNECTION FOR WIRES COMPACTED BACKFILL MATERIAL (SEE SPECS.) FROM CONTROLLER WIRING 1" SCH 40 GALVANIZED TRIPLE SWING ACCESS JOINT ASSEMBLY (TYP.) INSIDE CONTROLLER CHASSIS NOTE: NOTE: USE TEFLON TAPE ON ALL THREADED SCH.80 PVC TEE, FITTINGS, & ADAPTORS (AS REQUIRED WIRE LENGTH FROM CONTROLLER TO FITTINGS TYP.) SENSOR NOT TO EXCEED 200 FEET. SCH 40 PVC LATERAL (TYP.) 4 QUICK COUPLER 5 TYPICAL POPUP SPRINKLER 6 CONTROLLER - WALL MOUNT WITH RAIN SENSOR IR-3 NO SCALE IR-3 NO SCALE IR-3 NO SCALE PIP COCKS TO BE UPRIGHT AND EASILY ACCESSIBLE PRESSURE REDUCING VALVE SUPER JUMBO XL PVC VALVE BOX SUPER JUMBO XL PVC VALVE BOX (SIZED AS REQUIRED) (SIZED AS REQUIRED) W/ STRAINER DOUBLE CHECK VALVE/BACKFLOW PREVENTION ASSEMBLY FINISH GRADE FINISH GRADE FINISH GRADE 10" DIA. VALVE BOX W/ LOCKING LID PRV . EXTENSIONS (AS REQUIRED) 4"CLR. 4"CLR BRASS PIPE DCVA LINE SIZE GATE VALVE COPPER SWEAT TO THREADED 2'-0"MIN ADAPTER ALL BRASS FITTINGS, BRASS MAINLINE NIPPLES & UNIONS (TYP) FROM METER TO DCVA/PRV G V MANUAL DRAIN MANUAL DRAIN (MUELLER) WASTE BRASS PIPE FROM (MUELLER) WASTE BRASS PIPE FROM SCH 40 PVC MAIN (TYP.) VALVE 3" OF 1-1/2" 1-1/2" GATE VALVE VALVE DCVA to PRV M IM 1'-0" MIN WASHED ROCK BRASS PLUG BRASS PLUG OVER GEOTEXTILE FABRIC NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. GATE VALVE 3" OF 1-1/2" WASHED ROCK 3" OF 1-1/2" WASHED ROCK OVER GEOFABRIC OVER GEOFABRIC 7 TYPICAL POINT OF CONNECTION 8 DOUBLE CHECK VALVE 9 GATE VALVE IR-3 NO SCALE IR-3 NO SCALE IR-3 NO SCALE one inch NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.9.19 SCALES: WASHINGTON Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : DRAWING: IR-21807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A IRRIGATION DETAILS JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD . SHEET: PATRIK DYLAN DRAWN: PD IR-3 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD 12/12/2018 CONSTRUCTION PLAN REVIEW COSTS ITEM QUANTITY UNIT COST/UNIT COST CONTRACTOR NOTES Earthwork 480,075 SF $0.46 $218,884.00 Coast Construction Group Clear/Remove Brush Included in Coast scope of work Coast Construction Group Bollards 10 EA $325.00 $3,250.00 Calc Worksheet Fencing 1600 LF $18.00 $28,800.00 Calc Worksheet Import Topsoil Included in Coast scope of work Coast Construction Group Traffic Control (2 flaggers, 40 hr ea) 5 DAYS $1,340.00 $6,700.00 Coast Construction Group Temporary Erosion & Sediment Control Included in earthwork by Coast Coast Construction Group Backfill & Compaction - Embankment Included in earthwork by Coast Coast Construction Group Catch Basin Protection Included in earthwork by Coast Coast Construction Group Excavation - bulk Included in earthwork by Coast Coast Construction Group Hydroseeding Included in earthwork by Coast Coast Construction Group Plastic Covering Included in earthwork by Coast Coast Construction Group Rock Construction Entrance Included in earthwork by Coast Coast Construction Group TESC Supervisor Included in earthwork by Coast Coast Construction Group Water Truck Included in earthwork by Coast Coast Construction Group Concrete Washout Included in earthwork by Coast Coast Construction Group Stormwater Drainage 1 LS $213,100.00 $213,100.00 Coast Construction Group Street Improvement Coast Construction Group Curb & Gutter 680 LF $33.22 $22,589.60 Coast Construction Group Plans show approx. 680 lf Sawcut Asphalt 5985 SF $1.09 $6,520.00 Coast Construction Group Includes removal Sidewalk - 4" 2825 SF $4.96 $14,012.00 Coast Construction Group Striping, per stall & thermoplastic 1 LS $11,945.00 $11,945.00 Coast Construction Group Includes ADA Signs Street Surfacing/Pavement Coast Construction Group Asphalt Road - 3" 66671 SF $2.19 $146,009.49 Coast Construction Group Includes Street and Site Asphalt Asphalt Treated Base, 4" thick 5985 SF $2.38 $14,244.30 Coast Construction Group Includes Street and Site Asphalt Gravel Base Course 6" 1509 cy $41.72 $62,959.42 Coast Construction Group Includes Street and Site Asphalt Concrete Road - 8" w/ 8" base 234335 SF $4.98 $1,166,988.30 Coast Construction Group Water System 1 LS $413,456.00 $413,456.00 Coast Construction Group Sanitary System 1 LS $23,860.00 $23,860.00 Coast Construction Group Landscaping & Vegitation Calc Worksheet Street Trees 17 EA $500.00 $8,500.00 Calc Worksheet Right-of-Way Landscaping 1 LS $10,000.00 $10,000.00 Calc Worksheet Private Landscaping 1 LS $50,000.00 $50,000.00 Calc Worksheet SUBTOTAL $2,421,818.11 MOBILIZATION FOR CALC WORKSHEET (10%) $10,055.00 MOBILIZATION FOR COAST INCLUDED IN COSTS CONTINGENCY FOR CALC WORKSHEET ITEMS (15%) $15,082.50 CONTINGENCY FOR COAST INCLUDED IN COSTS GRANDTOTAL $2,446,955.61 PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 146,817.34 GRADING FEE (4) (Cubic Yard $ - Review fees due at time of submittal Total Review Fees Due ASSURANCE DEVICE Base Calculation of Performance Device $2,446,955.61 PERFORMANCE DEVICE (150%) Amount Due $ 3,670,433.42 Base Calculation of Maintenance Device $2,446,955.61 MAINTENANCE DEVICE (20%) Amount Due $ 489,391.12 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 1/16/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 2 Report Date: 12/21/2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH General â€¢ Need survey map â€¢ Titleblock updated with address 1/15/2019 â€¢ Legal Description â€¢ Legal description added to Sheet C1.1 â€¢ Existing Easements Written and shown â€¢ Existing easement shown on survey plan â€¢ Vert/hor datum â€¢ Vertical and horizontal datum added to â€¢ Address â€“ 18215 59th Avenue NE, Arlington, WA Sheet C1.1 98223 2. NEH General Construction General Permit is required Will be forwarded once received from Big-D Pending Construction. 3. NEH General CESCL needed â€“ name and license number Added to Sheet C1.1 1/15/2019 4. NEH General NOI needed Will be forwarded once received from Big-D Pending Construction 5. NEH General Sign details and locations for ADA parking? Note added to sheet C3.2 identifying sign code Not sure what SIM and UNO refers to? 6. NEH General Easement needed for sewer to monitoring manhole Easement extended to enclose side sewer past 1/15/2019 the monitoring manhole 7. NEH General Where is dumpster enclosure location and design? There is no dumpster enclosure. They place a 20 1/15/2019 NOTE: If a future dumpster is desired, it will need to go yard container at one of the dock positions. It is through approval process my understanding from the architect that this was discussed with the City early in design. 8. NEH General Show shading is met for parking Shading calculation are shown on Sheet L-1 1/15/2019 9. NEH General Landscape plan required and added to sheet index Landscape plan added to the legend on Sheet 1/15/2019 C1.1. Landscape architect is updating plan per changes to driveways and will submit as soon as ready. 10. NEH L2 & L3 Detail 2 Street Trees are required Street trees are shown on Sheet L-2 Street trees be installed with root barrier 18â€ in depth, completely surround the root ball, 6â€ from sidewalk â€“ update to detail R-270 for proper installation Page 1 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 1/16/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 2 Report Date: 12/21/2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved City has specified Pacific Sunset Maple for street trees on 59th. 11. NEH Drainage SWPPP Narrative in report is not completed, still The project utilized the DOE standard SWPPP 1/15/2019 Report generic language, still references name as SmartCap. form, so many of the section do contain the Must describe how elements will be addressed, list all DOEâ€™s generic language. However, additional BMP's. explanation has been added to help describe the use of each BMP. Contact information has been updated. 12. NEH Drainage Perv/Impv takeoffs must match drainage report Values have been updated in the report 1/15/2019 Report narrative, Figure 1, and drainage summary. 13. NEH Drainage Geotech report infiltration rate 8.4 differs from body See #21 for response. Report of report â€“ see #21 Will accept an addendum that shows infiltration rate/factor of safety 14. NEH Drainage Are there any trees to be preserved? Identify The majority of the existing trees are on the 1/15/2019 Report adjacent parcel to the north. The few trees that are on the project site are outside of the grading limits and wonâ€™t be disturbed. No trees will be removed as part of the project. 15. NEH Drainage Site specific dewatering plan needed (discharge Per the Geotech report, the groundwater level is 1/15/2019 Report location and measures) 26â€™ below grade and deeper than the proposed improvements. Dewatering will not be required. If groundwater is encountered, a dewatering plan will be submitted at that time. Page 2 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 1/16/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 2 Report Date: 12/21/2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 16. NEH Drainage Geotech recommends footing drain, but none is Geotest includes foundation drainage 1/15/2019 Report shown, explain recommendations in all their reports regardless of the circumstances. They do state that the Owner has the option to eliminate the foundation drains, which Swire has elected to do. For this site, groundwater is sufficiently deep that excessive water around the footings is not anticipated. Additionally, there is no place to take the foundation drainage if it were utilized. 17. NEH Drainage Area used 15 acres doesn't match and isn't explained Figure 1 has been updated to reflect the 1/15/2019 Report what area is not being disturbed. undisturbed portion of the 15 acres on the east side of the lot, shown as grey. 18. NEH Drainage Need an existing conditions description Existing conditions section added to the report. 1/15/2019 Report 19. NEH Drainage Must have an upstream and downstream discussion Upstream and downstream discussion included 1/15/2019 Report included. If no onsite water contributing, discuss in section 5 of the report. why. 20. NEH Drainage Must discuss where water would exit site if Discussion added to section 5 of the report. 1/15/2019 Report overtopping occurred in existing and proposed conditions. 21. NEH Drainage Issues with the infiltration rate. Listed as 12 in the The assumed infiltration rate of the BSM at 12 Report body of the report, 8.4 in geotechnical. 12 is used in in/hr has a safety factor of 4 being applied to it, all bioinfiltration design, but that is the infiltration which reduces the rate to 3 in/hr. This rate is through the treatment layer only. It doesn't take into less than the corrected design rate of 8.4 in/hr consideration the 8.4 in/hr. that controls the ability of the underlying soil media and therefore for the trench to infiltrate into the ground. governs the design of the biofiltration facilities. Will accept an addendum that shows infiltration rate/factor of safety 22. NEH Drainage Need to explain that red is broken into 2 parts, which Discussion added to Section 5 of the report. 1/15/2019 Report is why it is only half, that you have specified 2 equal trenches. Page 3 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 1/16/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 2 Report Date: 12/21/2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 23. NEH Drainage States that all bioswales were modeled as 100% Additional explanation has been included in 1/15/2019 Report impervious, not true for Cyan and Orange. section 5 of the report. 24. NEH Drainage Proposed Conditions description needed. Description added to the report 1/15/2019 Report 25. NEH Drainage Erosion control risk assessment discussion? The description in Section 2 of the report has 1/15/2019 Report been expanded. 26. NEH Drainage Min #5 Must include BMP T5.13 for all disturbed areas Additional description has been added to 1/15/2019 Report Section 5 of the report. Note 5 has been added to sheet C2.1. 27. NEH Drainage Min #6 Must show that WQ facilities drain in less than 24 Additional information added to Section 5 of 1/15/2019 Report hours the report. Biofacilities drain in 2 hours. 28. NEH Drainage Must explain treatment at 59th Explanation added to Section 6 of the report. 1/15/2019 Report 29. NEH Drainage Discussion about level of treatment required, basic, Explanation added to Section 6 of the report. 1/15/2019 Report enhanced, phosphorus, oil 30. NEH Drainage Discussion about pre-treatment required and how Additional information added to Section 6 of 1/15/2019 Report met the report. 31. NEH Sheet C2.2 Protect future infiltration Hi-Vis fencing added to plan 1/15/2019 32. NEH Sheet C2.2 TESC plan should show protecting the proposed Hi-vis fencing added to the plan 1/15/2019 infiltration areas in some way 33. NEH Sheet C2.2 Show Dewatering Plan Per the geotechnical report, groundwater is 1/15/2019 well below proposed improvements. Dewatering is not anticipated for the project. 34. NEH Sheet C2.2 Plastic covering is less desirable, can something else Plastic covering is an approved BMP and 1/15/2019 be used? preferred by the Contractor. However, alternate methods can be evaluated during construction based on actual conditions. 35. NEH Sheet Driveways shall have curb radius Change made to plans 1/15/2019 C3.1/3.2 Page 4 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 1/16/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 2 Report Date: 12/21/2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 36. NEH Sheet Show all driveways are 8% or less, need some Slopes added to Sheet C4.2 1/15/2019 C3.1/3.2 elevations 37. NEH Sheet Demonstrate design vehicle path/turning Sheet 8.1 added for vehicle turning movements C3.1/3.2 Northbound vehicle from south driveway is beginning movement in the lane of incoming traffic. Must begin and end movement within the correct lane. Update as necessary to ensure vehicle can make movement. 38. NEH Sheet Orange and Cyan basins bioinfiltration are not shown The top width is 10â€™ since the slope continues 1/15/2019 C4.1/4.2 at the correct top width - 11' on one side, so the 1â€™ bench is not present. Detail 1 on Sheet C6.4 has been updated to make it more clear. 39. NEH Sheet List top width for all bioinfiltration Plans updated 1/15/2019 C4.1/4.2 40. NEH Sheet C4.2 CB 1 - IE is incorrect IE updated 1/15/2019 41. JL Sheet C5.1 COA Std. Only wastewater from floor drains shall drain to the It has been confirmed with the mechanical 1/15/2019 5-1.11 oil/water separator, restrooms and kitchen fixtures engineer that nothing goes through the OWS must enter side sewer downstream of the oil/water except what is allowed by the City. separator. 42. JL Sheet C5.1 COA Std. Monitoring manhole shall be located to be accessed Monitoring manhole is located in the parking 1/15/2019 5-1.17 for inspection by City staff at all times and under any lot drive isle. The parking lot is not fenced, so weather condition. the City can access the manhole at any time. 43. GS Sheet C5.1 Hydrant at approximately 16+35 (95' west of 59th) Change made to plan 1/15/2019 exceeds 50' maximum hydrant run. Change to: (1) 12" MJ x 8" FL Tee (1) 8" FL x MJ Gate Valve Approx. 60' 8" DI (1) 8" MJ x 6" FL Tee (1) Fire Hydrant Assembly per COA Std. Detail W-010 (1) MJ Plug Thrust Blocking Page 5 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 1/16/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 2 Report Date: 12/21/2018 Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 44. GS Sheet C5.1 Check Hot Tap alignment at the South West corner. It Extra note added to the plan 1/15/2019 appears the tap may be inside Dungeness fence line. If this is the case indicate on the drawings along with restoration. 45. NEH Sheet C6.1 Change temp construction entrance to permeable Note changed 1/15/2019 ballast 46. NEH Sheet C6.2 Detail 1 Needs width Detail 1 is a pavement section detail and a Nothing on the plans indicated the width of this width dimension would not be applicable. pavement. If you object to showing it on the detail, show it on the plan. What is the width of the access? 47. NEH Sheet C6.3 R-230 doesn't meet ADA, remove Detail removed and note updated on Sheet C3.2 1/15/2019 48. NEH Sheet C6.4 All infiltration, there should be no geotextile fabric on Geotextile removed from bottom of infiltration 1/15/2019 the bottom of the trench. Revise facilities 49. NEH Sheet C6.4 Detail 1 Bottom width varies, top width varies. Detail updated 1/15/2019 50. NEH Sheet C6.4 Detail 4 Need slope on PVC - PVC must be C-900 Depth of pipe increased to 3â€™ of cover so SDR-35 1/15/2019 PVC pipe can be used. 51. NEH Sheet C7.1 Detail 2 & 3 Planter strip is 5' not including the curb, update. Plans updated accordingly 1/15/2019 52. NEH Sheets L1-L3 and IRR1 â€“ IRR3 need to be included with the civil plan set. Page 6 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 2/1/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 3 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. NEH General â€¢ Need survey map â€¢ Titleblock updated with address 1/15/2019 â€¢ Legal Description â€¢ Legal description added to Sheet C1.1 â€¢ Existing Easements Written and shown â€¢ Existing easement shown on survey plan â€¢ Vert/hor datum â€¢ Vertical and horizontal datum added to â€¢ Address â€“ 18215 59th Avenue NE, Arlington, WA Sheet C1.1 98223 2. NEH General Construction General Permit is required Will be forwarded once received from Big-D 2/1/2019 Construction. 3. NEH General CESCL needed â€“ name and license number Added to Sheet C1.1 1/15/2019 4. NEH General NOI needed Will be forwarded once received from Big-D Pending Construction 5. NEH General Sign details and locations for ADA parking? Note added to sheet C3.2 identifying sign code 2/1/2019 Not sure what SIM and UNO refers to? SIM=Similar, UNO=Unless Noted Otherwise 6. NEH General Easement needed for sewer to monitoring manhole Easement extended to enclose side sewer past 1/15/2019 the monitoring manhole 7. NEH General Where is dumpster enclosure location and design? There is no dumpster enclosure. They place a 20 1/15/2019 NOTE: If a future dumpster is desired, it will need to go yard container at one of the dock positions. It is through approval process my understanding from the architect that this was discussed with the City early in design. Noted 8. NEH General Show shading is met for parking Shading calculation are shown on Sheet L-1 1/15/2019 9. NEH General Landscape plan required and added to sheet index Landscape plan added to the legend on Sheet 1/15/2019 C1.1. Landscape architect is updating plan per changes to driveways and will submit as soon as ready. 10. NEH L2 & L3 Detail 2 Street Trees are required Street trees are shown on Sheet L-2 Street trees be installed with root barrier 18â€ in depth, completely surround the root ball, 6â€ from sidewalk â€“ update to detail R-270 for proper installation Page 1 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 2/1/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 3 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved City has specified Pacific Sunset Maple for street trees Landscape plans have been updated, however on 59th. R-270 is for trees behind the sidewalk where R- L-2 only shows root barrier on sidewalk side. Root 260 is for trees in a planting strip between the barrier needs to completely surround the root ball curb and sidewalk. R-260 is more appropriate, and it does show the root barrier as requested. 11. NEH Drainage SWPPP Narrative in report is not completed, still The project utilized the DOE standard SWPPP 1/15/2019 Report generic language, still references name as SmartCap. form, so many of the section do contain the Must describe how elements will be addressed, list all DOEâ€™s generic language. However, additional BMP's. explanation has been added to help describe the use of each BMP. Contact information has been updated. 12. NEH Drainage Perv/Impv takeoffs must match drainage report Values have been updated in the report 1/15/2019 Report narrative, Figure 1, and drainage summary. 13. NEH Drainage Geotech report infiltration rate 8.4 differs from body See #21 for response. 2/1/2019 Report of report â€“ see #21 Please refer to enclosed report addendum Will accept an addendum that shows infiltration rate/factor of safety 14. NEH Drainage Are there any trees to be preserved? Identify The majority of the existing trees are on the 1/15/2019 Report adjacent parcel to the north. The few trees that are on the project site are outside of the grading limits and wonâ€™t be disturbed. No trees will be removed as part of the project. 15. NEH Drainage Site specific dewatering plan needed (discharge Per the Geotech report, the groundwater level is 1/15/2019 Report location and measures) 26â€™ below grade and deeper than the proposed improvements. Dewatering will not be required. If groundwater is encountered, a dewatering plan will be submitted at that time. Page 2 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 2/1/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 3 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 16. NEH Drainage Geotech recommends footing drain, but none is Geotest includes foundation drainage 1/15/2019 Report shown, explain recommendations in all their reports regardless of the circumstances. They do state that the Owner has the option to eliminate the foundation drains, which Swire has elected to do. For this site, groundwater is sufficiently deep that excessive water around the footings is not anticipated. Additionally, there is no place to take the foundation drainage if it were utilized. 17. NEH Drainage Area used 15 acres doesn't match and isn't explained Figure 1 has been updated to reflect the 1/15/2019 Report what area is not being disturbed. undisturbed portion of the 15 acres on the east side of the lot, shown as grey. 18. NEH Drainage Need an existing conditions description Existing conditions section added to the report. 1/15/2019 Report 19. NEH Drainage Must have an upstream and downstream discussion Upstream and downstream discussion included 1/15/2019 Report included. If no onsite water contributing, discuss in section 5 of the report. why. 20. NEH Drainage Must discuss where water would exit site if Discussion added to section 5 of the report. 1/15/2019 Report overtopping occurred in existing and proposed conditions. 21. NEH Drainage Issues with the infiltration rate. Listed as 12 in the The assumed infiltration rate of the BSM at 12 2/1/2019 Report body of the report, 8.4 in geotechnical. 12 is used in in/hr has a safety factor of 4 being applied to it, all bioinfiltration design, but that is the infiltration which reduces the rate to 3 in/hr. This rate is through the treatment layer only. It doesn't take into less than the corrected design rate of 8.4 in/hr consideration the 8.4 in/hr. that controls the ability of the underlying soil media and therefore for the trench to infiltrate into the ground. governs the design of the biofiltration facilities. Will accept an addendum that shows infiltration Please refer to enclosed report addendum rate/factor of safety 22. NEH Drainage Need to explain that red is broken into 2 parts, which Discussion added to Section 5 of the report. 1/15/2019 Report is why it is only half, that you have specified 2 equal trenches. Page 3 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 2/1/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 3 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 23. NEH Drainage States that all bioswales were modeled as 100% Additional explanation has been included in 1/15/2019 Report impervious, not true for Cyan and Orange. section 5 of the report. 24. NEH Drainage Proposed Conditions description needed. Description added to the report 1/15/2019 Report 25. NEH Drainage Erosion control risk assessment discussion? The description in Section 2 of the report has 1/15/2019 Report been expanded. 26. NEH Drainage Min #5 Must include BMP T5.13 for all disturbed areas Additional description has been added to 1/15/2019 Report Section 5 of the report. Note 5 has been added to sheet C2.1. 27. NEH Drainage Min #6 Must show that WQ facilities drain in less than 24 Additional information added to Section 5 of 1/15/2019 Report hours the report. Biofacilities drain in 2 hours. 28. NEH Drainage Must explain treatment at 59th Explanation added to Section 6 of the report. 1/15/2019 Report 29. NEH Drainage Discussion about level of treatment required, basic, Explanation added to Section 6 of the report. 1/15/2019 Report enhanced, phosphorus, oil 30. NEH Drainage Discussion about pre-treatment required and how Additional information added to Section 6 of 1/15/2019 Report met the report. 31. NEH Sheet C2.2 Protect future infiltration Hi-Vis fencing added to plan 1/15/2019 32. NEH Sheet C2.2 TESC plan should show protecting the proposed Hi-vis fencing added to the plan 1/15/2019 infiltration areas in some way 33. NEH Sheet C2.2 Show Dewatering Plan Per the geotechnical report, groundwater is 1/15/2019 well below proposed improvements. Dewatering is not anticipated for the project. 34. NEH Sheet C2.2 Plastic covering is less desirable, can something else Plastic covering is an approved BMP and 1/15/2019 be used? preferred by the Contractor. However, alternate methods can be evaluated during construction based on actual conditions. 35. NEH Sheet Driveways shall have curb radius Change made to plans 1/15/2019 C3.1/3.2 Page 4 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 2/1/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 3 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 36. NEH Sheet Show all driveways are 8% or less, need some Slopes added to Sheet C4.2 1/15/2019 C3.1/3.2 elevations 37. NEH Sheet Demonstrate design vehicle path/turning Sheet 8.1 added for vehicle turning movements C3.1/3.2 Northbound vehicle from south driveway is beginning North driveway is ingress only for trucks, south movement in the lane of incoming traffic. Must begin driveway is egress only. Egress trucks will not and end movement within the correct lane. Update as conflict with ingress trucks. Traffic arrows necessary to ensure vehicle can make movement. have been added to the plans for clarity. Need to show one way do not enter signs on C3.2 38. NEH Sheet Orange and Cyan basins bioinfiltration are not shown The top width is 10â€™ since the slope continues 1/15/2019 C4.1/4.2 at the correct top width - 11' on one side, so the 1â€™ bench is not present. Detail 1 on Sheet C6.4 has been updated to make it more clear. 39. NEH Sheet List top width for all bioinfiltration Plans updated 1/15/2019 C4.1/4.2 40. NEH Sheet C4.2 CB 1 - IE is incorrect IE updated 1/15/2019 41. JL Sheet C5.1 COA Std. Only wastewater from floor drains shall drain to the It has been confirmed with the mechanical 1/15/2019 5-1.11 oil/water separator, restrooms and kitchen fixtures engineer that nothing goes through the OWS must enter side sewer downstream of the oil/water except what is allowed by the City. separator. 42. JL Sheet C5.1 COA Std. Monitoring manhole shall be located to be accessed Monitoring manhole is located in the parking 1/15/2019 5-1.17 for inspection by City staff at all times and under any lot drive isle. The parking lot is not fenced, so weather condition. the City can access the manhole at any time. 43. GS Sheet C5.1 Hydrant at approximately 16+35 (95' west of 59th) Change made to plan 1/15/2019 exceeds 50' maximum hydrant run. Change to: (1) 12" MJ x 8" FL Tee (1) 8" FL x MJ Gate Valve Approx. 60' 8" DI (1) 8" MJ x 6" FL Tee (1) Fire Hydrant Assembly per COA Std. Detail W-010 (1) MJ Plug Page 5 of 6 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name: Swire Coca-Cola Permit No.: PWD1527 Review Date: 2/1/2019 Contact: Eric Scott Phone No.: 425-422-0840 Review Phase: 3 Report Date: Reviewing Dept.: CED Applicant: TerraVista NW, LLC DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved Thrust Blocking 44. GS Sheet C5.1 Check Hot Tap alignment at the South West corner. It Extra note added to the plan 1/15/2019 appears the tap may be inside Dungeness fence line. If this is the case indicate on the drawings along with restoration. 45. NEH Sheet C6.1 Change temp construction entrance to permeable Note changed 1/15/2019 ballast 46. NEH Sheet C6.2 Detail 1 Needs width Detail 1 is a pavement section detail and a 2/1/2019 Nothing on the plans indicated the width of this width dimension would not be applicable. pavement. If you object to showing it on the detail, Please refer to Sheet C3.2 for dimensions of the show it on the plan. What is the width of the access? asphalt parking lot. C3.2 also shows the width of the driveway entrances. For the width of the asphalt access on the north area, a dimension has been added to C3.1. 47. NEH Sheet C6.3 R-230 doesn't meet ADA, remove Detail removed and note updated on Sheet C3.2 1/15/2019 48. NEH Sheet C6.4 All infiltration, there should be no geotextile fabric on Geotextile removed from bottom of infiltration 1/15/2019 the bottom of the trench. Revise facilities 49. NEH Sheet C6.4 Detail 1 Bottom width varies, top width varies. Detail updated 1/15/2019 50. NEH Sheet C6.4 Detail 4 Need slope on PVC - PVC must be C-900 Depth of pipe increased to 3â€™ of cover so SDR-35 1/15/2019 PVC pipe can be used. 51. NEH Sheet C7.1 Detail 2 & 3 Planter strip is 5' not including the curb, update. Plans updated accordingly 1/15/2019 52. NEH Sheets L1-L3 and IRR1 â€“ IRR3 need to be included Noted 2/1/2019 with the civil plan set. Page 6 of 6 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY SITE ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL INFORMATION Plotted: Jan 17, 2019 - 2:00pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.1-GEN INFO C1.1 SEC 22 TWP 31 RGE 5E â€œ â€ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL NOTES Plotted: Jan 17, 2019 - 2:00pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES C1.2 SEC 22 TWP 31 RGE 5E â€ â€ â€ â€œ â€ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL NOTES Plotted: Jan 17, 2019 - 2:00pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.3-GEN NOTES C1.3 SEC 22 TWP 31 RGE 5E â€™ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP NOTES Plotted: Jan 17, 2019 - 2:00pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C2.1-SWPPP NOTES C2.1 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP Plotted: Jan 17, 2019 - 2:00pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C2.2-SWPPP C2.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers PAVING PLAN Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C3.1 PAVING PLAN C3.1 SEC 22 TWP 31 RGE 5E 0 20 40 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers PAVING PLAN (WEST) Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C3.2 PAVING PLAN (W) C3.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GRADING & DRAINAGE PLAN Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C4.1 GRADING PLAN C4.1 SEC 22 TWP 31 RGE 5E 0 20 40 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GRADING & DRAINAGE PLAN (WEST) Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C4.2 GD PLAN (W) C4.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers UTILITY PLAN Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C5.1-UTIL PLAN C5.1 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP DETAILS Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.1-SWPPP DETAILS C6.1 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.2-PAVE DETAILS PAVING DETAILS C6.2 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.3-PAVE STD DETAILS PAVING DETAILS C6.3 SEC 22 TWP 31 RGE 5E Â· Â· â€“ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers STORM DRAINAGE DETAILS Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.4-SD DETAILS C6.4 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers STORM STANDARD DETAILS Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.5-SD STD DET C6.5 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SEWER STANDARD DETAILS Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.6-SEWER STD DET C6.6 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers WATER STANDARD DETAILS Plotted: Jan 17, 2019 - 2:01pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.7 WATER STD DET C6.7 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SECTIONS Plotted: Jan 17, 2019 - 2:02pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C7.1-SECTIONS C7.1 SEC 22 TWP 31 RGE 5E 0 30 60 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers VEHICLE TURNING MOVEMENTS Plotted: Jan 17, 2019 - 2:02pm Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C8.1-TRUCK MOVE C8.1 Squire Coca-Cola, USA; Arlington Distribution Facility SHEET LIST L-1 COVERSHEET, KEY MAP, AND NOTES L-2 PLANTING PLAN LANDSCAPE PLAN L-3 LANDSCAPE DETAILS IR-1 IRRIGATION PLAN IR-2 IRRIGATION PLAN GENERAL NOTES SOIL NOTES IR-3 IRRIGATION DETAILS 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS REPRESENTATIVE. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, MOST CURRENT 2. SITE TOPSOIL TO BE SCREENED TO REMOVE ALL GRASS CLODS AND DEBRIS VERSION. LARGER THAN 1" 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 ADJUSTMENT IN THE FIELD BY THE LANDSCAPE CONTRACTOR. UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE AUken TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT IMPORTED 2-WAY TOPSOIL. NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND 5. TOPSOIL DEPTHS WEED ROOTS. 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 6" IN ALL LANDSCAPE BED 5. SEE NOTES THIS SET FOR TOPSOIL DEPTH AND SPECIFICATION. AREAS AND INCOPRPORATED INTO EXISTING SUBGRADE. 6. SEE SPEC THIS SET FOR BIOFILTRATION SOIL MIX. BIOFILTRATION SOIL MIX TO BE 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE-PIT AREAS. SEE PLACED AT A MINIMUM DEPTH OF 12" IN THE BOTTOM OF THE BIOFILTRATION DETAIL THIS PAGE. AREA. 5.3. LAWN / GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. 7. FINE BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A ARbw MINIMUM OF 2 INCHES. 6. IN ALL INSTANCES, PLACED TOPSOIL TO BE INCORPORATED INTO EXISTING GRADE A MINUIUM OF 3 INCHES. 8. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO BIOFILTRATION NOTES AVOID CONFLICT. 1. SEE SPEC THIS SHEET FOR BIOFILTRATION SOIL MIX. BIOFILTRATION SOIL MIX TO BE 9. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT PLACED AT A MINIMUM DEPTH OF 12" IN THE BOTTOM OF THE BIOFILTRATION. EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO 2. SEE CIVIL SHEETS FOR FINAL GRADING OF BIOFILTRATION SOIL. ADDITIONAL COST. 3. SOIL INSTALLED IN MAXIMUM LIFTS OF 6 INCHES AND FOOT COMPACTED 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A 4. NO HEAVY EQUIPMENT ALLOWED IN BIORETENTION AREAS DURING OR AFTER DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE CONSTRUCTION DETERMINED BY REQUIRED PLANT SPACING. SEE SHEET L-2 FOR ENLARGEMENT OF 11. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN BIOFILTRATION SOIL SPECIFICATION WITH A HATCH PATTERN. SEE PLANT LIST FOR PLANT TYPE, SIZE, AND SPACING. FRONTAGE, BUILDING, AND PARKING LOT 12. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO BIOFILTRATION SOIL SHALL HAVE A PH OF BETWEEN 5.5 AND 7.0 AND BE FREE OF ANY LANDSCAPE. APPROVAL BY THE OWNERS REPRESENTATIVE. ADMIXTURE OF SUBSOIL, 3/4-INCH-OR-LARGER-DIAMETER ROCKS, ROOTS, PLANTS, STICKS, OR OTHER EXTRANEOUS MATERIAL. DO NOT USE BIOFILTRATION SOIL WHILE IN A FROZEN OR 13. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS MUDDY CONDITION. NO SLUDGE TO BE PRESENT. THOROUGHLY PREMIX TOPSOIL OFF-SITE. OTHERWISE NOTED. TOTAL TURF GRASS S.F ON L-2. SOIL MIX A - BIOFILTRATION MIX: SOIL LIFT 12" MINIMUM. 14. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE ALL GRADES ADJACENT TO A BUILDING SOIL MIX SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. 50% GRAVELY SAND 50% COMPOST 15. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE Turf Grass; locally proven CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE GRAVELY SAND PER ASTM D 422 BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. SIEVE SIZE PERCENT PASSING 16. PLANTING PLAN WILL HAVE AN AUTOMATED IRRIGATION SYSTEM. US NO. 4 100 US NO. 6 88-100 17. BASEMAP PROVIDED BY TERA-VISTA NW, ARLINGTON WA. US NO. 8 79-97 US NO. 50 11-35 US NO. 200 5-15 Turf Grass; locally proven MAXIMUM CLAY CONTENT SHOULD BE LESS THAN 5%. Shade Calculations PARKING LOT LANDSCAPE Area of Parking 43,980 SF Shade Required Turf Grass; locally proven 8,796 SF (.20 x SF) Shade Provided 11,309 SF as shown KEY MAP AND LAWN GRASS SEEDING PLAN SHADE CALCULATION PLAN one inch 1" = 50'-0" (CHECK SCALE BAR FOR ACCURACY) 1" = 50'-0" (CHECK SCALE BAR FOR ACCURACY) NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.16.19 SCALES: 1 1.9.19 permit set pd pd WASHINGTON 2 1.16.19 1.16.19 city comments pd pd Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : COVERSHEET DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD KEY MAP AND NOTES. SHEET: PATRIK DYLAN DRAWN: PD L-1 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD TYPE C BUFFER TYPE C BUFFER SCREENING WALL; SEE ARCHITECTURAL 1/L-3 - STREET TREE IN SITE PLAN PLANTER STRIP Bugleweed Bugleweed in front of wall 2/L-3 - 18" X 15' ROOT BARRIER AT SIDEWALK AXGabs AxPSM Glsm 12" WIDE AND 6" DEEP STRIP OF HAG FAGapa WASHED DRAIN ROCK TO BE LAhl PLACED ON EDGE (4 planters). MSgr PJpr EfEG CKkd ACEBLOA APDljm Glsm CFfc BTplb NTmfg 3/L-3 - FEATURE WALL/PLANTER AT PATIO PROJECT TO HAVE AUTOMATIC IRRIGATION SYSTEM. SEE SHEET IR-1 3" SLEEVE TO BE PROVIDED 6" MIN BELOW GRADE LOW PROFILE TURF GRASS OVER BIOFILTRATION SOIL. SEE CIVIL FOR PROFILE AND DEPTH AND EXTENT OF BIOFILTRATON AREAS. SEE SHEET L-1 FOR ADDITIONAL GRASS AREAS PlOL PLANTING PLAN 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) PLANTING LEGEND Header Trees Symbol | Num | Species Common Name Abbrev. |Planting Size Shrubs Perennials 2 Acer palmatum 'Bloodgood' Japanese Maple 'Bloodgood' ACEBLOA 2 in. cal Symbol |Num | Species Common Name Abbrev. | Container Size Symbol |Num | Species Common Name Abbrev. | Container Size 13 Berberis thunbergii 'Crimson Pygmy' Dwarf Purple-leaf Barberry BTplb #2 31 Carex fortunei 'Frosted Curls' Frosted Curls Carex CFfc #1 1 Acer palmatum Dissectum Group Red Laceleaf Japanese Maple APDljm #5 8 Chamaecyparis obtusa 'Gracilis' Slender Hinoki Cypress COGshc #5 15 Helictotrichon sempervirens Blue Oat Grass HELSEMA #1 24 Cornus stolonifera 'Kelseyi' Red Osier Dogwood 'Kelseyi' CSkel #2 57 Hemerocallis 'Stella de Oro' Daylily 'Stella de Oro' HEMDORA #1 15 Acer x Pacific Sunset Pacific Sunset Maple AxPSM 2 in cal. 15 Euonymus fortunei 'Emerald Gaiety' Euonymus 'Emerald Gaiety' EfEG #2 3 Lavandula angustifolia 'Hidcote' Hidcote Lavendar LAhl #1 30 Hebe 'Autumn Glory' Shrubby Veronica 'Autumn Glory' HAG #2 6 Miscanthus sinensis 'Gracillimus' Dwarf Maiden Grass MSgr #1 8 Amelanchier X grandiflora 'Autumn Autumn Brillance Serviceberry AXGabs 2 in. cal 7 Hydrangea macrophylla 'Mariesii' Lacecap Hydrangea HYDMAMAR #5 4 Nassella tenuissima Mexican Feather Grass NTmfg #1 Brilliance' 28 Nandina domestica 'Moon Bay' Dwarf Heavenly Bamboo NDmb #2 10 Sedum 'Purple Emperor' Purple Emperor Sedum SPEpeg #1 8 Cornus kousa Kousa Dogwood CKkd 2 in cal. 2 Physocarpus opulifolius 'Diabolo' Ninebark 'Diabolo' PHYDIAA #2 Groundcover 6 Pieris japonica 'Prelude' Prelude Pieris PJpr #2 Symbol |Num | Species Common Name Abbrev. | Container Size 11 Fraxinus americana 'Junginger' Autumn Purple Ash FAGapa 2 in. cal 145 Ajuga reptans 'Atropurpurea' Bugle Weed ARbw 4 in. pot 24 Potentilla fruticosa 'Floppy Disk' Cinquefoil POTFRFLD #2 329 Arctostaphylos uva-ursi Kinnikinnick AUken #1 45 Prunus laurocerasus 'Otto Luyken' 'Otto Luyken' Laurel PlOL #2 Conifer Symbol | Num | Species Common Name Abbrev. |Planting Size 2 Rhododendron PJM Compact Rhododendron Rpjm #2 Grass Areas Symbol | Area | Species Common Name Abbrev. one inch 6 Chamaecyparis nootkatensis 'Green Weeping Alaska Cedar CNwac 5' min. 9 Ribes sanguineum Wintercurrant RSw #2 48818sq. ft Grass - Lawn Seed Mix Turf Grass - locally proven Glsm Arrow' 40 Viburnum davidii David's Viburnum VDdv #2 0' 20' 40' 60' 80' NORTH 4 Vinca major 'Elegantissima' VINMAE #1 NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.16.19 SCALES: 1 1.9.19 permit set pd pd WASHINGTON 2 1.16.19 1.16.19 city comments pd pd Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : 1" = 20' DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD .PLANTING PLAN SHEET: PATRIK DYLAN DRAWN: PD L-2 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD GROUNDCOVER PLANT. SEE PLANT LIST GUYING APPARATUS: HEAVY DUTY POLY CHAIN LOCK BARK MULCH 8 FOOT, 3" ROUND TREE STAKES TO BE VERTICAL, LODGEPOLE PINE STAKES, TOPSOIL DEPTH AND PARALLEL, EVEN-TOPPED, 2 PER TREE TYPE AS SPECIFIED UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE 2" DEPTH BARK MULCH EXISTING MULCH SECTION SUBGRADE FERTILIZE ALL TREES WITH 4" WATERING BASIN APPROVED STARTER FERTILIZER SURROUNDING TREE APPLIED AT MANUFACTURER'S SUGGESTED RATES FINISH GRADE PLANT TREE 1/2" HIGHER THAN GROUNDCOVER PLANT DEPTH GROWN AT NURSERY. EQUAL SPACING AS INDICATED DISTANCE ON PLANT LIST (TYPICAL) 12"MIN. PULL BURLAP OFF TOP 1/3 OF ROOTBALL DISTANCE EDGE OF PLANTER EQUAL PLANTING BACKFILL MIX 60Â° EQUAL DISTANCE EXISTING SUBGRADE SCARIFY PLANTING 1.5 - 2 TIMES ROOT PIT WALLS PLAN BALL DIAMETER SET ROOTBALL ON MOUND OF COMPACTED PLANTING 4 TIMES ROOT BALL DIAMETER BACKFILL MIX 1 TREE IN PLANTER STRIP 2 PLANTER STRIP at SIDEWALK WITH ROOTBARRIER 5 TYPICAL PLANTING DETAILS L-3 NO SCALE L-3 NO SCALE L-3 NO SCALE 2' FREE DRAINING TOPSOIL 5" 5" 6" ROUGH SAWN CEDAR FORM-BOARD FOR TEXTURE 11'-4" 2' SEE PLANS FOR LAYOUT SEE STRUCTURAL FOR REINFORECMENT BOARDS SLIGHTLY STAGGERED COVER INSIDE OF PLANTER WITH POND LINER 2' (NO LINER ON BOTTOM OF PLANTER) 6" BOARD FORMED CONCRETE GEOTEXTILE; TURN UP AT SIDES 6' SCREENING OVER DRAIN HOLES BOARDS STAGGERED 1" IN 4 GEOTEXTILE; TURN UP AT SIDES FORM; SEE SECTION 2'-2" 1" SHADOW LINE 1" SHADOW OFFSET 1 INCH DRAIN HOLE 4" BASE / EDGE CONDITION VARIES PER PROJECT; SEE PLAN 4" THREE 1" DRAIN HOLES AT BOTH ENDS, BOTH SIDES FEATURE WALL/PLANTER; AT PATIO; FREE DRAINING AGGREGATE, DEPTH COVERS DRAIN HOLE SEE DETAIL THIS SHEET ELEVATION / SECTION 6" MIN CRUSHED C.S.T.C 3" SLEEVE FOR IRRIGATION LINE TO BE PROVIDED 6" BELOW GRADE NOTES: 1. NO AIR HOLES, BUG-HOLES, OR VOIDS TO BE GREATER THAN 1" SECTION A - A' SECTION A - A' VIEW IN ANY DIRECTION 4 2. ALL SNAP TIE HOLES TO BE REPAIRED 3. CONTRACTOR TO USE FIBER AD-MIX PER MANUFACTURES INSTRUCTIONS 3 FEATURE WALL PLANTER AT PATIO 4 SECTION / ELEVATION - FEATURE WALL PLANTER L-3 NO SCALE L-3 NO SCALE one inch NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.16.19 SCALES: 1 1.9.19 permit set pd pd WASHINGTON 2 1.16.19 1.16.19 city comments pd pd Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : PLANTING AND SITE DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD . DETAILS SHEET: PATRIK DYLAN DRAWN: PD L-3 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD 3/4" 3/4" E 1" 3/4" E 1 1 1 1 S S S S S S S S S 1 1 1 1 1 1 1 1 1 1 1 E 1 S S S S S S S S S S S S S S E S S 3/4" S S 1-1/4" E 3/4" 1" 3/4" 3/4" 1" 3/4" 1-1/4" 2" MAINLINE 3/4" S 1" S MAINLINE AND VALVES TO 3/4" BE LOCATED IN PLANTING BED AS POSSIBLE. 3/4" E 3 B2 1" 16.44 1" 14.38 B3 1 5 2 6 B5 SLEEVE TO BE PROVIDED 1" 15.45 1" 17.1 1" 15.96 1" 1" 19.2 1" 19.57 1" 16.83 INTO PLANTER 3/4" B4 C C C B4 B1 B1 B1 3/4" C C C C 2" MAINLINE B4 B4 B1 B1 7/IR-3 - POINT OF CONNECTION A 3/4" CONTROLLER LOCATION ON OUTSIDE OF BUILDING. IF CONFLICT EXISTS COORDINATE WITH OWNER FOR B4 B4 B1 LOCATION OF PEDESTAL MOUNT. B1 B1 1" 3/4" MAXIMUM DEMAND IS 21.90 G.P.M. B1 1-1/4" 3/4" 1" 16.82 B4 B1 B1 4 3/4" 1" 8.64 B4 B1 B4 B4 B4 3/4" B1 1" 3/4" B4 3/4" B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B4 B4 3/4" B4 B1 B1 B1 3/4" 7 1" 19.17 IRRIGATION LEGEND IRRIGATION NOTES: B4 3/4" Backflow Preventers 1" 15.92 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF Quantity Symbol Description Size WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 1 Febco 850 Double Check Assembly w/ Wilkens 500 PRV 1" 8 Controllers 2. THE INFORMATION ON THE IRRIGATION PLANS IS DIAGRAMMATIC ONLY. Quantity Symbol Description Size CONFLICTS WITH EXISTING CONDITIONS AND INFORMATION PROVIDE ON 1" 8.2 1 A Rainbird ESP - LX 20 zones CONTRACT DRAWING SHOULD BE BROUGHT TO THE ATTENTION OF THE B4 OWNER OR OWNER 'S REPRESENTATIVE. B4 Equipment B4 B4 Quantity Symbol Description Size 4 Champion Manual Drain Valve 1" 3. QUANTITIES IN THE LEGEND ARE PROVIDED FOR CONTRACTORS CONVIENENCE AND DUE TO THE DIAGRAMMATIC NATURE OF THE DRAWING B4 B4 B4 1 Hammond Gate Valve 1" B4 SHOULD ONLY BE USED AS ESTIMATES; IF THERE IS A DISCREPANCY, THE 1 Rainbird 33 DRC Quick Coupler 3/4" PLAN SHALL GOVERN. ACTUAL QUANTITIES DETERMINED BY IRRIGATION Irrigation Heads HEAD SPACING. Quantity Symbol Description Size 7 C RAINBIRD 1800 SERIES 5 Series Stream Bubbler - 12" Riser CSTÂ° 5.00 ft x 1.00 ft 4. LOCATE AND VERIFY ALL UTILITY LINES PRIOR TO EXCAVATION OR 12 RAINBIRD 1800 SERIES 10 Series - 6" Riser 180Â° 9.00 ft CONSTRUCTION. 2" MAINLINE 21 RAINBIRD 1800 SERIES 10 Series - 12" Riser 90Â° 9.00 ft 29 RAINBIRD 1800 SERIES 10 Series - 12" Riser 180Â° 9.00 ft 5. THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS 10 RAINBIRD 1800 SERIES 12 Series - 12" Riser 90Â° 11.00 ft FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR 3 RAINBIRD 1800 SERIES 12 Series - 12" Riser 180Â° 11.00 ft MALFUNCTIONING EQUIPMENT SHALL BE REPLACED OR CORRECTED BY 6 E RAINBIRD 1800 SERIES 15 Strip Series - 6" Riser ESTÂ° 14.00 ft x 4.00 ft CONTRACTOR. 29 S RAINBIRD 1800 SERIES 15 Strip Series - 6" Riser SSTÂ° 28.00 ft x 4.00 ft 19 RAINBIRD 1800 SERIES 15 Strip Series - 12" Riser ESTÂ° 14.00 ft x 4.00 ft 6. OPERATION PRESSURE A SPRAY HEADS SHALL BE APPROXIMATELY 30 PSI. 26 RAINBIRD 1800 SERIES 15 Strip Series - 12" Riser SSTÂ° 28.00 ft x 4.00 ft STATIC PRESSURE AT METER SHOULD BE A MINIMUM OF 50 PSI. SYSTEM 5 RAINBIRD 1800 SERIES R13-18 - 6" riser 90Â° 14.00 ft SHALL OPERATE BETWEEN 50 AND 70 PSI. CONTRACTOR TO VERIFY 89 RAINBIRD 1800 SERIES R13-18 - 6" riser 180Â° 14.00 ft AVAILABLE PRESSURE. 14 RAINBIRD 1800 SERIES R17-24 - 6" Riser 90Â° 19.00 ft 1 RAINBIRD 1800 SERIES R17-24 - 6" Riser 120Â° 19.00 ft 7. PVC SLEEVES SHALL BE INSTALLED AT ALL CROSSING OF SIDEWALKS, 49 RAINBIRD 1800 SERIES R17-24 - 6" Riser 180Â° 19.00 ft WALLS, AND PAVEMENT AND SHALL BE TWICE THE DIAMETER OF THE PIPE OR 9 PIPES PASSING THROUGH THE SLEEVES. SLEEVES ARE SHOWN ON THE 2 RAINBIRD 1800 SERIES R17-24 - 6" Riser 270Â° 19.00 ft 3 RAINBIRD 1800 SERIES R17-24 - 6" Riser 360Â° 19.00 ft IRRIGATION PLAN AT APPROXIMATE LOCATIONS. 1" 17.53 Pipe (Lateral) 8. PIPING IS SIZED TO ENSURE WATER VELOCITIES OF LESS THAN 5 FEET PER Quantity Symbol Description Size SECOND AND TO ENSURE MINIMUM PRESSURE LOSS IN THE PIPING. 3/4" 800 ft Class 200 PVC 1" 1-1/4" 400 ft Class 200 PVC 1-1/4" 9. LOCATION OF VALVES AND PIPING WILL VARY WHEN INSTALLED. PLACE PIPE 1-1/4" 12 5550 ft Class 200 PVC 3/4" IN COMMON TRENCHES AND VALVES AT EDGES OF LAWNS OR PLANTING BEDS. PIPE ROUTING SHALL FOLLOW CONTRACT DRAWINGS AS CLOSELY AS 1" 19.86 Pipe (Mainline) POSSIBLE. Quantity Symbol Description Size 10. WHERE THE FIELD CONDITIONS REQUIRE ADJUSTMENTS, HEADS SHALL BE 3/4" 1700 ft Schedule 40 PVC Pipe 2" ADDED OR DELETED IN ACCORDANCE WITH THE IRRIGATION LEGEND OR Pipe (Sleeve) MANUFACTURES SPECIFICATIONS. PIPE SIZING SHALL BE ADJUSTED Quantity Symbol Description Size ACCORDINGLY, AND THE WATER VELOCITY SHALL NOT EXCEED 5 FEET PER 600 ft Schedule 80 PVC Pipe 3" SECOND. Point of Connection Quantity Symbol Description Size 11. INSTALL V.A.N. (VARIABLE ARC NOZZLES) AS REQUIRED ON ALL SPRAY 1 1" Deduct Meter; see civil utility plan 30.00 gpm @ 50.00 PSI SPRINKLERS. 1" Valves 12. VALVE BOXES SHALL BE AMTEX OR APPROVED EQUAL AND LOCATED ON Quantity Symbol Description Size MATCHLINE; SEE SHEET IR-2 PLANTING AREAS IF POSSIBLE (TWO VALVES PER BOX) MATCHLINE; SEE SHEET IR-2 2 Rainbird PEB or approved equal 1-1/2" 13. SURVEY INFORMATION FOR BUILDING FOOTPRINTS AND ROADS PROVIDED 15 Rainbird PEB or approved equal 1" BY TERRA VISTA NORTHWEST., ARLINGTON, WA . WALLS, SIDEWALKS, AND DRIVEWAYS ARE PROVIDED BASED ON PRE-CONSTRUCTION INFORMATION MATCHLINE; SEE SHEET IR-1 AND MAY VARY FROM PLAN. VERIFY IN FIELD. MATCHLINE; SEE SHEET IR-1 IRRIGATION PLAN one inch 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.16.19 SCALES: 1 1.9.19 permit set pd pd WASHINGTON 2 1.16.19 1.16.19 city comments pd pd Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : 1" = 20' DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD IRRIGATION PLAN. SHEET: PATRIK DYLAN DRAWN: PD IR-1 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD MATCHLINE; SEE SHEET IR-2 MATCHLINE; SEE SHEET IR-1 IRRIGATION LEGEND MATCHLINE; SEE SHEET IR-1 9 Backflow Preventers 12 Quantity Symbol Description Size 1 Febco 850 Double Check Assembly w/ Wilkens 500 PRV 1" Controllers 9 Quantity Symbol Description Size 1 A Rainbird ESP - LX 20 zones 12 Equipment Quantity Symbol Description Size 4 Champion Manual Drain Valve 1" 9 1 Hammond Gate Valve 1" 1 Rainbird 33 DRC Quick Coupler 3/4" Irrigation Heads 12 Quantity Symbol Description Size 7 C RAINBIRD 1800 SERIES 5 Series Stream Bubbler - 12" Riser CSTÂ° 5.00 ft x 1.00 ft 9 12 RAINBIRD 1800 SERIES 10 Series - 6" Riser 180Â° 9.00 ft 21 RAINBIRD 1800 SERIES 10 Series - 12" Riser 90Â° 9.00 ft 29 RAINBIRD 1800 SERIES 10 Series - 12" Riser 180Â° 9.00 ft 10 RAINBIRD 1800 SERIES 12 Series - 12" Riser 90Â° 11.00 ft 12 3 RAINBIRD 1800 SERIES 12 Series - 12" Riser 180Â° 11.00 ft 6 E RAINBIRD 1800 SERIES 15 Strip Series - 6" Riser ESTÂ° 14.00 ft x 4.00 ft 9 29 S RAINBIRD 1800 SERIES 15 Strip Series - 6" Riser SSTÂ° 28.00 ft x 4.00 ft 19 RAINBIRD 1800 SERIES 15 Strip Series - 12" Riser ESTÂ° 14.00 ft x 4.00 ft 26 RAINBIRD 1800 SERIES 15 Strip Series - 12" Riser SSTÂ° 28.00 ft x 4.00 ft 5 RAINBIRD 1800 SERIES R13-18 - 6" riser 90Â° 14.00 ft 12 89 RAINBIRD 1800 SERIES R13-18 - 6" riser 180Â° 14.00 ft 14 RAINBIRD 1800 SERIES R17-24 - 6" Riser 90Â° 19.00 ft 9 1 RAINBIRD 1800 SERIES R17-24 - 6" Riser 120Â° 19.00 ft 49 RAINBIRD 1800 SERIES R17-24 - 6" Riser 180Â° 19.00 ft 2 RAINBIRD 1800 SERIES R17-24 - 6" Riser 270Â° 19.00 ft 3 RAINBIRD 1800 SERIES R17-24 - 6" Riser 360Â° 19.00 ft 9 11 Pipe (Lateral) Quantity Symbol Description Size 800 ft Class 200 PVC 1" 400 ft Class 200 PVC 1-1/4" 5550 ft Class 200 PVC 3/4" 9 11 Pipe (Mainline) 3/4" Quantity Symbol Description Size 1700 ft Schedule 40 PVC Pipe 2" Pipe (Sleeve) 9 Quantity Symbol Description Size 600 ft Schedule 80 PVC Pipe 3" 11 Point of Connection Quantity Symbol Description Size 9 1 1" Deduct Meter; see civil utility plan 30.00 gpm @ 50.00 PSI 9 Valves Quantity Symbol Description Size 11 2 Rainbird PEB or approved equal 1-1/2" 15 Rainbird PEB or approved equal 1" 9 11 9 11 9 9 11 3/4" 9 11 9 11 9 11 9 11 1" 15.07 9 10 1-1/2" 21.17 1" 11 9 1" 3/4" 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 10 10 10 10 10 10 3/4" 11 11 11 11 11 1-1/4" IRRIGATION PLAN one inch 1" = 20'-0" (CHECK SCALE BAR FOR ACCURACY) 0' 20' 40' 60' 80' NORTH NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.16.19 SCALES: 1 1.9.19 permit set pd pd WASHINGTON 2 1.16.19 1.16.19 city comments pd pd Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : 1" = 20' DRAWING: 1807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD IRRIGATION PLAN. SHEET: PATRIK DYLAN DRAWN: PD IR-2 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD PAVEMENT FINISH GRADE FINISH GRADE 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: RAIN BIRD SPLICE-1 (1 OF 2) ID TAG VALVE BOX WITH COVER: OUTDOOR WALL CLEAN, COMPACTED, SUITABLE FINISH GRADE/TOP OF MULCH NATIVEBACKFILL. 1 GENERAL NOTES: 3" MIN. REMOTE CONTROL VALVE: 12" MIN. 1 RAIN BIRD ESP4SMTE RAIN BIRD PEB-PRS-D LATERAL LINE OUTSIDE WALL MOUNT WITH NP-HAN ALL BACKFILL SHALL BE MINERAL AGGREGATE TYPE 2. PVC SCH 80 NIPPLE (CLOSE) 2'-0"MIN 2 1-INCH PVC SCH 40 CONDUIT DETECT-A-TAPE (BLUE) DETECT-A-TAPE (BLUE) AND FITTINGS PVC SCH 40 ELL 4"ABOVE PIPE 6"ABOVE PIPE. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3 WIRES TO REMOTE CONTROL BRICK (1 OF 4) 4"TYP PVC SLEEVE WITH MAIN VALVES AND SENSOR OR LATERAL LINES OR SCH 40 PVC MAIN LINE. SCH 80 NIPPLE (2-INCH LENGTH, 6"TYP CONTROLLER WIRES. 4 HIDDEN) AND SCH 40 ELL STANDARD MODULE FOR BUNDLE CONTROLLER WIRES 4-STATION CONTROLLER NOTES: PVC MAINLINE PIPE UNDER MAIN LINE ON OPPOSITE 1. SLEEVE ID SIZE SHALL BE 2 SIDE FROM SWING JOINTS (WHEN 2 PVC SCH 40 TEE OR ELL LATERAL & MAIN SHARE THE TIMES GREATER THAN OD SIZE 5 OPTIONAL MODULES FOR OF PIPE. PVC SCH 40 MALE ADAPTER SAME TRENCH). 16-STATION CONTROLLER 2. WIRES SHALL BE IN SEPARATE 6 3 CONDUIT SLEEVE. PVC LATERAL PIPE NOTE: TAPE WIRES PER SPEC. 4" BUT DO NOT TAPE BUNDLED 3. SLEEVES SHALL BE REQUIRED 6 JUNCTION BOX 3.0-INCH MINIMUM DEPTH OF UNDER ALL PAVED AREAS. WIRES TO MAIN LINE. 3/4-INCH WASHED GRAVEL 8 INSIDE FRONT COVER 7 CONNECTION FOR WIRES FROM SENSOR 8 1/2-INCH PVC SCH 40 CONDUIT 1 CONTROL VALVE ASSEMBLY 2 TYPICAL TRENCHING 3 IRRIGATION SLEEVES 7 4 TO POWER SUPPLY 5 IR-3 NO SCALE IR-3 NO SCALE IR-3 NO SCALE 3" (TYP.) FINISH GRADE 1 10" DIA. VALVE BOX WITH LOCKING LID 1" BUCKNER BRASS QUICK COUPLER VALVE 2 DETECT-A-TAPE (6" BELOW GRADE TYP.) BACKFILL WITH SELECT MATERIAL (SEE SPEC) SENSOR DETAIL: 3" OF 1-1/2" WASHED ROCK 1'-0"(TYP) 3 1 ESP-SMTE SENSOR (BOTTOM VIEW) FILTER FABRIC (TYP.) 2'-0"MIN 2 CONNECTION FOR WIRES COMPACTED BACKFILL MATERIAL (SEE SPECS.) FROM CONTROLLER WIRING 1" SCH 40 GALVANIZED TRIPLE SWING ACCESS JOINT ASSEMBLY (TYP.) INSIDE CONTROLLER CHASSIS NOTE: NOTE: USE TEFLON TAPE ON ALL THREADED SCH.80 PVC TEE, FITTINGS, & ADAPTORS (AS REQUIRED WIRE LENGTH FROM CONTROLLER TO FITTINGS TYP.) SENSOR NOT TO EXCEED 200 FEET. SCH 40 PVC LATERAL (TYP.) 4 QUICK COUPLER 5 TYPICAL POPUP SPRINKLER 6 CONTROLLER - WALL MOUNT WITH RAIN SENSOR IR-3 NO SCALE IR-3 NO SCALE IR-3 NO SCALE PIP COCKS TO BE UPRIGHT AND EASILY ACCESSIBLE PRESSURE REDUCING VALVE SUPER JUMBO XL PVC VALVE BOX SUPER JUMBO XL PVC VALVE BOX (SIZED AS REQUIRED) (SIZED AS REQUIRED) W/ STRAINER DOUBLE CHECK VALVE/BACKFLOW PREVENTION ASSEMBLY FINISH GRADE FINISH GRADE FINISH GRADE 10" DIA. VALVE BOX W/ LOCKING LID PRV . EXTENSIONS (AS REQUIRED) 4"CLR. 4"CLR BRASS PIPE DCVA LINE SIZE GATE VALVE COPPER SWEAT TO THREADED 2'-0"MIN ADAPTER ALL BRASS FITTINGS, BRASS MAINLINE NIPPLES & UNIONS (TYP) FROM METER TO DCVA/PRV G V MANUAL DRAIN MANUAL DRAIN (MUELLER) WASTE BRASS PIPE FROM (MUELLER) WASTE BRASS PIPE FROM SCH 40 PVC MAIN (TYP.) VALVE 3" OF 1-1/2" 1-1/2" GATE VALVE VALVE DCVA to PRV M IM 1'-0" MIN WASHED ROCK BRASS PLUG BRASS PLUG OVER GEOTEXTILE FABRIC NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS. GATE VALVE 3" OF 1-1/2" WASHED ROCK 3" OF 1-1/2" WASHED ROCK OVER GEOFABRIC OVER GEOFABRIC 7 TYPICAL POINT OF CONNECTION 8 DOUBLE CHECK VALVE 9 GATE VALVE IR-3 NO SCALE IR-3 NO SCALE IR-3 NO SCALE one inch NO. DATE REVISION BY REV. prepared for: prepared by: STATE OF ISSUE DATE: 1.16.19 SCALES: 1 1.9.19 permit set pd pd WASHINGTON 2 1.16.19 1.16.19 city comments pd pd Landscape Architecture and Planning REGISTERED Arlington Distribution Facility HORIZONTAL : DRAWING: IR-21807land Mount Vernon, WA 98273 p. 360.419.7400 LANDSCAPE ARCHITECT VERTICAL : N/A IRRIGATION DETAILS JOB NO.: 1807 f. 800.508.2017 59th Ave www.eccosdesign.com DESIGNED: PD . SHEET: PATRIK DYLAN DRAWN: PD IR-3 eccosDesign contact: Patrik Dylan CERTIFICATE NO. 793 LLC Arlington, WA CHECKED: PD TerraVista NW LLC Consulting Engineers January 17, 2019 Ms. Nova Heaton City of Arlington-CED 18204 59th Avenue NE Arlington, WA 98223 RE: Swire Coca-Cola Facility Addendum to Stormwater Report Dear Nova; This letter is an addendum to the stormwater drainage report dated December 21, 2018. The biofiltration facilities for the site were modeled using the WWHM2012 software provided by the Washington State Department of Ecology. Per the procedures outlined in the 2014 SWMMWW, the infiltration rate for the amended soils used in the biofiltration facilities was stated at 12 in/hr, however, a Ksat safety factor of 4 was applied to this rate, also as outlined in the 2014 SWMMWW. After applying the safety factor, the design infiltration rate was reduced to 3 in/hr, which is less than the design infiltration rate of the underlying soils, as described in the geotechnical report, and therefore governs the design of the biofiltration facilities. It was discovered during the permit review process, that the WWHM output report did not tabulate the Ksat safety factor, which is a limitation of the software. As a workaround to the software limitation, this addendum will include screen shots of the input window for each biofiltration facility that shows the use of the Ksat safety factor. Subsequent information is included in the enclosed pages. The colors refer to the subbasins within the site, as described in the original stormwater drainage report. Best Regards, Eric J. Scott, PE Principal 3204 Smokey Point Drive, Suite 207, Arlington WA 98223 Swire Coca-Cola Facility Cyan TerraVista NW, llc Page 2 of 7 January 17, 2019 Swire Coca-Cola Facility Green TerraVista NW, llc Page 3 of 7 January 17, 2019 Swire Coca-Cola Facility Yellow TerraVista NW, llc Page 4 of 7 January 17, 2019 Swire Coca-Cola Facility Purple TerraVista NW, llc Page 5 of 7 January 17, 2019 Swire Coca-Cola Facility Blue TerraVista NW, llc Page 6 of 7 January 17, 2019 Swire Coca-Cola Facility Orange TerraVista NW, llc Page 7 of 7 January 17, 2019 12/12/2017 12/12/2017 12/12/2017 N S B TI W OW S F ASH U E O ING IE J AT TO T N S X P R R O 55066 E X R D E F E E G R N ES ISTE GI S N I E G G G G O 2 2 X NAL P-3 P-4 X X X GW X G X GW X G X X X X X X X X X GW 1 1 P-3 P-4 G GW G GW G GW G G GW G GW G GW G Bowie Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. GW G GW G GW G G GW G GW G G GW G GW G GW GW G GW GW G GW G 3 3 P-3 P-4 GW GW G GW G G G G G G G G G G G G G G G G G G G X X X X GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW Bowie Tiglas Engineering Inc. Phone: 602.992.3900 Consulting Engineers Fax: 602.992.1541 Justin@BowieTiglas.com 809 W. Maryland Ave. \\JUSTIN-2014\Users\Public\Documents\TIGLAS JOB FILES\2018\18104 Swire Coke Arlington WA\18104MP.dwg Dec 20, 2018 - 10:12am by WORKSTATION A BTE # 18104MP Phoenix, AZ. 85013 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers PAVING PLAN Plotted: Feb 04, 2019 - 8:15am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C3.1 PAVING PLAN C3.1 SEC 22 TWP 31 RGE 5E 0 20 40 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers PAVING PLAN (WEST) Plotted: Feb 04, 2019 - 8:15am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C3.2 PAVING PLAN (W) C3.2 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY SITE ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL INFORMATION Plotted: Feb 07, 2019 - 11:18am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.1-GEN INFO C1.1 SEC 22 TWP 31 RGE 5E â€œ â€ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL NOTES Plotted: Feb 07, 2019 - 11:18am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.2-GEN NOTES C1.2 SEC 22 TWP 31 RGE 5E â€ â€ â€ â€œ â€ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GENERAL NOTES Plotted: Feb 07, 2019 - 11:18am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C1.3-GEN NOTES C1.3 SEC 22 TWP 31 RGE 5E â€™ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP NOTES Plotted: Feb 07, 2019 - 11:18am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C2.1-SWPPP NOTES C2.1 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP Plotted: Feb 07, 2019 - 11:18am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C2.2-SWPPP C2.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers PAVING PLAN Plotted: Feb 07, 2019 - 11:18am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C3.1 PAVING PLAN C3.1 SEC 22 TWP 31 RGE 5E 0 20 40 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers PAVING PLAN (WEST) Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C3.2 PAVING PLAN (W) C3.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GRADING & DRAINAGE PLAN Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C4.1 GRADING PLAN C4.1 SEC 22 TWP 31 RGE 5E 0 20 40 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers GRADING & DRAINAGE PLAN (WEST) Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C4.2 GD PLAN (W) C4.2 SEC 22 TWP 31 RGE 5E 0 40 80 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers UTILITY PLAN Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C5.1-UTIL PLAN C5.1 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SWPPP DETAILS Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.1-SWPPP DETAILS C6.1 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.2-PAVE DETAILS PAVING DETAILS C6.2 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.3-PAVE STD DETAILS PAVING DETAILS C6.3 SEC 22 TWP 31 RGE 5E Â· Â· â€“ ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers STORM DRAINAGE DETAILS Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.4-SD DETAILS C6.4 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers STORM STANDARD DETAILS Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.5-SD STD DET C6.5 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SEWER STANDARD DETAILS Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.6-SEWER STD DET C6.6 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers WATER STANDARD DETAILS Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C6.7 WATER STD DET C6.7 SEC 22 TWP 31 RGE 5E ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers SECTIONS Plotted: Feb 07, 2019 - 11:19am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C7.1-SECTIONS C7.1 SEC 22 TWP 31 RGE 5E 0 30 60 Scale in Feet ARLINGTON DISTRIBUTION FACILITY TerraVista NW LLC Consulting Engineers VEHICLE TURNING MOVEMENTS Plotted: Feb 07, 2019 - 11:20am Eric T:\Projects\180301 Swire Coca-Cola (Arlington)\Plans\SWIRE_P-CIVIL.dwg Layout Name: C8.1-TRUCK MOVE C8.1 City of Arlington Business License No.: 2047 18204 59th Avenue NE ~ Arlington, WA 98223 Your local sales tax code is 3101 www.arlingtonwa.gov ~ (360) 403-3551 Issue Date: 8/27/2018 Out of City Business License Expiration Date: 8/27/2019 I S S Big-D Construction Corp U E 404 W 400 S D Salt Lake City, UT 84101 T O Non-transferable - Valid only for location and business noted above. Authorized by City Clerk This buiness license is valid for 1 year from the date of issue. Item 4 DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1/22/2019 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 NAME: Certificate Department Arthur J. Gallagher & Co. PHONE FAX Insurance Brokers of CA, Inc. | LIC #0726293 (A/C, No, Ext): 415-391-1500 (A/C, No):415-391-1882 E-MAIL GCSSFCerts@ajg.com 1255 Battery Street #450 ADDRESS: San Francisco CA 94111 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Zurich American Insurance Company 16535 INSURED BIG-COR-01 WCF Mutual Insurance Company 10033 INSURER B : Big-D Construction Corp. INSURER C : Advantage Workers Compensation Ins Co 40517 404 West 400 South Salt Lake City, UT 84101 INSURER D : American Guarantee and Liability Ins Co 26247 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:1423395843 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 A X COMMERCIAL GENERAL LIABILITY Y GLO982903508 1/1/2019 1/1/2020 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED 300,000 CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $ MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X PRO- POLICY JECT LOC PRODUCTS - COMP/OP AGG $2,000,000 $ OTHER: A AUTOMOBILE LIABILITY Y BAP982903608 1/1/2019 1/1/2020 COMBINED SINGLE LIMIT $2,000,000 (Ea accident) X ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) $ D UMBRELLA LIAB X OCCUR SXS014093202 1/1/2019 1/1/2020 EACH OCCURRENCE $25,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $25,000,000 DED RETENTION $ $ B WORKERS COMPENSATION 2293327[UTAH] 1/1/2019 1/1/2020 X PER OTH- STATUTE ER C AND EMPLOYERS' LIABILITY Y / N 2301693[AOS] 1/1/2019 1/1/2020 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N / A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Big-D Job #: JMB132 RE: Swire Coca-Cola, Arlington WA ADDITIONAL INSURED(S): Swire Coca-Cola, USA - Owner & The City of Arlington WA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Big-D Construction 404 W. 400 S. Salt Lake City UT 84101 AUTHORIZED REPRESENTATIVE Â© 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD GLO982903508 1/1/2019 1/1/2020 1/1/2019 Swire Coca-Cola and Big-D Construction Corp. 18301 59th Ave NE Arlington, WA 98223 Item 1 Item 2 24 HOUR EMERGENCY CONTACT RON GARRISON CELL 801-430-0468 Item 3 City of Arlington Business License No.: 2047 18204 59th Avenue NE ~ Arlington, WA 98223 Your local sales tax code is 3101 www.arlingtonwa.gov ~ (360) 403-3551 Issue Date: 8/27/2018 Out of City Business License Expiration Date: 8/27/2019 I S S Big-D Construction Corp U E 404 W 400 S D Salt Lake City, UT 84101 T O Non-transferable - Valid only for location and business noted above. Authorized by City Clerk This buiness license is valid for 1 year from the date of issue. Item 4 DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1/22/2019 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 NAME: Certificate Department Arthur J. Gallagher & Co. PHONE FAX Insurance Brokers of CA, Inc. | LIC #0726293 (A/C, No, Ext): 415-391-1500 (A/C, No):415-391-1882 E-MAIL GCSSFCerts@ajg.com 1255 Battery Street #450 ADDRESS: San Francisco CA 94111 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Zurich American Insurance Company 16535 INSURED BIG-COR-01 WCF Mutual Insurance Company 10033 INSURER B : Big-D Construction Corp. INSURER C : Advantage Workers Compensation Ins Co 40517 404 West 400 South Salt Lake City, UT 84101 INSURER D : American Guarantee and Liability Ins Co 26247 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:1423395843 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 A X COMMERCIAL GENERAL LIABILITY Y GLO982903508 1/1/2019 1/1/2020 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED 300,000 CLAIMS-MADE OCCUR PREMISES (Ea occurrence) $ MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X PRO- POLICY JECT LOC PRODUCTS - COMP/OP AGG $2,000,000 $ OTHER: A AUTOMOBILE LIABILITY Y BAP982903608 1/1/2019 1/1/2020 COMBINED SINGLE LIMIT $2,000,000 (Ea accident) X ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) $ D UMBRELLA LIAB X OCCUR SXS014093202 1/1/2019 1/1/2020 EACH OCCURRENCE $25,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $25,000,000 DED RETENTION $ $ B WORKERS COMPENSATION 2293327[UTAH] 1/1/2019 1/1/2020 X PER OTH- STATUTE ER C AND EMPLOYERS' LIABILITY Y / N 2301693[AOS] 1/1/2019 1/1/2020 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N / A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Big-D Job #: JMB132 RE: Swire Coca-Cola, Arlington WA ADDITIONAL INSURED(S): Swire Coca-Cola, USA - Owner & The City of Arlington WA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Big-D Construction 404 W. 400 S. Salt Lake City UT 84101 AUTHORIZED REPRESENTATIVE Â© 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD GLO982903508 1/1/2019 1/1/2020 1/1/2019 GLO0829035-07GLO982903508 BAP982903608 1/1/2019 Item 5 Item 5 Application for renewal has been sent Item 7 Certified Erosion Sediment Control Lead and License Number Steve Rushton Johansen Excavating 360-829-6493 lic. # INT0050 Home EspaÃ±ol Contact Search L&I A-Z Index Help My L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing BIG D CONSTRUCTION CORP Owner or tradesperson 404 W 400 S SALT LAKE CITY, UT 84101 Principals 801-415-6000 MOORE, ROBERT SCOTT, PRESIDENT SATTERTHWAITE, DALE R, VICE PRESIDENT SPURLOCK, STEPHEN C, SECRETARY LIVINGOOD, JACK D, CHIEF EXECUTIVE OFFICER C T CORPORATION SYSTEM, AGENT LIVINGOOD, JACK, PRESIDENT (End: 10/29/2001) Doing business as BIG D CONSTRUCTION CORP WA UBI No. Business type 601 156 528 Corporation Governing persons DEE LIVINGOOD JACK D LIVINGOOD; LORRAINE LIVINGOOD; License Verify the contractorâ€™s active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BIGDCC*111KK Effective â€” expiration 05/12/1989â€” 12/03/2018 Bond FIDELITY & DEPOSIT CO OF MARY $12,000.00 Bond account no. 08408171 Received by L&I Effective date 03/30/2006 04/21/2006 Expiration date Until Canceled Insurance Zurich American Ins Co $1,000,000.00 Policy no. GLO982903507 Help us improve Received by L&I Effective date 02/06/2018 02/01/2018 Expiration date 02/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workersâ€™ comp Do you know if the business has employees? If so, verify the business is up-to-date on workersâ€™ comp premiums. L&I Account ID Account is closed. 559,594-00 Doing business as BIG D CONSTRUCTION CORP Estimated workers reported N/A L&I account contact T0 / KARLA BOWMAN (360)902-5535 - Email: BOWK235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Â© Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve H.B. JAEGER CO LLC WHOLESALE DISTRIBUTORS P.O. BOX 1516 â— Snohomish, WA 98291â€“1516 1830 16th St. â— Snohomish, WA 98290 Phone (360) 568-5958 â— Fax (360) 568-7506 SWIRE COCA-COLA ARLINGTON, WA CONTRACTOR: COAST CONSTRUCTION GROUP ARLINGTON, WA SUPPLIER: H.B. JAEGER COMPANY SNOHOMISH, WASHINGTON CONTACT: CODY HAMBLIN CODYH@HBJAEGER.COM (360) 568-5958 ESTIMATE: 832613â€Revised 2.25.19 RECIPIENT: BiddingÂ Contractor PROJECT: SWIREÂ COCAâ€COLA ARLINGTON,Â WA BIDÂ DATE: 9.21.18 1830Â 16thÂ Street Â Â Â Â 360.568.5958Â (phone) SnohimishÂ WAÂ 98290 Â Â Â Â 360.757.1643Â (fax) EXPIRATION: 10.05.18 www.hbjaeger.com codyh@hbjaeger.com ESTIMATOR: CRH Ln# Sku Description Qty Price Extension 1 2 SWIREÂ COCAâ€COLA 3 ARLINGTON,Â WA 4 PLANÂ DATE:Â 8.17.18 5 BIDÂ DATE:Â 9.21.18 6 7 8 ENGINEER: 9 TERRAÂ VISTAÂ NW,Â LLC. 10 3204Â SMOKEYÂ POINTÂ DR,Â #207 11 ARLINGTON,Â WAÂ 98233 12 425.422.0840 13 ERICÂ SCOTT,Â P.E. 14 15 16 ***Â TESCÂ *** 17 18 AMO2002 GEOTEXÂ 200STÂ 15'X360'Â WOVENÂ 500X 1 19 NOTE:Â CONST.Â ENTRANCEÂ FABRIC, 20 VERIFYÂ QTY. 21 TYPE1BAG TYPE1Â SEDIMENTÂ BAGÂ (10) 7 22 23 24 ***Â TESCÂ SUBTOTAL:Â *** 25 26 27 ***Â STORMÂ *** 28 29 BIOâ€SWALE: 30 31 AMO4547 GEOÂ 451â€15'X360'Â NONÂ WOVENÂ 140N 1 32 NOTE:Â PRICEÂ PERÂ ROLL,Â VERIFY 33 QTY. PageÂ 1Â ofÂ 8 34 35 BIOâ€SWALEÂ SUB: 36 37 38 INFILTRATIONÂ TRENCHÂ â€Â TYPEÂ 1 39 (2/C6.4)Â 666Â LF: 40 AMO4547 GEOÂ 451â€15'X360'Â NONÂ WOVENÂ 140N 3 41 NOTE:Â VERIFYÂ FABRICÂ TYPEÂ AND 42 QTY. 43 PVCSPP6 6"X10'Â PVCÂ 3034Â PERFÂ PIPEÂ (S/W) 1340 44 PVCSPS6 6"X10'Â PVCÂ 3034Â SOLIDÂ PIPEÂ (S/W) 20 45 RTFCA6 6"Â R/TÂ CAPÂ 111â€0006Â (15) 8 46 RTFT6 6"Â R/TÂ TEEÂ 103â€0066Â (5) 9 47 RTFCR6 6"Â R/TÂ CROSSÂ 126â€0066Â (4) 9 48 49 6"Â CLEANOUTâ€ 50 NOTE:Â PRICEÂ PERÂ EACHÂ ASSEMBLY, 51 VERIFYÂ QTYÂ ANDÂ NEED. 52 RTFY6 6"Â R/TÂ WYEÂ 107â€0066Â (5) 1 53 RTF45SL6 6"Â R/TÂ STÂ 45Â ELLÂ 122â€0006Â (10) 1 54 WMECH6 6"Â WEDGEÂ MECHÂ PLUGÂ #40â€060 1 55 PVCSPS6 6"X10'Â PVCÂ 3034Â SOLIDÂ PIPEÂ (S/W) 10 56 NOTE:Â VERIFYÂ 6"Â SOLIDÂ QTY. 57 OFPLAN45 PLANÂ 45Â W/LKNGÂ LIDÂ (C/O)Â (SMALL) 1 58 PVCSP12X14 12"X14'Â PVCÂ 3034Â SEWERÂ PIPEÂ GSK 14 59 NOTE:Â VERIFYÂ 12"Â SOLIDÂ QTY. 60 61 INFIL.Â TRENCHÂ â€Â TYPEÂ 1Â SUB: 62 63 64 INFILTRATIONÂ TRENCHÂ â€Â TYPEÂ 2 65 (3/C6.4)Â 175Â LF: 66 AMO4547 GEOÂ 451â€15'X360'Â NONÂ WOVENÂ 140N 1 67 NOTE:Â VERIFYÂ FABRICÂ TYPEÂ AND 68 QTY. 69 PVCSPP6 6"X10'Â PVCÂ 3034Â PERFÂ PIPEÂ (S/W) 180 70 RTFT6 6"Â R/TÂ TEEÂ 103â€0066Â (5) 2 71 RTFCA6 6"Â R/TÂ CAPÂ 111â€0006Â (15) 2 72 73 6"Â CLEANOUTâ€ 74 NOTE:Â PRICEÂ PERÂ EACHÂ ASSEMBLY, 75 VERIFYÂ QTYÂ ANDÂ NEED. 76 RTFY6 6"Â R/TÂ WYEÂ 107â€0066Â (5) 1 77 RTF45SL6 6"Â R/TÂ STÂ 45Â ELLÂ 122â€0006Â (10) 1 78 WMECH6 6"Â WEDGEÂ MECHÂ PLUGÂ #40â€060 1 79 PVCSPS6 6"X10'Â PVCÂ 3034Â SOLIDÂ PIPEÂ (S/W) 10 80 NOTE:Â VERIFYÂ 6"Â SOLIDÂ QTY. PageÂ 2Â ofÂ 8 81 OFPLAN45 PLANÂ 45Â W/LKNGÂ LIDÂ (C/O)Â (SMALL) 1 82 PVCSP12X14 12"X14'Â PVCÂ 3034Â SEWERÂ PIPEÂ GSK 14 83 NOTE:Â VERIFYÂ 12"Â SOLIDÂ QTY. 84 85 INFIL.Â TRENCHÂ â€Â TYPEÂ 2Â SUB: 86 87 88 INFILTRATIONÂ TRENCHÂ â€Â (4/C6.4) 89 680Â LFÂ : 90 91 OWSÂ CBÂ (7)â€ 92 TYPE1BASIN TYPEÂ 1Â CATCHÂ BASIN 7 93 OFSM60GRATE 20X24Â C.I.Â LOCKINGÂ F&GÂ SM60 7 94 RTFT6 6"Â R/TÂ TEEÂ 103â€0066Â (5) 7 95 NOTE:Â 1"Â VENTÂ HOLEÂ DRILLEDÂ IN 96 FIELDÂ BYÂ CONTRACTOR. 97 RTFP6 6"Â R/TÂ PLUGÂ 112â€0006Â (18) 7 98 RTFMHA6 6"Â RTÂ MHAÂ SANDÂ CLRÂ 916â€0006Â (16) 7 99 NDS20 NDS20Â 8"Â RNDÂ GRNÂ GRATEÂ (6"Â 3034) 7 100 PVCSPS6 6"X10'Â PVCÂ 3034Â SOLIDÂ PIPEÂ (S/W) 40 101 NOTE:Â VERIFYÂ 6"Â SOLIDÂ QTY. 102 103 INFIL.Â TRENCHâ€ 104 AMO4545â€5X360 5'Â XÂ 360'Â AMOCOÂ 4545Â NONÂ WOVEN 3 105 NOTE:Â VERIFYÂ FABRICÂ TYPEÂ AND 106 QTY. 107 PVCSPP6 6"X10'Â PVCÂ 3034Â PERFÂ PIPEÂ (S/W) 680 108 RTFT6 6"Â R/TÂ TEEÂ 103â€0066Â (5) 7 109 RTFCA6 6"Â R/TÂ CAPÂ 111â€0006Â (15) 2 110 111 6"Â CLEANOUTÂ (6)â€ 112 RTFY6 6"Â R/TÂ WYEÂ 107â€0066Â (5) 6 113 RTF45SL6 6"Â R/TÂ STÂ 45Â ELLÂ 122â€0006Â (10) 6 114 PVCSPS6 6"X10'Â PVCÂ 3034Â SOLIDÂ PIPEÂ (S/W) 30 115 NOTE:Â VERIFYÂ 6"Â SOLIDÂ QTY. 116 WMECH6 6"Â WEDGEÂ MECHÂ PLUGÂ #40â€060 6 117 OFPLAN45 PLANÂ 45Â W/LKNGÂ LIDÂ (C/O)Â (SMALL) 6 118 PVCSP12X14 12"X14'Â PVCÂ 3034Â SEWERÂ PIPEÂ GSK 14 119 120 INFIL.Â TRENCHÂ SUB: 121 122 123 6"Â DOWNSPOUTÂ CONN.Â (11): 124 125 NOTE:Â VERIFYÂ DSÂ CONN.Â MATERIALS. 126 127 PVCSPS6 6"X10'Â PVCÂ 3034Â SOLIDÂ PIPEÂ (S/W) 460 PageÂ 3Â ofÂ 8 128 THHNG12 #12Â THHNÂ WIREÂ GREENÂ (500')Â SOLID 500 129 RTF45L6 6"Â R/TÂ 45Â ELLÂ 121â€0006Â (10) 22 130 SWFCA6 6"Â S/WÂ CAPÂ 211â€0006Â (18) 11 131 132 6"Â DOWNSPOUTÂ CONN.Â SUB: 133 134 135 ***Â STORMÂ SUBTOTAL:Â *** 136 137 138 ***Â SEWERÂ *** 139 140 NOTE:Â TYPEÂ 2Â CB'Sâ€Â BYÂ OTHERS. 141 142 SEWERSADDLE6 6"Â FORDÂ SEWERÂ SADDLEÂ 6.27â€6.66 1 143 PVCSP6X14 6"X14'Â PVCÂ 3034Â SEWERÂ PIPEÂ GSK 238 144 DETTAPE 2"X1000'Â GREENÂ DETECTÂ TAPEÂ SEWER 1 145 MISC525 OILÂ WATERÂ SEPARATORÂ (6x4) 1 146 (6720Â LBÂ MAXÂ PICK) 147 NOTE:Â OWSÂ QUOTEDÂ ASÂ AÂ GENERIC 148 6X4Â UNIT.Â NOÂ DETAILSÂ ORÂ SPECS 149 PROVIDED.Â SUBJECTÂ TOÂ APPROVAL. 150 RTFMHA6 6"Â RTÂ MHAÂ SANDÂ CLRÂ 916â€0006Â (16) 2 151 RTFT6 6"Â R/TÂ TEEÂ 103â€0066Â (5) 2 152 RTF45L6 6"Â R/TÂ 45Â ELLÂ 121â€0006Â (10) 1 153 RTF45SL6 6"Â R/TÂ STÂ 45Â ELLÂ 122â€0006Â (10) 1 154 RTFCA6 6"Â R/TÂ CAPÂ 111â€0006Â (15) 1 155 156 6"Â SSÂ CLEANOUTÂ (1)â€ 157 RTFY6 6"Â R/TÂ WYEÂ 107â€0066Â (5) 1 158 RTF45SL6 6"Â R/TÂ STÂ 45Â ELLÂ 122â€0006Â (10) 1 159 WMECH6 6"Â WEDGEÂ MECHÂ PLUGÂ #40â€060 1 160 OFPLAN45SEWER PLANÂ 45Â W/LKÂ LIDÂ (SEWER)Â SMALL 1 161 PVCSP12X14 12"X14'Â PVCÂ 3034Â SEWERÂ PIPEÂ GSK 14 162 NOTE:Â VERIFYÂ QTYÂ OFÂ 12"Â PIPE 163 NEEDEDÂ FORÂ ENTIREÂ PROJECT. 164 165 166 ***Â SEWERÂ SUBTOTAL:Â *** 167 168 169 ***Â WATERÂ *** 170 171 MAIN: 172 173 MISC222 EXST.Â XÂ 12"Â HOTÂ TAPÂ SERVICE 2 174 NOTE:Â HOTÂ TAPÂ SERVICEÂ QUOTEDÂ AS PageÂ 4Â ofÂ 8 175 12"X12"Â W/Â SSÂ TAPÂ SLEEVEÂ ANDÂ GV. 176 CONTRACTORÂ TOÂ VERIFYÂ EXST.Â MAIN 177 SIZE,Â COSTÂ VARIES. 178 DDIPCL521218 12"X18'Â CL.52Â D.I.Â Â PIPEÂ DIRECT 3006 179 IFACCLOCKGSK12 12"Â FIELDÂ LOCKÂ GASKET 155 180 VB94018TOP 940Â 18"Â VLV.BOXÂ TOPÂ ONLYÂ W/Â EARS 18 181 VB940LID 940Â VALVEÂ BOXÂ LIDÂ ONLYÂ ("WATER") 18 182 VBBASE24 VALVEÂ BOXÂ 24"Â BASEÂ ONLY 18 183 IFCR12FLXFL 12"Â D.I.Â FLXFLÂ CROSSÂ L/ACC 1 184 IFT12FLXFL 12"Â D.I.Â FLXFLÂ TEEÂ L/ACC 3 185 IFT12MJXFL 12"Â D.I.Â MJXFLÂ TEEÂ L/ACC 1 186 IFT12X6MJXFL 12"X6"Â D.I.Â MJXFLÂ TEEÂ L/ACC 5 187 IFT12X6FLXFL 12"X6"Â D.I.Â FLXFLÂ TEEÂ L/ACC 2 188 IF45L12MJXMJ 12"Â D.I.Â MJXMJÂ 45Â DEGÂ ELLÂ L/ACC 2 189 IFA12MJXFL 12"Â D.I.Â MJXFLÂ ADAPTERÂ L/ACC 1 190 EJRWV12MJXFL 12"Â MJXFLÂ EJIWÂ R/WÂ GATEÂ VALVE 16 191 IFJR12SGKIT 12"Â STARGRIPÂ MEGAâ€LUGÂ KIT 35 192 IFFLPACK12S 12"Â FLGÂ PACKÂ W/SEALâ€TITEÂ RING 17 193 194 MAINÂ SUB: 195 196 197 HYDRANTÂ ASSEMBLYÂ (7): 198 199 IFFLPACK6S 6"Â FLGÂ PACKÂ W/SEALâ€TITEÂ RING 7 200 EJRWV6MJXFL 6"Â MJXFLÂ EJIWÂ R/WÂ GATEÂ VALVE 6 201 IFFLPACK12S 12"Â FLGÂ PACKÂ W/SEALâ€TITEÂ RING 2 202 EJRWV12MJXFL 12"Â MJXFLÂ EJIWÂ R/WÂ GATEÂ VALVE 1 203 VBBASE24 VALVEÂ BOXÂ 24"Â BASEÂ ONLY 7 204 VB94018TOP 940Â 18"Â VLV.BOXÂ TOPÂ ONLYÂ W/Â EARS 7 205 VB940LID 940Â VALVEÂ BOXÂ LIDÂ ONLYÂ ("WATER") 7 206 IFJR6SGKIT 6"Â STARGRIPÂ MEGAâ€LUGÂ KIT 12 207 IFJR12SGKIT 12"Â STARGRIPÂ MEGAâ€LUGÂ KIT 2 208 DDIPCL52618 6"Â XÂ 18'Â CL.52Â D.I.Â PIPEÂ DIRECT 270 209 DDIPCL521218 12"X18'Â CL.52Â D.I.Â Â PIPEÂ DIRECT 54 210 IFLEBR12MJX6PE 12"MJÂ XÂ 6"PEÂ D.I.Â LEBÂ RED.Â L/ACC 1 211 IFACCLOCKGSK6 6"Â FIELDÂ LOCKÂ GASKET 15 212 IFACCLOCKGSK12 12"Â FIELDÂ LOCKÂ GASKET 2 213 IFACCEYEBOLT 3/4"Â XÂ 3â€1/2"Â MJÂ EYEBOLTÂ W/NUT 14 214 ALLNUT 3/4"Â ZINCÂ ALLTHREADÂ NUTSÂ â€Â MH10E 28 215 ALLTHREAD 3/4"X10'Â ZINCÂ ALLTHREADÂ â€ALE10GA 320 216 ALLRODCOUP 3/4"Â ZINCÂ RODÂ COUPLINGÂ â€Â MH25E 50 217 ALLWASHER 3/4"Â ZINCÂ ALLTHREADÂ WASHERÂ MH11E 28 218 EJHYDNW4.6MJ 4'6"Â EJÂ "NW"Â 5CD250Â HYDÂ NST/MJ 7 219 (VERIFYÂ DEPTHS;Â PRICEÂ VARIES) 220 STORZ412NSTX5 4â€1/2"Â NSTÂ XÂ 5"Â STORZÂ Â Â Â NZLâ€CAP 7 221 PB12X12X4 HYDRANTÂ BLOCKÂ 12"X12"X4" 7 PageÂ 5Â ofÂ 8 222 FOGHYDPOST CONCRETEÂ HYDRANTÂ GUARDÂ POST 38 223 224 HYDRANTÂ ASSEMBLYÂ SUB: 225 226 227 2"Â BLOWâ€OFFÂ ASSEMBLYÂ (3): 228 229 IFT12X6MJXFL 12"X6"Â D.I.Â MJXFLÂ TEEÂ L/ACC 3 230 IFJR12SGKIT 12"Â STARGRIPÂ MEGAâ€LUGÂ KIT 3 231 IFP12MJ 12"Â D.I.Â MJÂ PLUGÂ L/ACC 3 232 IFACC12MJKIT 12"Â MJÂ GLANDÂ PACKÂ (G/B/N/GSKT.) 3 233 EJRWV6FLXFL 6"Â FLXFLÂ EJIWÂ R/WÂ GATEÂ VALVE 3 234 IFFLPACK6S 6"Â FLGÂ PACKÂ W/SEALâ€TITEÂ RING 6 235 VBBASE24 VALVEÂ BOXÂ 24"Â BASEÂ ONLY 3 236 VB94018TOP 940Â 18"Â VLV.BOXÂ TOPÂ ONLYÂ W/Â EARS 3 237 VB940LID 940Â VALVEÂ BOXÂ LIDÂ ONLYÂ ("WATER") 3 238 IFBF6FLX2IP 6"Â D.I.Â BLINDÂ FLGÂ W/2"IPÂ TAP 3 239 MISC220 2"Â MIPXQJÂ ADPTÂ C84â€77â€Qâ€NL 6 240 MISC220 2"Â CTSÂ STIFFENERÂ INSERTâ€55â€Q 6 241 PEP2CTS100 2"Â XÂ 100'Â Â Â Â CTSÂ POLYÂ PIPE 100 242 NOTE:Â VARIFYÂ 2"Â CTSÂ POLYÂ QTY. 243 NLBRF90SL2 2"Â BRASSÂ STREETÂ 90Â ELLÂ (1) 3 244 KUP78HYD2 #78Â 2"Â KUPFERLEÂ 3'Â BLOWâ€OFFÂ HYD 3 245 MIDST1730â€18XL MIDÂ STATESÂ BOXÂ MSBCF1730â€18XL 3 246 MIDST1730SLID MIDâ€ST.LIDÂ MSCBC1730SÂ DIÂ SOLID 3 247 248 2"Â BLOWâ€OFFÂ ASSEMBLYÂ SUB: 249 250 251 FIRELINE: 252 253 NOTE:Â FIRELINEÂ QUOTEDÂ ASÂ 6", 254 SIZEÂ TOÂ BEÂ VARIFIED,Â COSTÂ VARIES 255 256 BUILDINGÂ CONNECTIONâ€ 257 EJRWV6MJXFL 6"Â MJXFLÂ EJIWÂ R/WÂ GATEÂ VALVE 1 258 IFFLPACK6S 6"Â FLGÂ PACKÂ W/SEALâ€TITEÂ RING 2 259 VBBASE24 VALVEÂ BOXÂ 24"Â BASEÂ ONLY 1 260 VB94018TOP 940Â 18"Â VLV.BOXÂ TOPÂ ONLYÂ W/Â EARS 1 261 VB940LID 940Â VALVEÂ BOXÂ LIDÂ ONLYÂ ("WATER") 1 262 IFJR6SGKIT 6"Â STARGRIPÂ MEGAâ€LUGÂ KIT 3 263 DDIPCL52618 6"Â XÂ 18'Â CL.52Â D.I.Â PIPEÂ DIRECT 36 264 IFACCLOCKGSK6 6"Â FIELDÂ LOCKÂ GASKET 1 265 IF90L6MJXMJ 6"Â D.I.Â MJXMJÂ 90Â DEGÂ ELLÂ L/ACC 1 266 IFSPL6X6FLXPE 6"X6'0"Â FLXPEÂ D.I.Â CLÂ 53Â SPOOL 1 267 IFBF6FLX2IP 6"Â D.I.Â BLINDÂ FLGÂ W/2"IPÂ TAP 1 268 GFP2T 2"Â GALV.Â THREADEDÂ PLUGÂ (20) 1 PageÂ 6Â ofÂ 8 269 270 FDCâ€ 271 NOTE:Â FDCÂ MATERIALSÂ TOÂ BE 272 VARIFIED. 273 GFP2T 2"Â GALV.Â THREADEDÂ PLUGÂ (20) 1 274 IFBF6FLX2IP 6"Â D.I.Â BLINDÂ FLGÂ W/2"IPÂ TAP 1 275 IFFLPACK6S 6"Â FLGÂ PACKÂ W/SEALâ€TITEÂ RING 2 276 IFSPL6X6FLXPE 6"X6'0"Â FLXPEÂ D.I.Â CLÂ 53Â SPOOL 1 277 IF90L6MJXMJ 6"Â D.I.Â MJXMJÂ 90Â DEGÂ ELLÂ L/ACC 1 278 IFJR6SGKIT 6"Â STARGRIPÂ MEGAâ€LUGÂ KIT 2 279 DDIPCL52618 6"Â XÂ 18'Â CL.52Â D.I.Â PIPEÂ DIRECT 72 280 IFACCLOCKGSK6 6"Â FIELDÂ LOCKÂ GASKET 3 281 IF90L6MJXFL 6"Â D.I.Â MJXFLÂ 90Â DEGÂ ELLÂ L/ACC 1 282 IFGS6X6FLXMIPT 6"X6'0"Â FLXMPTÂ GALVÂ SCH.40Â SPOOL 1 283 GF90L6 6"Â GALV.Â 90Â ELL 1 284 GFB6X4 6Â XÂ 4"Â GALV.Â BUSHING 1 285 STORZ4IPX5 4"Â MIPTÂ XÂ 5"STORZÂ 30Â DEGÂ NZL/CAP 1 286 FC101SAD6X34IP FC101Â 6"Â XÂ 34"Â IPÂ 6.63"X6.90" 1 287 NLBRF90SL34 3/4"Â BRASSÂ STREETÂ 90Â ELLÂ (25) 1 288 FPBD34 3/4"Â BRASSÂ BALLÂ DRIP 1 289 290 FIRELINEÂ SUB: 291 292 293 2"Â DOMESTICÂ SERVICE: 294 295 IFT12X2IP 12"Â D.I.Â MJÂ TEEÂ 2"Â IPÂ TAPÂ L/ACC 1 296 IFJR12SGKIT 12"Â STARGRIPÂ MEGAâ€LUGÂ KIT 2 297 MISC220 2"Â MIPXQJÂ CORPÂ FB1100â€7â€Qâ€NL 1 298 MISC220 2"Â CTSÂ STIFFENERÂ INSERTâ€55â€Q 4 299 PEP2CTS100 2"Â XÂ 100'Â Â Â Â CTSÂ POLYÂ PIPE 100 300 THHNB10 #10Â THHNÂ WIREÂ BLUEÂ (500')Â Â SOLID 500 301 MISC220 2"Â MIPXQJÂ ADPTÂ C84â€77â€Qâ€NL 2 302 PVCCA2T 2"Â PVCÂ CAPÂ THDÂ (10)Â 448â€020 1 303 MISC220 2"Â SETTÂ VBH87â€12Bâ€11â€77â€NL 1 304 NOTE:Â SHIPÂ SETTERÂ W/ALLÂ THREAD 305 RODÂ SPACER. 306 MIDST1730â€18XL MIDÂ STATESÂ BOXÂ MSBCF1730â€18XL 1 307 MISC520 1730Â SOLIDÂ DIÂ LIDÂ W/AMRÂ (4"X4") 1 308 MISC220 2"Â FIPXQJÂ ADPTÂ C14â€77â€Qâ€NL 1 309 PVCP2T 2"Â PVCÂ THDÂ PLUGÂ (10)Â 450â€020 1 310 311 2"Â DOMESTICÂ SERVICEÂ SUB: 312 313 314 1"Â IRRIGATIONÂ SERVICE: 315 PageÂ 7Â ofÂ 8 316 1"Â METERÂ ASSEMBLYâ€ 317 MISC220 2"X1"Â QJXQJÂ TEEÂ T444â€774â€Qâ€NL 1 318 MISC220 2"Â CTSÂ STIFFENERÂ INSERTâ€55â€Q 2 319 MISC220 1"Â CTSÂ STIFFENERÂ INSERTâ€52â€Q 6 320 PEP1CTS100 1"Â XÂ 100'Â Â Â Â Â CTSÂ SIZEÂ POLYÂ PIPE 100 321 MISC220 1"Â MIPXQJÂ ADPTÂ C84â€44â€Qâ€NL 2 322 NLBRF90L1 1"Â BRASSÂ 90Â ELLÂ (20) 1 323 MISC220 1"Â ANGLEÂ MTRÂ VLVÂ BA43â€444Wâ€Qâ€NL 1 324 PVCN114X11 1â€1/4"Â XÂ 11"Â PVCÂ NIPPLE 1 325 MISC220 1"Â ANGLEÂ CHECKÂ VLVÂ HA34â€444â€NLâ€Q 1 326 MISC220 1"Â FIPXQJÂ ADPTÂ C04â€44â€Qâ€NL 1 327 MIDST1324â€12XL MIDâ€STATESÂ BOXÂ MSBCF1324â€12XL 1 328 MIDST1324SLIDT 1324Â SOLIDÂ DIÂ LIDÂ W/AMRÂ (4"X4") 1 329 330 1"Â RPBAâ€ 331 MISC220 1"Â BALLÂ VALVEÂ QJXQJÂ B44â€444â€Qâ€NL 1 332 NDS111C 111CÂ 10"Â GRNÂ RNDÂ LIDÂ MKDÂ ICV 1 333 NOTE:Â VBÂ SUBJECTÂ TOÂ APPROVAL. 334 MISC220 1"Â CTSÂ STIFFENERÂ INSERTâ€52â€Q 3 335 MISC220 1"Â MIPXQJÂ ADPTÂ C84â€44â€Qâ€NL 1 336 NLBRF90L1 1"Â BRASSÂ 90Â ELLÂ (20) 4 337 BRN1X12 1"Â XÂ 12"Â BRASSÂ NIPPLE 2 338 BRN1XCL 1"Â XÂ CLOSEÂ BRASSÂ NIPPLE(25) 2 339 NLBRFU1 1"Â BRASSÂ UNIONÂ (35) 2 340 NLDC950XLT1 NLÂ WILKINSÂ 950XLT2Â 1"Â DBL.CHECK 1 341 PVCP1T 1"Â PVCÂ THDÂ PLUGÂ (50)Â 450â€010 1 342 MIDST1324â€12XL MIDâ€STATESÂ BOXÂ MSBCF1324â€12XL 1 343 MIDST1324SLID MIDâ€STÂ 1324Â SOLIDÂ DIÂ LID 1 344 345 1"Â IRRIGATIONÂ SERVICEÂ SUB: 346 347 348 ***Â WATERÂ SUBTOTAL:Â *** PleaseÂ referÂ toÂ theÂ attachedÂ quoteÂ disclamerÂ forÂ quoteÂ termsÂ andÂ conditions. PageÂ 8Â ofÂ 8 BIORETENTION SWALE Product Data GEOTEXÂ® 451 GEOTEXÂ® 451 is a polypropylene, staple fiber, needle-punched nonwoven geotextile produced by Propex, and will meet the following Minimum Average Roll Values (MARV) when tested in accordance with the methods listed below. The fibers are needled to form a stable network that retains dimensional stability relative to each other. The geotextile is resistant to ultraviolet degradation and to biological and chemical environments normally found in soils. GEOTEXÂ® 451 conforms to the property values listed belowÂ¹. Propex performs internal Manufacturing Quality Control (MQC) tests that have been accredited by the Geosynthetic Accreditation Institute â€“ Laboratory Accreditation Program (GAI-LAP). This product is NTPEP approved for AASHTO standards. MARV2 PROPERTY TEST METHOD ENGLISH METRIC ORIGIN OF MATERIALS % U.S. Manufactured 100% 100% PHYSICAL Mass/Unit Area ASTM D-5261 4.0 oz/ydÂ² 136 g/mÂ² MECHANICAL Grab Tensile Strength ASTM D-4632 100 lbs 445 N Grab Elongation ASTM D-4632 50% 50% CBR Puncture ASTM D-6241 300 lbs 1334 N Trapezoidal Tear ASTM D-4533 50 lbs 222 N ENDURANCE UV Resistance at 500 hrs ASTM D-4355 70% 70% HYDRAULIC Apparent Opening Size (AOS)3 ASTM D-4751 70 US Std. Sieve 0.212 mm Permittivity ASTM D-4491 2.0 secâ»Â¹ 2.0 secâ»Â¹ Water Flow Rate ASTM D-4491 140 gpm/ftÂ² 5704 l/min/mÂ² 12.5 ft x 360 ft 3.81 m x 109.8 m ROLL SIZES 15 ft x 360 ft 4.57 m x 109.8 m NOTES: 1. The property values listed above are effective 07/13/2015 and are subject to change without notice. 2. Values shown are in weaker principal direction. Minimum average roll values (MARV) are calculated as the typical minus two standard deviations. Statistically, it yields a 97.7% degree of confidence that any samples taken from quality assurance testing will exceed the value reported. 3. Maximum average roll value. TESTED. PROVEN. TRUSTED www.propexglobal.com Propex Operating Company, LLC âˆ™ 1110 Market Street, Suite 300 âˆ™ Chattanooga, TN 37402 ph 800 621 1273 âˆ™ ph 423 855 1466 ARMORMAXÂ®, PYRAMATÂ®, LANDLOKÂ®, X3Â®, GEOTEXÂ®, PETROMATÂ®, PETROTACÂ®, REFLECTEXÂ®, and GRIDPROÂ® are registered trademarks of Propex Operating Company, LLC. Thispublicationshouldnotbeconstruedasengineeringadvice.Whileinformationcontainedinthispublicationisaccuratetothebestofourknowledge,Propexdoesnotwarrantitsaccuracyorcompleteness.Theultimatecustomeranduserofthe productsshouldassumesoleresponsibilityforthefinaldeterminationofthesuitabilityoftheinformationandtheproductsforthecontemplatedandactualuse.TheonlywarrantymadebyPropexforitsproductsissetforthinourproductdatasheets fortheproduct,orsuchotherwrittenwarrantyasmaybeagreedbyPropexandindividualcustomers.Propexspecificallydisclaimsallotherwarranties,expressorimplied, includingwithout limitation,warrantiesofmerchantability orfitnessfora particular purpose, or arising from provision of samples, a course of dealing or usage of trade. Â© 2015 Propex Operating Company, LLC INFILTRATION TRENCHES Product Data GEOTEXÂ® 451 GEOTEXÂ® 451 is a polypropylene, staple fiber, needle-punched nonwoven geotextile produced by Propex, and will meet the following Minimum Average Roll Values (MARV) when tested in accordance with the methods listed below. The fibers are needled to form a stable network that retains dimensional stability relative to each other. The geotextile is resistant to ultraviolet degradation and to biological and chemical environments normally found in soils. GEOTEXÂ® 451 conforms to the property values listed belowÂ¹. Propex performs internal Manufacturing Quality Control (MQC) tests that have been accredited by the Geosynthetic Accreditation Institute â€“ Laboratory Accreditation Program (GAI-LAP). This product is NTPEP approved for AASHTO standards. MARV2 PROPERTY TEST METHOD ENGLISH METRIC ORIGIN OF MATERIALS % U.S. Manufactured 100% 100% PHYSICAL Mass/Unit Area ASTM D-5261 4.0 oz/ydÂ² 136 g/mÂ² MECHANICAL Grab Tensile Strength ASTM D-4632 100 lbs 445 N Grab Elongation ASTM D-4632 50% 50% CBR Puncture ASTM D-6241 300 lbs 1334 N Trapezoidal Tear ASTM D-4533 50 lbs 222 N ENDURANCE UV Resistance at 500 hrs ASTM D-4355 70% 70% HYDRAULIC Apparent Opening Size (AOS)3 ASTM D-4751 70 US Std. Sieve 0.212 mm Permittivity ASTM D-4491 2.0 secâ»Â¹ 2.0 secâ»Â¹ Water Flow Rate ASTM D-4491 140 gpm/ftÂ² 5704 l/min/mÂ² 12.5 ft x 360 ft 3.81 m x 109.8 m ROLL SIZES 15 ft x 360 ft 4.57 m x 109.8 m NOTES: 1. The property values listed above are effective 07/13/2015 and are subject to change without notice. 2. Values shown are in weaker principal direction. Minimum average roll values (MARV) are calculated as the typical minus two standard deviations. Statistically, it yields a 97.7% degree of confidence that any samples taken from quality assurance testing will exceed the value reported. 3. Maximum average roll value. TESTED. PROVEN. TRUSTED www.propexglobal.com Propex Operating Company, LLC âˆ™ 1110 Market Street, Suite 300 âˆ™ Chattanooga, TN 37402 ph 800 621 1273 âˆ™ ph 423 855 1466 ARMORMAXÂ®, PYRAMATÂ®, LANDLOKÂ®, X3Â®, GEOTEXÂ®, PETROMATÂ®, PETROTACÂ®, REFLECTEXÂ®, and GRIDPROÂ® are registered trademarks of Propex Operating Company, LLC. Thispublicationshouldnotbeconstruedasengineeringadvice.Whileinformationcontainedinthispublicationisaccuratetothebestofourknowledge,Propexdoesnotwarrantitsaccuracyorcompleteness.Theultimatecustomeranduserofthe productsshouldassumesoleresponsibilityforthefinaldeterminationofthesuitabilityoftheinformationandtheproductsforthecontemplatedandactualuse.TheonlywarrantymadebyPropexforitsproductsissetforthinourproductdatasheets fortheproduct,orsuchotherwrittenwarrantyasmaybeagreedbyPropexandindividualcustomers.Propexspecificallydisclaimsallotherwarranties,expressorimplied, includingwithout limitation,warrantiesofmerchantability orfitnessfora particular purpose, or arising from provision of samples, a course of dealing or usage of trade. Â© 2015 Propex Operating Company, LLC Â® SDR 35 PVC Sewer Pipe Solvent Weld Sewer Pipe (Perforated or Solid) Conforms to ASTM D 3034 & ASTM D 1784, cell class 12454 or 12364 Solid-wall pipe conforms to ASTM D 3034, â€œStandard Specification for PVC Sewer Pipe and Fittingsâ€. Perforated SDR 35 sewer pipe meets the requirements of ASTM D 3034 prior to perforation. Proper hole positioning is assured by centering pipe printline at top. Product manufactured with one integral solvent-weld bell standard per length. Plain end may be available. All pipe is produced in 20-foot lengths. 10-foot lengths may be available. Minimum Approximate Standard Part Number Dimensions (inches) Wall Weight Crate Solid Perforated Size Length OD (Avg) ID (Approx) (inches) per 100â€™ Quantity 3040010 3040010F 4â€ 10â€™ 4.215 3.95 0.120 100 630 3040020 3040020F 4â€ 20â€™ 4.215 3.95 0.120 100 1,260 3060010 3060010F 6â€ 10â€™ 6.275 5.88 0.180 222 260 3060020 3060020F 6â€ 20â€™ 6.275 5.88 0.180 222 520 LOCATION OF PRINT LINE AND PERFORATIONS PRINT LINE 120Â° HOLE 120Â° Perforation Specifications: Two rows of Â½â€ diameter holes with hole spacing of 5â€ center-to-center. Rows are 120Â° apart. 2220 Nugget Way - Eugene, OR 97403 - Phone (877) 811-7473 - Fax (541) 746-6111 I-805 (06/12) SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated Fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, â€œPVCâ€, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturerâ€™s date and shIft code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 Â½% of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12â€ (305mm) over the fittings and between the trench walls shall be applied in accordance with the engineersâ€™ specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of not less than Â¼â€ per foot (20.8mm/meter) for 4â€ (100mm) nominal pipe and 1/8â€ (10.4mm/meter) per foot for 6â€ (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a â€œFrench Drainâ€. Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4â€ (100mm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturerâ€™s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ â€“ 5â€ 150 Ft-Lbs 6â€ â€“ 8â€ 210 Ft-Lbs 10â€ â€“ 36â€ 220 Ft-Lbs (100mm â€“ 125mm 203 J) (150mm â€“ 200mm 284 J) (250mm â€“ 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ 50 Ft-Lbs 6â€ â€“ 8â€ 75 Ft-Lbs 10â€ â€“ 12â€ 90 Ft-Lbs (100mm 68 J) (150mm â€“ 200mm 102 J) (250mm â€“ 300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 Twist-Tite Mechanical Plugs The Twist Mechanical Test Plug is designed for use in standard sized DWV piping for the purpose of blocking or testing of the system. An over-sized wing nut with a wrench pad makes installation easy. Manufactured of high impact ABS, with a steel plated screw, and a zinc nut, this product is rust and corrosion resistant. The sealing gasket is neoprene. End of Pipe Inside Pipe Maximum Back Pipe Use Range End of Pipe Pressure Minimum Maximum Nominal Bypass Water Shipping Product Pipe Pipe Air Units/ Size Size Head Model # Weight Code Diameter Diameter (psig) Case (inches) (inches) (feet) (pounds) (inches) (inches) 1 1/2 83591 1.48 1.65 None 40 5 MWN 1 10 2 2 83592 1.90 2.17 None 40 5 MWN 2 10 2 3 83593 2.80 3.10 None 40 5 MWN 3 10 4 4 83594 3.78 4.06 None 40 5 MWN 4 10 6 6 83596 5.77 6.08 None 30 5 MWN 6 5 8 8 83598 7.76 8.03 None 30 5 MWN 8 5 12 Inside Pipe 4 83595 3.78 4.06 None 40 5 MWN 9 10 6 6 83597 5.77 6.08 None 30 5 MWN 10 5 8 8 83599 7.76 8.03 None 30 5 MWN 11 5 12 IPS CORPORATION Specifications subject to change without notice. NOTES: OLYMPIC FOUNDRY INC. 8" X 4" LOCKING CLEAN-OUT RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. M1007 D/T APPROX WT: Ring - 42 Lbs, Cover 14 - Lbs REV: A DATE: 7/9/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 7/9/2003 TOLERANCE REV: DATE: XX +- .1 BY: DATE: XXX +- .06 CHKD: CL DATE: 7/9/2003 DWG #: M1007 DT SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG Heritage Plasticsâ„¢ PVC Gasketed Sewer Pipe â€¢ ASTM D 3034 SDR 35 â€¢ Gasketed bells â€¢ 14 and 20-foot lay lengths â€¢ OD bevel on spigot â€¢ Green in color Average Approximate Weight Standard Crate Trade Part Length O.D. per 100â€™ Quantity Size Number (feet) (inches) (lbs) (feet) 3040014G 14 1,176 4 4.215 107 3040020G 20 1,680 3060014G 14 490 6 6.275 244 3060020G 20 700 3080014G 14 280 8 8.400 445 3080020G 20 400 10 30100014G 14 10.500 699 154 12 30120014G 14 12.500 1,003 154 15 30150014G 14 15.300 1,491 112 NOTE: Special orders are non-cancelable, non-returnable and non-refundable. heritageplastics.com 14 #! #! ! !" GRATES: STANDARD, DECORATIVE & METAL Round Grates Pkg. Wt. Ea. Product 7 3â„ Part No. Description Color Qty. lbs. Class Specifications 4" 10 8" Round Grate Black 10 0.60 10ND 8" Round Structural Foam Polyolefin Grate with UV 20 8" Round Grate Green 10 0.60 10ND inhibitor. Open surface 2 1â„2" 30 8" Round Grate Gray 10 0.60 10ND area 11.50 square inches. 35.18 GPM. NDS#10Â AI.eps 30S 8" Round Grate Sand 10 0.60 10ND DRAINAGE 5 3â„ 4" Â® 5â„ Fits Spee-D Basin, 6" Sewer and Drain Pipe & Fittings and 6" Corrugated Pipe. 16" Grate Opening (see page 74). ADA Compliant. Pkg. Wt. Ea. Product 9 3â„ Part No. Description Color Qty. lbs. Class Specifications 4" 1040 10" Round Grate Black 10 1.01 10ND 10" Round Structural Foam Polyolefin Grate with 1050 10" Round Grate Green 10 1.01 10ND UV inhibitor. Open surface 2 3â„ 1060 10" Round Grate Gray 10 1.01 10ND area 21.57 square inches. 4" 65.99 GPM. 1060S 10" Round Grate Sand 10 1.01 10ND NDS#1040Â AI.eps 7 3â„ 4" Fits 8" Sewer and Drain Pipe & Fittings, 8" Corrugated Pipe. 5â„ 16" Grate Opening (see page 74). ADA Compliant. Pkg. Wt. Ea. Product 14 3â„ 16" Part No. Description Color Qty. lbs. Class Specifications 1240 12" Round Grate Black 6 2.44 10ND 12" Round Structural 1â„ 2" 1250 12" Round Grate Green 6 2.44 10ND Foam Polyolefin Grate with 3 5â„ 8" UV inhibitor. Open surface 1260 12" Round Grate Gray 6 2.44 10ND area 46.00 square inches. NDS#1240Â AI.eps 11 5â„ 140.72 GPM. 8" Fits 12" Sewer and Drain Pipe, 12" Corrugated Pipe. 11 3â„ 4" 9â„16" Grate Opening (see page 74). 17" Pkg. Wt. Ea. Product Part No. Description Color Qty. lbs. Class Specifications 1 1511 15" Round Grate Black 6 6.89 10ND 15" Round Structural â„2" Foam Polyolefin Grate with 4 1â„ 2" 1512 15" Round Grate Green 6 6.89 10ND UV inhibitor. Open surface Fits 15" Sewer and Drain Fittings, 15" Corrugated Pipe. area 85.60 square inches. 14 7â„ 8" 261.86 GPM. NDS#Â 1513 (see page 74). 11â„ 4" Grate Opening 21" Pkg. Wt. Ea. Product Part No. Description Color Qty. lbs. Class Specifications 3â„ 1801SDG 18" Round Grate Green 1 7.50 28ND Round Polypropylene 8" 2 1â„ Grate. Open surface area 2" Fits 18" Sewer and Drain Fittings, 18" Corrugated Pipe, includes Lag Bolts. 75.55 square inches. 231.12 GPM. Includes (see page 74). 18" lag bolts. for videos, specs, detail drawings and case studies, visit ndspro.com 35 SSttyyllee 44554455 Propex 4545 is a polypropylene nonwoven needlepunched fabric. This engineered geotextile is stabilized to resist degradation due to ultraviolet exposure. It is resistant to commonly encountered soil chemicals, mildew and insects, and is non-biodegradable. Polypropylene is stable within a pH range of 2 to 13, making it one of the most stable polymers available for geotextiles today. We wish to advise that Propex 4545 meets the following minimum average roll values: Property Test Method Minimum Average Minimum Average Roll Value Roll Value (English) (Metric) Grab Tensile ASTM-D-4632 90 lbs 0.400 kN Grab Elongation ASTM-D-4632 50 % 50 % Mullen Burst ASTM-D-3786 185 psi 1275 kPa Puncture ASTM-D-4833 55 lbs 0.240 kN Trapezoidal Tear ASTM-D-4533 40 lbs 0.175 kN UV Resistance ASTM-D-4355 70 % at 500 hrs 70 % at 500 hrs AOS(1) ASTM-D-4751 70 sieve 0.212 mm Permittivity ASTM-D-4491 1.8 sec-1 1.8 sec-1 Flow Rate ASTM-D-4491 130 gal/min/ft2 5290 L/min/m2 (1). max. average roll value Propex Fabrics Inc. manufacturers the nonwoven fabric indicated above. The values listed are a result of testing conducted in on-site laboratories. DATE ISSUED: 03/04/05 Propex Fabrics Inc. 260 The Bluffs Austell, GA 30168 PH: 770-944-4569 PH: 800.445.7732 FX: 770.944.4584 (Quotes) FX: 770.944.4678 (Technical) www.geotextile.com Exclusion of Liability This publication should not be construed as engineering advice. While information contained in this publication is accurate to the best of our knowledge, Propex Fabrics Inc. does not warrant its accuracy or completeness. The only warranty made by Propex Fabrics for its products is set forth in our Certificate of Compliance that accompanies our shipment of the product, or such other written warranty as may be agreed by Propex Fabrics and individual customers. Propex Fabrics specifically disclaims all other warranties, express or implied, including without limitation, warranties of merchantability or fitness for a particular purpose, or arising from provision of samples, a course of dealing or usage of trade. DOWNSPOUT CONNECTION Â® SDR 35 PVC Sewer Pipe Solvent Weld Sewer Pipe (Perforated or Solid) Conforms to ASTM D 3034 & ASTM D 1784, cell class 12454 or 12364 Solid-wall pipe conforms to ASTM D 3034, â€œStandard Specification for PVC Sewer Pipe and Fittingsâ€. Perforated SDR 35 sewer pipe meets the requirements of ASTM D 3034 prior to perforation. Proper hole positioning is assured by centering pipe printline at top. Product manufactured with one integral solvent-weld bell standard per length. Plain end may be available. All pipe is produced in 20-foot lengths. 10-foot lengths may be available. Minimum Approximate Standard Part Number Dimensions (inches) Wall Weight Crate Solid Perforated Size Length OD (Avg) ID (Approx) (inches) per 100â€™ Quantity 3040010 3040010F 4â€ 10â€™ 4.215 3.95 0.120 100 630 3040020 3040020F 4â€ 20â€™ 4.215 3.95 0.120 100 1,260 3060010 3060010F 6â€ 10â€™ 6.275 5.88 0.180 222 260 3060020 3060020F 6â€ 20â€™ 6.275 5.88 0.180 222 520 LOCATION OF PRINT LINE AND PERFORATIONS PRINT LINE 120Â° HOLE 120Â° Perforation Specifications: Two rows of Â½â€ diameter holes with hole spacing of 5â€ center-to-center. Rows are 120Â° apart. 2220 Nugget Way - Eugene, OR 97403 - Phone (877) 811-7473 - Fax (541) 746-6111 I-805 (06/12) TYPE THHN/MTW/THWN-2/T90 COPPER CONDUCTOR sUPERsliCk EliTEÂ® EnginEEring SpEcificationS: Stranded E-156879 Standards: Copper Conductor Underwriters Laboratories Standards UL-83, UL-1063, UL-758 AWM Spec 1316, 1317, 1318, 1319, 1320, 1321 ASTM Stranding Class B3, B8, B787 Federal Specification A-A-59544 Â® Canadian Standards Association C22.2 No. 75 NEMA WC70/ICEA S-95-658 UL 1685-FT4/IEEE 1202 (70,000 Btu/hr) Flame Test (1/0 AWG and larger) ICEA T-29-520 (210,000 Btu/hr) Flame Test ARRA 2009; Section 1605 "Buy American" Compliant Â® conStruction: Nylon conductors: Jacket Solid, uncoated copper conductors per ASTM-B3 Stranded, uncoated copper conductors per ASTM-B3, ASTM-B787 and ASTM-B8 insulation: Color-coded Polyvinyl Chloride (PVC), heat and moisture-resistant, flame-retardant compound per UL-1063 and UL-83 applications: Type THHN/THWN-2 building wire is intended for general purpose applications as defined by the National Electrical Code (NEC). Type THHN/THWN-2 is permitted for new construction or rewiring for 600-volt applications. For applications requiring Type THHN or THWN-2, the conductor is appropriate for use in wet or dry locations at temperatures not to exceed 90ËšC or not to exceed 75Â°C in oil or coolants. For applications requiring Type MTW, the conductor is appropriate for use in dry locations at 90Â°C, or not to exceed 60Â°C in wet locations or where exposed to oils or coolants. features: A great alternative to eliminate the need for lube. Slick Nylon outer jacket for easy pulling. SuperSlick EliteÂ® is available in all sizes 14 AWG to 1000 KCMIL. All sizes rated gasoline and oil resistant II. On 250 KCMIL and larger, sequential footage markings located every foot for easy measuring. For 1 AWG through 4/0 AWG sequential foot markings located on master reels only unless otherwise specified. 6 AWG and larger Sunlight Resistant in all colors. 1/0 AWG and larger are rated for cable tray use and comply with IEEE 1202/FT4 (70,000 Btu/hr.) flame test and ICEA T-29-20 (210,000 Btu/hr.) flame test. Jacket: A tough, polyamide, Nylon outer covering per UL-1063 and UL-83. type tHHn/MtW/tHWn-2/t90 copper conductor SuperSlick EliteÂ® 600V PVC Insulation Thickness Nylon Jacket Approximate Allowable Ampacity Size Cross Sect. Diameter of (Conductor) Thickness Outside Diameter Net Weight (Amps)* (AWG or Number of Area Bare Copper Standard Packaging KCMIL) Strands (mmÂ²) (in) (mm) (in) (mm) (in) (mm) (in) kg/km lbs/1000ft 60Â°C 75Â°C 90Â°C (ft) 14 19 2.08 0.0710 0.380 0.015 0.100 0.004 2.77 0.109 25 16 15 15 15 2000â€™ carton (4 x 500â€™), 2500â€™ reels 12 19 3.31 0.0880 0.380 0.015 0.100 0.004 3.23 0.127 36 23 20 20 20 2000â€™ carton (4 x 500â€™), 2500â€™ reels 10 19 5.26 0.1110 0.510 0.015 0.100 0.004 4.07 0.160 57 38 30 30 30 1000â€™ carton, 2500â€™ reels 8 19 8.37 0.1460 0.760 0.030 0.130 0.005 5.39 0.212 97 62 40 50 55 500â€™ 1000â€™ 2500â€™ 5000â€™ reels 6 19 13.30 0.1840 0.760 0.030 0.130 0.005 6.30 0.248 141 94 55 65 75 500' 1000' 2500' 5000' reels 4 19 21.20 0.2320 1.020 0.040 0.150 0.006 8.06 0.317 228 153 70 85 95 500' 1000' 2500' 5000' 20,000â€™ reels 3 19 26.70 0.2600 1.020 0.040 0.150 0.006 8.74 0.344 281 189 85 100 110 500' 1000' 2500' 5000' 15,000' reels 2 19 33.60 0.2920 1.020 0.040 0.150 0.006 9.53 0.375 348 233 95 115 130 500' 1000' 2500' 5000' 14,000' reels 1 19 42.40 0.3280 1.270 0.050 0.180 0.007 11.05 0.435 445 298 110 130 150 500' 1000' 2500' 5000' 22,000' reels 1/0 19 53.50 0.3600 1.270 0.050 0.180 0.007 12.04 0.474 554 372 125 150 170 500' 1000' 2500' 5000' 16,000' reels 2/0 19 67.40 0.4040 1.270 0.050 0.180 0.007 13.16 0.518 687 462 145 175 195 500' 1000' 2500' 5000' 14,000' reels 3/0 19 85.00 0.4540 1.270 0.050 0.180 0.007 14.43 0.568 851 572 165 200 225 500' 1000' 2500' 5000' 12,000' reels 4/0 19 107.00 0.5100 1.270 0.050 0.180 0.007 15.85 0.624 1059 712 195 230 260 500' 1000' 2500' 5000' 9000' reels 250 37 127.00 0.5420 1.524 0.060 0.203 0.008 17.23 0.678 1266 849 215 255 290 500' 1000' 2500' 4000' 8500' reels 300 37 152.00 0.5940 1.524 0.060 0.203 0.008 18.54 0.730 1503 1010 240 285 320 500' 1000' 3500' 7000' reels 350 37 177.00 0.6410 1.524 0.060 0.203 0.008 19.74 0.777 1741 1170 260 310 350 500' 1000' 3000' 6000' reels 400 37 203.00 0.6850 1.524 0.060 0.203 0.008 20.85 0.821 1979 1330 280 335 380 500' 1000' 3000' 5000' reels 500 37 253.00 0.7660 1.524 0.060 0.203 0.008 22.91 0.902 2455 1650 320 380 430 500' 1000' 2500' 4000' reels 600 61 304.00 0.8930 1.778 0.070 0.229 0.009 26.70 1.051 3004 2019 355 420 475 500' 1000' 2000' 3000' reels 750 61 380.00 0.9980 1.778 0.070 0.229 0.009 29.36 1.156 3670 2466 400 475 535 500' 1000' 1500' 2500â€™ reels 1000 61 507.00 1.1520 1.778 0.070 0.229 0.009 33.27 1.310 4851 3260 455 545 615 500' 1000' reels *allowable ampacity shown above is per the national Electrical code. the above data is approximate and subject to normal manufacturing tolerances. Print Legend: Stranded conductorS-Size 8 awg: EncorE WirE corporation (size) typE mtW or thhn or thWn-2 gr ii vW-1 600 voLtS (uL) or aWm or c(uL) typE t90 nyLon or tWn 75 ft1 datE/timE/opEr/qc Stranded conductorS-SizeS 6 awg through 1 awg: EncorE WirE corporation (size) typE mtW or thhn or thWn-2 gr ii Sun rES vW-1 600 voLtS (uL) or aWm or c(uL) typE t90 nyLon or tWn 75 ft1 datE/timE/opEr/qc conductor SizeS 1/0 awg through 1000 kcmiL: EncorE WirE corporation (size) typE mtW or thhn or thWn-2 gr ii Sun-rES for ct uSE (uL) or c(uL) typE t90 nyLon or tWn 75 ft1 datE/timE/ opEr/qc 800.962.9473 www.encorewire.com 1 SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated Fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, â€œPVCâ€, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturerâ€™s date and shIft code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 Â½% of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12â€ (305mm) over the fittings and between the trench walls shall be applied in accordance with the engineersâ€™ specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of not less than Â¼â€ per foot (20.8mm/meter) for 4â€ (100mm) nominal pipe and 1/8â€ (10.4mm/meter) per foot for 6â€ (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a â€œFrench Drainâ€. Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4â€ (100mm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturerâ€™s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ â€“ 5â€ 150 Ft-Lbs 6â€ â€“ 8â€ 210 Ft-Lbs 10â€ â€“ 36â€ 220 Ft-Lbs (100mm â€“ 125mm 203 J) (150mm â€“ 200mm 284 J) (250mm â€“ 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ 50 Ft-Lbs 6â€ â€“ 8â€ 75 Ft-Lbs 10â€ â€“ 12â€ 90 Ft-Lbs (100mm 68 J) (150mm â€“ 200mm 102 J) (250mm â€“ 300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 SANITARY SEWER SUBMITTAL INFORMATION Sewer Saddles - (FSS-xxxx-x style) FSS SEWER SADDLE FOR SEWER PIPE Hose Clamp Sewer Saddle Gasket Nuts and Sewer Saddle Washers Gland Sewer Saddle Band 3.00 NOMINAL BRANCH âœ“ SUBMITTED RANGE BRANCH PIPE RANGE APPROX. WT. LBS.CATALOG NUMBER SIZE ITEM(S) 6.27â€ â€“ 14.40â€ 10.3 FSS-1440-4 14.40â€ â€“ 25.80â€ 11.5 FSS-2580-4 4â€ 4.20â€ â€“ 4.80â€ 25.80â€ â€“ 50.80â€ 13.1 FSS-5080-4 8.00â€ â€“ 14.40â€ 12.1 FSS-1440-6 14.40â€ â€“ 25.80â€ 13.2 FSS-2580-6 6â€ 6.27â€ â€“ 6.66â€ 25.80â€ â€“ 50.80â€ 15.3 FSS-5080-6 FEATURES â€¢ Gland made of high strength ductile iron per ASTM A536 with black e-coat epoxy â€¢ Wide bands and 1/2" UNC threaded bolts of 18-8 type 304 stainless steel per ASTM A240 â€¢ Gasket is Buna-N (NBR) rubber, ASTM D2000 â€¢ Hose clamp is stainless steel with zinc-plated screw â€¢ Nuts and washers are type 304 stainless steel 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. 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 07/09/15 Heritage Plasticsâ„¢ PVC Gasketed Sewer Pipe â€¢ ASTM D 3034 SDR 35 â€¢ Gasketed bells â€¢ 14 and 20-foot lay lengths â€¢ OD bevel on spigot â€¢ Green in color Average Approximate Weight Standard Crate Trade Part Length O.D. per 100â€™ Quantity Size Number (feet) (inches) (lbs) (feet) 3040014G 14 1,176 4 4.215 107 3040020G 20 1,680 3060014G 14 490 6 6.275 244 3060020G 20 700 3080014G 14 280 8 8.400 445 3080020G 20 400 10 30100014G 14 10.500 699 154 12 30120014G 14 12.500 1,003 154 15 30150014G 14 15.300 1,491 112 NOTE: Special orders are non-cancelable, non-returnable and non-refundable. heritageplastics.com 14 PRODUCT SPECIFICATIONS DETECTABLE MARKING TAPE PRODUCT TYPE: Detectable Marking Tape DESCRIPTION: Christyâ€™sâ„¢ Detectable Marking Tape provides for easy buried pipeline detection and below ground identification and warning. The tape can be located below ground with a non- ferrous metal detector, when buried at the proper depths. We recommend bury depths of: TAPE WIDTH 2â€ 3â€ 6â€ 12â€ or wider TAPE BURY DEPTH 6â€ - 18â€ 6â€ - 28â€ 6â€ - 36â€ 6â€ - 36â€ SPECIFICATIONS & INDUSTRY LISTINGS: Christyâ€™sâ„¢ Detectable Tape Must Be Buried Flat For Maximum Detectability and Line Protection. Christyâ€™sâ„¢ DETECTABLE marking tape shall consist of a minimum 5.0 mil (0.0050â€) overall thickness; five-ply composition; ultra-high molecular weight; 100% virgin polyethylene; acid, alkaline and corrosion resistant. Elongation properties shall be in accordance with ASTM D882-80A and shall be: 80% MD and 135%TD. The tape shall have a minimum 20 gauge (0.0020â€) solid aluminum foil core, adhered to a 2.55 mil (0.00255â€) polyethylene backing. Tape color and legend combination shall be in accordance with A.P.W.A. or local requirements. The color shall be ___________. The legend shall read____________ _____. The tape printing shall be buried beneath the top protective layer. The tape tensile strength shall be in accordance with ASTM D882-80A and be not less than 7,800 PSI. The tape shall remain flexible as measured by ASTM D671-76 pliable hand value. Tape width shall be _______. (For best results we recommend a tape width at least 3/4 of the diameter of the pipeline being protected. A 4â€ diameter line would use 3â€ or wider tape for optimum protection). Standard widths are 2â€,3â€,6â€,12â€ and 24â€. The tape shall be manufactured by T. Christy Enterprises, Inc. (800-258-4583).The model number shall be _________________ (TA-DT-XX-XXX). (See model number designations on the following page). Â©T. Christy Enterprises October 2003 T. Christy Enterprises, Inc., 655 E. Ball Road, Anaheim, CA 92805-5910 â€¢ 800-BLU-GLUE â€¢ (714) 507-3300 â€¢ FAX (714) 507-3310 Special and Custom Legends: Christyâ€™sâ„¢ also offers a full range of non-standard legend/color combinations in addition to the combinations listed below, including specialty applications such as Telemetry, Irrigation and additional water line wording. All standard combinations listed are available in at least one color/width combination. We also offer specific agency legends, designations or color combinations. Custom legends can also include the use of specific wording, insignias and phone numbers. Call our product specialists with your unique requirements. Standard Color/Legend Combinations Color Legend Suffix Blue Caution Irrigation Line Buried Below BI Blue Caution Non-Potable Water Line Buried Below BNP Blue Caution Potable Water Line Buried Below BPW Blue Caution Water Line Buried Below BW Brown Caution Force Main Buried Below BFM Brown Caution Sludge Line Buried Below BSL Green Caution Force Main Buried Below GFM Green Caution Irrigation Line Buried Below GI Green Caution Non-Potable Line Buried Below GNP Green Caution Potable Line Buried Below GPW Green Caution Raw Water Line Buried Below GRAW Green Caution Sewer Line Buried Below GS Green Caution Storm Drain Buried Below GSTDR Orange Caution Fiber Optic Line Buried Below OFO Orange Caution Telephone Line Buried Below OT Purple Caution Recycled/Reclaimed Water Line Buried Below PRW Purple Caution Bilingual Reclaimed Water Line Buried Below PBI Red Caution Electric Line Buried Below RE Red Caution Fire Line Buried Below RF Red Danger Do Not Enter (above or below ground) DNG Yellow Caution Caution Caution(above or below ground) CTN Yellow Caution Gas Line Buried Below YG NOTE: Not All Widths Are Available As Standard For The Above Stock Color/Legend Combinations In De- tectable tape. Consult T. Christy for Stock Availability Of Specific Products. Non-Stock Combinations Will Be Considered Special Orders And Subject To Minimum Requirements. Model Number Designations EX: TA-DT-2-PRW (2â€ Detectable Purple Reclaimed Water) TA-DT-XX-XXX Legends BI-Bilingual Reclaimed CTN - Caution DNG - Danger Width of Tape Color E-Electric (2â€,3â€,6â€,12â€, B-Blue F-Fire 24â€ or Custom) R-Red FM-Force Main G-Green FO-Fiber Optic BR-Brown G-Gas P-Purple I-Irrigation Y-Yellow NPW-Non-Potable Water PW-Potable Water W-White RAW-Raw Water O-Orange RW-Reclaimed Water S-Sewer SL-Sludge STDR-Storm Drain T-Telephone TT-Telemetry W-Water 450 Gallon 6 x 4 Oil Water Separator Capacity LID BASE INTERIOR DIMENSIONS: 3â€™âˆ’4"W x 5â€™âˆ’4"L x 5â€™âˆ’1"H WEIGHTS: LID (2,000 lbs) BASE (6,720 lbs) NOTE: Side panel has been shifted to show internal view and is not removable. Â© 2013 Granite Precasting & Concrete, Inc. TM 4116 BAKERVIEW SPUR, BELLINGHAM, WA 98226 - (360) 671-2251 - 1-800-808-2251 - FAX: (360) 671-0780 450 Gallon 6 x 4 Oil Water Separator Capacity 4â€™ x 6â€™ Lid w/ 3â€™ x 3â€™ Hatch 6'-8" (Lid) and 12" x12" Galvanized 6' Inspection Covers 5'-4" Lifting Insert (4) Places Typ. LID OPTION 2' A A 3'-4" 4' Mastic Joint Sealant 2' Contractor to Apply, Typ. 1'-8" 1'-8" ï®2' Access Ring & Covers (2) Plcs. Typ. JOINT DETAIL D PLAN SCALE 1 / 16 Lifting Insert (4) Places Typ. Outlet Inlet ï®1'-4" Knockout B (1) Each End 7" 8" 7" D 1'-8" 1'-6 1/2" Water Level 6'-1" 5'-1" 5'-2" Baffle 4'-2" 3'-6" 3'-7 1/2" 3'-5" 3'-6" 1' 1'-1" 9" 9" 1' 3'-4" 1' B 4" SECTION A-A VIEW B-B Â© 2013 Granite Precasting & Concrete, Inc. SPECIFICATIONS 5. Backfill with granular free draining material (sand or pea 1. Concrete: Fc=5,000 psi @ 28 days gravel) free of stones or cobbles greater than 4" dia. 2. Rebar: ASTM A-615 Grade 60 6. All pipe to be supplied and installed by contractor. 3. Design: ASTM C-857 "Minimum Structural Design Loading 7. Contractor to field install baffle. for Underground Precast Concrete Utility Structures" 8. Fill with clean water prior to start up. 4. Loads: AASHTO HS-20 9. Items shown are subject to change without notice. #! #! ! !" SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated Fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, â€œPVCâ€, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturerâ€™s date and shIft code. 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 Â½% of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12â€ (305mm) over the fittings and between the trench walls shall be applied in accordance with the engineersâ€™ specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope of not less than Â¼â€ per foot (20.8mm/meter) for 4â€ (100mm) nominal pipe and 1/8â€ (10.4mm/meter) per foot for 6â€ (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a â€œFrench Drainâ€. Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4â€ (100mm) layers and continued in this manner all the way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturerâ€™s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 811 1 GPK FITTING SUBMITTAL SHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4â€ (100mm) through 12â€ (300mm) diameter. Fabricated fittings are produced in sizes 4â€ (100mm) through 36â€ (973mm) diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ â€“ 5â€ 150 Ft-Lbs 6â€ â€“ 8â€ 210 Ft-Lbs 10â€ â€“ 36â€ 220 Ft-Lbs (100mm â€“ 125mm 203 J) (150mm â€“ 200mm 284 J) (250mm â€“ 973mm 299 J) Impact Resistance: Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4â€ 50 Ft-Lbs 6â€ â€“ 8â€ 75 Ft-Lbs 10â€ â€“ 12â€ 90 Ft-Lbs (100mm 68 J) (150mm â€“ 200mm 102 J) (250mm â€“ 300mm 122 J) Pipe Stiffness: Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. 2 811 Twist-Tite Mechanical Plugs The Twist Mechanical Test Plug is designed for use in standard sized DWV piping for the purpose of blocking or testing of the system. An over-sized wing nut with a wrench pad makes installation easy. Manufactured of high impact ABS, with a steel plated screw, and a zinc nut, this product is rust and corrosion resistant. The sealing gasket is neoprene. End of Pipe Inside Pipe Maximum Back Pipe Use Range End of Pipe Pressure Minimum Maximum Nominal Bypass Water Shipping Product Pipe Pipe Air Units/ Size Size Head Model # Weight Code Diameter Diameter (psig) Case (inches) (inches) (feet) (pounds) (inches) (inches) 1 1/2 83591 1.48 1.65 None 40 5 MWN 1 10 2 2 83592 1.90 2.17 None 40 5 MWN 2 10 2 3 83593 2.80 3.10 None 40 5 MWN 3 10 4 4 83594 3.78 4.06 None 40 5 MWN 4 10 6 6 83596 5.77 6.08 None 30 5 MWN 6 5 8 8 83598 7.76 8.03 None 30 5 MWN 8 5 12 Inside Pipe 4 83595 3.78 4.06 None 40 5 MWN 9 10 6 6 83597 5.77 6.08 None 30 5 MWN 10 5 8 8 83599 7.76 8.03 None 30 5 MWN 11 5 12 IPS CORPORATION Specifications subject to change without notice. NOTES: OLYMPIC FOUNDRY INC. 8" X 4" LOCKING CLEAN-OUT RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. M1007 D/T APPROX WT: Ring - 42 Lbs, Cover 14 - Lbs REV: A DATE: 7/9/2003 New border REV A DOCUMENT APPROVED DWN: CL DATE: 7/9/2003 TOLERANCE REV: DATE: XX +- .1 BY: DATE: XXX +- .06 CHKD: CL DATE: 7/9/2003 DWG #: M1007 DT SCALE: N/A SHEET: 1 OF 1 XXXX +- .030 < +- 2 DEG Heritage Plasticsâ„¢ PVC Gasketed Sewer Pipe â€¢ ASTM D 3034 SDR 35 â€¢ Gasketed bells â€¢ 14 and 20-foot lay lengths â€¢ OD bevel on spigot â€¢ Green in color Average Approximate Weight Standard Crate Trade Part Length O.D. per 100â€™ Quantity Size Number (feet) (inches) (lbs) (feet) 3040014G 14 1,176 4 4.215 107 3040020G 20 1,680 3060014G 14 490 6 6.275 244 3060020G 20 700 3080014G 14 280 8 8.400 445 3080020G 20 400 10 30100014G 14 10.500 699 154 12 30120014G 14 12.500 1,003 154 15 30150014G 14 15.300 1,491 112 NOTE: Special orders are non-cancelable, non-returnable and non-refundable. heritageplastics.com 14 WATER MAIN SUBMITTAL INFORMATION Stainless Steel Tapping Sleeve 4"-12" - (FTSS-xxx-x style) TAPPING SLEEVE WITH STAINLESS STEEL OR CARBON STEEL FLANGE A Flange - 18-8 Type 304 Outlet Pipe - Schedule 5. Type 304 3/4-14 No-Lead B stainless steel with recess per stainless steel except 4" is Schedule 10 Brass Test Plug MSS SP60 to accept standard E tapping valves. Flange conforms Outlet Gasket - Virgin Buna-N com- to AWWA C228 Class D ANSI pounded for water service, per ASTM 150# drilling. Optional carbon D2000. Outlet gasket assures com- steel flange, per AWWA C207, C plete seal of outlet area. is available. Full Gasket - Gridded virgin SBR com- Bolts, Nuts, & Washers - pounded for water service, per ASTM Type 304 stainless D2000. Full gasket gives 360Â° pipe steel. Heavy hex nuts coverage. and washers are coated to prevent galling and Armors - Heavy gage stainless maximize bolt efficiency. steel are vulcanized to gasket and recessed to bridge the gap D 3/16" lug (1/4" lug if using a 3/4" bolt) between lugs. NOM. FLANGED NOMINAL DIMENSIONS - INCHES SADDLE STRAP SLEEVE CATALOG APPROX. BOLT âœ“ SUBMITTED PIPE BY OUTLET THICKNESS THICKNESS O.D. RANGE NUMBER WT. AB C D E SIZE ITEM(S) SIZE SIZE* (GAGE) (GAGE) 4.50-4.80 FTSS-480- 3" 36 4-1/64" 3-1/4" 5-3/16" 15" .28 4.80-5.00 FTSS-500- 4" 5.10-5.30 FTSS-530- 4" 38 5-1/64" 4-1/4" 5-3/16" 15" .28 5.20-5.40 FTSS-540- 6.63-7.00 FTSS-700- 3" 40 4-1/64" 3-1/4" 5-3/16" 15" .28 6" 6.90-7.30 FTSS-730- 4" 42 5-1/64" 4-1/4" 5-3/16" 15" .28 7.30-7.50 FTSS-750- 6" 47 7-1/64" 6-13/32" 5-1/2" 15" .34 8.63-9.05 FTSS-905- 3" 40 4-1/64" 3-1/4" 5-3/16" 15" .28 5/8"x6-1/2" 9.05-9.30 FTSS-930- 4" 42 5-1/64" 4-1/4" 5-3/16" 15" .28 8" 9.30-9.60 FTSS-960- 6" 49 7-1/64" 6-13/32" 5-1/2" 15" .34 9.45-9.75 FTSS-975- 8" 75 9-1/64" 8-13/32" 5-5/8" 20" .34 .105" (12) .075" (14) 3" 44 4-1/64" 3-1/4" 5-3/16" 15" .28 10.75-11.10 FTSS-1110- 4" 47 5-1/64" 4-1/4" 5-3/16" 15" .28 11.10-11.40 FTSS-1140- 10" 6" 53 7-1/64" 6-13/32" 5-1/2" 15" .34 11.40-11.70 FTSS-1170- 8" 79 9-1/64" 8-13/32" 5-5/8" 20" .34 11.85-12.15 FTSS-1215- 10" 99 11-1/64" 10-31/64" 6-1/8" 20" .34 3/4" x 8-1/2" 3" 44 4-1/64" 3-1/4" 5-3/16" 15" .28 12.75-13.20 FTSS-1320- 4" 50 5-1/64" 4-1/4" 5-3/16" 15" .28 5/8"x6-1/2" 13.20-13.50 FTSS-1350- 6" 55 7-1/64" 6-13/32" 5-1/2" 15" .34 12" 13.50-13.80 FTSS-1380- 8" 86 9-1/64" 8-13/32" 5-5/8" 20" .34 14.10-14.40 FTSS-1440- 10" 104 11-1/64" 10-31/64" 6-1/8" 20" .34 3/4" x 8-1/2" 12" 138 13-1/64" 12-27/64" 6-1/4" 24" .34 * To order: Add Flanged Outlet Size to catalog number. Example: The complete FTSS catalog number for a 6" pipe (6.90 O.D.) with a 4â€ stainless steel flange is FTSS-730-4. For a carbon steel flange, add â€œAâ€ to the catalog number. Example: FTSS-710-4A FEATURES â€¢ Body, Straps and UNC threaded bolts are made of 18-8 Type 304 stainless steel. Flange can be either Stainless Steel or ASTM A36 Carbon Steel. All sleeves are fully passivated for corrosion resistance. â€¢ Stainless steel plug available add "-SP" to part number â€¢ Meets AWWA C223 â€¢ Tapping Sleeves rated for 250 psi working pressure on 4"-12" â€¢ UL Classified to ANSI/NSF Standard 61 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. 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 http://www.fordmeterbox.com 01/25/14 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® ReSiLient WeDGe Gate VaLVe 2â€ Operating/Wrench nut external Stem Seal Bolted to top of squared off stem. Designed to prevent sand or grit from working (Optional hand wheels available.) between the stem and seal plate. triple O-Ring Seal Bolts Three Stem Seal O-rings; two in the seal plate, All nuts and bolts come which are replaceable with the valve in the full standard as 304 stainless open position at rated working pressure, and steel (316 stainless steel one under the stem thrust collar. is optional). Stem 2" - 16" have high strength manganese bronze stem (with integral thrust collar) and stem nut. thrust Washers epoxy Coating Two thrust washers ensure easy low torque Fusion bonded epoxy coating provides operation and years of outstanding corrosion resistance on all trouble-free operation. surfaces inside and out per AWWA C550 and is NSF 61 certified. C515 Ductile iron Construction All ductile iron body, bonnet and seal plate features the corrosion resistance and long service life of gray iron, but also increased strength, toughness and impact resistance with less weight. Pressure rated for 250 psi and tested for 500 psi performance, which meets or exceeds AWWA C515. All cast components are made in the USA. Ductile Wedge The wedge is ductile iron and is fully rubber encapsulated meeting the requirements of ASTM D429. A ductile wedge is better able to handle waterline pressure and surges, while the permanent rubber coating ensures a watertight seal. Wedge Guides Specially designed to reduce input torque required for operation and resist interference from debris in the waterway and protects the wedge from wear after years of service. Full Diameter Waterway 10 year Oversized for smooth unobstructed flow and Limited will accommodate full sized shell cutter. Warranty UL/FM All valves are manufactured to meet Underwriters Laboratories 262 and Factory end Connections Mutual 1130. 4", 6", 8" valves are UL listed and Available in 2"-24" sizes. See page 15 for available end connections. 4"-12" are FM approved. 12 ejco.com 800 626 4653 Water Distribution Solutions FlowMasterÂ® Gate Valve FlowMasterÂ® Valve Parts (2"-16") 17 FlowMasterÂ® Valve Parts item no. Qty. Part name and Description Material 13 1* 1 Body Ductile Iron 2* 1 Bonnet Ductile Iron 6 3 1 Rubber Encapsulated Ductile Iron/ Ductile Wedge Synthetic Rubber 15 4* 1 Seal Plate Ductile Iron 5 1 Stem Manganese Bronze 10 6 1 Operating Nut Gray Iron 8 7 1 Stem Nut Manganese Bronze 8 1 Seal Plate O-ring Rubber, Buna-N 14 9 1 Bonnet O-ring Rubber, Buna-N 11 10 3 Stem O-rings Rubber, Buna-N 11 1 Seal Plate Bolts Stainless Steel 12 1 Bonnet Bolts/Nuts Stainless Steel 13 1 Large Hex Cap Screw Stainless Steel 14 2 Thrust Washers Polymer 15 1 External Stem Seal Rubber, Buna-N 16 1 Wedge Guides Polymer 5 17 1 Dust Cap Rubber * Not Shown 14 10 7 12 9 16 FlowMasterÂ® valves incorporate quality parts and a simple design. Each valve is inspected and individually tested. 3 All FlowMasterÂ® valves are made and assembled in the USA. ejco.com 800 626 4653 13 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® ReSiLient WeDGe Gate VaLVeS SaMPLe SPeCiFiCatiOn Valves shall be manufactured and tested to meet the requirements 2" - 16" valves must have two polymer thrust washers â€” one above of ANSI/AWWA C515. Valves shall meet or exceed the and one below the thrust collar. Stainless steel thrust washers are requirements of Underwriters Laboratories Standard UL262 and notÂ acceptable. Factory Mutual Standard 1130. All fasteners are to be 304 stainless steel. Socket head bolts shall The rated working pressure of the valve shall be 250 psi. not be allowed. If only two bolts are used to secure the seal plate, the bolts must be fastened to the bonnet with a drilled and tapped All valve component castings shall originate in the USA. hole in theÂ bonnet. The body, bonnet, wedge and seal plate shall be made of ductile The body, bonnet and seal plate shall be epoxy coated in iron in accordance with ASTM A536. The wedge shall be totally accordance with ANSI/AWWA C550 certified to NSF 61. This encapsulated in rubber. This rubber coating shall be permanently coating shall be on the interior and the exterior of the valve. The bonded to the ductile iron wedge casting and shall meet ASTM manufacturers name, valve size, year of manufacture, pressure D429 tests for rubber to metal bonding. No paint shall be allowed in rating ("250W"), C515 and "DI" shall be cast on the valve. the wedge and the wedge must not be hollow. Containment of the stem nut must only be on two sides, to facilitate easy removal. Each valve shall be tested in accordance with ANSI/AWWA C515, UL262 and FM1130. This shall include hydrostatic pressure testing There shall be three stem seal O-rings; two in the seal plate which at 500 psi. A certification of manufacture and testing shall be shall be replaceable with the valve in the full open position at provided at the municipalityâ€™s request. rated working pressure, and one under the stem thrust collar. All gaskets shall be O-ring seals. O-rings set in a cartridge shall not be All parts of valves to be considered must be manufactured, allowed. A grit seal must be present above the seal plate to prevent assembled and tested in the contiguous USA, and letters of dirt intrusion. certification must accompany any and all products at the request of municipality. Valves are to be open left (OL) or open right (OR). Operating nuts are to be painted black (OL) or painted red (OR). The NRS valves Valves shall be FlowMasterÂ®. shall be provided with a 2" square operating nut (2"-16"). 20" and 24" RW Gate Valves now available! Options Valves can be ordered with: Â· Bevel gear operator Â· Spur gear operator Â· Handwheel Â· 2" AWWA operating nut End Connections Â· MJ x MJ Â· FE x FE Â· MJ x FE Â· MJ x TAP Installation of our 24" Resilient Wedge Gate Valve. 14 ejco.com 800 626 4653 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® VaLVe DiMenSiOnS anD aVaiLaBLe enD COnneCtiOnS FlowMaster Valve Dimensions and Available End Connections Size a B C D e F G H J K L M n O P Open 2" 10 5/8 3 1/2 8 1/2 3 7/8 5 7/8 10 3" 13 1/8 4 3/4 9 3/4 14 4" 15 4 5/16 9 5/16 5 1/16 2 1/2 10 5/16 4 3/8 11 *5 1/16 10 5/16 9 4 1/8 10 15/16 17 6" 18 9/16 4 9 5 1/4 2 1/2 11 1/4 4 11 1/8 5 1/4 11 1/4 10 1/2 4 3/8 11 3/4 20 8" 22 11/16 5 1/4 10 1/4 5 3/4 2 1/2 11 7/8 5 1/4 13 5 3/4 11 7/8 11 1/2 5 5/8 14 1/8 26 10" 27 6 7/8 11 5/8 6 1/2 3 1/2 13 1/2 6 7/8 15 5/8 6 1/2 13 1/2 13 5 5/8 15 9/16 32 12" 31 1/8 8 13 7 2 1/2 14 3/4 8 16 1/2 7 14 3/4 14 5 5/8 16 11/16 38 16" 39 1/2 14 1/2 21 3/4 8 1/2 3 1/2 19 3/8 10 5/8 21 8 1/2 19 3/8 17 51 20" 48 7/16 11 18 9 3 1/2 18 18 18 62 24" 57 16 23 10 3 1/2 21 1/2 21 1/2 20 74 Note: All dimensions are in inches. * 4" TYTONÂ® x FLANGE is 4 1/2" TYTONÂ® is a registered trademark of U.S. Pipe ejco.com 800 626 4653 15 Red Rubber UNITED Flange Accessory Packs BRAND Class 125 & Class 250 Red Rubber Ring and Full Face Flange 1/8â€ Full Face 1/8â€ Ring Type Size Red Rubber Red Rubber 1â€ FRP-010-* RRP-010-* 1-1/4â€ FRP-012-* RRP-012-* 1-1/2â€ FRP-015-* RRP-015-* 2â€ FRP-020-* RRP-020-* 2-1/2â€ FRP-025-* RRP-025-* 3â€ FRP-030-* RRP-030-* 4â€ FRP-040-* RRP-040-* 5â€ FRP-050-* RRP-050-* Red Rubber Flange Gaskets - Full Face and Ring 6â€ FRP-060-* RRP-060-* Type to ï¬ t ANSI B16.1-Class 125 Flanges. 8â€ FRP-080-* RRP-080-* 10â€ FRP-100-* RRP-100-* Reference Standard: ANSI B16.1 - Flange Dimen- 12â€ FRP-120-* RRP-120-* sions - Class 125 Material Standard: Red Rubber - ASTM D1330, 14â€ FRP-140-* RRP-140-* Grade II, SBR/Durometer 75+/-5 Shore A/Red Color 16â€ FRP-160-* RRP-160-* 18â€ FRP-180-* RRP-180-* Heavy Hex Head Bolts and Nuts 20â€ FRP-200-* RRP-200-* 24â€ FRP-240-* RRP-240-* Reference Standard: Heavy hex head steel bolts to ANSI B18.2.1 with heavy hex steel nuts to ANSI 30â€ FRP-300-* RRP-260-* B18.2.2. Bolts to be threaded to ANSI B1.1 uniï¬ ed 36â€ FRP-360-* RRP-280-* inch screw threads, Class 2A external & Class 2B in- 42â€ FRP-420-* RRP-300-* ternal. 48â€ FRP-480-* RRP-340-* 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 - AASTM F593 Stainless â€œZâ€ for Zinc Plated. Steel 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 NAPAC, Inc. 0113 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 â€¢ www.napacinc.com Seal-Tite Flange Gaskets UNITED ANSI B16.1 - 125# â€¢ ANSI B16.5 - 150# BRAND B.C. I.D. O.D. O.D. I.D. B A B Bolt holes A FULL FACE RING TYPE â€¢ Low Torque Sealing â€¢ Molded one piece gasket â€¢ SBR material -20oF ~ +180oF â€¢ Recommended for water and wastewater DIMENSIONS IN INCHES No. of Bolts Size of Bolt Nominal Part No. Part No. OD OD BC ID AB Holes Holes Size (Full Face) (Ring Type) (Full Face) (Ring Type) (Full Face) (Full Face) (Full Face) 2 FFG-050-150 RG-050-100 2.15 6.00 3.90 .16 .12 4.75 4 .75 251/2 F0FG-065-17 R3G-065-12 20.7 70.0 46.7 .21 .01 54 5.5 .7 3 FFG-080-188 RG-080-132 3.20 7.50 5.15 .16 .12 6.00 4 .75 40F2FG-100-21 R8G-100-16 30.9 80.5 66.3 .21 .01 78 5.5 .7 5 FFG-125-250 RG-125-194 5.07 10.00 7.60 .16 .12 8.50 8 .88 65F8FG-150-27 R1G-150-21 60.0 101.0 86.5 .21 .01 98 8.5 .8 8 FFG-200-340 RG-200-272 8.11 13.50 10.60 .16 .12 11.75 8 .88 100 F8FG-250-40 R6G-250-32 100.0 106.0 162.8 .21 .51 124.2 101.0 12 FFG-300-475 RG-300-378 12.09 19.00 14.75 .16 .12 17.00 12 1.00 154 F5FG-350-52 R2G-350-44 104.1 251.0 167.1 .21 .51 128.7 131.1 16 FFG-400-588 RG-400-510 16.19 23.50 19.90 .16 .12 21.25 16 1.13 158 F2FG-450-62 R5G-450-54 108.2 255.0 261.1 .21 .51 262.7 151.2 20 FFG-500-688 RG-500-606 20.28 27.50 23.60 .16 .12 25.00 20 1.25 204 F7FG-600-80 R4G-600-71 204.3 352.0 267.9 .21 .01 209.5 281.3 30 FFG-750-985 RG-750-875 30.98 38.75 34.50 .18 .14 36.00 28 1.38 356 F0FG-900-116 R4G-900-104 307.1 406.0 481.0 .41 .51 422.7 331.6 Form No. U0100A Note: Design subject to change without notice. NAPAC, Inc. 307 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 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 DImENSION AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON JOINT AND mECHANICAL JOINT DUCTILE IRON PIPE Thickness Nominal Wt. of Barrel TytonÂ® Joint Pipe Size In. OD* In. Class Thickness In. Per Ft. â€ Lb. Wt. of Bell Lb. Wt. Per Lgth.â€ Lb. Avg. Wt. Per Ft.â€¡ Lb. 3 52 .28 3.96 9.90 9 205 10.40 3 54 .34 3.96 11.80 9 245 12.20 4 51 .26 4.80 11.30 11 235 11.80 4 52 .29 4.80 12.60 11 265 13.20 4 53 .32 4.80 13.80 11 285 14.40 4 54 .35 4.80 15.00 11 310 15.60 6 50 .25 6.90 16.00 13 300 16.70 6 51 .28 6.90 17.80 13 335 18.50 6 52 .31 6.90 19.60 13 365 20.30 6 53 .34 6.90 21.40 13 400 22.10 6 54 .37 6.90 23.20 13 430 23.90 6 55 .40 6.90 25.00 13 465 25.70 6 56 .43 6.90 26.70 13 490 27.40 8 50 .27 9.05 22.80 20 430 23.90 8 51 .30 9.05 25.20 20 480 26.30 8 52 .33 9.05 27.70 20 525 28.80 8 53 .36 9.05 30.10 20 570 31.20 8 54 .39 9.05 32.50 20 610 33.60 8 55 .42 9.05 34.80 20 650 35.90 8 56 .45 9.05 37.20 20 695 38.30 10 50 .29 11.10 30.10 27 575 31.60 10 51 .32 11.10 33.20 27 630 34.70 10 52 .35 11.10 36.20 27 685 37.70 10 53 .38 11.10 39.20 27 740 40.70 10 54 .41 11.10 42.10 27 790 43.60 10 55 .44 11.10 45.10 27 845 46.60 10 56 .47 11.10 48.00 27 900 49.50 12 50 .31 13.20 38.40 31 735 40.10 12 51 .34 13.20 42.00 31 800 43.70 12 52 .37 13.20 45.60 31 865 47.30 12 53 .40 13.20 49.20 31 930 50.90 12 54 .43 13.20 52.80 31 995 54.50 12 55 .46 13.20 56.30 31 1055 58.00 12 56 .49 13.20 59.90 31 1120 61.60 14 50 .33 15.30 47.50 59 915 50.80 14 51 .36 15.30 51.70 59 990 55.00 14 52 .39 15.30 55.90 59 1065 59.20 14 53 .42 15.30 60.10 59 1140 63.40 14 54 .45 15.30 64.20 59 1215 67.50 ATLANTIC STATES 14 55 .48 15.30 68.40 59 1290 71.70 CAST IRON PIPE CO. 14 56 .51 15.30 72.50 59 1365 75.80 16 50 .34 17.40 55.80 65 1070 59.40 183 Sitgreaves St. 16 51 .37 17.40 60.60 65 1155 64.20 Phillipsburg, NJ 08865 908-454-1161 16 52 .40 17.40 65.40 65 1240 69.00 atlanticstates.com 16 53 .43 17.40 70.10 65 1325 73.70 16 54 .46 17.40 74.90 65 1415 78.50 CLOW WATER 16 55 .49 17.40 79.70 65 1500 83.30 16 56 .52 17.40 84.40 65 1585 88.00 SySTEmS COmPANy 18 50 .35 19.50 64.40 74 1235 68.50 2266 S. 6th St. 18 51 .38 19.50 69.80 74 1330 73.90 Coshocton, OH 43812 18 52 .41 19.50 75.20 74 1430 79.30 740-622-6651 18 53 .44 19.50 80.60 74 1525 84.70 clowwater.com 18 54 .47 19.50 86.00 74 1620 90.10 18 55 .50 19.50 91.30 74 1715 95.40 PACIFIC STATES 18 56 .53 19.50 96.70 74 1815 100.80 CAST IRON PIPE CO. 20 50 .36 21.60 73.50 80 1405 77.90 1401 E 2000 S. 20 51 .39 21.60 79.50 80 1510 83.90 Provo, UT 84603 20 52 .42 21.60 85.50 80 1620 89.90 801-373-6910 20 54 .48 21.60 97.50 80 1835 101.90 NEW JERSEY OHIO pscipco.com UTAH 20 55 .51 21.60 103.40 80 1940 107.80 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 20 56 .54 21.60 109.30 80 2045 113.70 Phillipsburg, NJ 08865 Coshocton, OH 43812CANADA PIPE Provo, UT 84603 24 50 .38 25.80 92.90 101 1775 98.50 908-454-1161 740-622-6651COmPANy ULC 801-373-6910 24 51 .41 25.80 100.10 101 1905 105.70 mcwaneductile.com mcwaneductile.com1757 Burlington St. Emcwaneductile.com 24 52 .44 25.80 107.30 101 2030 112.90 Hamilton, ON L8N-3R5 24 53 .47 25.80 114.40 101 2160 120.00 905-547-3251 24 54 .50 25.80 121.60 101 2290 127.20 canadapipe.com 24 55 .53 25.80 128.80 101 2420 134.40 24 56 .56 25.80 135.90 101 2545 141.50 mCWANE 30** 50 .39 32.00 118.50 170 2305 127.90 CAST IRON PIPE CO. 30** 51 .43 32.00 130.50 170 2520 139.90 CANADA 1201 Vanderbilt Road 30** 52 .47 32.00 142.50 170 2735 151.90 1757 Burlington St. E Birmingham, AL 35234 30** 53 .51 32.00 154.40 170 2950 163.80 Hamilton, ON L8N-3R5 205-322-3521 30** 54 .55 32.00 166.30 170 3165 175.70 905-547-3251 mcwanepipe.com 30** 55 .59 32.00 178.20 170 3380 187.60 canadapipe.com 30** 56 .63 32.00 190.00 170 3590 199.40 36** 50 .43 38.30 156.50 239 3055 169.80 36** 51 .48 38.30 174.50 239 3380 187.80 36** 52 .53 38.30 192.40 239 3700 205.70 NSF 61 ISO 9001 36** 53 .58 38.30 210.30 239 4025 223.60 NSF 61 ISO 9001 36** 54 .63 38.30 228.10 239 4345 241.40 36** 55 .68 38.30 245.90 239 4665 259.20 DIPRADIPRA 36** 56 .73 38.30 263.70 239 4985 277.00 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 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 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 Ductile Iron MJ Compact Fittings ANSI/A WW A C153/A21.53 gEnERAl sPECifiCATiOns MATERiAl: Ductile Iron per ASTM A536, Grade 65-45-12 PREssuRE: 350 PSI rating for 2" - 24" sizes, 250 PSI rating for 30" - 48" sizes and 150 PSI rating for 54" - 64" 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) MEMBER DEflECTiOn: 2"- 4"=8Â° | 6"=7Â° | 8"-12"=5Â° | 14"-16"=3 Â½Â° | 18"-24"=3Â° | 30"-48"=2Â° WEighTs: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating flAngEs: Flanged ends on fittings match ANSI/AWWA 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 and referenced in ANSI/AWWA C153/A21.53 gAskETs: SBR in accordance with ANSI/AWWA C111/A21.11 T-BOlTs/nuTs: Low alloy steel in accordance with ANSI/AWWA C111/A21.11 APPROvAls: 3" - 12" UL/ULC Listed | 3" and greater are UL/NSF-61 | 3" - 16" FM APPROVED. Please consult factory for detail listing and approvals. DiMEnsiOns: All dimensions are in inches unless noted otherwise. suBMiTTAl infORMATiOn M L PROJECT NAME: X K1 ENGINEER: Ã˜ 7Â° S K2 CONTRACTOR: J 2Â° D C 0.12 in. SPEC. SECTION: 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. 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 3 Â½ 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 3 Â½ 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 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 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 1.38 0.68 28Âº â…ž Â¾ x 4 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 0.69 28Âº â…ž Â¾ x 4 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.58 31.50 1.02 1.56 0.75 28Âº â…ž Â¾ x 4 Â½ 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 5 Â½ 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 5 Â½ 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 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 32 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: Asphaltic seal coat per ANSI/AWWA ANSI/AWWA C104/A21.4 and UL/NSF-61 C104/A21.4 Optional: FBE (Fusion Bonded Epoxy) per ANSI/ Optional: FBE (Fusion Bonded Epoxy) per ANSI/ AWWA C116/A21.15 and UL/NSF-61 AWWA C116/A21.15 and UL/NSF-61 Optional: P401 (Protecto 401) Ceramic Epoxy - Optional: Other (specify) ________________ sewer applications only. Not NSF-61 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 Utility Pipe Fittings and Accessories Flanged Fittings Ansi/AWWA C110/A21.10 T1 T1 T2 J J T1 J H H H H H H J T T T FlAngED TEEs & CROssEs FlAngED TEEs & CROssEs (Conâ€™t) nOM. WT. (lBs.) nOM. WT. (lBs.) T T1 T2 h J T T1 T2 h J siZE TEE CROss siZE TEE CROss ïƒª 1 Â½ x 1 Â½ x 2 0.31 0.31 0.31 4.50 4.50 15 --- ïƒª 8 x 6 x 8 0.60 0.55 0.60 9.00 9.00 145 --- ïƒª 2 x 1 Â½ x 1 Â½ 0.31 0.31 0.31 4.50 4.50 16 --- ïƒª 8 x 2 Â½ 0.60 0.31 --- 9.00 9.00 128 --- ïƒª 2 x 2 0.31 0.31 --- 4.50 4.50 20 --- 8 x 3 0.60 0.48 --- 9.00 9.00 130 140 ïƒª 2 Â½ x 2 x 2 0.31 0.31 0.31 5.00 5.00 27 --- 8 x 4 0.60 0.52 --- 9.00 9.00 140 155 ïƒª 2 Â½ x 2 x 2 Â½ 0.31 0.31 0.31 5.00 5.00 28 --- ïƒª 8 x 5 0.60 0.50 --- 9.00 9.00 144 --- ïƒª 2 Â½ x 1 0.31 0.31 --- 5.00 5.00 25 --- 8 x 6 0.60 0.55 --- 9.00 9.00 145 165 ïƒª 2 Â½ x 1 Â½ 0.31 0.31 --- 5.00 5.00 26 --- 8 x 8 0.60 0.60 --- 9.00 9.00 155 195 ïƒª 2 Â½ x 2 Â½ 0.31 0.31 --- 5.00 5.00 30 --- ïƒª 8 x 8 x 10 0.60 0.60 0.68 11.00 11.00 260 --- ïƒª 3 x 1 0.48 0.31 --- 5.50 5.50 32 --- ïƒª 8 x 8 x 12 0.60 0.60 0.75 12.00 12.00 310 --- ïƒª 3 x 1 Â½ 0.48 0.31 --- 5.50 5.50 33 --- ïƒª 10 x 4 x 10 0.68 0.52 0.68 11.00 11.00 250 --- ïƒª 3 x 2 0.48 0.31 --- 5.50 5.50 35 45 ïƒª 10 x 6 x 4 0.68 0.55 0.52 11.00 11.00 195 --- ïƒª 3 x 2 Â½ 0.48 0.31 --- 5.50 5.50 36 --- ïƒª 10 x 6 x 6 0.68 0.55 0.55 11.00 11.00 200 --- 3 x 3 0.48 0.48 --- 5.50 5.50 40 50 ïƒª 10 x 6 x 10 0.68 0.55 0.68 11.00 11.00 255 --- ïƒª 4 x 3 x 3 0.52 0.48 0.48 6.50 5.50 55 --- ïƒª 10 x 8 x 6 0.68 0.60 0.55 11.00 11.00 210 --- ïƒª 4 x 2 0.52 0.31 --- 6.50 6.50 50 60 ïƒª 10 x 8 x 8 0.68 0.60 0.60 11.00 11.00 220 --- ïƒª 4 x 2 Â½ 0.52 0.31 --- 6.50 6.50 56 65 ïƒª 10 x 8 x 10 0.68 0.60 0.68 11.00 11.00 265 --- 4 x 3 0.52 0.48 --- 6.50 6.50 60 70 ïƒª 10 x 2 0.68 0.31 --- 11.00 11.00 199 --- 4 x 4 0.52 0.52 --- 6.50 6.50 65 80 ïƒª 10 x 3 0.68 0.48 --- 11.00 11.00 201 --- ïƒª 4 x 4 x 5 0.50 0.50 0.50 7.50 7.50 75 --- 10 x 4 0.68 0.52 --- 11.00 11.00 205 220 ïƒª 4 x 4 x 6 0.52 0.52 0.55 8.00 8.00 90 --- ïƒª 10 x 5 0.68 0.50 --- 11.00 11.00 211 --- ïƒª 5 x 2 Â½ 0.50 0.31 --- 7.50 7.50 73 --- 10 x 6 0.68 0.55 --- 11.00 11.00 215 240 ïƒª 5 x 4 0.50 0.50 --- 7.50 7.50 77 --- 10 x 8 0.68 0.60 --- 11.00 11.00 225 265 ïƒª 5 x 5 0.50 0.50 --- 7.50 7.50 80 --- 10 x 10 0.68 0.68 --- 11.00 11.00 270 330 ïƒª 5 x 5 x 6 0.50 0.50 0.55 8.00 8.00 87 --- ïƒª 10 x 10 x 12 0.68 0.68 0.75 12.00 12.00 355 --- ïƒª 6 x 3 x 5 0.55 0.48 0.50 8.00 8.00 81 --- ïƒª 10 x 10 x 14 0.68 0.68 0.66 14.00 14.00 375 --- ïƒª 6 x 4 x 4 0.55 0.52 0.52 8.00 8.00 85 --- ïƒª 12 x 6 x 6 0.75 0.55 0.55 12.00 12.00 325 --- ïƒª 6 x 4 x 5 0.55 0.50 0.50 8.00 8.00 85 --- ïƒª 12 x 6 x 8 0.75 0.55 0.60 12.00 12.00 345 --- ïƒª 6 x 4 x 6 0.55 0.52 0.55 8.00 8.00 90 --- ïƒª 12 x 8 x 6 0.75 0.60 0.55 12.00 12.00 340 --- ïƒª 6 x 5 x 2 Â½ 0.55 0.50 0.31 8.00 8.00 73 --- ïƒª 12 x 8 x 8 0.75 0.60 0.60 12.00 12.00 290 --- ïƒª 6 x 5 x 3 0.55 0.50 0.48 8.00 8.00 81 --- ïƒª 12 x 8 x 12 0.75 0.60 0.75 12.00 12.00 365 --- ïƒª 6 x 5 x 5 0.55 0.50 0.50 8.00 8.00 87 --- ïƒª 12 x 10 x 6 0.75 0.68 0.55 12.00 12.00 375 --- ïƒª 6 x 2 0.55 0.31 --- 8.00 8.00 82 90 ïƒª 12 x 10 x 8 0.75 0.68 0.60 12.00 12.00 380 --- ïƒª 6 x 2 Â½ 0.55 0.31 --- 8.00 8.00 84 --- ïƒª 12 x 10 x 10 0.75 0.68 0.68 12.00 12.00 345 --- 6 x 3 0.55 0.48 --- 8.00 8.00 85 95 ïƒª 12 x 10 x 12 0.75 0.68 0.75 12.00 12.00 370 --- ïƒª 6 x 4 0.55 0.52 --- 8.00 8.00 90 110 12 x 4 0.75 0.52 --- 12.00 12.00 290 310 ïƒª 6 x 5 0.55 0.50 --- 8.00 8.00 91 --- 12 x 5 0.75 0.50 --- 12.00 12.00 291 --- 6 x 6 0.55 0.55 --- 8.00 8.00 95 120 12 x 6 0.75 0.55 --- 12.00 12.00 295 320 ïƒª 6 x 6 x 8 0.55 0.55 0.60 9.00 9.00 140 --- 12 x 8 0.75 0.60 --- 12.00 12.00 310 345 8 x 4 x 8 0.60 0.52 0.60 9.00 9.00 138 --- 12 x 10 0.87 0.80 --- 12.00 12.00 360 415 ïƒª 8 x 5 x 4 0.60 0.50 0.50 9.00 9.00 126 --- 12 x 12 0.87 0.87 --- 12.00 12.00 385 460 ïƒª 8 x 6 x 4 0.60 0.55 0.52 9.00 9.00 130 --- ïƒª 14 x 4 0.66 0.52 --- 14.00 14.00 370 --- ïƒª 8 x 6 x 6 0.60 0.55 0.55 9.00 9.00 135 --- 14 x 6 0.66 0.55 --- 14.00 14.00 375 400 (Conâ€™t)ïƒ† (Conâ€™t)ïƒ† REV.07 Â® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS ïƒªnot included in AWWA C110 STARÂ® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com Page 44 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 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 Joint Restraint Products StargripÂ® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe 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). â€¢ StargripÂ® may also be used on steel pipe* up to 12" (*transition gasket required on 12" and under). For 14" and larger steel applications, contact Star Pipe. 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. JRCAT17.02 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 TECHNICAL INFORMATION 0.75 0.12 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 8.78 8.13 2 4 7 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 9 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 13 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.88 15.62 6 8 23 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 31 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 20.90 10 10 54 16 350 18.50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 60 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 69 20 250 22.70 2.67 21.74 25.50 7/8 28.56 27.00 27.50 14 14 72 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 170 30 250 33.29 3.49 32.17 36.88 1-1/8 40.12 38.62 39.12 20 20 197 36 250 39.59 3.49 38.47 43.75 1-1/8 46.42 44.92 46.00 24 24 242 42 250 45.79 5.15 44.75 50.62 1-3/8 54.86 53.32 53.12 28 28 425 48 250 52.09 5.15 51.05 57.50 1-3/8 61.16 59.62 60.00 32 32 500 *All dimensions in inches except where indicated. Notes: â€¢ StargripsÂ® must be adequately wrapped or protected if they are covered by concrete to ensure that concrete does not enter the wedge pocket. â€¢ For applications exceeding the maximum pressure ratings listed, please contact Star Pipe Products for recommendations (see Tandem StargripÂ® on page 10). â€¢ For applications with vertical offsets, please contact Star Pipe Products for technical assistance. â€¢ For applications on existing pipe, the pipe needs to be structurally sound and the surface needs to be relatively free of any corrosive by-products in order for the wedges to function properly. Please contact Star Pipe Products for technical assistance. â€¢ Sizes 42" & 48" require extra long 1 Â¼" x 8 Â½" T-bolts. JRCAT17.02 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 HYDRANT ASSEMBLY Red Rubber UNITED Flange Accessory Packs BRAND Class 125 & Class 250 Red Rubber Ring and Full Face Flange 1/8â€ Full Face 1/8â€ Ring Type Size Red Rubber Red Rubber 1â€ FRP-010-* RRP-010-* 1-1/4â€ FRP-012-* RRP-012-* 1-1/2â€ FRP-015-* RRP-015-* 2â€ FRP-020-* RRP-020-* 2-1/2â€ FRP-025-* RRP-025-* 3â€ FRP-030-* RRP-030-* 4â€ FRP-040-* RRP-040-* 5â€ FRP-050-* RRP-050-* Red Rubber Flange Gaskets - Full Face and Ring 6â€ FRP-060-* RRP-060-* Type to ï¬ t ANSI B16.1-Class 125 Flanges. 8â€ FRP-080-* RRP-080-* 10â€ FRP-100-* RRP-100-* Reference Standard: ANSI B16.1 - Flange Dimen- 12â€ FRP-120-* RRP-120-* sions - Class 125 Material Standard: Red Rubber - ASTM D1330, 14â€ FRP-140-* RRP-140-* Grade II, SBR/Durometer 75+/-5 Shore A/Red Color 16â€ FRP-160-* RRP-160-* 18â€ FRP-180-* RRP-180-* Heavy Hex Head Bolts and Nuts 20â€ FRP-200-* RRP-200-* 24â€ FRP-240-* RRP-240-* Reference Standard: Heavy hex head steel bolts to ANSI B18.2.1 with heavy hex steel nuts to ANSI 30â€ FRP-300-* RRP-260-* B18.2.2. Bolts to be threaded to ANSI B1.1 uniï¬ ed 36â€ FRP-360-* RRP-280-* inch screw threads, Class 2A external & Class 2B in- 42â€ FRP-420-* RRP-300-* ternal. 48â€ FRP-480-* RRP-340-* 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 - AASTM F593 Stainless â€œZâ€ for Zinc Plated. Steel 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 NAPAC, Inc. 0113 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 â€¢ www.napacinc.com Seal-Tite Flange Gaskets UNITED ANSI B16.1 - 125# â€¢ ANSI B16.5 - 150# BRAND B.C. I.D. O.D. O.D. I.D. B A B Bolt holes A FULL FACE RING TYPE â€¢ Low Torque Sealing â€¢ Molded one piece gasket â€¢ SBR material -20oF ~ +180oF â€¢ Recommended for water and wastewater DIMENSIONS IN INCHES No. of Bolts Size of Bolt Nominal Part No. Part No. OD OD BC ID AB Holes Holes Size (Full Face) (Ring Type) (Full Face) (Ring Type) (Full Face) (Full Face) (Full Face) 2 FFG-050-150 RG-050-100 2.15 6.00 3.90 .16 .12 4.75 4 .75 251/2 F0FG-065-17 R3G-065-12 20.7 70.0 46.7 .21 .01 54 5.5 .7 3 FFG-080-188 RG-080-132 3.20 7.50 5.15 .16 .12 6.00 4 .75 40F2FG-100-21 R8G-100-16 30.9 80.5 66.3 .21 .01 78 5.5 .7 5 FFG-125-250 RG-125-194 5.07 10.00 7.60 .16 .12 8.50 8 .88 65F8FG-150-27 R1G-150-21 60.0 101.0 86.5 .21 .01 98 8.5 .8 8 FFG-200-340 RG-200-272 8.11 13.50 10.60 .16 .12 11.75 8 .88 100 F8FG-250-40 R6G-250-32 100.0 106.0 162.8 .21 .51 124.2 101.0 12 FFG-300-475 RG-300-378 12.09 19.00 14.75 .16 .12 17.00 12 1.00 154 F5FG-350-52 R2G-350-44 104.1 251.0 167.1 .21 .51 128.7 131.1 16 FFG-400-588 RG-400-510 16.19 23.50 19.90 .16 .12 21.25 16 1.13 158 F2FG-450-62 R5G-450-54 108.2 255.0 261.1 .21 .51 262.7 151.2 20 FFG-500-688 RG-500-606 20.28 27.50 23.60 .16 .12 25.00 20 1.25 204 F7FG-600-80 R4G-600-71 204.3 352.0 267.9 .21 .01 209.5 281.3 30 FFG-750-985 RG-750-875 30.98 38.75 34.50 .18 .14 36.00 28 1.38 356 F0FG-900-116 R4G-900-104 307.1 406.0 481.0 .41 .51 422.7 331.6 Form No. U0100A Note: Design subject to change without notice. NAPAC, Inc. 307 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® ReSiLient WeDGe Gate VaLVe 2â€ Operating/Wrench nut external Stem Seal Bolted to top of squared off stem. Designed to prevent sand or grit from working (Optional hand wheels available.) between the stem and seal plate. triple O-Ring Seal Bolts Three Stem Seal O-rings; two in the seal plate, All nuts and bolts come which are replaceable with the valve in the full standard as 304 stainless open position at rated working pressure, and steel (316 stainless steel one under the stem thrust collar. is optional). Stem 2" - 16" have high strength manganese bronze stem (with integral thrust collar) and stem nut. thrust Washers epoxy Coating Two thrust washers ensure easy low torque Fusion bonded epoxy coating provides operation and years of outstanding corrosion resistance on all trouble-free operation. surfaces inside and out per AWWA C550 and is NSF 61 certified. C515 Ductile iron Construction All ductile iron body, bonnet and seal plate features the corrosion resistance and long service life of gray iron, but also increased strength, toughness and impact resistance with less weight. Pressure rated for 250 psi and tested for 500 psi performance, which meets or exceeds AWWA C515. All cast components are made in the USA. Ductile Wedge The wedge is ductile iron and is fully rubber encapsulated meeting the requirements of ASTM D429. A ductile wedge is better able to handle waterline pressure and surges, while the permanent rubber coating ensures a watertight seal. Wedge Guides Specially designed to reduce input torque required for operation and resist interference from debris in the waterway and protects the wedge from wear after years of service. Full Diameter Waterway 10 year Oversized for smooth unobstructed flow and Limited will accommodate full sized shell cutter. Warranty UL/FM All valves are manufactured to meet Underwriters Laboratories 262 and Factory end Connections Mutual 1130. 4", 6", 8" valves are UL listed and Available in 2"-24" sizes. See page 15 for available end connections. 4"-12" are FM approved. 12 ejco.com 800 626 4653 Water Distribution Solutions FlowMasterÂ® Gate Valve FlowMasterÂ® Valve Parts (2"-16") 17 FlowMasterÂ® Valve Parts item no. Qty. Part name and Description Material 13 1* 1 Body Ductile Iron 2* 1 Bonnet Ductile Iron 6 3 1 Rubber Encapsulated Ductile Iron/ Ductile Wedge Synthetic Rubber 15 4* 1 Seal Plate Ductile Iron 5 1 Stem Manganese Bronze 10 6 1 Operating Nut Gray Iron 8 7 1 Stem Nut Manganese Bronze 8 1 Seal Plate O-ring Rubber, Buna-N 14 9 1 Bonnet O-ring Rubber, Buna-N 11 10 3 Stem O-rings Rubber, Buna-N 11 1 Seal Plate Bolts Stainless Steel 12 1 Bonnet Bolts/Nuts Stainless Steel 13 1 Large Hex Cap Screw Stainless Steel 14 2 Thrust Washers Polymer 15 1 External Stem Seal Rubber, Buna-N 16 1 Wedge Guides Polymer 5 17 1 Dust Cap Rubber * Not Shown 14 10 7 12 9 16 FlowMasterÂ® valves incorporate quality parts and a simple design. Each valve is inspected and individually tested. 3 All FlowMasterÂ® valves are made and assembled in the USA. ejco.com 800 626 4653 13 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® ReSiLient WeDGe Gate VaLVeS SaMPLe SPeCiFiCatiOn Valves shall be manufactured and tested to meet the requirements 2" - 16" valves must have two polymer thrust washers â€” one above of ANSI/AWWA C515. Valves shall meet or exceed the and one below the thrust collar. Stainless steel thrust washers are requirements of Underwriters Laboratories Standard UL262 and notÂ acceptable. Factory Mutual Standard 1130. All fasteners are to be 304 stainless steel. Socket head bolts shall The rated working pressure of the valve shall be 250 psi. not be allowed. If only two bolts are used to secure the seal plate, the bolts must be fastened to the bonnet with a drilled and tapped All valve component castings shall originate in the USA. hole in theÂ bonnet. The body, bonnet, wedge and seal plate shall be made of ductile The body, bonnet and seal plate shall be epoxy coated in iron in accordance with ASTM A536. The wedge shall be totally accordance with ANSI/AWWA C550 certified to NSF 61. This encapsulated in rubber. This rubber coating shall be permanently coating shall be on the interior and the exterior of the valve. The bonded to the ductile iron wedge casting and shall meet ASTM manufacturers name, valve size, year of manufacture, pressure D429 tests for rubber to metal bonding. No paint shall be allowed in rating ("250W"), C515 and "DI" shall be cast on the valve. the wedge and the wedge must not be hollow. Containment of the stem nut must only be on two sides, to facilitate easy removal. Each valve shall be tested in accordance with ANSI/AWWA C515, UL262 and FM1130. This shall include hydrostatic pressure testing There shall be three stem seal O-rings; two in the seal plate which at 500 psi. A certification of manufacture and testing shall be shall be replaceable with the valve in the full open position at provided at the municipalityâ€™s request. rated working pressure, and one under the stem thrust collar. All gaskets shall be O-ring seals. O-rings set in a cartridge shall not be All parts of valves to be considered must be manufactured, allowed. A grit seal must be present above the seal plate to prevent assembled and tested in the contiguous USA, and letters of dirt intrusion. certification must accompany any and all products at the request of municipality. Valves are to be open left (OL) or open right (OR). Operating nuts are to be painted black (OL) or painted red (OR). The NRS valves Valves shall be FlowMasterÂ®. shall be provided with a 2" square operating nut (2"-16"). 20" and 24" RW Gate Valves now available! Options Valves can be ordered with: Â· Bevel gear operator Â· Spur gear operator Â· Handwheel Â· 2" AWWA operating nut End Connections Â· MJ x MJ Â· FE x FE Â· MJ x FE Â· MJ x TAP Installation of our 24" Resilient Wedge Gate Valve. 14 ejco.com 800 626 4653 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® VaLVe DiMenSiOnS anD aVaiLaBLe enD COnneCtiOnS FlowMaster Valve Dimensions and Available End Connections Size a B C D e F G H J K L M n O P Open 2" 10 5/8 3 1/2 8 1/2 3 7/8 5 7/8 10 3" 13 1/8 4 3/4 9 3/4 14 4" 15 4 5/16 9 5/16 5 1/16 2 1/2 10 5/16 4 3/8 11 *5 1/16 10 5/16 9 4 1/8 10 15/16 17 6" 18 9/16 4 9 5 1/4 2 1/2 11 1/4 4 11 1/8 5 1/4 11 1/4 10 1/2 4 3/8 11 3/4 20 8" 22 11/16 5 1/4 10 1/4 5 3/4 2 1/2 11 7/8 5 1/4 13 5 3/4 11 7/8 11 1/2 5 5/8 14 1/8 26 10" 27 6 7/8 11 5/8 6 1/2 3 1/2 13 1/2 6 7/8 15 5/8 6 1/2 13 1/2 13 5 5/8 15 9/16 32 12" 31 1/8 8 13 7 2 1/2 14 3/4 8 16 1/2 7 14 3/4 14 5 5/8 16 11/16 38 16" 39 1/2 14 1/2 21 3/4 8 1/2 3 1/2 19 3/8 10 5/8 21 8 1/2 19 3/8 17 51 20" 48 7/16 11 18 9 3 1/2 18 18 18 62 24" 57 16 23 10 3 1/2 21 1/2 21 1/2 20 74 Note: All dimensions are in inches. * 4" TYTONÂ® x FLANGE is 4 1/2" TYTONÂ® is a registered trademark of U.S. Pipe ejco.com 800 626 4653 15 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 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 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 DImENSION AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON JOINT AND mECHANICAL JOINT DUCTILE IRON PIPE Thickness Nominal Wt. of Barrel TytonÂ® Joint Pipe Size In. OD* In. Class Thickness In. Per Ft. â€ Lb. Wt. of Bell Lb. Wt. Per Lgth.â€ Lb. Avg. Wt. Per Ft.â€¡ Lb. 3 52 .28 3.96 9.90 9 205 10.40 3 54 .34 3.96 11.80 9 245 12.20 4 51 .26 4.80 11.30 11 235 11.80 4 52 .29 4.80 12.60 11 265 13.20 4 53 .32 4.80 13.80 11 285 14.40 4 54 .35 4.80 15.00 11 310 15.60 6 50 .25 6.90 16.00 13 300 16.70 6 51 .28 6.90 17.80 13 335 18.50 6 52 .31 6.90 19.60 13 365 20.30 6 53 .34 6.90 21.40 13 400 22.10 6 54 .37 6.90 23.20 13 430 23.90 6 55 .40 6.90 25.00 13 465 25.70 6 56 .43 6.90 26.70 13 490 27.40 8 50 .27 9.05 22.80 20 430 23.90 8 51 .30 9.05 25.20 20 480 26.30 8 52 .33 9.05 27.70 20 525 28.80 8 53 .36 9.05 30.10 20 570 31.20 8 54 .39 9.05 32.50 20 610 33.60 8 55 .42 9.05 34.80 20 650 35.90 8 56 .45 9.05 37.20 20 695 38.30 10 50 .29 11.10 30.10 27 575 31.60 10 51 .32 11.10 33.20 27 630 34.70 10 52 .35 11.10 36.20 27 685 37.70 10 53 .38 11.10 39.20 27 740 40.70 10 54 .41 11.10 42.10 27 790 43.60 10 55 .44 11.10 45.10 27 845 46.60 10 56 .47 11.10 48.00 27 900 49.50 12 50 .31 13.20 38.40 31 735 40.10 12 51 .34 13.20 42.00 31 800 43.70 12 52 .37 13.20 45.60 31 865 47.30 12 53 .40 13.20 49.20 31 930 50.90 12 54 .43 13.20 52.80 31 995 54.50 12 55 .46 13.20 56.30 31 1055 58.00 12 56 .49 13.20 59.90 31 1120 61.60 14 50 .33 15.30 47.50 59 915 50.80 14 51 .36 15.30 51.70 59 990 55.00 14 52 .39 15.30 55.90 59 1065 59.20 14 53 .42 15.30 60.10 59 1140 63.40 14 54 .45 15.30 64.20 59 1215 67.50 ATLANTIC STATES 14 55 .48 15.30 68.40 59 1290 71.70 CAST IRON PIPE CO. 14 56 .51 15.30 72.50 59 1365 75.80 16 50 .34 17.40 55.80 65 1070 59.40 183 Sitgreaves St. 16 51 .37 17.40 60.60 65 1155 64.20 Phillipsburg, NJ 08865 908-454-1161 16 52 .40 17.40 65.40 65 1240 69.00 atlanticstates.com 16 53 .43 17.40 70.10 65 1325 73.70 16 54 .46 17.40 74.90 65 1415 78.50 CLOW WATER 16 55 .49 17.40 79.70 65 1500 83.30 16 56 .52 17.40 84.40 65 1585 88.00 SySTEmS COmPANy 18 50 .35 19.50 64.40 74 1235 68.50 2266 S. 6th St. 18 51 .38 19.50 69.80 74 1330 73.90 Coshocton, OH 43812 18 52 .41 19.50 75.20 74 1430 79.30 740-622-6651 18 53 .44 19.50 80.60 74 1525 84.70 clowwater.com 18 54 .47 19.50 86.00 74 1620 90.10 18 55 .50 19.50 91.30 74 1715 95.40 PACIFIC STATES 18 56 .53 19.50 96.70 74 1815 100.80 CAST IRON PIPE CO. 20 50 .36 21.60 73.50 80 1405 77.90 1401 E 2000 S. 20 51 .39 21.60 79.50 80 1510 83.90 Provo, UT 84603 20 52 .42 21.60 85.50 80 1620 89.90 801-373-6910 20 54 .48 21.60 97.50 80 1835 101.90 NEW JERSEY OHIO pscipco.com UTAH 20 55 .51 21.60 103.40 80 1940 107.80 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 20 56 .54 21.60 109.30 80 2045 113.70 Phillipsburg, NJ 08865 Coshocton, OH 43812CANADA PIPE Provo, UT 84603 24 50 .38 25.80 92.90 101 1775 98.50 908-454-1161 740-622-6651COmPANy ULC 801-373-6910 24 51 .41 25.80 100.10 101 1905 105.70 mcwaneductile.com mcwaneductile.com1757 Burlington St. Emcwaneductile.com 24 52 .44 25.80 107.30 101 2030 112.90 Hamilton, ON L8N-3R5 24 53 .47 25.80 114.40 101 2160 120.00 905-547-3251 24 54 .50 25.80 121.60 101 2290 127.20 canadapipe.com 24 55 .53 25.80 128.80 101 2420 134.40 24 56 .56 25.80 135.90 101 2545 141.50 mCWANE 30** 50 .39 32.00 118.50 170 2305 127.90 CAST IRON PIPE CO. 30** 51 .43 32.00 130.50 170 2520 139.90 CANADA 1201 Vanderbilt Road 30** 52 .47 32.00 142.50 170 2735 151.90 1757 Burlington St. E Birmingham, AL 35234 30** 53 .51 32.00 154.40 170 2950 163.80 Hamilton, ON L8N-3R5 205-322-3521 30** 54 .55 32.00 166.30 170 3165 175.70 905-547-3251 mcwanepipe.com 30** 55 .59 32.00 178.20 170 3380 187.60 canadapipe.com 30** 56 .63 32.00 190.00 170 3590 199.40 36** 50 .43 38.30 156.50 239 3055 169.80 36** 51 .48 38.30 174.50 239 3380 187.80 36** 52 .53 38.30 192.40 239 3700 205.70 NSF 61 ISO 9001 36** 53 .58 38.30 210.30 239 4025 223.60 NSF 61 ISO 9001 36** 54 .63 38.30 228.10 239 4345 241.40 36** 55 .68 38.30 245.90 239 4665 259.20 DIPRADIPRA 36** 56 .73 38.30 263.70 239 4985 277.00 Utility Pipe Fittings and Accessories Compact MJ Fittings ANSI/AWWA C153/A21.53 L L L L L T T1 T1 T1 T T T T1 T T1 T T1 L REDUCERS MJ x MJ SEB LEB PE x PE MJ x FE ECCENTRIC NOM. WT WT WT WT WT WT T T1 L L L L L L SIZE (LBS.) (LBS.) (LBS.) (LBS.) (LBS.) (LBS.) 4 x 3 0.34 0.33 3.00 16 8.50 17 8.50 16 14.00 14 5.00 19.00 --- --- 6 x 3 0.36 0.33 5.00 22 10.62 24 10.50 19 16.00 19 --- --- --- --- 6 x 4 0.36 0.34 4.00 24 9.50 23 9.50 23 15.00 22 5.00 30.00 --- --- 8 x 4 0.38 0.34 5.00 32 10.50 30 10.50 34 16.00 30 --- --- --- --- 8 x 6 0.38 0.36 4.00 36 9.50 35 9.50 32 15.00 33 6.00 41.00 --- --- 10 x 4 0.40 0.34 7.00 46 12.50 44 12.50 43 --- --- --- --- --- --- 10 x 6 0.40 0.36 5.00 47 10.50 46 10.50 46 16.00 46 --- --- 5.00 47 10 x 8 0.40 0.38 4.00 50 9.50 49 9.50 50 15.00 47 --- --- 4.00 50 12 x 4 0.42 0.34 9.00 58 14.50 60 14.50 57 20.00 58 --- --- --- --- 12 x 6 0.42 0.36 7.00 60 12.50 53 12.50 57 18.00 57 --- --- --- --- 12 x 8 0.42 0.38 5.00 60 10.50 61 10.50 59 16.00 54 7.00 82 --- --- 12 x 10 0.42 0.40 4.00 64 9.50 53 9.50 58 15.00 54 7.00 85 --- --- 14 x 6 0.47 0.36 9.00 110 16.90 100 14.50 105 --- --- --- --- --- --- 14 x 8 0.47 0.38 7.00 122 14.90 99 12.40 98 --- --- --- --- --- --- 14 x 10 0.47 0.40 5.00 120 12.90 96 10.40 92 --- --- 8.00 112 --- --- 14 x 12 0.47 0.42 4.00 132 11.90 90 9.40 92 17.30 88 --- --- --- --- 16 x 6 0.50 0.36 11.00 148 21.00 125 16.50 144 24.30 93 --- --- --- --- 16 x 8 0.50 0.38 9.00 155 18.00 124 14.50 136 22.30 119 --- --- --- --- 16 x 10 0.50 0.40 7.00 160 15.00 124 12.50 125 20.50 119 --- --- --- --- 16 x 12 0.50 0.42 5.00 161 12.90 122 10.50 116 18.30 99 --- --- 5.00 115 16 x 14 0.50 0.47 4.00 131 12.00 133 12.00 135 19.70 129 --- --- --- --- 18 x 8 0.54 0.38 13.00 201 20.00 170 19.50 195 --- --- 16.00 190 --- --- 18 x 10 0.54 0.40 10.00 196 18.00 165 17.40 185 25.50 160 --- --- --- --- 18 x 12 0.54 0.42 7.00 180 15.50 150 14.00 150 19.50 150 12.00 198 --- --- 18 x 14 0.54 0.47 6.00 200 15.00 175 15.00 200 --- --- --- --- --- --- 18 x 16 0.54 0.50 5.00 196 12.50 170 12.50 192 --- --- --- --- --- --- 20 x 8 0.57 0.38 16.00 227 --- --- --- --- --- --- --- --- --- --- 20 x 10 0.57 0.40 16.00 220 22.12 200 19.00 210 --- --- --- --- --- --- 20 x 12 0.57 0.42 12.00 227 17.50 170 16.00 205 --- --- --- --- --- --- 20 x 14 0.57 0.47 10.00 200 18.00 190 17.90 205 --- --- --- --- --- --- 20 x 16 0.57 0.50 7.00 231 13.50 185 13.50 200 --- --- --- --- 8.00 217 20 x 18 0.57 0.54 4.00 225 12.00 200 12.00 215 --- --- --- --- 8.00 235 24 x 8 0.61 0.38 20.00 263 --- --- --- --- --- --- --- --- --- --- 24 x 10 0.61 0.40 18.00 286 --- --- --- --- --- --- --- --- --- --- 24 x 12 0.61 0.42 16.00 263 21.50 275 21.00 290 --- --- 18.00 318 --- --- 24 x 14 0.61 0.47 14.00 310 22.00 310 21.90 315 --- --- --- --- --- --- 24 x 16 0.61 0.50 13.00 279 21.00 285 17.50 285 --- --- --- --- 12.00 320 24 x 18 0.61 0.54 10.00 284 18.00 300 18.00 310 21.00 228 --- --- --- --- 24 x 20 0.61 0.57 7.00 328 15.00 276 13.50 275 --- --- --- --- 7.00 370 30 x 12 0.66 0.42 30.00 530 --- --- --- --- --- --- --- --- --- --- 30 x 16 0.66 0.50 30.00 633 39.00 565 39.00 623 48.00 690 --- --- --- --- 30 x 18 0.66 0.54 28.00 658 37.00 654 37.00 635 --- --- --- --- 28.00 800 30 x 20 0.66 0.57 24.00 628 33.00 590 33.00 603 24.00 630 30 x 24 0.66 0.61 10.00 478 24.50 536 24.50 526 --- --- --- --- 10 .00 570 (Conâ€™t)ïƒ† UCAT.15.01 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 11 Utility Pipe Fittings and Accessories MJ Eyebolt(Pigtail) & Starlug ANSI/AWWA C115/A21.15 MJ Eyebolt (Pigtail) GENERAL SPECIFICATIONS â€¢ High Strength Low alloy steel per ANSI/ AWWA C111/121.11 â€¢ UNC 2A Threads per ASME B1.1 â€¢ Eye bolts can be used in place of T-Head bolts â€¢ Used on sizes 4" through 24" â€¢ Max. Load (per bolt): 7,500 lbs INfORMATION SIZE A B Ã˜C Â¾ x 3 Â½ 3.50 2.50 0.81 Â¾ x 4 4.00 3.00 0.81 Â¾ x 4 Â½ 4.50 3.50 0.81 Â¾ x 5 5.00 4.00 0.81 Â¾ x 5 Â½ 5.50 4.50 0.81 All dimensions in inches. Starlug GENERAL SPECIFICATIONS â€¢ Designed to assist in restraining of mechanical joint fittings, valves, hydrants and pipes by threaded rods. Manufactured with high strength ductile iron per ASTM A 536, Grade 65-45-12 â€¢ Designed for use on sizes 4" through 16" â€¢ Installed between MJ Bell and MJ Gland Please refer to the chart below for determining the number of Starlugs to be used depending on the pipe size and pipe line working pressure. Packaging: Boxes of 50 each MINIMUM NUMBER Of STARLUGS REQUIRED fOR EACH MJ BELL NOM. PIPE WORKING PRESSURE (PSI)* SIZE 100 125 150 200 225 250 300 325 350 4" 2 2 2 2 2 2 2 2 2 6" 2 2 2 2 3 3 3 4 4 8" 2 2 3 4 4 4 6 6 6 10" 4 4 4 6 6 8 8 8 NR 12" 4 4 6 8 8 8 NR NR NR 14" 5 6 8 10 NR NR NR NR NR 16" 6 8 10 12 NR NR NR NR NR *Pressure ratings include a nominal 2:1 safety factor. NR - Not Recommended UCAT.12.01 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 20 Water Distribution Solutions WaterMasterÂ® Fire Hydrant WaterMasterÂ® Fire Hydrant EJ has earned a reputation for dependable, analysis, along with ductile iron construction, quality products for over 125 years. We ensures superior performance. All cast are committed to providing unparalleled components are made and assembled in customer service and satisfaction. From the USA. Each hydrant is pressure tested to product design through installation and twice the rated working pressure. maintenance, EJ personnel strive to deliver Â® WaterMaster 5CD250 and 5BR250 Fire municipal infrastructure solutions that Hydrants meet or exceed the requirements exceed your expectations. of ANSI/AWWA C502 Standard for WaterMasterÂ® Fire Hydrants have set the Dry-Barrel Fire Hydrants, Underwriters standard for reliability and ease of Laboratories Standard UL246, and Factory maintenance. Computer aided design and Mutual 1510. Hydrant Options - Most hydrant options are available in both the 5BR250 and 5CD250 styles. 5BR250 C-dome three nozzle 5CD250 two nozzle with 5CD250 three nozzle with 5CD250 two nozzle with 5CD250 three nozzle with with standard operating nut standard operating nut standard operating nut operating cap dust shield operating cap dust shield Shoe Fitting Options 6â€ plain end with integral gland 6â€ TYTONÂ® fittings 6â€ mechanical joint 6â€ flanged joint ANSI/AWWA C115/21.15 Optional with auxiliary valve attached ANSI/AWWA C111/A21.11 Optional with auxiliary valve attached TYTONÂ® is a registered trademark of U.S. Pipe ejco.com 800 626 4653 5 Water Distribution Solutions WaterMasterÂ® 5CD250 Fire Hydrant WateRMaSteRÂ® 5CD250 FiRe HyDRant Bonnet Section Â· Ductile iron castings increase strength and durability while reducing overall weight. Â· WaterMasterÂ® hydrant is lubricated with grease for ease of maintenance. Â· Anti-friction washers above and below the thrust collar of the operating nut allow for ease 5 of operation. Â· Heavy duty bronze operating nut with Acme threads is stronger and more durable than 1 V-threads. Â· Only four bolts are required to remove bonnet and perform maintenance on theÂ hydrant. 18 Â· Simple operating mechanism, consisting of a hold down nut , operating nut, and stem 2 6 allow ease of maintenance. Â· Nozzles are easy to replace. Our quarter turn design provides a visual indication that the nozzle is in its proper position. A single set screw prevents the nozzle from rotating.40 nozzle Standpipe Section Â· Light weight ductile iron nozzle standpipe allows one person to install a hydrantÂ extension.20 Â· The nozzle standpipe is self-centering when setting on the lower standpipe or an extension. This prevents o-ring damage. Â· O-ring groove is in the bottom of each joint. The Quad RingsÂ® 17 set securely in place during maintenance and require no taping or gluing of gaskets to the underside of nozzle standpipe when assembling. Â· Installation of hydrant extension requires removal of only six bolts . 21 Â· Breakable swivel flanges are located at the bottom of the ground line joint. This helps 22 prevent debris from falling into lower standpipe upon vehicular impact. Â· No tools are required to remove stem coupling . Simply remove the cotter key and pin .23 24 Â· Quad RingsÂ® have two sealing surfaces per side and remain in the groove better than round o-rings. Lower Standpipe Section Â· Standpipe is ductile iron and provides extra strength in case of vehicular impact.25 Â· Large diameter o-ring seal located between standpipe and shoe inlet. Â· Joint has a full-face metal-to-metal connection. This provides increased stability and ensures breakage at the ground line in case of vehicular impact. Â· The simplified lower standpipe design has fewer joints and less potential points of leakage than other designs. Valve Design Â· Heavy duty drip shut-off prevents breakage during maintenance.27 Â· The ductile iron lower valve washer , with a 2" integral nut, simplifies maintenance with 35 less parts. Â· The bronze liner allows for easy removal of the valve seat .29 Â· Large 3/8" diameter drain hole has 50% more cross sectional area than a 1/4" diameterÂ opening. Â· Dual drains are power flushed during the first four turns when opening the hydrant. Â· Two large diameter o-rings seal the valve seat and are less likely to be damaged 31 duringÂ maintenance. Shoe/Bottom inlet Â· Bottom inlet and valve washer have NSF 61 certified fusion bonded epoxy coating per 36 ANSI/AWWA C550. Â· Large thrust block area helps set and hold hydrant in place during installation. Â· Ductile iron shoe provides strength and durability. 10 year Â· Stainless steel bolts are standard between shoe and standpipe for corrosion resistance.37 Limited Warranty Â· All bolts are 5/8" diameter for superior strength and ease of maintenance. 6 ejco.com 800 626 4653 CAT NO. PARTS LIST MATERIAL 1 OPERATING NUT BRONZE 2 HOLD DOWN NUT BRONZE 3 WEATHER SEAL "O" RING BUNA-N 4 TOP BONNET D.I. 5 THRUST WASHER DELRIN 6 OPERATING STEM TOP 24 1/4" STEEL 7 HOSE NOZZLE "O" RING ** BUNA-N 8 HOSE NOZZLE ** BRONZE 9 HOSE NOZZLE GASKET ** RUBBER 10 HOSE NOZZLE CAPS ** C.I. 11 PUMPER NOZZLE "O" RING BUNA-N 12 PUMPER NOZZLE GASKET RUBBER 13 PUMPER NOZZLE BRONZE 14 PUMPER NOZZLE CAP C.I. 15 * BRASS COLLAR` BRASS 16 RESERVOIR "O" RING BUNA-N 17 "QUAD" SEAL RING BUNA-N 18 TOP BONNET BOLTS & NUTS ZN. PL. STL. 19 DRIVE-LOC PIN STN. STL. 20 NOZZLE STANDPIPE D.I. 21 SAFETY FLG. BOLTS & NUTS ZN. PL. STL. 22 SWIVEL FLANGES (FRANGIBLE) C.I. 23 STEM COUPLING (FRANGIBLE) GALV. STL. 24 COUPLING PIN & COTTER KEY STN. STL. 25 STANDPIPE LOWER SECTION D.I. 26 OPERATING STEM LOWER STEEL 27 DRIP SHUT OFF BRONZE 28 INSERTS RUBBER 29 VALVE SEAT BRONZE 30 * BRONZE LINER BRONZE 31 VALVE SEAT "O" RING BUNA-N 32 BRASS DRAIN HOLE BUSHING ** BRASS 33 INLET FLANGE "O" RING BUNA-N 34 SEATING VALVE RUBBER RUBBER 35 VALVE WASHER D.I./EPOXY 36 BOTTOM INLET D.I./EPOXY 37 INLET FLG. BOLTS & NUTS ** STN. STL. 38 CHAINS ** ZN. PL. STL. 39 SET SCREW (1/4 - 20 SS CONE PT) ** STN. STL. 40 PIPE PLUG 1/4 NPTF SS HX STN. STL. 41 DUST CAP D.I. 42 DUST CAP BOLT STN. STL. * NOT A REPLACEMENT PART ** NOT SHOWN Straight Rigid Storz Adapter Storz Permanent Hydrant Adapter with Cap Straight adapter; hard anodized; SS aircraft cable & set screw Part Number Storz NH Swivel Rocker Lug HPHA50-40NH/Cap 5" w/ Cap 4-1/2" National Standard Thread BLOWOFF ASSEMBLIES 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 Joint Restraint Products StargripÂ® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe 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). â€¢ StargripÂ® may also be used on steel pipe* up to 12" (*transition gasket required on 12" and under). For 14" and larger steel applications, contact Star Pipe. 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. JRCAT17.02 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 TECHNICAL INFORMATION 0.75 0.12 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 8.78 8.13 2 4 7 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 9 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 13 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.88 15.62 6 8 23 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 31 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 20.90 10 10 54 16 350 18.50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 60 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 69 20 250 22.70 2.67 21.74 25.50 7/8 28.56 27.00 27.50 14 14 72 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 170 30 250 33.29 3.49 32.17 36.88 1-1/8 40.12 38.62 39.12 20 20 197 36 250 39.59 3.49 38.47 43.75 1-1/8 46.42 44.92 46.00 24 24 242 42 250 45.79 5.15 44.75 50.62 1-3/8 54.86 53.32 53.12 28 28 425 48 250 52.09 5.15 51.05 57.50 1-3/8 61.16 59.62 60.00 32 32 500 *All dimensions in inches except where indicated. Notes: â€¢ StargripsÂ® must be adequately wrapped or protected if they are covered by concrete to ensure that concrete does not enter the wedge pocket. â€¢ For applications exceeding the maximum pressure ratings listed, please contact Star Pipe Products for recommendations (see Tandem StargripÂ® on page 10). â€¢ For applications with vertical offsets, please contact Star Pipe Products for technical assistance. â€¢ For applications on existing pipe, the pipe needs to be structurally sound and the surface needs to be relatively free of any corrosive by-products in order for the wedges to function properly. Please contact Star Pipe Products for technical assistance. â€¢ Sizes 42" & 48" require extra long 1 Â¼" x 8 Â½" T-bolts. JRCAT17.02 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 Utility Pipe Fittings and Accessories Compact MJ Fittings ANSI/AWWA C153/A21.53 Y T T1 T1 ID A T L1 Y A L ïƒª 45Â° MJ lATERAlS ïƒª MJ x PE CuTTINg IN SlEEvE W/ OvER SIZE glAND NOM. WT NOM. WT T T1 A y ID T T1 A l l1 SIZE (lBS.) SIZE (lBS.) 3 x 3 0.33 0.33 2.50 8.50 36 4 5.10 0.36 0.34 4.80 20.00 9.00 50 4 x 3 0.34 0.33 2.50 8.50 40 6 7.20 0.38 0.36 6.90 20.00 9.00 62 4 x 4 0.34 0.34 2.50 8.50 41 8 9.40 0.40 0.38 9.05 20.00 9.00 90 6 x 4 0.36 0.34 1.50 11.00 53 10 11.50 0.42 0.40 11.10 20.00 9.00 105 6 x 6 0.36 0.36 3.00 12.50 85 12 13.60 0.47 0.42 13.20 20.00 9.00 128 8 x 4 0.38 0.34 0.50 13.00 73 16 17.90 0.54 0.50 17.40 20.00 9.00 275 8 x 6 0.38 0.36 2.00 14.50 90 8 x 8 0.38 0.38 3.50 16.00 102 10 x 4 0.40 0.34 0.00 15.00 150 10 x 6 0.40 0.36 1.00 16.00 158 10 x 8 0.40 0.38 2.50 17.00 172 T T 10 x 10 0.40 0.40 3.50 19.00 210 12 x 4 0.42 0.34 0.00 16.50 184 12 x 6 0.42 0.36 1.50 18.50 186 12 x 8 0.42 0.38 1.50 18.50 188 T T 12 x 10 0.42 0.40 3.00 20.00 250 12 x 12 0.42 0.42 4.50 22.50 272 14 x 14 0.47 0.47 6.00 25.00 474 16 x 6 0.50 0.36 0.00 21.00 300 30"- 48" 30"-48" 16 x 8 0.50 0.38 0.50 22.50 349 CAPS PLUGS 16 x 12 0.50 0.42 3.50 25.00 453 16 x 16 0.50 0.50 6.50 28.00 575 MJ CAPS & PlugS (SOlID OR TAPPED) NOM. MAX. WT (lBS.) T SIZE TAP PlugS CAPS 3 0.48 2 9 8 T 4 0.34 2 12 9 6 0.42 2 21 15 J 8 0.44 2 32 22 10 0.46 2 40 32 12 0.48 2 54 42 H Z 14 0.55 2 Â½ 77 86 16 0.56 2 Â½ 101 94 ïƒª MJ x PE x MJ TEES 18 0.60 3 126 116 NOM. WT 20 0.66 3 139 129 T h J Z SIZE (lBS.) 24 0.68 3 181 171 6 x 6 0.36 5.00 5.00 12.00 57 30 0.82 4 434 395 8 x 6 0.38 5.50 6.50 11.50 69 36 1.00 4 688 628 8 x 8 0.38 6.50 6.50 12.50 77 42 1.00 4 1200 893 10 x 10 0.40 7.50 7.50 13.00 120 48 1.00 4 1550 1076 Threads in Accordance with ANSI/ASME B1.20.1 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 9 Utility Pipe Fittings and Accessories MJ Accessories ANSI/AWWA C111/A21.11 GLANDS, GASkETS, BOLTS & NUTS GENERAL SPECIFICATION MATERIAL: Ductile Iron per ASTM A536 PRESSURE: 350 PSI rating for 3" - 24" sizes, 250 PSI rating for 30" - 48" sizes and 150 PSI rating for 54" - 64" sizes TESTING: In accordance with ANSI/AWWA C111/A21.11 and UL requirements DIMENSIONS: Are in accordance with ANSI/AWWA C111/A21.11, UL and FM requirements and are in inches unless noted otherwise WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories COATING: Asphaltic seal coat is in accordance with ANSI/AWWA C104/A21.4 unless otherwise specified. APPROVALS: Compact Glands 3" - 12" Underwrites Laboratories & ULC Listed. Factory Mutual approved 3"-16". O.D. B.C. A B I.D. MEMBER C MJ COMPACT GLANDS NOM. BOLT BOLT WT O.D. A B C I.D. B.C. SIZE HOLE qTY (LBS.) 2 6.12 0.62 1.18 3.40 2.61 4.75 Ã˜0.75 2 1 3 7.69 0.62 1.37 4.84 4.06 6.19 Ã˜0.75 4 2 4 9.12 0.75 1.50 5.92 4.90 7.50 Ã˜0.88 4 3 6 11.12 0.88 1.63 8.02 7.00 9.50 Ã˜0.88 6 4 8 13.37 1.00 1.75 10.17 9.15 11.75 Ã˜0.88 6 5 10 15.62 1.00 1.75 12.22 11.20 14.00 Ã˜0.88 8 7 12 17.88 1.00 1.75 14.32 13.30 16.25 Ã˜0.88 8 8 14 20.25 1.25 2.00 16.40 15.44 18.75 Ã˜0.88 10 11 16 22.50 1.31 2.06 18.50 17.54 21.00 Ã˜0.88 12 14 18 24.75 1.38 2.13 20.60 19.64 23.25 Ã˜0.88 12 19 20 27.00 1.44 2.19 22.70 21.74 25.50 Ã˜0.88 14 27 24 31.50 1.56 2.31 26.90 25.94 30.00 Ã˜0.88 16 36 30 39.12 2.00 2.75 33.29 32.17 36.88 Ã˜1.13 20 90 36 46.00 2.00 2.75 39.59 38.47 43.75 Ã˜1.13 24 118 42 53.12 2.00 2.75 45.79 44.67 50.62 Ã˜1.38 28 151 48 60.00 2.00 2.75 52.09 50.97 57.50 Ã˜1.38 32 187 UCAT.12.01 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 14 Utility Pipe Fittings and Accessories Standard Mechanical Joint Gaskets (SBR, NBR, EPDM, Neoprene, FKM) ANSI/AWWA C111/A21.11 GASKET GENERAL SPECIFICATIONS Star Pipe Products Mechanical Joint (MJ) Gasket dimensions conform to the drawings set forth in ANSI/AWWA C111/A21.11. Gasket markings include size, Manufacturerâ€™s mark, Country of origin and product identification. No markings are positioned on seal- ing surfaces per the ANSI/AWWA C111/A21.11 standard. MJ transition gaskets follow the requirements of ANSI/AWWA C111/ A21.11 where applicable. Standard gasket material is vulcanized styrene butadiene rubber (SBR). Special application elastomers (EPDM, Nitrile, Neoprene & FKM) are available and shall be identified on all documentation and corresponding gaskets. Star Pipe gaskets are manufactured under quality control standards and procedures that are maintained by the gasket supplier. Appro- priate documentation is maintained by the manufacturer and available for review upon request. Star Pipe gasket suppliers maintain a quality assurance program and manual that is reviewed and updated on an ongoing basis to ensure product quality. Star Pipe gasket suppliers perform in house testing and submit to random testing by Underwriters Laborato- ries, Inc. Star Pipe gasket providers are recognized under the component program (UL 194/ UL 157) of Underwriters Laboratories, Inc. Star Pipe provides that our Mechanical Joint gaskets for potable or wastewater projects will perform as designed, based on the pub- lished chemical and environmental resistance data for "generic" rubber compounds. Star Pipe should be consulted for specific recom- mendations or for unusual applications. GASKET PROPERTIES ASTM TEST PO PROPERTy METhOd REquIREMENT Hardness, Shore "A" D2240 75 Â± 5 Minimum Tensile D412 1500 psi Minimum Elongation D412 150% Minimum Aging D573 60% Maximum Compression Set D395, Method B 20% Resistance to Surface Ozone Cracking D1149 No Cracking MAxIMuM MAxIMuM GASKET TyPE CONTINuOuS ExPOSuRE STANdARd uSAGE TEMP TEMP SBR (Styrene Butadiene Drinking water, Salt Water, Sanitary Sewage, Reclaimed Water, Raw Water, Storm Water. 160 F 180 F Rubber/ Buna-S) Not Recommended for Hydrocarbon Service Alcohols, Dilute Acids, Dilute Alkalis, Ketones (MEK/Acetone), Strong Oxidizing EPDM (Ethylene Propyl- 250 F 300 F Chemicals; Drinking Water, Salt Water, Sanitary Sewage, Reclaimed Water, Raw Water, ene) Storm Water. Not Recommended for Hydrocarbon Service Neoprene (Polychlorprene Hydrocarbons, Unrefined Petroleum Products, Greasy Waste; Salt Water, Sanitary Sewage, 225 F 300 F / CR) Reclaimed Water, Raw Water, Storm Water. Refined Oils and Fluids, Fats, Greases and Waste; Drinking Water, Sanitary Sewage, Nitrile (NBR / Buna-N) 160 F 180 F Reclaimed Water, Raw Water, Storm Water. FKM (Flouroelastomer / Aromatic Hydrocarbons, Chlorinated Hydrocarbons, Vegetable Oils, Most Chemicals; 400 F 500 F VitonÂ®) Drinking Water, Reclaimed Water, Raw Water, Storm Water. UCAT.12.01A 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 16 Utility Pipe Fittings and Accessories MJ Accessories ANSI/AWWA C111/A21.11 (No.) (Mfg. old Ma M rk ) Ã˜D A J M E (Y e C a ) r e ) G iz s ( B s for sizes 3-24 in . F for sizes 30-60 in . MECHANICAL-JOINT GASkET NOM. PIPE Ã˜D A B C E F G SIZE O.D. Â±1 % 2 2.50 0.48 0.62 0.31 2.48 0.12 0.15 1.05 3 3.96 0.48 0.62 0.31 3.86 0.12 0.15 1.05 4 4.80 0.62 0.75 0.31 4.68 0.16 0.22 1.22 6 6.90 0.62 0.75 0.31 6.73 0.16 0.22 1.22 8 9.05 0.62 0.75 0.31 8.85 0.16 0.22 1.22 10 11.10 0.62 0.75 0.31 10.87 0.16 0.22 1.22 12 13.20 0.62 0.75 0.31 12.95 0.16 0.22 1.22 14 15.30 0.62 0.75 0.31 14.99 0.16 0.22 1.22 16 17.40 0.62 0.75 0.31 17.07 0.16 0.22 1.22 18 19.50 0.62 0.75 0.31 19.13 0.16 0.22 1.22 20 21.60 0.62 0.75 0.31 21.20 0.16 0.22 1.22 24 25.80 0.62 0.75 0.31 25.34 0.16 0.22 1.22 30 32.00 0.73 1.00 0.38 31.47 0.16 0.37 1.54 36 38.30 0.73 1.00 0.38 37.67 0.16 0.37 1.54 42 44.50 0.73 1.00 0.38 43.78 0.16 0.37 1.54 48 50.80 0.73 1.00 0.38 49.98 0.16 0.37 1.54 (No.) (M ld fg. Mo M a rk S ) N A R Ã˜D A T E J M (Y e C a ) r e ) G iz s ( B F TRANSITION MECHANICAL-JOINT GASkET NOM. PIPE Ã˜D A B C (REF.) E F G SIZE O.D. Â±1 % 2 2.375 0.56 0.66 0.31 2.32 0.12 0.21 1.10 3 3.500 0.72 0.64 0.34 3.43 0.12 0.38 1.10 4 4.500 0.76 0.73 0.33 4.43 0.20 0.37 1.26 6 6.625 0.75 0.73 0.32 6.53 0.20 0.36 1.25 8 8.625 0.82 0.73 0.34 8.50 0.20 0.43 1.27 10 10.750 0.79 0.75 0.31 10.59 0.20 0.39 1.26 12 12.750 0.84 0.75 0.33 12.56 0.20 0.44 1.28 UCAT.12.01 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 17 Utility Pipe Fittings and Accessories MJ Accessories ANSI/AWWA C111/A21.11 T-Bolts, Double Ended Rods & Nuts HSLA STEEL SPECIFICATIONS: â€¢ Bolts & Nuts are manufactured in accordance with ANSI / AWWA C111 / A21.11. â€¢ Material is High Strength Low Alloy Steel per ANSI/AWWA C111/A21.11. â€¢ Threads per ASME B1.1 unified standard coarse (Class 2A & 2B) MECHANICAL PROPERTIES CHEMICAL PROPERTIES Carbon 0.20% Max â€¢ Yield Strength 45000 PSI (min) Manganese 1.25% Max â€¢ Elongation in 2in. 20% (min) Sulfur 0.05% Max Nickel 0.25% Min Copper 0.20% Min Combined 1.25% Min (Ni, Cu, Cr) BLUE BOLT/NUT T-Bolts & Nuts have fluropolymer coating material which is VOC-compliant, resin-bonded, thermally cured and dry lubricant. COATING PHYSICAL PROPERTIES Film Thickness: 0.3 to 0.4 mil per coat Number of Coats: 3 to 4 coats Adhesion: 1 mm cross hatch test + 5 Pulls. Good knife resistance Cure Test: 50+Rubs with MEK. No substrate exposure Pencil Hardness: Pencil Hardness: 4-6H Volatile Organic Compounds 2.74lbs/gal Stainless Steel T-Bolts & Nuts ALLOYS SS 304 & SS 316 PER ASTM F593 SPECIFICATIONS: â€¢ T-bolt dimensions are manufactured in accordance with ANSI / AWWA C111 / A21.11. â€¢ T-bolt alloys SS 304 and SS 316 per ASTM F593 â€¢ Heavy Hex Nut Alloys SS 304 & SS 316 per ASTM F594. MECHANICAL PROPERTIES â€¢ Tensile Strength: 85,000 PSI to 140,000 PSI â€¢ Yield Strength: 45,000 PSI (min) COATING SPECIFICATION Nuts have fluropolymer coating material which is VOC-Compliant, resin-bonded, thermally cured and dry lubricant. COATING PHYSICAL PROPERTIES â€¢ Film Thickness: 0.3 to 0.4 mil per coat â€¢ Pencil Hardness: 4-6H â€¢ Number of Coats: 3 to 4 coats â€¢ Volatile Organic Compounds 2.74 lbs/gal â€¢ Adhesion: 1mm cross hatch test + 5 Tape Pulls. â€¢ Continous use temperature - 356ÂºF â€¢ Cure Test: 50+ Rubs with MEK, no substrate exposure â€¢ Color: SS 304 is green, SS 316 is red MEMBER UCAT.12.01 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 18 Utility Pipe Fittings and Accessories Accessories ANSI/AWWA C111/A21.11 1/8-in. Radius Maximum H F B A R Steel Bolts Shall Have Minimum 1/16-in. x 45Ëš Chamfer. J C D B/2 T-HEAD (LOW ALLOY STEEL) BOLT & NUT NOM. THREADS A B C D F H J R SIZE PER IN. â… x 3 1.50 0.625 3.00 2.00 11 0.625 1.062 0.625 0.312 â… x 3 Â½ 1.50 0.625 3.50 2.70 11 0.625 1.062 0.625 0.312 Â¾ x 3 Â½ 1.75 0.750 3.50 2.50 10 0.750 1.250 0.750 0.375 Â¾ x 4 1.75 0.750 4.00 3.00 10 0.750 1.250 0.750 0.375 Â¾ x 4 Â½ 1.75 0.750 4.50 3.00 10 0.750 1.250 0.750 0.375 Â¾ x 5 1.75 0.750 5.00 3.00 10 0.750 1.250 0.750 0.375 Â¾ x 5 Â½ 1.75 0.750 5.50 3.70 10 0.750 1.250 0.750 0.375 1 x 6 2.25 1.000 6.00 3.00 8 1.000 1.625 1.000 0.500 1 Â¼ x 6 Â½ 2.50 1.250 6.50 3.50 7 1.250 2.000 1.250 0.625 1 Â¼ x 8 Â½ 2.50 1.250 8.50 3.50 7 1.250 2.000 1.250 0.625 1/8-in. Radius Maximum F H B A R Steel Bolts Shall Have Minimum 1/16-in. x 45Ëš Chamfer. J C E D B/2 ïƒª ANTI-ROTATION T-HEAD (LOW ALLOY STEEL) BOLT & NUT NOM. THREADS A B C D E F H J R SIZE PER IN. â… x 3 1.50 0.625 3.00 2.00 0.63 11 0.625 1.062 0.625 0.312 â… x 3 Â½ 1.50 0.625 3.50 2.50 0.63 11 0.625 1.062 0.625 0.312 Â¾ x 3 Â½ 1.75 0.750 3.50 2.50 0.63 10 0.750 1.250 0.750 0.375 Â¾ x 4 1.75 0.750 4.00 3.00 0.63 10 0.750 1.250 0.750 0.375 Â¾ x 4 Â½ 1.75 0.750 4.50 3.00 0.63 10 0.750 1.250 0.750 0.375 Â¾ x 5 1.75 0.750 5.00 3.00 0.63 10 0.750 1.250 0.750 0.375 UCAT.12.01 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 19 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® ReSiLient WeDGe Gate VaLVe 2â€ Operating/Wrench nut external Stem Seal Bolted to top of squared off stem. Designed to prevent sand or grit from working (Optional hand wheels available.) between the stem and seal plate. triple O-Ring Seal Bolts Three Stem Seal O-rings; two in the seal plate, All nuts and bolts come which are replaceable with the valve in the full standard as 304 stainless open position at rated working pressure, and steel (316 stainless steel one under the stem thrust collar. is optional). Stem 2" - 16" have high strength manganese bronze stem (with integral thrust collar) and stem nut. thrust Washers epoxy Coating Two thrust washers ensure easy low torque Fusion bonded epoxy coating provides operation and years of outstanding corrosion resistance on all trouble-free operation. surfaces inside and out per AWWA C550 and is NSF 61 certified. C515 Ductile iron Construction All ductile iron body, bonnet and seal plate features the corrosion resistance and long service life of gray iron, but also increased strength, toughness and impact resistance with less weight. Pressure rated for 250 psi and tested for 500 psi performance, which meets or exceeds AWWA C515. All cast components are made in the USA. Ductile Wedge The wedge is ductile iron and is fully rubber encapsulated meeting the requirements of ASTM D429. A ductile wedge is better able to handle waterline pressure and surges, while the permanent rubber coating ensures a watertight seal. Wedge Guides Specially designed to reduce input torque required for operation and resist interference from debris in the waterway and protects the wedge from wear after years of service. Full Diameter Waterway 10 year Oversized for smooth unobstructed flow and Limited will accommodate full sized shell cutter. Warranty UL/FM All valves are manufactured to meet Underwriters Laboratories 262 and Factory end Connections Mutual 1130. 4", 6", 8" valves are UL listed and Available in 2"-24" sizes. See page 15 for available end connections. 4"-12" are FM approved. 12 ejco.com 800 626 4653 Water Distribution Solutions FlowMasterÂ® Gate Valve FlowMasterÂ® Valve Parts (2"-16") 17 FlowMasterÂ® Valve Parts item no. Qty. Part name and Description Material 13 1* 1 Body Ductile Iron 2* 1 Bonnet Ductile Iron 6 3 1 Rubber Encapsulated Ductile Iron/ Ductile Wedge Synthetic Rubber 15 4* 1 Seal Plate Ductile Iron 5 1 Stem Manganese Bronze 10 6 1 Operating Nut Gray Iron 8 7 1 Stem Nut Manganese Bronze 8 1 Seal Plate O-ring Rubber, Buna-N 14 9 1 Bonnet O-ring Rubber, Buna-N 11 10 3 Stem O-rings Rubber, Buna-N 11 1 Seal Plate Bolts Stainless Steel 12 1 Bonnet Bolts/Nuts Stainless Steel 13 1 Large Hex Cap Screw Stainless Steel 14 2 Thrust Washers Polymer 15 1 External Stem Seal Rubber, Buna-N 16 1 Wedge Guides Polymer 5 17 1 Dust Cap Rubber * Not Shown 14 10 7 12 9 16 FlowMasterÂ® valves incorporate quality parts and a simple design. Each valve is inspected and individually tested. 3 All FlowMasterÂ® valves are made and assembled in the USA. ejco.com 800 626 4653 13 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® ReSiLient WeDGe Gate VaLVeS SaMPLe SPeCiFiCatiOn Valves shall be manufactured and tested to meet the requirements 2" - 16" valves must have two polymer thrust washers â€” one above of ANSI/AWWA C515. Valves shall meet or exceed the and one below the thrust collar. Stainless steel thrust washers are requirements of Underwriters Laboratories Standard UL262 and notÂ acceptable. Factory Mutual Standard 1130. All fasteners are to be 304 stainless steel. Socket head bolts shall The rated working pressure of the valve shall be 250 psi. not be allowed. If only two bolts are used to secure the seal plate, the bolts must be fastened to the bonnet with a drilled and tapped All valve component castings shall originate in the USA. hole in theÂ bonnet. The body, bonnet, wedge and seal plate shall be made of ductile The body, bonnet and seal plate shall be epoxy coated in iron in accordance with ASTM A536. The wedge shall be totally accordance with ANSI/AWWA C550 certified to NSF 61. This encapsulated in rubber. This rubber coating shall be permanently coating shall be on the interior and the exterior of the valve. The bonded to the ductile iron wedge casting and shall meet ASTM manufacturers name, valve size, year of manufacture, pressure D429 tests for rubber to metal bonding. No paint shall be allowed in rating ("250W"), C515 and "DI" shall be cast on the valve. the wedge and the wedge must not be hollow. Containment of the stem nut must only be on two sides, to facilitate easy removal. Each valve shall be tested in accordance with ANSI/AWWA C515, UL262 and FM1130. This shall include hydrostatic pressure testing There shall be three stem seal O-rings; two in the seal plate which at 500 psi. A certification of manufacture and testing shall be shall be replaceable with the valve in the full open position at provided at the municipalityâ€™s request. rated working pressure, and one under the stem thrust collar. All gaskets shall be O-ring seals. O-rings set in a cartridge shall not be All parts of valves to be considered must be manufactured, allowed. A grit seal must be present above the seal plate to prevent assembled and tested in the contiguous USA, and letters of dirt intrusion. certification must accompany any and all products at the request of municipality. Valves are to be open left (OL) or open right (OR). Operating nuts are to be painted black (OL) or painted red (OR). The NRS valves Valves shall be FlowMasterÂ®. shall be provided with a 2" square operating nut (2"-16"). 20" and 24" RW Gate Valves now available! Options Valves can be ordered with: Â· Bevel gear operator Â· Spur gear operator Â· Handwheel Â· 2" AWWA operating nut End Connections Â· MJ x MJ Â· FE x FE Â· MJ x FE Â· MJ x TAP Installation of our 24" Resilient Wedge Gate Valve. 14 ejco.com 800 626 4653 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® VaLVe DiMenSiOnS anD aVaiLaBLe enD COnneCtiOnS FlowMaster Valve Dimensions and Available End Connections Size a B C D e F G H J K L M n O P Open 2" 10 5/8 3 1/2 8 1/2 3 7/8 5 7/8 10 3" 13 1/8 4 3/4 9 3/4 14 4" 15 4 5/16 9 5/16 5 1/16 2 1/2 10 5/16 4 3/8 11 *5 1/16 10 5/16 9 4 1/8 10 15/16 17 6" 18 9/16 4 9 5 1/4 2 1/2 11 1/4 4 11 1/8 5 1/4 11 1/4 10 1/2 4 3/8 11 3/4 20 8" 22 11/16 5 1/4 10 1/4 5 3/4 2 1/2 11 7/8 5 1/4 13 5 3/4 11 7/8 11 1/2 5 5/8 14 1/8 26 10" 27 6 7/8 11 5/8 6 1/2 3 1/2 13 1/2 6 7/8 15 5/8 6 1/2 13 1/2 13 5 5/8 15 9/16 32 12" 31 1/8 8 13 7 2 1/2 14 3/4 8 16 1/2 7 14 3/4 14 5 5/8 16 11/16 38 16" 39 1/2 14 1/2 21 3/4 8 1/2 3 1/2 19 3/8 10 5/8 21 8 1/2 19 3/8 17 51 20" 48 7/16 11 18 9 3 1/2 18 18 18 62 24" 57 16 23 10 3 1/2 21 1/2 21 1/2 20 74 Note: All dimensions are in inches. * 4" TYTONÂ® x FLANGE is 4 1/2" TYTONÂ® is a registered trademark of U.S. Pipe ejco.com 800 626 4653 15 Red Rubber UNITED Flange Accessory Packs BRAND Class 125 & Class 250 Red Rubber Ring and Full Face Flange 1/8â€ Full Face 1/8â€ Ring Type Size Red Rubber Red Rubber 1â€ FRP-010-* RRP-010-* 1-1/4â€ FRP-012-* RRP-012-* 1-1/2â€ FRP-015-* RRP-015-* 2â€ FRP-020-* RRP-020-* 2-1/2â€ FRP-025-* RRP-025-* 3â€ FRP-030-* RRP-030-* 4â€ FRP-040-* RRP-040-* 5â€ FRP-050-* RRP-050-* Red Rubber Flange Gaskets - Full Face and Ring 6â€ FRP-060-* RRP-060-* Type to ï¬ t ANSI B16.1-Class 125 Flanges. 8â€ FRP-080-* RRP-080-* 10â€ FRP-100-* RRP-100-* Reference Standard: ANSI B16.1 - Flange Dimen- 12â€ FRP-120-* RRP-120-* sions - Class 125 Material Standard: Red Rubber - ASTM D1330, 14â€ FRP-140-* RRP-140-* Grade II, SBR/Durometer 75+/-5 Shore A/Red Color 16â€ FRP-160-* RRP-160-* 18â€ FRP-180-* RRP-180-* Heavy Hex Head Bolts and Nuts 20â€ FRP-200-* RRP-200-* 24â€ FRP-240-* RRP-240-* Reference Standard: Heavy hex head steel bolts to ANSI B18.2.1 with heavy hex steel nuts to ANSI 30â€ FRP-300-* RRP-260-* B18.2.2. Bolts to be threaded to ANSI B1.1 uniï¬ ed 36â€ FRP-360-* RRP-280-* inch screw threads, Class 2A external & Class 2B in- 42â€ FRP-420-* RRP-300-* ternal. 48â€ FRP-480-* RRP-340-* 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 - AASTM F593 Stainless â€œZâ€ for Zinc Plated. Steel 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 NAPAC, Inc. 0113 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 â€¢ www.napacinc.com Seal-Tite Flange Gaskets UNITED ANSI B16.1 - 125# â€¢ ANSI B16.5 - 150# BRAND B.C. I.D. O.D. O.D. I.D. B A B Bolt holes A FULL FACE RING TYPE â€¢ Low Torque Sealing â€¢ Molded one piece gasket â€¢ SBR material -20oF ~ +180oF â€¢ Recommended for water and wastewater DIMENSIONS IN INCHES No. of Bolts Size of Bolt Nominal Part No. Part No. OD OD BC ID AB Holes Holes Size (Full Face) (Ring Type) (Full Face) (Ring Type) (Full Face) (Full Face) (Full Face) 2 FFG-050-150 RG-050-100 2.15 6.00 3.90 .16 .12 4.75 4 .75 251/2 F0FG-065-17 R3G-065-12 20.7 70.0 46.7 .21 .01 54 5.5 .7 3 FFG-080-188 RG-080-132 3.20 7.50 5.15 .16 .12 6.00 4 .75 40F2FG-100-21 R8G-100-16 30.9 80.5 66.3 .21 .01 78 5.5 .7 5 FFG-125-250 RG-125-194 5.07 10.00 7.60 .16 .12 8.50 8 .88 65F8FG-150-27 R1G-150-21 60.0 101.0 86.5 .21 .01 98 8.5 .8 8 FFG-200-340 RG-200-272 8.11 13.50 10.60 .16 .12 11.75 8 .88 100 F8FG-250-40 R6G-250-32 100.0 106.0 162.8 .21 .51 124.2 101.0 12 FFG-300-475 RG-300-378 12.09 19.00 14.75 .16 .12 17.00 12 1.00 154 F5FG-350-52 R2G-350-44 104.1 251.0 167.1 .21 .51 128.7 131.1 16 FFG-400-588 RG-400-510 16.19 23.50 19.90 .16 .12 21.25 16 1.13 158 F2FG-450-62 R5G-450-54 108.2 255.0 261.1 .21 .51 262.7 151.2 20 FFG-500-688 RG-500-606 20.28 27.50 23.60 .16 .12 25.00 20 1.25 204 F7FG-600-80 R4G-600-71 204.3 352.0 267.9 .21 .01 209.5 281.3 30 FFG-750-985 RG-750-875 30.98 38.75 34.50 .18 .14 36.00 28 1.38 356 F0FG-900-116 R4G-900-104 307.1 406.0 481.0 .41 .51 422.7 331.6 Form No. U0100A Note: Design subject to change without notice. NAPAC, Inc. 307 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 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 Utility Pipe Fittings and Accessories Flanged Fittings Ansi/AWWA C110/A21.10 FE COnCEnTRiC & ECCEnTRiC REDuCERs (Conâ€™t) T T T1 nOM. WT T T1 A siZE (lBs.) 20 x 16 0.80 0.70 20.00 390 20 x 18 0.80 0.75 20.00 410 T1 24 x 12 0.89 0.75 24.00 480 24 x 14 0.89 0.66 24.00 490 L L 24 x 16 0.89 0.70 24.00 525 24 x 18 0.89 0.75 24.00 550 FE COnCEnTRiC & ECCEnTRiC REDuCERs 24 x 20 0.89 0.80 24.00 590 ïƒª 30 x 8 1.03 0.60 30.00 700 nOM. WT siZE T T1 A (lBs.) ïƒª 30 x 12 1.03 0.75 30.00 730 ïƒª 30 x 14 1.03 0.66 30.00 745 ïƒª 2 x 1 Â½ 0.31 0.31 5.50 10 ïƒª 30 x 16 1.03 0.70 30.00 770 ïƒª 2 Â½ x 2 0.31 0.31 5.50 14 30 x 18 1.03 0.75 30.00 810 ïƒª 3 x 2 0.48 0.31 6.00 16 30 x 20 1.03 0.80 30.00 870 ïƒª 3 x 2 Â½ 0.48 0.31 6.00 21 30 x 24 1.03 0.89 30.00 970 ïƒª 4 x 2 0.52 0.31 7.00 25 36 x 16 1.15 0.70 36.00 1105 ïƒª 4 x 2 Â½ 0.52 0.31 7.00 28 36 x 20 1.15 0.80 36.00 1230 4 x 3 0.52 0.48 7.00 30 36 x 24 1.15 0.89 36.00 1345 ïƒª 5 x 2 0.50 0.31 8.00 34 36 x 30 1.15 1.03 36.00 1555 ïƒª 5 x 2 Â½ 0.50 0.31 8.00 35 42 x 20 1.28 0.80 42.00 1712 ïƒª 5 x 3 0.50 0.48 8.00 37 42 x 24 1.28 0.89 42.00 1820 ïƒª 5 x 4 0.50 0.50 8.00 41 42 x 30 1.28 1.03 42.00 2060 ïƒª 6 x 1 Â½ 0.55 0.31 9.00 33 42 x 36 1.28 1.15 42.00 2550 ïƒª 6 x 2 0.55 0.31 9.00 35 48 x 30 1.42 1.03 48.00 2625 ïƒª 6 x 2 Â½ 0.55 0.31 9.00 38 48 x 36 1.42 1.15 48.00 2950 6 x 3 0.55 0.48 9.00 40 48 x 42 1.42 1.28 48.00 3320 6 x 4 0.55 0.52 9.00 45 54 x 30 0.90 0.61 32.00 1625 ïƒª 6 x 5 0.55 0.52 9.00 52 54 x 36 0.90 0.66 28.00 1680 ïƒª 8 x 3 0.60 0.48 11.00 60 54 x 42 0.90 0.76 35.00 1800 8 x 4 0.60 0.52 11.00 65 54 x 48 0.90 0.80 18.00 1695 ïƒª 8 x 5 0.60 0.52 11.00 70 60 x 54 0.94 0.90 15.00 2055 8 x 6 0.60 0.55 11.00 75 10 x 3 0.68 0.48 12.00 81 10 x 4 0.68 0.52 12.00 85 Q Q 10 x 6 0.68 0.55 12.00 90 10 x 8 0.68 0.60 12.00 110 12 x 4 0.75 0.52 14.00 120 V I V I ïƒª 12 x 5 0.75 0.50 14.00 126 O O 12 x 6 0.75 0.55 14.00 130 3"-10" 12"-54" 12 x 8 0.75 0.60 14.00 145 ïƒª BlinD FlAngEs 12 x 10 0.75 0.68 14.00 170 14 x 6 0.66 0.55 16.00 155 nOM. WT O q v i 14 x 8 0.66 0.60 16.00 175 siZE (lBs.) 14 x 10 0.66 0.68 16.00 190 3 7.50 0.75 0.69 3.00 9 14 x 12 0.66 0.75 16.00 248 4 9.00 0.94 0.88 4.00 16 16 x 6 0.70 0.55 18.00 190 6 11.00 1.00 0.94 6.00 25 16 x 8 0.70 0.60 18.00 210 8 13.50 1.12 1.06 8.00 42 16 x 10 0.70 0.68 18.00 235 10 16.00 1.19 1.12 10.00 63 16 x 12 0.70 0.75 18.00 265 12 19.00 1.25 0.81 12.00 85 16 x 14 0.70 0.66 18.00 280 14 21.00 1.38 0.88 14.00 120 18 x 8 0.75 0.60 19.00 240 16 23.50 1.44 1.00 16.00 145 18 x 10 0.75 0.68 19.00 265 18 25.00 1.56 1.06 18.00 195 18 x 12 0.75 0.75 19.00 295 20 27.50 1.69 1.12 20.00 245 18 x 14 0.75 0.66 19.00 310 24 32.00 1.88 1.25 24.00 370 18 x 16 0.75 0.70 19.00 340 30 38.75 2.12 1.44 30.00 500 20 x 8 0.80 0.60 20.00 290 36 46.00 2.38 1.62 36.00 960 20 x 10 0.80 0.68 20.00 310 42 53.00 2.62 1.81 42.00 1300 20 x 12 0.80 0.75 20.00 345 48 59.50 2.75 2.00 48.00 1740 20 x 14 0.80 0.66 20.00 355 54 66.25 3.00 2.50 54.00 2600 (Conâ€™t)ïƒ† REV.07 ïƒªnot included in AWWA C110 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 47 SUBMITTAL INFORMATION Quick Joint Coupling - (C84-xx-Q-NL style) MALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads External Nut Stop Molded Buna-N Spring Stainless Steel Gripper Quick Joint Nut Tip Gasket Provides Hydraulic Seal Iron Pipe Size Quick Joint Size Length DESCRIPTION APPROX. PART âœ“ SUBMITTED LENGTH MALE IRON PIPE Q.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 2" .5 C84-11-Q-NL 3/4" 1/2" 2-7/32" .5 C84-31-Q-NL 3/4" 5/8" 2-1/4" .6 C84-32-Q-NL 3/4" 3/4" 2-1/4" .6 C84-33-Q-NL 3/4" 1" 2-3/8" .7 C84-34-Q-NL 1" 3/4" 2-19/32" .7 C84-43-Q-NL 1" 1" 2-9/16" .8 C84-44-Q-NL 1" 1-1/2" 2-9/16" 1.5 C84-46-Q-NL 1-1/4" 1-1/4" 2-5/8" 1.4 * C84-55-Q-NL 1-1/2" 1-1/2" 3" 1.8 C84-66-Q-NL 2" 2" 3-1/4" 2.3 C84-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. * 1-1/4" Quick Joint has EPDM spring tip gasket. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Body design provides octagonal wrench flats for proper installation 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. 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 03/17/16 SUBMITTAL INFORMATION Stainless Steel Inserts - (Insert-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) Dimple Flange 70 Series For Polyethylene Pipe (PEP) CATALOG NOMINAL PEP APPROX. STD. âœ” SUBMITTED NUMBER SIZE ID WT. LBS.* PKG. QTY. ITEM(S) INSERT-71 3/4" 0.824 4.4 100 ** INSERT-53-72 1" 1.049 2.9 50 â™¦** INSERT-53-72-Q 1" 1.049 2.9 50 INSERT-73 1-1/4" 1.380 5.8 75 INSERT-74 1-1/2" 1.610 5.5 45 INSERT-75 2" 2.067 9.7 50 50 series For Polyethylene Tubing (PET) CATALOG NOMINAL PET APPROX. STD. âœ” SUBMITTED NUMBER SIZE ID WT. LBS.* PKG. QTY. ITEM(S) INSERT-51 3/4" 0.681 4.8 200 INSERT-52 1" 0.875 4.2 100 ** INSERT-53-72 1-1/4" 1.069 2.9 50 â™¦** INSERT-53-72-Q 1-1/4" 1.069 2.9 50 INSERT-54 1-1/2" 1.263 3.1 25 INSERT-55 2" 1.653 6.0 40 â™¦ INSERT-54-Q 1-1/2" 1.263 2.6 30 â™¦ INSERT-55-Q 2" 1.653 5.8 50 * Weights for insert stiffeners are for standard package quantities. **Insert -53 and -72 fit both 1-1/4" plastic tubing (1.069 I.D.) and 1" plastic pipe (1.049 I.D.). â™¦ These inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with other Compression Fittings. FEATURES â€¢ Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing. â€¢ Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-92B). â€¢ Dimpled and flanged to retain placement within the service line. â€¢ Key lock construction with a minimum of two key locks to maintain solid structural integrity. Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing. 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. 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 http://www.fordmeterbox.com 06/01/06 ADS POTABLE WATER SERVICE TUBING (CTS) ADS Potable water service tubing (CTS) is a leader in todayâ€™s potable water service market. Its ï¬‚ exibility and durability distinguish it from the competition and make it ideal for a variety of applications. ADS CTS tubing is strong and resistant to many common causes of damage such as vibrations, surface loads and pressure surges. APPLICATIONS: Residential & Commercial Water Service Well/Pump Water Systems Municipal Service Lines Farm & Ranch Water Systems FEATURES: â€¢ Material conforms to ASTM D3350 requirements â€¢ Certiï¬ ed to meet NSF 14/61 standard â€¢ Durable plastic material stands the test of time â€¢ Flexibility makes it ideal for a variety of projects â€¢ Strength withstands weather and the human element â€¢ Incremental footage markers printed every 2 feet throughout each coil length â€¢ Light weight â€¢ Chemically resistant â€¢ Consistent outside diameter regardless of wall thickness or pressure rating BENEFITS: â€¢ Resistant to rot or corrosion â€¢ Fast and easy to install â€¢ Easy installation provides cost-efï¬ ciency â€¢ Flexible lengths can be installed in uneven terrain â€¢ Available in many lengths ADS Service: ADS representatives are committed to providing you with the answers to all your questions, including specifications, and installation and more. The Most Advanced Name in Drainage SystemsÂ® ADS POTABLE WATER SERVICE TUBING (CTS) PIPE SPECIFICATIONS SCOPE This specification describes ADS Potable Water Service Tubing (CTS) pipe SDR 9 for use in potable water service applications. PIPE REqUIREmENTS ADS potable water service tubing shall meet the requirements of ASTM D2737, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Copper Tubing Size (CTS) standards. mATERIAL PROPERTIES Tubing material shall be high-density polyethylene conforming with the minimum requirements of cell classification 345464E as defined and described in ASTM D3350. The resin shall have a material designation code of PE3608 (formerly PE3408) by the Plastic Pipe Institute. DISINFECTION/mAINTENANCE The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. INSTALLATION Installation is similar to other flexible tubing/pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. SDR 9 (200 psi) 3608 CTS Â¾â€ 1â€ 1Â¼â€ 1 Â½â€ 2â€ Outside Diameter 0.875 Â±0.004 1.125 Â±0.005 1.375 Â±0.005 1.625 Â±0.006 2.125 Â±0.006 (mm) (22.2 Â±0.10) (28.6 Â±0.13) (34.9 Â±0.13) (41.3 Â±0.15) (54.0 Â±0.51) Wall Thickness 0.097 +0.01 0.125 +0.012 0.153 +0.015 0.181 +0.018 0.236 +0.024 (mm) (2.5 +0.25) (3.2 +0.30) (3.9 +0.38) (4.6 +0.46) (6.0 +0.61) Pressure Rating 200 200 200 200 200 @ 73Âº F, psi (kPa) (1379) (1379) (1379) (1379) (1379) Weight 46 Â±2 78 Â±3 125 Â±4 162 Â±4 275 Â±5 gm/ft (gm/m) (151 Â±7) (256 Â±10) (410 Â±13) (531 Â±13) (902 Â±16) For more information on ADS CTS pipe and other ADS products, please contact our Customer Service Representatives at 1-800-821-6710 ADS â€œTerms and Conditions of Saleâ€ are available on the ADS website, www.ads-pipe.com The ADS logo and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. Â© 2010 Advanced Drainage Systems, Inc. (AD300410) #10666 07/10 Advanced Drainage Systems, Inc. The Most Advanced Name in Drainage SystemsÂ® 4640 Trueman Blvd., Hilliard, OH 43026 1-800-821-6710 www.ads-pipe.com Technical Specifications No-Lead Brass Fittings & Valves GENERAL All brass valves and fittings for service lines shall be provided under this contract. PRODUCT a. All fittings and valves shall be manufactured in accordance with AWWA Standard C-800, latest revision, and as further specified in these technical specifications. a.i Exception: Any brass part of the fitting or valve in contact with potable water shall be made of a â€œNo-Lead Brassâ€, defined for this specification as UNS Copper Alloy No. C89520 or C89833 in accordance with the chemical and mechanical requirements of ASTM B584 and AWWA C-800. This â€œNo-Lead Brassâ€ alloy shall not contain more than nine one hundredths of one percent (0.09% or less) total lead content by weight. a.ii Any Brass part of the fitting or valve not in contact with potable water shall be made of 85-5-5- 5 brass as defined for this specification as UNS Copper Alloy C83600 per ASTM B62, ASTM B584 and AWWA C-800. b. All brass fittings and valves shall be certified by an ANSI accredited test lab per NSF/ANSI Standard 61, Drinking Water Components â€“ Health Effects, Section 8 or NSF/ANSI Standard 372, Drinking Water System Components â€“ Lead Content. Proof of certification is required. c. Brass fittings and valves shall comply with the United States Of America Safe Drinking Water Act, and the U.S. Environmental Protection Agency. d. All brass fittings and valves shall have the manufacturers name or trademark permanently stamped or cast on it. Another marking identifying the â€œno leadâ€ brass alloy, e.g., â€˜NLâ€™, shall be cast or permanently stamped on the fitting or valve. QUALITY CONTROL AND TESTING If requested, an affidavit certifying compliance with these standards and specifications shall be signed and submitted by the manufacturing firmâ€™s Quality Assurance or Engineering Manager. MANUFACTURER The brass fittings and valves shall be produced by a manufacturer in the United States of America or Canada. 800.292.2737 | FAX 800.832.9296 | sales@aymcdonald.com | noleadbrass.com 02/13 Municipal Water Heavywall 1730BCF 12â€ BODY: Material: HDPE 3 4 in 1 2 in Model: 17â€ x 30â€ 17 20 in Weight: 25 lbs 303 4 Wall Type: Straight in 31 2 Mouseholes: 0-4 3 Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 12â€ in 2 in 25 1 9 in 2 6 in 1 18â€ BODY: Material: HDPE Model: 17â€ x 30â€ Weight: 33 lbs DIMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS Wall Type: Straight Mouseholes: 0-4 3 4 in 1 2 in Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, 17 20 ASTM C857 A-8, Exceeds 20,000 lb in 303 4 minimum load failure in 331 2 18â€ in 2 in 25 1 9 in 2 Medium Duty: 6 in Non-deliberate Traffic 1 For use in non-vehicular traffic situations only. D*Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location.IMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS Actual load rating is determined by the box and cover combination. Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Weights and dimensions may vary slightly oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. Municipal Water Heavywall 1730BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket (undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: Flush Solid Cover Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket Ductile Iron Max View Cover Raw Material Material Property ASTM Test Method Typical Value1 Specifications: Type, Class, Category D 1248 III, A, 3 Density, g/cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, F50, at oC D 746 <-76 Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi, oF D 648 150o min., not to exceed 200o Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 1The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty : Non-deliberate Traffic Rating: For use in non-vehicular traffic situations only. Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice. oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. FIRE LINE Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® ReSiLient WeDGe Gate VaLVe 2â€ Operating/Wrench nut external Stem Seal Bolted to top of squared off stem. Designed to prevent sand or grit from working (Optional hand wheels available.) between the stem and seal plate. triple O-Ring Seal Bolts Three Stem Seal O-rings; two in the seal plate, All nuts and bolts come which are replaceable with the valve in the full standard as 304 stainless open position at rated working pressure, and steel (316 stainless steel one under the stem thrust collar. is optional). Stem 2" - 16" have high strength manganese bronze stem (with integral thrust collar) and stem nut. thrust Washers epoxy Coating Two thrust washers ensure easy low torque Fusion bonded epoxy coating provides operation and years of outstanding corrosion resistance on all trouble-free operation. surfaces inside and out per AWWA C550 and is NSF 61 certified. C515 Ductile iron Construction All ductile iron body, bonnet and seal plate features the corrosion resistance and long service life of gray iron, but also increased strength, toughness and impact resistance with less weight. Pressure rated for 250 psi and tested for 500 psi performance, which meets or exceeds AWWA C515. All cast components are made in the USA. Ductile Wedge The wedge is ductile iron and is fully rubber encapsulated meeting the requirements of ASTM D429. A ductile wedge is better able to handle waterline pressure and surges, while the permanent rubber coating ensures a watertight seal. Wedge Guides Specially designed to reduce input torque required for operation and resist interference from debris in the waterway and protects the wedge from wear after years of service. Full Diameter Waterway 10 year Oversized for smooth unobstructed flow and Limited will accommodate full sized shell cutter. Warranty UL/FM All valves are manufactured to meet Underwriters Laboratories 262 and Factory end Connections Mutual 1130. 4", 6", 8" valves are UL listed and Available in 2"-24" sizes. See page 15 for available end connections. 4"-12" are FM approved. 12 ejco.com 800 626 4653 Water Distribution Solutions FlowMasterÂ® Gate Valve FlowMasterÂ® Valve Parts (2"-16") 17 FlowMasterÂ® Valve Parts item no. Qty. Part name and Description Material 13 1* 1 Body Ductile Iron 2* 1 Bonnet Ductile Iron 6 3 1 Rubber Encapsulated Ductile Iron/ Ductile Wedge Synthetic Rubber 15 4* 1 Seal Plate Ductile Iron 5 1 Stem Manganese Bronze 10 6 1 Operating Nut Gray Iron 8 7 1 Stem Nut Manganese Bronze 8 1 Seal Plate O-ring Rubber, Buna-N 14 9 1 Bonnet O-ring Rubber, Buna-N 11 10 3 Stem O-rings Rubber, Buna-N 11 1 Seal Plate Bolts Stainless Steel 12 1 Bonnet Bolts/Nuts Stainless Steel 13 1 Large Hex Cap Screw Stainless Steel 14 2 Thrust Washers Polymer 15 1 External Stem Seal Rubber, Buna-N 16 1 Wedge Guides Polymer 5 17 1 Dust Cap Rubber * Not Shown 14 10 7 12 9 16 FlowMasterÂ® valves incorporate quality parts and a simple design. Each valve is inspected and individually tested. 3 All FlowMasterÂ® valves are made and assembled in the USA. ejco.com 800 626 4653 13 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® ReSiLient WeDGe Gate VaLVeS SaMPLe SPeCiFiCatiOn Valves shall be manufactured and tested to meet the requirements 2" - 16" valves must have two polymer thrust washers â€” one above of ANSI/AWWA C515. Valves shall meet or exceed the and one below the thrust collar. Stainless steel thrust washers are requirements of Underwriters Laboratories Standard UL262 and notÂ acceptable. Factory Mutual Standard 1130. All fasteners are to be 304 stainless steel. Socket head bolts shall The rated working pressure of the valve shall be 250 psi. not be allowed. If only two bolts are used to secure the seal plate, the bolts must be fastened to the bonnet with a drilled and tapped All valve component castings shall originate in the USA. hole in theÂ bonnet. The body, bonnet, wedge and seal plate shall be made of ductile The body, bonnet and seal plate shall be epoxy coated in iron in accordance with ASTM A536. The wedge shall be totally accordance with ANSI/AWWA C550 certified to NSF 61. This encapsulated in rubber. This rubber coating shall be permanently coating shall be on the interior and the exterior of the valve. The bonded to the ductile iron wedge casting and shall meet ASTM manufacturers name, valve size, year of manufacture, pressure D429 tests for rubber to metal bonding. No paint shall be allowed in rating ("250W"), C515 and "DI" shall be cast on the valve. the wedge and the wedge must not be hollow. Containment of the stem nut must only be on two sides, to facilitate easy removal. Each valve shall be tested in accordance with ANSI/AWWA C515, UL262 and FM1130. This shall include hydrostatic pressure testing There shall be three stem seal O-rings; two in the seal plate which at 500 psi. A certification of manufacture and testing shall be shall be replaceable with the valve in the full open position at provided at the municipalityâ€™s request. rated working pressure, and one under the stem thrust collar. All gaskets shall be O-ring seals. O-rings set in a cartridge shall not be All parts of valves to be considered must be manufactured, allowed. A grit seal must be present above the seal plate to prevent assembled and tested in the contiguous USA, and letters of dirt intrusion. certification must accompany any and all products at the request of municipality. Valves are to be open left (OL) or open right (OR). Operating nuts are to be painted black (OL) or painted red (OR). The NRS valves Valves shall be FlowMasterÂ®. shall be provided with a 2" square operating nut (2"-16"). 20" and 24" RW Gate Valves now available! Options Valves can be ordered with: Â· Bevel gear operator Â· Spur gear operator Â· Handwheel Â· 2" AWWA operating nut End Connections Â· MJ x MJ Â· FE x FE Â· MJ x FE Â· MJ x TAP Installation of our 24" Resilient Wedge Gate Valve. 14 ejco.com 800 626 4653 Water Distribution Solutions FlowMasterÂ® Gate Valve FLOWMaSteRÂ® VaLVe DiMenSiOnS anD aVaiLaBLe enD COnneCtiOnS FlowMaster Valve Dimensions and Available End Connections Size a B C D e F G H J K L M n O P Open 2" 10 5/8 3 1/2 8 1/2 3 7/8 5 7/8 10 3" 13 1/8 4 3/4 9 3/4 14 4" 15 4 5/16 9 5/16 5 1/16 2 1/2 10 5/16 4 3/8 11 *5 1/16 10 5/16 9 4 1/8 10 15/16 17 6" 18 9/16 4 9 5 1/4 2 1/2 11 1/4 4 11 1/8 5 1/4 11 1/4 10 1/2 4 3/8 11 3/4 20 8" 22 11/16 5 1/4 10 1/4 5 3/4 2 1/2 11 7/8 5 1/4 13 5 3/4 11 7/8 11 1/2 5 5/8 14 1/8 26 10" 27 6 7/8 11 5/8 6 1/2 3 1/2 13 1/2 6 7/8 15 5/8 6 1/2 13 1/2 13 5 5/8 15 9/16 32 12" 31 1/8 8 13 7 2 1/2 14 3/4 8 16 1/2 7 14 3/4 14 5 5/8 16 11/16 38 16" 39 1/2 14 1/2 21 3/4 8 1/2 3 1/2 19 3/8 10 5/8 21 8 1/2 19 3/8 17 51 20" 48 7/16 11 18 9 3 1/2 18 18 18 62 24" 57 16 23 10 3 1/2 21 1/2 21 1/2 20 74 Note: All dimensions are in inches. * 4" TYTONÂ® x FLANGE is 4 1/2" TYTONÂ® is a registered trademark of U.S. Pipe ejco.com 800 626 4653 15 Red Rubber UNITED Flange Accessory Packs BRAND Class 125 & Class 250 Red Rubber Ring and Full Face Flange 1/8â€ Full Face 1/8â€ Ring Type Size Red Rubber Red Rubber 1â€ FRP-010-* RRP-010-* 1-1/4â€ FRP-012-* RRP-012-* 1-1/2â€ FRP-015-* RRP-015-* 2â€ FRP-020-* RRP-020-* 2-1/2â€ FRP-025-* RRP-025-* 3â€ FRP-030-* RRP-030-* 4â€ FRP-040-* RRP-040-* 5â€ FRP-050-* RRP-050-* Red Rubber Flange Gaskets - Full Face and Ring 6â€ FRP-060-* RRP-060-* Type to ï¬ t ANSI B16.1-Class 125 Flanges. 8â€ FRP-080-* RRP-080-* 10â€ FRP-100-* RRP-100-* Reference Standard: ANSI B16.1 - Flange Dimen- 12â€ FRP-120-* RRP-120-* sions - Class 125 Material Standard: Red Rubber - ASTM D1330, 14â€ FRP-140-* RRP-140-* Grade II, SBR/Durometer 75+/-5 Shore A/Red Color 16â€ FRP-160-* RRP-160-* 18â€ FRP-180-* RRP-180-* Heavy Hex Head Bolts and Nuts 20â€ FRP-200-* RRP-200-* 24â€ FRP-240-* RRP-240-* Reference Standard: Heavy hex head steel bolts to ANSI B18.2.1 with heavy hex steel nuts to ANSI 30â€ FRP-300-* RRP-260-* B18.2.2. Bolts to be threaded to ANSI B1.1 uniï¬ ed 36â€ FRP-360-* RRP-280-* inch screw threads, Class 2A external & Class 2B in- 42â€ FRP-420-* RRP-300-* ternal. 48â€ FRP-480-* RRP-340-* 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 - AASTM F593 Stainless â€œZâ€ for Zinc Plated. Steel 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 NAPAC, Inc. 0113 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 â€¢ www.napacinc.com Seal-Tite Flange Gaskets UNITED ANSI B16.1 - 125# â€¢ ANSI B16.5 - 150# BRAND B.C. I.D. O.D. O.D. I.D. B A B Bolt holes A FULL FACE RING TYPE â€¢ Low Torque Sealing â€¢ Molded one piece gasket â€¢ SBR material -20oF ~ +180oF â€¢ Recommended for water and wastewater DIMENSIONS IN INCHES No. of Bolts Size of Bolt Nominal Part No. Part No. OD OD BC ID AB Holes Holes Size (Full Face) (Ring Type) (Full Face) (Ring Type) (Full Face) (Full Face) (Full Face) 2 FFG-050-150 RG-050-100 2.15 6.00 3.90 .16 .12 4.75 4 .75 251/2 F0FG-065-17 R3G-065-12 20.7 70.0 46.7 .21 .01 54 5.5 .7 3 FFG-080-188 RG-080-132 3.20 7.50 5.15 .16 .12 6.00 4 .75 40F2FG-100-21 R8G-100-16 30.9 80.5 66.3 .21 .01 78 5.5 .7 5 FFG-125-250 RG-125-194 5.07 10.00 7.60 .16 .12 8.50 8 .88 65F8FG-150-27 R1G-150-21 60.0 101.0 86.5 .21 .01 98 8.5 .8 8 FFG-200-340 RG-200-272 8.11 13.50 10.60 .16 .12 11.75 8 .88 100 F8FG-250-40 R6G-250-32 100.0 106.0 162.8 .21 .51 124.2 101.0 12 FFG-300-475 RG-300-378 12.09 19.00 14.75 .16 .12 17.00 12 1.00 154 F5FG-350-52 R2G-350-44 104.1 251.0 167.1 .21 .51 128.7 131.1 16 FFG-400-588 RG-400-510 16.19 23.50 19.90 .16 .12 21.25 16 1.13 158 F2FG-450-62 R5G-450-54 108.2 255.0 261.1 .21 .51 262.7 151.2 20 FFG-500-688 RG-500-606 20.28 27.50 23.60 .16 .12 25.00 20 1.25 204 F7FG-600-80 R4G-600-71 204.3 352.0 267.9 .21 .01 209.5 281.3 30 FFG-750-985 RG-750-875 30.98 38.75 34.50 .18 .14 36.00 28 1.38 356 F0FG-900-116 R4G-900-104 307.1 406.0 481.0 .41 .51 422.7 331.6 Form No. U0100A Note: Design subject to change without notice. NAPAC, Inc. 307 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 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 Joint Restraint Products StargripÂ® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe 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). â€¢ StargripÂ® may also be used on steel pipe* up to 12" (*transition gasket required on 12" and under). For 14" and larger steel applications, contact Star Pipe. 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. JRCAT17.02 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 TECHNICAL INFORMATION 0.75 0.12 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 8.78 8.13 2 4 7 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 9 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 13 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.88 15.62 6 8 23 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 31 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 20.90 10 10 54 16 350 18.50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 60 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 69 20 250 22.70 2.67 21.74 25.50 7/8 28.56 27.00 27.50 14 14 72 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 170 30 250 33.29 3.49 32.17 36.88 1-1/8 40.12 38.62 39.12 20 20 197 36 250 39.59 3.49 38.47 43.75 1-1/8 46.42 44.92 46.00 24 24 242 42 250 45.79 5.15 44.75 50.62 1-3/8 54.86 53.32 53.12 28 28 425 48 250 52.09 5.15 51.05 57.50 1-3/8 61.16 59.62 60.00 32 32 500 *All dimensions in inches except where indicated. Notes: â€¢ StargripsÂ® must be adequately wrapped or protected if they are covered by concrete to ensure that concrete does not enter the wedge pocket. â€¢ For applications exceeding the maximum pressure ratings listed, please contact Star Pipe Products for recommendations (see Tandem StargripÂ® on page 10). â€¢ For applications with vertical offsets, please contact Star Pipe Products for technical assistance. â€¢ For applications on existing pipe, the pipe needs to be structurally sound and the surface needs to be relatively free of any corrosive by-products in order for the wedges to function properly. Please contact Star Pipe Products for technical assistance. â€¢ Sizes 42" & 48" require extra long 1 Â¼" x 8 Â½" T-bolts. JRCAT17.02 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 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 DImENSION AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON JOINT AND mECHANICAL JOINT DUCTILE IRON PIPE Thickness Nominal Wt. of Barrel TytonÂ® Joint Pipe Size In. OD* In. Class Thickness In. Per Ft. â€ Lb. Wt. of Bell Lb. Wt. Per Lgth.â€ Lb. Avg. Wt. Per Ft.â€¡ Lb. 3 52 .28 3.96 9.90 9 205 10.40 3 54 .34 3.96 11.80 9 245 12.20 4 51 .26 4.80 11.30 11 235 11.80 4 52 .29 4.80 12.60 11 265 13.20 4 53 .32 4.80 13.80 11 285 14.40 4 54 .35 4.80 15.00 11 310 15.60 6 50 .25 6.90 16.00 13 300 16.70 6 51 .28 6.90 17.80 13 335 18.50 6 52 .31 6.90 19.60 13 365 20.30 6 53 .34 6.90 21.40 13 400 22.10 6 54 .37 6.90 23.20 13 430 23.90 6 55 .40 6.90 25.00 13 465 25.70 6 56 .43 6.90 26.70 13 490 27.40 8 50 .27 9.05 22.80 20 430 23.90 8 51 .30 9.05 25.20 20 480 26.30 8 52 .33 9.05 27.70 20 525 28.80 8 53 .36 9.05 30.10 20 570 31.20 8 54 .39 9.05 32.50 20 610 33.60 8 55 .42 9.05 34.80 20 650 35.90 8 56 .45 9.05 37.20 20 695 38.30 10 50 .29 11.10 30.10 27 575 31.60 10 51 .32 11.10 33.20 27 630 34.70 10 52 .35 11.10 36.20 27 685 37.70 10 53 .38 11.10 39.20 27 740 40.70 10 54 .41 11.10 42.10 27 790 43.60 10 55 .44 11.10 45.10 27 845 46.60 10 56 .47 11.10 48.00 27 900 49.50 12 50 .31 13.20 38.40 31 735 40.10 12 51 .34 13.20 42.00 31 800 43.70 12 52 .37 13.20 45.60 31 865 47.30 12 53 .40 13.20 49.20 31 930 50.90 12 54 .43 13.20 52.80 31 995 54.50 12 55 .46 13.20 56.30 31 1055 58.00 12 56 .49 13.20 59.90 31 1120 61.60 14 50 .33 15.30 47.50 59 915 50.80 14 51 .36 15.30 51.70 59 990 55.00 14 52 .39 15.30 55.90 59 1065 59.20 14 53 .42 15.30 60.10 59 1140 63.40 14 54 .45 15.30 64.20 59 1215 67.50 ATLANTIC STATES 14 55 .48 15.30 68.40 59 1290 71.70 CAST IRON PIPE CO. 14 56 .51 15.30 72.50 59 1365 75.80 16 50 .34 17.40 55.80 65 1070 59.40 183 Sitgreaves St. 16 51 .37 17.40 60.60 65 1155 64.20 Phillipsburg, NJ 08865 908-454-1161 16 52 .40 17.40 65.40 65 1240 69.00 atlanticstates.com 16 53 .43 17.40 70.10 65 1325 73.70 16 54 .46 17.40 74.90 65 1415 78.50 CLOW WATER 16 55 .49 17.40 79.70 65 1500 83.30 16 56 .52 17.40 84.40 65 1585 88.00 SySTEmS COmPANy 18 50 .35 19.50 64.40 74 1235 68.50 2266 S. 6th St. 18 51 .38 19.50 69.80 74 1330 73.90 Coshocton, OH 43812 18 52 .41 19.50 75.20 74 1430 79.30 740-622-6651 18 53 .44 19.50 80.60 74 1525 84.70 clowwater.com 18 54 .47 19.50 86.00 74 1620 90.10 18 55 .50 19.50 91.30 74 1715 95.40 PACIFIC STATES 18 56 .53 19.50 96.70 74 1815 100.80 CAST IRON PIPE CO. 20 50 .36 21.60 73.50 80 1405 77.90 1401 E 2000 S. 20 51 .39 21.60 79.50 80 1510 83.90 Provo, UT 84603 20 52 .42 21.60 85.50 80 1620 89.90 801-373-6910 20 54 .48 21.60 97.50 80 1835 101.90 NEW JERSEY OHIO pscipco.com UTAH 20 55 .51 21.60 103.40 80 1940 107.80 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 20 56 .54 21.60 109.30 80 2045 113.70 Phillipsburg, NJ 08865 Coshocton, OH 43812CANADA PIPE Provo, UT 84603 24 50 .38 25.80 92.90 101 1775 98.50 908-454-1161 740-622-6651COmPANy ULC 801-373-6910 24 51 .41 25.80 100.10 101 1905 105.70 mcwaneductile.com mcwaneductile.com1757 Burlington St. Emcwaneductile.com 24 52 .44 25.80 107.30 101 2030 112.90 Hamilton, ON L8N-3R5 24 53 .47 25.80 114.40 101 2160 120.00 905-547-3251 24 54 .50 25.80 121.60 101 2290 127.20 canadapipe.com 24 55 .53 25.80 128.80 101 2420 134.40 24 56 .56 25.80 135.90 101 2545 141.50 mCWANE 30** 50 .39 32.00 118.50 170 2305 127.90 CAST IRON PIPE CO. 30** 51 .43 32.00 130.50 170 2520 139.90 CANADA 1201 Vanderbilt Road 30** 52 .47 32.00 142.50 170 2735 151.90 1757 Burlington St. E Birmingham, AL 35234 30** 53 .51 32.00 154.40 170 2950 163.80 Hamilton, ON L8N-3R5 205-322-3521 30** 54 .55 32.00 166.30 170 3165 175.70 905-547-3251 mcwanepipe.com 30** 55 .59 32.00 178.20 170 3380 187.60 canadapipe.com 30** 56 .63 32.00 190.00 170 3590 199.40 36** 50 .43 38.30 156.50 239 3055 169.80 36** 51 .48 38.30 174.50 239 3380 187.80 36** 52 .53 38.30 192.40 239 3700 205.70 NSF 61 ISO 9001 36** 53 .58 38.30 210.30 239 4025 223.60 NSF 61 ISO 9001 36** 54 .63 38.30 228.10 239 4345 241.40 36** 55 .68 38.30 245.90 239 4665 259.20 DIPRADIPRA 36** 56 .73 38.30 263.70 239 4985 277.00 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 Flanged Fittings Ansi/AWWA C110/A21.10 FE COnCEnTRiC & ECCEnTRiC REDuCERs (Conâ€™t) T T T1 nOM. WT T T1 A siZE (lBs.) 20 x 16 0.80 0.70 20.00 390 20 x 18 0.80 0.75 20.00 410 T1 24 x 12 0.89 0.75 24.00 480 24 x 14 0.89 0.66 24.00 490 L L 24 x 16 0.89 0.70 24.00 525 24 x 18 0.89 0.75 24.00 550 FE COnCEnTRiC & ECCEnTRiC REDuCERs 24 x 20 0.89 0.80 24.00 590 ïƒª 30 x 8 1.03 0.60 30.00 700 nOM. WT siZE T T1 A (lBs.) ïƒª 30 x 12 1.03 0.75 30.00 730 ïƒª 30 x 14 1.03 0.66 30.00 745 ïƒª 2 x 1 Â½ 0.31 0.31 5.50 10 ïƒª 30 x 16 1.03 0.70 30.00 770 ïƒª 2 Â½ x 2 0.31 0.31 5.50 14 30 x 18 1.03 0.75 30.00 810 ïƒª 3 x 2 0.48 0.31 6.00 16 30 x 20 1.03 0.80 30.00 870 ïƒª 3 x 2 Â½ 0.48 0.31 6.00 21 30 x 24 1.03 0.89 30.00 970 ïƒª 4 x 2 0.52 0.31 7.00 25 36 x 16 1.15 0.70 36.00 1105 ïƒª 4 x 2 Â½ 0.52 0.31 7.00 28 36 x 20 1.15 0.80 36.00 1230 4 x 3 0.52 0.48 7.00 30 36 x 24 1.15 0.89 36.00 1345 ïƒª 5 x 2 0.50 0.31 8.00 34 36 x 30 1.15 1.03 36.00 1555 ïƒª 5 x 2 Â½ 0.50 0.31 8.00 35 42 x 20 1.28 0.80 42.00 1712 ïƒª 5 x 3 0.50 0.48 8.00 37 42 x 24 1.28 0.89 42.00 1820 ïƒª 5 x 4 0.50 0.50 8.00 41 42 x 30 1.28 1.03 42.00 2060 ïƒª 6 x 1 Â½ 0.55 0.31 9.00 33 42 x 36 1.28 1.15 42.00 2550 ïƒª 6 x 2 0.55 0.31 9.00 35 48 x 30 1.42 1.03 48.00 2625 ïƒª 6 x 2 Â½ 0.55 0.31 9.00 38 48 x 36 1.42 1.15 48.00 2950 6 x 3 0.55 0.48 9.00 40 48 x 42 1.42 1.28 48.00 3320 6 x 4 0.55 0.52 9.00 45 54 x 30 0.90 0.61 32.00 1625 ïƒª 6 x 5 0.55 0.52 9.00 52 54 x 36 0.90 0.66 28.00 1680 ïƒª 8 x 3 0.60 0.48 11.00 60 54 x 42 0.90 0.76 35.00 1800 8 x 4 0.60 0.52 11.00 65 54 x 48 0.90 0.80 18.00 1695 ïƒª 8 x 5 0.60 0.52 11.00 70 60 x 54 0.94 0.90 15.00 2055 8 x 6 0.60 0.55 11.00 75 10 x 3 0.68 0.48 12.00 81 10 x 4 0.68 0.52 12.00 85 Q Q 10 x 6 0.68 0.55 12.00 90 10 x 8 0.68 0.60 12.00 110 12 x 4 0.75 0.52 14.00 120 V I V I ïƒª 12 x 5 0.75 0.50 14.00 126 O O 12 x 6 0.75 0.55 14.00 130 3"-10" 12"-54" 12 x 8 0.75 0.60 14.00 145 ïƒª BlinD FlAngEs 12 x 10 0.75 0.68 14.00 170 14 x 6 0.66 0.55 16.00 155 nOM. WT O q v i 14 x 8 0.66 0.60 16.00 175 siZE (lBs.) 14 x 10 0.66 0.68 16.00 190 3 7.50 0.75 0.69 3.00 9 14 x 12 0.66 0.75 16.00 248 4 9.00 0.94 0.88 4.00 16 16 x 6 0.70 0.55 18.00 190 6 11.00 1.00 0.94 6.00 25 16 x 8 0.70 0.60 18.00 210 8 13.50 1.12 1.06 8.00 42 16 x 10 0.70 0.68 18.00 235 10 16.00 1.19 1.12 10.00 63 16 x 12 0.70 0.75 18.00 265 12 19.00 1.25 0.81 12.00 85 16 x 14 0.70 0.66 18.00 280 14 21.00 1.38 0.88 14.00 120 18 x 8 0.75 0.60 19.00 240 16 23.50 1.44 1.00 16.00 145 18 x 10 0.75 0.68 19.00 265 18 25.00 1.56 1.06 18.00 195 18 x 12 0.75 0.75 19.00 295 20 27.50 1.69 1.12 20.00 245 18 x 14 0.75 0.66 19.00 310 24 32.00 1.88 1.25 24.00 370 18 x 16 0.75 0.70 19.00 340 30 38.75 2.12 1.44 30.00 500 20 x 8 0.80 0.60 20.00 290 36 46.00 2.38 1.62 36.00 960 20 x 10 0.80 0.68 20.00 310 42 53.00 2.62 1.81 42.00 1300 20 x 12 0.80 0.75 20.00 345 48 59.50 2.75 2.00 48.00 1740 20 x 14 0.80 0.66 20.00 355 54 66.25 3.00 2.50 54.00 2600 (Conâ€™t)ïƒ† REV.07 ïƒªnot included in AWWA C110 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 47 Malleable Iron Threaded Fittings 150# & 300# Specifications â€¢ Class 150 branded fittings are UL Listed and FM Approved at 300 psi â€¢ Class 300 branded fittings are UL Listed â€¢ Hot-dipped galvanized fittings are certified to; NSF/ANSI 61-4 and California AB1953 Lead Free â€¢ Canadian Registration Numbers available at www.smithcooper.com â€¢ Malleable castings conform to ASTM A197 â€¢ Hot-dipped galvanized fittings conform to ASTM A153 â€¢ Malleable fitting dimensions conform to ASME B16.3 â€¢ Malleable bushings, plugs and locknuts conform to ASME B16.14 â€¢ Malleable unions conform to ASME B16.39 â€¢ NPT threads on all fittings conform to ASME B1.20.1 â€¢ Independent lab verification that fittings meet applicable chemical & physical properties â€¢ Manufacturing facilities are ISO 9001:2000 and ISO 14001 â€¢ The trademarked fittings are 100% air tested 62 SMITH-COOPER INTERNATIONALÂ® â€¢ TOLL FREE 1-800-766-0076 â€¢ FAX (323) 890-4456 â€¢ www.smithcooper.com FIRE DEPARTMENT CONNECTION Malleable Iron Threaded Fittings 150# & 300# Specifications â€¢ Class 150 branded fittings are UL Listed and FM Approved at 300 psi â€¢ Class 300 branded fittings are UL Listed â€¢ Hot-dipped galvanized fittings are certified to; NSF/ANSI 61-4 and California AB1953 Lead Free â€¢ Canadian Registration Numbers available at www.smithcooper.com â€¢ Malleable castings conform to ASTM A197 â€¢ Hot-dipped galvanized fittings conform to ASTM A153 â€¢ Malleable fitting dimensions conform to ASME B16.3 â€¢ Malleable bushings, plugs and locknuts conform to ASME B16.14 â€¢ Malleable unions conform to ASME B16.39 â€¢ NPT threads on all fittings conform to ASME B1.20.1 â€¢ Independent lab verification that fittings meet applicable chemical & physical properties â€¢ Manufacturing facilities are ISO 9001:2000 and ISO 14001 â€¢ The trademarked fittings are 100% air tested 62 SMITH-COOPER INTERNATIONALÂ® â€¢ TOLL FREE 1-800-766-0076 â€¢ FAX (323) 890-4456 â€¢ www.smithcooper.com Utility Pipe Fittings and Accessories Flanged Fittings Ansi/AWWA C110/A21.10 FE COnCEnTRiC & ECCEnTRiC REDuCERs (Conâ€™t) T T T1 nOM. WT T T1 A siZE (lBs.) 20 x 16 0.80 0.70 20.00 390 20 x 18 0.80 0.75 20.00 410 T1 24 x 12 0.89 0.75 24.00 480 24 x 14 0.89 0.66 24.00 490 L L 24 x 16 0.89 0.70 24.00 525 24 x 18 0.89 0.75 24.00 550 FE COnCEnTRiC & ECCEnTRiC REDuCERs 24 x 20 0.89 0.80 24.00 590 ïƒª 30 x 8 1.03 0.60 30.00 700 nOM. WT siZE T T1 A (lBs.) ïƒª 30 x 12 1.03 0.75 30.00 730 ïƒª 30 x 14 1.03 0.66 30.00 745 ïƒª 2 x 1 Â½ 0.31 0.31 5.50 10 ïƒª 30 x 16 1.03 0.70 30.00 770 ïƒª 2 Â½ x 2 0.31 0.31 5.50 14 30 x 18 1.03 0.75 30.00 810 ïƒª 3 x 2 0.48 0.31 6.00 16 30 x 20 1.03 0.80 30.00 870 ïƒª 3 x 2 Â½ 0.48 0.31 6.00 21 30 x 24 1.03 0.89 30.00 970 ïƒª 4 x 2 0.52 0.31 7.00 25 36 x 16 1.15 0.70 36.00 1105 ïƒª 4 x 2 Â½ 0.52 0.31 7.00 28 36 x 20 1.15 0.80 36.00 1230 4 x 3 0.52 0.48 7.00 30 36 x 24 1.15 0.89 36.00 1345 ïƒª 5 x 2 0.50 0.31 8.00 34 36 x 30 1.15 1.03 36.00 1555 ïƒª 5 x 2 Â½ 0.50 0.31 8.00 35 42 x 20 1.28 0.80 42.00 1712 ïƒª 5 x 3 0.50 0.48 8.00 37 42 x 24 1.28 0.89 42.00 1820 ïƒª 5 x 4 0.50 0.50 8.00 41 42 x 30 1.28 1.03 42.00 2060 ïƒª 6 x 1 Â½ 0.55 0.31 9.00 33 42 x 36 1.28 1.15 42.00 2550 ïƒª 6 x 2 0.55 0.31 9.00 35 48 x 30 1.42 1.03 48.00 2625 ïƒª 6 x 2 Â½ 0.55 0.31 9.00 38 48 x 36 1.42 1.15 48.00 2950 6 x 3 0.55 0.48 9.00 40 48 x 42 1.42 1.28 48.00 3320 6 x 4 0.55 0.52 9.00 45 54 x 30 0.90 0.61 32.00 1625 ïƒª 6 x 5 0.55 0.52 9.00 52 54 x 36 0.90 0.66 28.00 1680 ïƒª 8 x 3 0.60 0.48 11.00 60 54 x 42 0.90 0.76 35.00 1800 8 x 4 0.60 0.52 11.00 65 54 x 48 0.90 0.80 18.00 1695 ïƒª 8 x 5 0.60 0.52 11.00 70 60 x 54 0.94 0.90 15.00 2055 8 x 6 0.60 0.55 11.00 75 10 x 3 0.68 0.48 12.00 81 10 x 4 0.68 0.52 12.00 85 Q Q 10 x 6 0.68 0.55 12.00 90 10 x 8 0.68 0.60 12.00 110 12 x 4 0.75 0.52 14.00 120 V I V I ïƒª 12 x 5 0.75 0.50 14.00 126 O O 12 x 6 0.75 0.55 14.00 130 3"-10" 12"-54" 12 x 8 0.75 0.60 14.00 145 ïƒª BlinD FlAngEs 12 x 10 0.75 0.68 14.00 170 14 x 6 0.66 0.55 16.00 155 nOM. WT O q v i 14 x 8 0.66 0.60 16.00 175 siZE (lBs.) 14 x 10 0.66 0.68 16.00 190 3 7.50 0.75 0.69 3.00 9 14 x 12 0.66 0.75 16.00 248 4 9.00 0.94 0.88 4.00 16 16 x 6 0.70 0.55 18.00 190 6 11.00 1.00 0.94 6.00 25 16 x 8 0.70 0.60 18.00 210 8 13.50 1.12 1.06 8.00 42 16 x 10 0.70 0.68 18.00 235 10 16.00 1.19 1.12 10.00 63 16 x 12 0.70 0.75 18.00 265 12 19.00 1.25 0.81 12.00 85 16 x 14 0.70 0.66 18.00 280 14 21.00 1.38 0.88 14.00 120 18 x 8 0.75 0.60 19.00 240 16 23.50 1.44 1.00 16.00 145 18 x 10 0.75 0.68 19.00 265 18 25.00 1.56 1.06 18.00 195 18 x 12 0.75 0.75 19.00 295 20 27.50 1.69 1.12 20.00 245 18 x 14 0.75 0.66 19.00 310 24 32.00 1.88 1.25 24.00 370 18 x 16 0.75 0.70 19.00 340 30 38.75 2.12 1.44 30.00 500 20 x 8 0.80 0.60 20.00 290 36 46.00 2.38 1.62 36.00 960 20 x 10 0.80 0.68 20.00 310 42 53.00 2.62 1.81 42.00 1300 20 x 12 0.80 0.75 20.00 345 48 59.50 2.75 2.00 48.00 1740 20 x 14 0.80 0.66 20.00 355 54 66.25 3.00 2.50 54.00 2600 (Conâ€™t)ïƒ† REV.07 ïƒªnot included in AWWA C110 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 47 Red Rubber UNITED Flange Accessory Packs BRAND Class 125 & Class 250 Red Rubber Ring and Full Face Flange 1/8â€ Full Face 1/8â€ Ring Type Size Red Rubber Red Rubber 1â€ FRP-010-* RRP-010-* 1-1/4â€ FRP-012-* RRP-012-* 1-1/2â€ FRP-015-* RRP-015-* 2â€ FRP-020-* RRP-020-* 2-1/2â€ FRP-025-* RRP-025-* 3â€ FRP-030-* RRP-030-* 4â€ FRP-040-* RRP-040-* 5â€ FRP-050-* RRP-050-* Red Rubber Flange Gaskets - Full Face and Ring 6â€ FRP-060-* RRP-060-* Type to ï¬ t ANSI B16.1-Class 125 Flanges. 8â€ FRP-080-* RRP-080-* 10â€ FRP-100-* RRP-100-* Reference Standard: ANSI B16.1 - Flange Dimen- 12â€ FRP-120-* RRP-120-* sions - Class 125 Material Standard: Red Rubber - ASTM D1330, 14â€ FRP-140-* RRP-140-* Grade II, SBR/Durometer 75+/-5 Shore A/Red Color 16â€ FRP-160-* RRP-160-* 18â€ FRP-180-* RRP-180-* Heavy Hex Head Bolts and Nuts 20â€ FRP-200-* RRP-200-* 24â€ FRP-240-* RRP-240-* Reference Standard: Heavy hex head steel bolts to ANSI B18.2.1 with heavy hex steel nuts to ANSI 30â€ FRP-300-* RRP-260-* B18.2.2. Bolts to be threaded to ANSI B1.1 uniï¬ ed 36â€ FRP-360-* RRP-280-* inch screw threads, Class 2A external & Class 2B in- 42â€ FRP-420-* RRP-300-* ternal. 48â€ FRP-480-* RRP-340-* 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 - AASTM F593 Stainless â€œZâ€ for Zinc Plated. Steel 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 NAPAC, Inc. 0113 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 â€¢ www.napacinc.com Seal-Tite Flange Gaskets UNITED ANSI B16.1 - 125# â€¢ ANSI B16.5 - 150# BRAND B.C. I.D. O.D. O.D. I.D. B A B Bolt holes A FULL FACE RING TYPE â€¢ Low Torque Sealing â€¢ Molded one piece gasket â€¢ SBR material -20oF ~ +180oF â€¢ Recommended for water and wastewater DIMENSIONS IN INCHES No. of Bolts Size of Bolt Nominal Part No. Part No. OD OD BC ID AB Holes Holes Size (Full Face) (Ring Type) (Full Face) (Ring Type) (Full Face) (Full Face) (Full Face) 2 FFG-050-150 RG-050-100 2.15 6.00 3.90 .16 .12 4.75 4 .75 251/2 F0FG-065-17 R3G-065-12 20.7 70.0 46.7 .21 .01 54 5.5 .7 3 FFG-080-188 RG-080-132 3.20 7.50 5.15 .16 .12 6.00 4 .75 40F2FG-100-21 R8G-100-16 30.9 80.5 66.3 .21 .01 78 5.5 .7 5 FFG-125-250 RG-125-194 5.07 10.00 7.60 .16 .12 8.50 8 .88 65F8FG-150-27 R1G-150-21 60.0 101.0 86.5 .21 .01 98 8.5 .8 8 FFG-200-340 RG-200-272 8.11 13.50 10.60 .16 .12 11.75 8 .88 100 F8FG-250-40 R6G-250-32 100.0 106.0 162.8 .21 .51 124.2 101.0 12 FFG-300-475 RG-300-378 12.09 19.00 14.75 .16 .12 17.00 12 1.00 154 F5FG-350-52 R2G-350-44 104.1 251.0 167.1 .21 .51 128.7 131.1 16 FFG-400-588 RG-400-510 16.19 23.50 19.90 .16 .12 21.25 16 1.13 158 F2FG-450-62 R5G-450-54 108.2 255.0 261.1 .21 .51 262.7 151.2 20 FFG-500-688 RG-500-606 20.28 27.50 23.60 .16 .12 25.00 20 1.25 204 F7FG-600-80 R4G-600-71 204.3 352.0 267.9 .21 .01 209.5 281.3 30 FFG-750-985 RG-750-875 30.98 38.75 34.50 .18 .14 36.00 28 1.38 356 F0FG-900-116 R4G-900-104 307.1 406.0 481.0 .41 .51 422.7 331.6 Form No. U0100A Note: Design subject to change without notice. NAPAC, Inc. 307 229 Southbridge Street, Worcester, MA 01608 U.S.A. Tel: (800) 807-2215 â€¢ Fax: (800) 807-2214 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 Joint Restraint Products StargripÂ® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe 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). â€¢ StargripÂ® may also be used on steel pipe* up to 12" (*transition gasket required on 12" and under). For 14" and larger steel applications, contact Star Pipe. 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. JRCAT17.02 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 TECHNICAL INFORMATION 0.75 0.12 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 8.78 8.13 2 4 7 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 9 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 13 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.88 15.62 6 8 23 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 31 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 20.90 10 10 54 16 350 18.50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 60 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 69 20 250 22.70 2.67 21.74 25.50 7/8 28.56 27.00 27.50 14 14 72 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 170 30 250 33.29 3.49 32.17 36.88 1-1/8 40.12 38.62 39.12 20 20 197 36 250 39.59 3.49 38.47 43.75 1-1/8 46.42 44.92 46.00 24 24 242 42 250 45.79 5.15 44.75 50.62 1-3/8 54.86 53.32 53.12 28 28 425 48 250 52.09 5.15 51.05 57.50 1-3/8 61.16 59.62 60.00 32 32 500 *All dimensions in inches except where indicated. Notes: â€¢ StargripsÂ® must be adequately wrapped or protected if they are covered by concrete to ensure that concrete does not enter the wedge pocket. â€¢ For applications exceeding the maximum pressure ratings listed, please contact Star Pipe Products for recommendations (see Tandem StargripÂ® on page 10). â€¢ For applications with vertical offsets, please contact Star Pipe Products for technical assistance. â€¢ For applications on existing pipe, the pipe needs to be structurally sound and the surface needs to be relatively free of any corrosive by-products in order for the wedges to function properly. Please contact Star Pipe Products for technical assistance. â€¢ Sizes 42" & 48" require extra long 1 Â¼" x 8 Â½" T-bolts. JRCAT17.02 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 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 DImENSION AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON JOINT AND mECHANICAL JOINT DUCTILE IRON PIPE Thickness Nominal Wt. of Barrel TytonÂ® Joint Pipe Size In. OD* In. Class Thickness In. Per Ft. â€ Lb. Wt. of Bell Lb. Wt. Per Lgth.â€ Lb. Avg. Wt. Per Ft.â€¡ Lb. 3 52 .28 3.96 9.90 9 205 10.40 3 54 .34 3.96 11.80 9 245 12.20 4 51 .26 4.80 11.30 11 235 11.80 4 52 .29 4.80 12.60 11 265 13.20 4 53 .32 4.80 13.80 11 285 14.40 4 54 .35 4.80 15.00 11 310 15.60 6 50 .25 6.90 16.00 13 300 16.70 6 51 .28 6.90 17.80 13 335 18.50 6 52 .31 6.90 19.60 13 365 20.30 6 53 .34 6.90 21.40 13 400 22.10 6 54 .37 6.90 23.20 13 430 23.90 6 55 .40 6.90 25.00 13 465 25.70 6 56 .43 6.90 26.70 13 490 27.40 8 50 .27 9.05 22.80 20 430 23.90 8 51 .30 9.05 25.20 20 480 26.30 8 52 .33 9.05 27.70 20 525 28.80 8 53 .36 9.05 30.10 20 570 31.20 8 54 .39 9.05 32.50 20 610 33.60 8 55 .42 9.05 34.80 20 650 35.90 8 56 .45 9.05 37.20 20 695 38.30 10 50 .29 11.10 30.10 27 575 31.60 10 51 .32 11.10 33.20 27 630 34.70 10 52 .35 11.10 36.20 27 685 37.70 10 53 .38 11.10 39.20 27 740 40.70 10 54 .41 11.10 42.10 27 790 43.60 10 55 .44 11.10 45.10 27 845 46.60 10 56 .47 11.10 48.00 27 900 49.50 12 50 .31 13.20 38.40 31 735 40.10 12 51 .34 13.20 42.00 31 800 43.70 12 52 .37 13.20 45.60 31 865 47.30 12 53 .40 13.20 49.20 31 930 50.90 12 54 .43 13.20 52.80 31 995 54.50 12 55 .46 13.20 56.30 31 1055 58.00 12 56 .49 13.20 59.90 31 1120 61.60 14 50 .33 15.30 47.50 59 915 50.80 14 51 .36 15.30 51.70 59 990 55.00 14 52 .39 15.30 55.90 59 1065 59.20 14 53 .42 15.30 60.10 59 1140 63.40 14 54 .45 15.30 64.20 59 1215 67.50 ATLANTIC STATES 14 55 .48 15.30 68.40 59 1290 71.70 CAST IRON PIPE CO. 14 56 .51 15.30 72.50 59 1365 75.80 16 50 .34 17.40 55.80 65 1070 59.40 183 Sitgreaves St. 16 51 .37 17.40 60.60 65 1155 64.20 Phillipsburg, NJ 08865 908-454-1161 16 52 .40 17.40 65.40 65 1240 69.00 atlanticstates.com 16 53 .43 17.40 70.10 65 1325 73.70 16 54 .46 17.40 74.90 65 1415 78.50 CLOW WATER 16 55 .49 17.40 79.70 65 1500 83.30 16 56 .52 17.40 84.40 65 1585 88.00 SySTEmS COmPANy 18 50 .35 19.50 64.40 74 1235 68.50 2266 S. 6th St. 18 51 .38 19.50 69.80 74 1330 73.90 Coshocton, OH 43812 18 52 .41 19.50 75.20 74 1430 79.30 740-622-6651 18 53 .44 19.50 80.60 74 1525 84.70 clowwater.com 18 54 .47 19.50 86.00 74 1620 90.10 18 55 .50 19.50 91.30 74 1715 95.40 PACIFIC STATES 18 56 .53 19.50 96.70 74 1815 100.80 CAST IRON PIPE CO. 20 50 .36 21.60 73.50 80 1405 77.90 1401 E 2000 S. 20 51 .39 21.60 79.50 80 1510 83.90 Provo, UT 84603 20 52 .42 21.60 85.50 80 1620 89.90 801-373-6910 20 54 .48 21.60 97.50 80 1835 101.90 NEW JERSEY OHIO pscipco.com UTAH 20 55 .51 21.60 103.40 80 1940 107.80 183 Sitgreaves St. 2266 S. 6th St. 1401 E 2000 S. 20 56 .54 21.60 109.30 80 2045 113.70 Phillipsburg, NJ 08865 Coshocton, OH 43812CANADA PIPE Provo, UT 84603 24 50 .38 25.80 92.90 101 1775 98.50 908-454-1161 740-622-6651COmPANy ULC 801-373-6910 24 51 .41 25.80 100.10 101 1905 105.70 mcwaneductile.com mcwaneductile.com1757 Burlington St. Emcwaneductile.com 24 52 .44 25.80 107.30 101 2030 112.90 Hamilton, ON L8N-3R5 24 53 .47 25.80 114.40 101 2160 120.00 905-547-3251 24 54 .50 25.80 121.60 101 2290 127.20 canadapipe.com 24 55 .53 25.80 128.80 101 2420 134.40 24 56 .56 25.80 135.90 101 2545 141.50 mCWANE 30** 50 .39 32.00 118.50 170 2305 127.90 CAST IRON PIPE CO. 30** 51 .43 32.00 130.50 170 2520 139.90 CANADA 1201 Vanderbilt Road 30** 52 .47 32.00 142.50 170 2735 151.90 1757 Burlington St. E Birmingham, AL 35234 30** 53 .51 32.00 154.40 170 2950 163.80 Hamilton, ON L8N-3R5 205-322-3521 30** 54 .55 32.00 166.30 170 3165 175.70 905-547-3251 mcwanepipe.com 30** 55 .59 32.00 178.20 170 3380 187.60 canadapipe.com 30** 56 .63 32.00 190.00 170 3590 199.40 36** 50 .43 38.30 156.50 239 3055 169.80 36** 51 .48 38.30 174.50 239 3380 187.80 36** 52 .53 38.30 192.40 239 3700 205.70 NSF 61 ISO 9001 36** 53 .58 38.30 210.30 239 4025 223.60 NSF 61 ISO 9001 36** 54 .63 38.30 228.10 239 4345 241.40 36** 55 .68 38.30 245.90 239 4665 259.20 DIPRADIPRA 36** 56 .73 38.30 263.70 239 4985 277.00 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 Fabricators, Inc. CERTIFICATE OF COMPLIANCE DATE: TO: STEEL SPOOLS WILL BE MANUFACTURED AS FOLLOWS: We hereby certify materials furnished by Fast Fabricatorâ€™s Portland either for stock or for direct shipment to your customer, are manufactured in accordance with the following AWWA and ANSI standards, and meet or exceed the requirements and recommendations therein. PIPE ASTM A53 ERW STANDARD WALL IMPORT FLANGES ASTM A105 150lb. LINING Galvanized in accordance with ASTM A-123/A 123/M-02a or ASTM A 153/A 153M-03 COATING Galvanized in accordance with ASTM A-123/A 123/M-02a or ASTM A 153/A 153M-03 WALL COLLARS Steel rated for thrust load developed at 250 psi for a minimum safety factor of 2. per NAPF 700-2 Fast Fabricators Inc Branch Manager Kathy Olsen 150# Malleable Fittings â€¢ Spec Sheet THAILAND â€¢ Black & Galvanized â€¢ Meets or exceeds all applicable ASTM and ANSI standards â€¢ Stocked from 1/8" through 6" diameters â€¢ 100% pressure tested before leaving the factory â€¢ UL and FM approved 150# Malleable Fittings â€¢ Spec Sheet THAILAND SUBMITTAL INFORMATION Iron Service Saddles For C900 PVC - (FC101-xxx-TAP style) FC101 EPOXY COATED SINGLE BAND IRON SERVICE SADDLES FOR C900 PVC Finish: Epoxy Coating Coated Stainless Steel Nuts Nylon Washers (both sides) EPDM Gasket Closed Lug Stainless Steel Bolts Stainless Steel Washer Stainless Steel Band (open lug side) N. P O.D. A. C 3 S S R W. L. N I() 4" 4.80 3.0 *FC101-480-TAP 6" 6.90 3.6 *FC101-690-TAP 8" 9.05 4.3 *FC101-905-TAP 10" 11.10 4.8 FC101-1110-TAP 12" 13.20 6.7 FC101-1320-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 3 S I() T C N 3 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 FEATURES â€¢ Body made of high strength ductile iron per ASTM A536 â€¢ Wide band and 5/8" UNC threaded bolts of 18-8 type 304 stainless steel â€¢ These saddles conform to the design and sizing requirements held by the Uni-Bell Handbook and the AWWA manual M23 for use on PVC pipe â€¢ Gasket is EPDM rubber, ASTM D2000 â€¢ Finish on saddle body is fusion-bonded epoxy coating â€¢ UL Classified to ANSI/NSF 61 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. 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 07/27/17 Technical Specifications No-Lead Brass Fittings & Valves GENERAL All brass valves and fittings for service lines shall be provided under this contract. PRODUCT a. All fittings and valves shall be manufactured in accordance with AWWA Standard C-800, latest revision, and as further specified in these technical specifications. a.i Exception: Any brass part of the fitting or valve in contact with potable water shall be made of a â€œNo-Lead Brassâ€, defined for this specification as UNS Copper Alloy No. C89520 or C89833 in accordance with the chemical and mechanical requirements of ASTM B584 and AWWA C-800. This â€œNo-Lead Brassâ€ alloy shall not contain more than nine one hundredths of one percent (0.09% or less) total lead content by weight. a.ii Any Brass part of the fitting or valve not in contact with potable water shall be made of 85-5-5- 5 brass as defined for this specification as UNS Copper Alloy C83600 per ASTM B62, ASTM B584 and AWWA C-800. b. All brass fittings and valves shall be certified by an ANSI accredited test lab per NSF/ANSI Standard 61, Drinking Water Components â€“ Health Effects, Section 8 or NSF/ANSI Standard 372, Drinking Water System Components â€“ Lead Content. Proof of certification is required. c. Brass fittings and valves shall comply with the United States Of America Safe Drinking Water Act, and the U.S. Environmental Protection Agency. d. All brass fittings and valves shall have the manufacturers name or trademark permanently stamped or cast on it. Another marking identifying the â€œno leadâ€ brass alloy, e.g., â€˜NLâ€™, shall be cast or permanently stamped on the fitting or valve. QUALITY CONTROL AND TESTING If requested, an affidavit certifying compliance with these standards and specifications shall be signed and submitted by the manufacturing firmâ€™s Quality Assurance or Engineering Manager. MANUFACTURER The brass fittings and valves shall be produced by a manufacturer in the United States of America or Canada. 800.292.2737 | FAX 800.832.9296 | sales@aymcdonald.com | noleadbrass.com 02/13 Brass Ball Drip Valve Description The solid brass* ball drip is a â€œballâ€ type check valve. When properly installed, the internal ball rests in the lower most area of the valve body allowing for proper drainage of moisture accumulation. Upon system pressurization, the internal ball is â€œpushedâ€ into the small end of the ball drip body Speciï¬ cations closing the opening. When system pressure is removed, the ball returns to its original position. One of the most common Type: uses is on the dry side of the Fire Department Connection Straight Pattern valve. This use helps keep moisture from accumulating inside Material: the Fire Department Connection. Designed for horizontal Body: Brass* installation only. Ball: Brass* Standard Finishes: Installation Rough Brass* Proper installation of the hand tight. Finish tightening brass ball drip can be accom- with a pipe wrench up to one Adjustment Range: plished with standard piping full turn. Do not over tighten. Â¼â€ x Â½â€ MNPT Â½â€ x Â½â€ MNPT installation tools. Make sure Over tightening may dam- Â¾â€ x Â¾â€ MNPT the threads are clean and free age threads and ball drip. from burs and debris. Apply a Finish piping to allow for thread sealant suitable for the proper drainage. Valve opens materials being joined such as by force of gravity only. PipeFit, PipeFit AS or PTFE Do not use with more than tape. When using a paste type 1 ft. column of water (water sealant, make sure to brush pressure) on the ball check. the sealant deep into the root Use only in the horizontal of the threads. Thread the position. ball drip into female threads *Contains lead. Not for use in water sys- tems intended for human consumption. Fire Protection Products, Inc 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011-1541 Â©2008-2009 Fire Protection Products, Inc (FPPI) For questions: 1 800 344-1822 â€¢ 1 800 344-3775 fax â€¢ www.fppi.com WATER SERVICE Utility Pipe Fittings and Accessories Compact MJ Fittings ANSI/AWWA C153/A21.53 MJ x MJ TEES (Conâ€™t) MJ x MJ TEES (Conâ€™t) NOM. WT NOM. WT T T1 H J T T1 H J SIZE (LBS.) SIZE (LBS.) 12 x 6 0.42 0.36 5.00 8.75 110 36 x 8 0.74 0.38 9.00 23.50 1095 12 x 8 0.42 0.38 6.50 8.75 125 36 x 10 0.74 0.40 9.00 23.50 1024 12 x 10 0.42 0.40 7.50 8.75 140 36 x 12 0.74 0.42 10.00 23.50 1072 12 x 12 0.42 0.42 8.75 8.75 160 36 x 14 0.74 0.47 11.00 23.50 1135 14 x 6 0.47 0.36 6.50 10.50 182 36 x 16 0.74 0.50 12.50 23.50 1210 14 x 8 0.47 0.38 7.50 10.50 190 36 x 18 0.74 0.54 13.00 23.50 1251 14 x 10 0.47 0.40 8.50 10.50 206 36 x 20 0.74 0.57 15.00 23.50 1350 14 x 12 0.47 0.42 9.50 10.50 221 36 x 24 0.74 0.61 16.00 23.50 1550 14 x 14 0.47 0.47 10.50 10.50 251 36 x 30 0.74 0.66 20.00 23.50 1986 16 x 6 0.50 0.36 6.50 11.50 218 36 x 36 0.74 0.74 23.50 23.50 2072 16 x 8 0.50 0.38 7.50 11.50 223 42 x 6 0.82 0.36 9.00 27.50 1366 16 x 10 0.50 0.40 8.50 11.50 264 42 x 8 0.82 0.38 9.00 27.50 1369 16 x 12 0.50 0.42 9.50 11.50 280 42 x 12 0.82 0.42 14.00 27.50 1885 16 x 14 0.50 0.47 10.50 11.50 316 42 x 16 0.82 0.50 13.00 27.50 1929 16 x 16 0.50 0.50 11.50 11.50 322 42 x 18 0.82 0.54 16.00 27.50 2072 18 x 6 0.54 0.36 6.50 12.50 275 42 x 20 0.82 0.57 18.00 27.50 1947 18 x 8 0.54 0.38 7.50 12.50 295 42 x 24 0.82 0.61 20.00 27.50 2270 18 x 10 0.54 0.40 8.50 12.50 315 42 x 30 0.82 0.66 22.00 29.50 2608 18 x 12 0.54 0.42 9.50 12.50 335 42 x 36 0.82 0.74 30.00 30.00 3000 18 x 14 0.54 0.47 10.50 12.50 380 42 x 42 0.82 0.82 30.00 30.00 3175 18 x 16 0.54 0.50 11.50 12.50 405 48 x 6 0.90 0.36 10.00 32.00 1949 18 x 18 0.54 0.54 12.50 12.50 435 48 x 12 0.90 0.42 14.00 32.00 2535 20 x 4 0.57 0.34 5.50 14.00 295 48 x 16 0.90 0.50 13.00 32.00 2657 20 x 6 0.57 0.36 6.50 14.00 315 48 x 18 0.90 0.54 16.00 32.00 2293 20 x 8 0.57 0.38 8.00 14.00 345 48 x 24 0.90 0.61 23.00 32.00 2870 20 x 10 0.57 0.40 9.00 14.00 370 48 x 30 0.90 0.66 23.00 32.00 3050 20 x 12 0.57 0.42 10.00 14.00 395 48 x 36 0.90 0.74 33.50 32.25 3900 20 x 14 0.57 0.47 11.00 14.00 440 48 x 42 0.90 0.82 33.50 33.50 4100 20 x 16 0.57 0.50 12.00 14.00 465 48 x 48 0.90 0.90 33.50 33.50 4250 20 x 18 0.57 0.54 13.00 14.00 505 20 x 20 0.57 0.57 14.00 14.00 535 24 x 4 0.61 0.34 6.00 16.00 398 24 x 6 0.61 0.36 7.00 16.00 415 24 x 8 0.61 0.38 8.00 16.00 445 24 x 10 0.61 0.40 9.00 16.00 470 24 x 12 0.61 0.42 10.00 16.00 500 24 x 14 0.61 0.47 11.00 16.00 550 L L 24 x 16 0.61 0.50 12.00 16.00 580 24 x 18 0.61 0.54 13.00 16.00 625 24 x 20 0.61 0.57 14.00 16.00 660 24 x 24 0.61 0.61 16.00 16.00 720 T T 30 x 6 0.66 0.36 8.00 20.00 685 30 x 8 0.66 0.38 8.50 20.00 739 MJ x MJ TAPPED TEES / CROSSES (2" TAP) 30 x 10 0.66 0.40 10.00 20.00 760 NOM. MAX WT T L 30 x 12 0.66 0.42 10.00 20.00 830 SIZE TAP (LBS.) 30 x 14 0.66 0.47 11.00 20.00 880 3 0.33 6.00 2 Â½ 18 30 x 16 0.66 0.50 12.50 20.00 878 4 0.34 6.00 3 25 30 x 18 0.66 0.54 14.00 20.00 1039 6 0.36 6.00 3 42 30 x 20 0.66 0.57 15.00 20.00 1000 8 0.38 6.00 3 55 30 x 24 0.66 0.61 21.00 22.00 1389 10 0.40 6.00 3 70 30 x 30 0.66 0.66 20.00 20.00 1323 12 0.42 6.00 3 85 36 x 4 0.74 0.34 7.00 23.50 924 16 0.50 6.00 3 164 36 x 6 0.74 0.36 8.00 23.50 1045 24 0.61 8.00 3 325 (Conâ€™t)ïƒ† Threads in Accordance with ANSI/ASME B1.20.1 UCAT.15.01 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 6 Joint Restraint Products StargripÂ® series 3000 Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe 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). â€¢ StargripÂ® may also be used on steel pipe* up to 12" (*transition gasket required on 12" and under). For 14" and larger steel applications, contact Star Pipe. 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. JRCAT17.02 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 TECHNICAL INFORMATION 0.75 0.12 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 8.78 8.13 2 4 7 4 350 5.92 2.40 4.90 7.50 7/8 11.06 9.62 9.12 2 4 9 6 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11.12 3 6 13 8 350 10.17 2.51 9.15 11.75 7/8 15.25 13.84 13.37 4 6 17 10 350 12.22 2.51 11.20 14.00 7/8 17.25 15.88 15.62 6 8 23 12 350 14.32 2.51 13.30 16.25 7/8 19.50 17.98 17.88 8 8 31 14 350 16.40 2.91 15.44 18.75 7/8 21.25 20.12 20.90 10 10 54 16 350 18.50 2.91 17.54 21.00 7/8 23.34 22.22 23.00 12 12 60 18 250 20.60 2.91 19.64 23.25 7/8 26.40 24.90 25.25 12 12 69 20 250 22.70 2.67 21.74 25.50 7/8 28.56 27.00 27.50 14 14 72 24 250 26.90 3.50 25.94 30.00 7/8 33.86 32.34 31.54 16 16 170 30 250 33.29 3.49 32.17 36.88 1-1/8 40.12 38.62 39.12 20 20 197 36 250 39.59 3.49 38.47 43.75 1-1/8 46.42 44.92 46.00 24 24 242 42 250 45.79 5.15 44.75 50.62 1-3/8 54.86 53.32 53.12 28 28 425 48 250 52.09 5.15 51.05 57.50 1-3/8 61.16 59.62 60.00 32 32 500 *All dimensions in inches except where indicated. Notes: â€¢ StargripsÂ® must be adequately wrapped or protected if they are covered by concrete to ensure that concrete does not enter the wedge pocket. â€¢ For applications exceeding the maximum pressure ratings listed, please contact Star Pipe Products for recommendations (see Tandem StargripÂ® on page 10). â€¢ For applications with vertical offsets, please contact Star Pipe Products for technical assistance. â€¢ For applications on existing pipe, the pipe needs to be structurally sound and the surface needs to be relatively free of any corrosive by-products in order for the wedges to function properly. Please contact Star Pipe Products for technical assistance. â€¢ Sizes 42" & 48" require extra long 1 Â¼" x 8 Â½" T-bolts. JRCAT17.02 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 SUBMITTAL INFORMATION Ballcorp Corporation Stops - (FB1100-xx-Q-NL style) MALE IRON PIPE THREAD INLET BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET Molded EPDM rubber seat with reinforcing ring supports the ball Body Outlet Threads Solid one piece tee-head and stem Dual EPDM O-rings in the stem Quick Joint Nut EPDM O-Ring Male Iron Pipe Threads Stainless Steel Gripper Inlet Outlet Molded Buna-N Spring Tip Gasket provides Hydraulic Seal External Nut Stop Length Image shown above is an FB1100-4-Q-NL. Fluorocarbon-coated brass ball OUTLET VALVE BODY OUTLET APPROX. PART âœ“ SUBMITTED VALVE SIZE INLET SIZE SIZE LENGTH THREADS WT. LBS NUMBER ITEM(S) 3/4" 3/4" 3/4" 4-19/64" 3/4" Flare Copper 1.8 FB1100-3-Q-NL 1" 1" 1" 4-13/64" 1" Flare Copper 2.7 FB1100-4-Q-NL 1-1/2" 1-1/2" 1-1/2" 5-11/16" 1-1/2" Special Thread 4.9 FB1100-6-Q-NL 2" 2" 2" 7-1/32" 2" Special Thread 7.9 FB1100-7-Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. * 1-1/4" Quick Joint has EPDM spring tip gasket. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Ends are integral or secured with adhesive to prevent unintentional disassembly â€¢ 300 PSI working pressure 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. 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 03/30/16 SUBMITTAL INFORMATION Stainless Steel Inserts - (Insert-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) Dimple Flange 70 Series For Polyethylene Pipe (PEP) CATALOG NOMINAL PEP APPROX. STD. âœ” SUBMITTED NUMBER SIZE ID WT. LBS.* PKG. QTY. ITEM(S) INSERT-71 3/4" 0.824 4.4 100 ** INSERT-53-72 1" 1.049 2.9 50 â™¦** INSERT-53-72-Q 1" 1.049 2.9 50 INSERT-73 1-1/4" 1.380 5.8 75 INSERT-74 1-1/2" 1.610 5.5 45 INSERT-75 2" 2.067 9.7 50 50 series For Polyethylene Tubing (PET) CATALOG NOMINAL PET APPROX. STD. âœ” SUBMITTED NUMBER SIZE ID WT. LBS.* PKG. QTY. ITEM(S) INSERT-51 3/4" 0.681 4.8 200 INSERT-52 1" 0.875 4.2 100 ** INSERT-53-72 1-1/4" 1.069 2.9 50 â™¦** INSERT-53-72-Q 1-1/4" 1.069 2.9 50 INSERT-54 1-1/2" 1.263 3.1 25 INSERT-55 2" 1.653 6.0 40 â™¦ INSERT-54-Q 1-1/2" 1.263 2.6 30 â™¦ INSERT-55-Q 2" 1.653 5.8 50 * Weights for insert stiffeners are for standard package quantities. **Insert -53 and -72 fit both 1-1/4" plastic tubing (1.069 I.D.) and 1" plastic pipe (1.049 I.D.). â™¦ These inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with other Compression Fittings. FEATURES â€¢ Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing. â€¢ Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-92B). â€¢ Dimpled and flanged to retain placement within the service line. â€¢ Key lock construction with a minimum of two key locks to maintain solid structural integrity. Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing. 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. 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 http://www.fordmeterbox.com 06/01/06 ADS POTABLE WATER SERVICE TUBING (CTS) ADS Potable water service tubing (CTS) is a leader in todayâ€™s potable water service market. Its ï¬‚ exibility and durability distinguish it from the competition and make it ideal for a variety of applications. ADS CTS tubing is strong and resistant to many common causes of damage such as vibrations, surface loads and pressure surges. APPLICATIONS: Residential & Commercial Water Service Well/Pump Water Systems Municipal Service Lines Farm & Ranch Water Systems FEATURES: â€¢ Material conforms to ASTM D3350 requirements â€¢ Certiï¬ ed to meet NSF 14/61 standard â€¢ Durable plastic material stands the test of time â€¢ Flexibility makes it ideal for a variety of projects â€¢ Strength withstands weather and the human element â€¢ Incremental footage markers printed every 2 feet throughout each coil length â€¢ Light weight â€¢ Chemically resistant â€¢ Consistent outside diameter regardless of wall thickness or pressure rating BENEFITS: â€¢ Resistant to rot or corrosion â€¢ Fast and easy to install â€¢ Easy installation provides cost-efï¬ ciency â€¢ Flexible lengths can be installed in uneven terrain â€¢ Available in many lengths ADS Service: ADS representatives are committed to providing you with the answers to all your questions, including specifications, and installation and more. The Most Advanced Name in Drainage SystemsÂ® ADS POTABLE WATER SERVICE TUBING (CTS) PIPE SPECIFICATIONS SCOPE This specification describes ADS Potable Water Service Tubing (CTS) pipe SDR 9 for use in potable water service applications. PIPE REqUIREmENTS ADS potable water service tubing shall meet the requirements of ASTM D2737, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Copper Tubing Size (CTS) standards. mATERIAL PROPERTIES Tubing material shall be high-density polyethylene conforming with the minimum requirements of cell classification 345464E as defined and described in ASTM D3350. The resin shall have a material designation code of PE3608 (formerly PE3408) by the Plastic Pipe Institute. DISINFECTION/mAINTENANCE The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. INSTALLATION Installation is similar to other flexible tubing/pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. SDR 9 (200 psi) 3608 CTS Â¾â€ 1â€ 1Â¼â€ 1 Â½â€ 2â€ Outside Diameter 0.875 Â±0.004 1.125 Â±0.005 1.375 Â±0.005 1.625 Â±0.006 2.125 Â±0.006 (mm) (22.2 Â±0.10) (28.6 Â±0.13) (34.9 Â±0.13) (41.3 Â±0.15) (54.0 Â±0.51) Wall Thickness 0.097 +0.01 0.125 +0.012 0.153 +0.015 0.181 +0.018 0.236 +0.024 (mm) (2.5 +0.25) (3.2 +0.30) (3.9 +0.38) (4.6 +0.46) (6.0 +0.61) Pressure Rating 200 200 200 200 200 @ 73Âº F, psi (kPa) (1379) (1379) (1379) (1379) (1379) Weight 46 Â±2 78 Â±3 125 Â±4 162 Â±4 275 Â±5 gm/ft (gm/m) (151 Â±7) (256 Â±10) (410 Â±13) (531 Â±13) (902 Â±16) For more information on ADS CTS pipe and other ADS products, please contact our Customer Service Representatives at 1-800-821-6710 ADS â€œTerms and Conditions of Saleâ€ are available on the ADS website, www.ads-pipe.com The ADS logo and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. Â© 2010 Advanced Drainage Systems, Inc. (AD300410) #10666 07/10 Advanced Drainage Systems, Inc. The Most Advanced Name in Drainage SystemsÂ® 4640 Trueman Blvd., Hilliard, OH 43026 1-800-821-6710 www.ads-pipe.com TYPE THHN/MTW/THWN-2/T90 COPPER CONDUCTOR sUPERsliCk EliTEÂ® EnginEEring SpEcificationS: Stranded E-156879 Standards: Copper Conductor Underwriters Laboratories Standards UL-83, UL-1063, UL-758 AWM Spec 1316, 1317, 1318, 1319, 1320, 1321 ASTM Stranding Class B3, B8, B787 Federal Specification A-A-59544 Â® Canadian Standards Association C22.2 No. 75 NEMA WC70/ICEA S-95-658 UL 1685-FT4/IEEE 1202 (70,000 Btu/hr) Flame Test (1/0 AWG and larger) ICEA T-29-520 (210,000 Btu/hr) Flame Test ARRA 2009; Section 1605 "Buy American" Compliant Â® conStruction: Nylon conductors: Jacket Solid, uncoated copper conductors per ASTM-B3 Stranded, uncoated copper conductors per ASTM-B3, ASTM-B787 and ASTM-B8 insulation: Color-coded Polyvinyl Chloride (PVC), heat and moisture-resistant, flame-retardant compound per UL-1063 and UL-83 applications: Type THHN/THWN-2 building wire is intended for general purpose applications as defined by the National Electrical Code (NEC). Type THHN/THWN-2 is permitted for new construction or rewiring for 600-volt applications. For applications requiring Type THHN or THWN-2, the conductor is appropriate for use in wet or dry locations at temperatures not to exceed 90ËšC or not to exceed 75Â°C in oil or coolants. For applications requiring Type MTW, the conductor is appropriate for use in dry locations at 90Â°C, or not to exceed 60Â°C in wet locations or where exposed to oils or coolants. features: A great alternative to eliminate the need for lube. Slick Nylon outer jacket for easy pulling. SuperSlick EliteÂ® is available in all sizes 14 AWG to 1000 KCMIL. All sizes rated gasoline and oil resistant II. On 250 KCMIL and larger, sequential footage markings located every foot for easy measuring. For 1 AWG through 4/0 AWG sequential foot markings located on master reels only unless otherwise specified. 6 AWG and larger Sunlight Resistant in all colors. 1/0 AWG and larger are rated for cable tray use and comply with IEEE 1202/FT4 (70,000 Btu/hr.) flame test and ICEA T-29-20 (210,000 Btu/hr.) flame test. Jacket: A tough, polyamide, Nylon outer covering per UL-1063 and UL-83. type tHHn/MtW/tHWn-2/t90 copper conductor SuperSlick EliteÂ® 600V PVC Insulation Thickness Nylon Jacket Approximate Allowable Ampacity Size Cross Sect. Diameter of (Conductor) Thickness Outside Diameter Net Weight (Amps)* (AWG or Number of Area Bare Copper Standard Packaging KCMIL) Strands (mmÂ²) (in) (mm) (in) (mm) (in) (mm) (in) kg/km lbs/1000ft 60Â°C 75Â°C 90Â°C (ft) 14 19 2.08 0.0710 0.380 0.015 0.100 0.004 2.77 0.109 25 16 15 15 15 2000â€™ carton (4 x 500â€™), 2500â€™ reels 12 19 3.31 0.0880 0.380 0.015 0.100 0.004 3.23 0.127 36 23 20 20 20 2000â€™ carton (4 x 500â€™), 2500â€™ reels 10 19 5.26 0.1110 0.510 0.015 0.100 0.004 4.07 0.160 57 38 30 30 30 1000â€™ carton, 2500â€™ reels 8 19 8.37 0.1460 0.760 0.030 0.130 0.005 5.39 0.212 97 62 40 50 55 500â€™ 1000â€™ 2500â€™ 5000â€™ reels 6 19 13.30 0.1840 0.760 0.030 0.130 0.005 6.30 0.248 141 94 55 65 75 500' 1000' 2500' 5000' reels 4 19 21.20 0.2320 1.020 0.040 0.150 0.006 8.06 0.317 228 153 70 85 95 500' 1000' 2500' 5000' 20,000â€™ reels 3 19 26.70 0.2600 1.020 0.040 0.150 0.006 8.74 0.344 281 189 85 100 110 500' 1000' 2500' 5000' 15,000' reels 2 19 33.60 0.2920 1.020 0.040 0.150 0.006 9.53 0.375 348 233 95 115 130 500' 1000' 2500' 5000' 14,000' reels 1 19 42.40 0.3280 1.270 0.050 0.180 0.007 11.05 0.435 445 298 110 130 150 500' 1000' 2500' 5000' 22,000' reels 1/0 19 53.50 0.3600 1.270 0.050 0.180 0.007 12.04 0.474 554 372 125 150 170 500' 1000' 2500' 5000' 16,000' reels 2/0 19 67.40 0.4040 1.270 0.050 0.180 0.007 13.16 0.518 687 462 145 175 195 500' 1000' 2500' 5000' 14,000' reels 3/0 19 85.00 0.4540 1.270 0.050 0.180 0.007 14.43 0.568 851 572 165 200 225 500' 1000' 2500' 5000' 12,000' reels 4/0 19 107.00 0.5100 1.270 0.050 0.180 0.007 15.85 0.624 1059 712 195 230 260 500' 1000' 2500' 5000' 9000' reels 250 37 127.00 0.5420 1.524 0.060 0.203 0.008 17.23 0.678 1266 849 215 255 290 500' 1000' 2500' 4000' 8500' reels 300 37 152.00 0.5940 1.524 0.060 0.203 0.008 18.54 0.730 1503 1010 240 285 320 500' 1000' 3500' 7000' reels 350 37 177.00 0.6410 1.524 0.060 0.203 0.008 19.74 0.777 1741 1170 260 310 350 500' 1000' 3000' 6000' reels 400 37 203.00 0.6850 1.524 0.060 0.203 0.008 20.85 0.821 1979 1330 280 335 380 500' 1000' 3000' 5000' reels 500 37 253.00 0.7660 1.524 0.060 0.203 0.008 22.91 0.902 2455 1650 320 380 430 500' 1000' 2500' 4000' reels 600 61 304.00 0.8930 1.778 0.070 0.229 0.009 26.70 1.051 3004 2019 355 420 475 500' 1000' 2000' 3000' reels 750 61 380.00 0.9980 1.778 0.070 0.229 0.009 29.36 1.156 3670 2466 400 475 535 500' 1000' 1500' 2500â€™ reels 1000 61 507.00 1.1520 1.778 0.070 0.229 0.009 33.27 1.310 4851 3260 455 545 615 500' 1000' reels *allowable ampacity shown above is per the national Electrical code. the above data is approximate and subject to normal manufacturing tolerances. Print Legend: Stranded conductorS-Size 8 awg: EncorE WirE corporation (size) typE mtW or thhn or thWn-2 gr ii vW-1 600 voLtS (uL) or aWm or c(uL) typE t90 nyLon or tWn 75 ft1 datE/timE/opEr/qc Stranded conductorS-SizeS 6 awg through 1 awg: EncorE WirE corporation (size) typE mtW or thhn or thWn-2 gr ii Sun rES vW-1 600 voLtS (uL) or aWm or c(uL) typE t90 nyLon or tWn 75 ft1 datE/timE/opEr/qc conductor SizeS 1/0 awg through 1000 kcmiL: EncorE WirE corporation (size) typE mtW or thhn or thWn-2 gr ii Sun-rES for ct uSE (uL) or c(uL) typE t90 nyLon or tWn 75 ft1 datE/timE/ opEr/qc 800.962.9473 www.encorewire.com 1 SUBMITTAL INFORMATION Quick Joint Coupling - (C84-xx-Q-NL style) MALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads External Nut Stop Molded Buna-N Spring Stainless Steel Gripper Quick Joint Nut Tip Gasket Provides Hydraulic Seal Iron Pipe Size Quick Joint Size Length DESCRIPTION APPROX. PART âœ“ SUBMITTED LENGTH MALE IRON PIPE Q.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 2" .5 C84-11-Q-NL 3/4" 1/2" 2-7/32" .5 C84-31-Q-NL 3/4" 5/8" 2-1/4" .6 C84-32-Q-NL 3/4" 3/4" 2-1/4" .6 C84-33-Q-NL 3/4" 1" 2-3/8" .7 C84-34-Q-NL 1" 3/4" 2-19/32" .7 C84-43-Q-NL 1" 1" 2-9/16" .8 C84-44-Q-NL 1" 1-1/2" 2-9/16" 1.5 C84-46-Q-NL 1-1/4" 1-1/4" 2-5/8" 1.4 * C84-55-Q-NL 1-1/2" 1-1/2" 3" 1.8 C84-66-Q-NL 2" 2" 3-1/4" 2.3 C84-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. * 1-1/4" Quick Joint has EPDM spring tip gasket. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Body design provides octagonal wrench flats for proper installation 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. 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 03/17/16 PVC SCHEDULE 40 FITTINGS 40-2-0604 Performance Engineered & Tested SPEARSÂ® Schedule 40 PVC ï¬ tting designs combine years of proven experience with computer generated stress analysis to yield the optimum physical structure and performance for each ï¬ tting. Material reinforcement is uniformly placed in stress concentration areas for substantially improved pressure handling capability. Resulting products are subjected to numerous veriï¬ cation tests to assure the very best PVC ï¬ ttings available. Full 1/4" Through 12" Availability Higher Flow Capacity SpearsÂ® comprehensive line of PVC ï¬ ttings offers a variety Smooth interior walls result in lower pressure loss and higher of injection molded conï¬ gurations in Schedule 40 sizes 1/4" volume than conventional metal ï¬ ttings. through 12" conforming to ASTM D 2466. Additional Fabricated Conï¬ gurations Exceptional Chemical & Corrosion through 36" Resistance Extra large, hard-to-ï¬ nd, and custom conï¬ gurations are Unlike metal, PVC ï¬ ttings never rust, scale, or pit, and will fabricated from NSF Certiï¬ ed pipe. Fittings are engineered and provide many years of maintenance-free service and extended tested to provide full pressure handling capabilities according system life. to SpearsÂ® speciï¬ cations. High Temperature Ratings PVC Valves PVC thermoplastic can handle ï¬‚ uids at service temperatures SPEARSÂ® PVC Valve products are available for total up to 140Â°F (60Â°C), allowing a wide range of process system compatibility and uniformity; see SPEARSÂ® applications, including corrosive ï¬‚ uids. THERMOPLASTIC VALVES PRODUCT GUIDE & ENGINEERING SPECIFICATIONS (V-4). Lower Installation Costs Substantially lower material costs than steel alloys or lined Advanced Design Specialty Fittings steel, combined with lighter weight and ease of installation, SpearsÂ® wide range of innovative, improved products include can reduce installation costs by as much as 60% over numerous metal-to-plastic transition ï¬ ttings and unions with conventional metal systems. SpearsÂ® patented special reinforced (SR) plastic threads. Sample Engineering Speciï¬ cations All PVC Schedule 40 ï¬ ttings shall be produced by SpearsÂ® Manufacturing Company from PVC Type I cell classiï¬ cation 12454, conforming to ASTM D 1784. All injection molded PVC Schedule 40 ï¬ ttings shall be Certiï¬ ed for potable water service by NSF International and manufactured in strict compliance to ASTM D 2466. All fabricated ï¬ ttings shall be produced in accordance with SpearsÂ® General Speciï¬ cations for Fabricated Fittings. PROGRESSIVE PRODUCTS FROM SPEARSÂ® INNOVATION & TECHNOLOGY Visit our web site: www.spearsmfg.com PVC Thermoplastic Pipe Temperature Pressure De-Rating To determine the maximum internal pressure rating at an elevated temperature, simply multiply the pipe pressure rating at 73Â°F by the percentage speciï¬ ed for the desired temperature. System Operating 73 80 90 100 110 120 130 140 Temperature Â°F (Â°C) (23) (27) (32) (38) (43) (49) (54) (60) PVC 100% 90% 75% 62% 50% 40% 30% 22% NOTE: Valves, Unions and Specialty Products have different elevated temperature ratings than pipe. PVC Basic Physical Properties PVC Chemical Resistance PVC is generally inert to most mineral acids, bases, ASTM Properties Test PVC salts and parafï¬ nic hydrocarbon solutions. For more Method information on PVC chemical resistance refer to Mechanical Properties, 73Â°F the Chemical Resistance of Rigid Vinyls Based on Immersion Test, published by the GEONÂ® Company. Speciï¬ c Gravity, g/cm3 D 792 1.41 Tensile Strength, psi D 638 7,200 NOT FOR USE WITH Modulus of Elasticity, psi D 638 440,000 COMPRESSED AIR OR GAS Compressive Strength, psi D 695 9,000 SpearsÂ® Manufacturing Company DOES NOT Flexural Strength, psi D 790 13,200 RECOMMEND the use of thermoplastic piping products Izod Impact, notched, ft-lb/in D 256 .65 for systems to transport or store compressed air or gases, or Thermal Properties the testing of thermoplastic piping systems with compressed air or gases in above and below ground locations. The use of Heat Deï¬‚ ection Temperature, Â°F at 66 psi D 648 165 our product in compressed air or gas systems automatically Thermal Conductivity, BTU/hr/sq ft/Â°F/in C 177 1.2 voids any warranty for such products, and its use against Coefï¬ cient of Linear Expansion, in/in/Â°F D 696 3.1 X 105 our recommendation is entirely the responsibility and liability of the installer. Flammability Limiting Oxygen Index, % D 2863 43 WARNING: DO NOT USE COMPRESSED UL 94 rating 94V-0 AIR OR GAS TO TEST ANY PVC OR CPVC Other Properties THERMOPLASTIC PIPING PRODUCT OR Water Absorption, % 24 hr. D 570 .05 SYSTEM, AND DO NOT USE DEVICES Industry Standard Color White / Dark Gray PROPELLED BY COMPRESSED AIR OR GAS TO CLEAR SYSTEMS. THESE PRACTICES MAY ASTM Cell Classiï¬ cation D 1784 12454 RESULT IN EXPLOSIVE FRAGMENTATION NSF Potable Water Approved Yes OF SYSTEM PIPING COMPONENTS CAUSING SERIOUS OR FATAL BODILY INJURY. SPEARSÂ® MANUFACTURING COMPANY â€¢ CORPORATE OFFICE 15853 Olden St., Sylmar, CA 91342 â€¢ PO Box 9203, Sylmar, CA 91392 (818) 364-1611 â€¢ www.spearsmfg.com PACIFIC SOUTHWEST ROCKY MOUNTAIN UTAH SOUTHEAST MIDWEST 15860 Olden St. 4880 Florence St. 5395 West 1520 South 4205 Newpoint Pl. Suite 100 1 Gateway Ct . Suite A Sylmar (Los Angeles), CA 91342 Denver, CO 80238 Salt Lake City, UT 84104 Lawrenceville (Atlanta), GA 30043 Bolingbrook (Chicago), IL 60440 (818) 364-1611 â€¢ (800) 862-1499 (303) 371-9430 â€¢ (800) 777-4154 (303) 371-9430 â€¢ (800) 777-4154 (678) 985-1263 â€¢ (800) 662-6326 (630) 759-7529 â€¢ (800) 662-6330 Fax (818) 367-3014 Fax (303) 375-9546 Fax (303) 375-9546 Fax (678) 985-5642 Fax (630) 759-7515 NORTHWEST SOUTH CENTRAL NORTHEAST FLORIDA INTERNATIONAL SALES 4103 C St. NE Suite 200 4250 Patriot Dr. Suite 300 590 Industrial Dr. Suite 100 9563 Parksouth Court 15853 Olden St. Auburn (Seattle), WA 98002 Grapevine (Dallas), TX 76051-2317 Lewisberry (Harrisburg), PA 17339-9532 Orlando, FL 32837 Sylmar (Los Angeles), CA 91342 (253) 939-4433 â€¢ (800) 347-7327 (972) 691-4003 â€¢ (800) 441-1437 (717) 938-8844 â€¢ (800) 233-0275 (407) 843-1960 â€¢ (800) 327-6390 (818) 364-1611 â€¢ Fax (818) 898-3774 Fax (253) 939-7557 Fax (972) 691-4404 Fax (717) 938-6547 Fax (407) 425-3563 Â© Copyright 2007 SpearsÂ® Manufacturing Company. All Rights Reserved. Printed in the United States of America 01/07. 40-2-0604 SUBMITTAL INFORMATION 80 Series Coppersetter - (VBH87-xxB-11-77-NL style) FLANGED ANGLE BALL VALVE BY FLANGED ANGLE CHECK VALVE WITH BY-PASS (2" METER) FEMALE IRON PIPE THREAD VERTICAL INLET AND OUTLET 17" Meter Spacing Flanged Angle Flanged Angle Ball Valve Check Valve Meter Support Bracket Height Copper Tube By-Pass Ball Valve 2-1/8" 1-1/8" FIP Inlet FIP Outlet SERVICE LINE CONNECTION A. C 3S H FIP I FIP O W. L. N I() 12" 32.0 VBH87-12B-11-77-NL 15" 33.0 VBH87-15B-11-77-NL 18" 34.0 VBH87-18B-11-77-NL 2" 2" 21" 36.0 VBH87-21B-11-77-NL 24" 37.0 VBH87-24B-11-77-NL 27" 39.0 VBH87-27B-11-77-NL FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identiï¬ cation â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Constructed with Type K copper conforms to ASTM B88, UNS C12200 â€¢ All Ford Meter Setters are assembled with lead-free solder â€¢ Meter support brackets are standard â€¢ Padlock wing is standard on all angle meter ball valves or key valves â€¢ Drop-in rubber gaskets are included with all meter flanges â€¢ Optional High By-pass. Add "HB" following the height. Example: VBH87-12HB-11-77-NL 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. 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 06/26/17 Municipal Water Heavywall 1730BCF 12â€ BODY: Material: HDPE 3 4 in 1 2 in Model: 17â€ x 30â€ 17 20 in Weight: 25 lbs 303 4 Wall Type: Straight in 31 2 Mouseholes: 0-4 3 Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 12â€ in 2 in 25 1 9 in 2 6 in 1 18â€ BODY: Material: HDPE Model: 17â€ x 30â€ Weight: 33 lbs DIMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS Wall Type: Straight Mouseholes: 0-4 3 4 in 1 2 in Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, 17 20 ASTM C857 A-8, Exceeds 20,000 lb in 303 4 minimum load failure in 331 2 18â€ in 2 in 25 1 9 in 2 Medium Duty: 6 in Non-deliberate Traffic 1 For use in non-vehicular traffic situations only. D*Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location.IMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS Actual load rating is determined by the box and cover combination. Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Weights and dimensions may vary slightly oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. Municipal Water Heavywall 1730BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket (undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: Flush Solid Cover Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket Ductile Iron Max View Cover Raw Material Material Property ASTM Test Method Typical Value1 Specifications: Type, Class, Category D 1248 III, A, 3 Density, g/cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, F50, at oC D 746 <-76 Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi, oF D 648 150o min., not to exceed 200o Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 1The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty : Non-deliberate Traffic Rating: For use in non-vehicular traffic situations only. Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice. oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. SUBMITTAL INFORMATION Quick Joint Coupling - (C14-xx-Q-NL style) FEMALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Iron Pipe Threads External Nut Stop Quick Joint Nut Stainless Steel Gripper for Axial Restraint FIP Size Quick Joint Size Length Molded Buna-N Spring Tip Gasket Provides Hydraulic Seal DESCRIPTION APPROX. PART âœ“ SUBMITTED LENGTH FEMALE IRON PIPE Q.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 1-9/16 0.4 C14-11-Q-NL 3/4" 3/4" 1-1/4" 0.6 C14-33-Q-NL 3/4" 1" 1-3/4" 0.9 C14-34-Q-NL 1" 3/4" 1-3/4" 0.7 C14-43-Q-NL 1" 1" 2-1/8" 0.9 C14-44-Q-NL 1-1/4" 1-1/4" 2-3/16" 1.5 * PJA4-45-C14-55-Q-NL 1-1/2" 1-1/2" 2-7/16" 2.3 C14-66-Q-NL 2" 2" 2-5/8" 2.8 C14-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing * 1-1/4" Quick Joint has EPDM spring tip gasket FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Sleeve design provides hexagonal wrench flats for proper installation 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. 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 05/09/16 IRRIGATION SERVICE SUBMITTAL INFORMATION Quick Joint Tee - (T444-xxx-Q-NL style) QUICK JOINT FOR CTS TO QUICK JOINT FOR CTS BY QUICK JOINT FOR CTS Side Outlet Size Quick Joint Nut External Nut Stop Body Outlet Threads Side Outlet Length Quick Joint For CTS Stainless Steel Gripper for axial restraint Run Size Run Size Run Length Molded Buna-N Gasket provides hydraulic seal R S O A P 3 S B E (R S) S O S L L W. L. N I() 3/4" 3/4" 3-5/16" 1-5/8â€ 1.5 T444-333-Q-NL 3/4" 1" 3-5/8" 1-15/16â€ 1.8 T444-334-Q-NL 1" 3/4" 4-3/32" 1-31/32" 2.5 T444-443-Q-NL 1" 1" 4-1/16" 2-1/16" 2.5 T444-444-Q-NL 2" 1" 5-1/64" 2-7/16" 4.9 T444-774-Q-NL 2" 2" 7-3/8" 3-11/16" 8.7 T444-777-Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) 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. 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 06/26/1803/10/11 SUBMITTAL INFORMATION Stainless Steel Inserts - (Insert-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) Dimple Flange 70 Series For Polyethylene Pipe (PEP) CATALOG NOMINAL PEP APPROX. STD. âœ” SUBMITTED NUMBER SIZE ID WT. LBS.* PKG. QTY. ITEM(S) INSERT-71 3/4" 0.824 4.4 100 ** INSERT-53-72 1" 1.049 2.9 50 â™¦** INSERT-53-72-Q 1" 1.049 2.9 50 INSERT-73 1-1/4" 1.380 5.8 75 INSERT-74 1-1/2" 1.610 5.5 45 INSERT-75 2" 2.067 9.7 50 50 series For Polyethylene Tubing (PET) CATALOG NOMINAL PET APPROX. STD. âœ” SUBMITTED NUMBER SIZE ID WT. LBS.* PKG. QTY. ITEM(S) INSERT-51 3/4" 0.681 4.8 200 INSERT-52 1" 0.875 4.2 100 ** INSERT-53-72 1-1/4" 1.069 2.9 50 â™¦** INSERT-53-72-Q 1-1/4" 1.069 2.9 50 INSERT-54 1-1/2" 1.263 3.1 25 INSERT-55 2" 1.653 6.0 40 â™¦ INSERT-54-Q 1-1/2" 1.263 2.6 30 â™¦ INSERT-55-Q 2" 1.653 5.8 50 * Weights for insert stiffeners are for standard package quantities. **Insert -53 and -72 fit both 1-1/4" plastic tubing (1.069 I.D.) and 1" plastic pipe (1.049 I.D.). â™¦ These inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with other Compression Fittings. FEATURES â€¢ Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing. â€¢ Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-92B). â€¢ Dimpled and flanged to retain placement within the service line. â€¢ Key lock construction with a minimum of two key locks to maintain solid structural integrity. Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing. 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. 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 http://www.fordmeterbox.com 06/01/06 ADS POTABLE WATER SERVICE TUBING (CTS) ADS Potable water service tubing (CTS) is a leader in todayâ€™s potable water service market. Its ï¬‚ exibility and durability distinguish it from the competition and make it ideal for a variety of applications. ADS CTS tubing is strong and resistant to many common causes of damage such as vibrations, surface loads and pressure surges. APPLICATIONS: Residential & Commercial Water Service Well/Pump Water Systems Municipal Service Lines Farm & Ranch Water Systems FEATURES: â€¢ Material conforms to ASTM D3350 requirements â€¢ Certiï¬ ed to meet NSF 14/61 standard â€¢ Durable plastic material stands the test of time â€¢ Flexibility makes it ideal for a variety of projects â€¢ Strength withstands weather and the human element â€¢ Incremental footage markers printed every 2 feet throughout each coil length â€¢ Light weight â€¢ Chemically resistant â€¢ Consistent outside diameter regardless of wall thickness or pressure rating BENEFITS: â€¢ Resistant to rot or corrosion â€¢ Fast and easy to install â€¢ Easy installation provides cost-efï¬ ciency â€¢ Flexible lengths can be installed in uneven terrain â€¢ Available in many lengths ADS Service: ADS representatives are committed to providing you with the answers to all your questions, including specifications, and installation and more. The Most Advanced Name in Drainage SystemsÂ® ADS POTABLE WATER SERVICE TUBING (CTS) PIPE SPECIFICATIONS SCOPE This specification describes ADS Potable Water Service Tubing (CTS) pipe SDR 9 for use in potable water service applications. PIPE REqUIREmENTS ADS potable water service tubing shall meet the requirements of ASTM D2737, AWWA C901 and NSF Standards 14 and 61. Pipe dimensions shall meet Copper Tubing Size (CTS) standards. mATERIAL PROPERTIES Tubing material shall be high-density polyethylene conforming with the minimum requirements of cell classification 345464E as defined and described in ASTM D3350. The resin shall have a material designation code of PE3608 (formerly PE3408) by the Plastic Pipe Institute. DISINFECTION/mAINTENANCE The active chlorine content of disinfecting solutions shall not exceed 12%. All disinfecting solution must be flushed from all lines within the system. Industry accepted procedures, like ANSI/AWWA C651 Disinfecting Water Mains, should be followed for both new and repaired potable water lines. INSTALLATION Installation is similar to other flexible tubing/pipe products. Methods including direct bury, plowing or pulling are applicable per local, state or federal guidelines for the application. SDR 9 (200 psi) 3608 CTS Â¾â€ 1â€ 1Â¼â€ 1 Â½â€ 2â€ Outside Diameter 0.875 Â±0.004 1.125 Â±0.005 1.375 Â±0.005 1.625 Â±0.006 2.125 Â±0.006 (mm) (22.2 Â±0.10) (28.6 Â±0.13) (34.9 Â±0.13) (41.3 Â±0.15) (54.0 Â±0.51) Wall Thickness 0.097 +0.01 0.125 +0.012 0.153 +0.015 0.181 +0.018 0.236 +0.024 (mm) (2.5 +0.25) (3.2 +0.30) (3.9 +0.38) (4.6 +0.46) (6.0 +0.61) Pressure Rating 200 200 200 200 200 @ 73Âº F, psi (kPa) (1379) (1379) (1379) (1379) (1379) Weight 46 Â±2 78 Â±3 125 Â±4 162 Â±4 275 Â±5 gm/ft (gm/m) (151 Â±7) (256 Â±10) (410 Â±13) (531 Â±13) (902 Â±16) For more information on ADS CTS pipe and other ADS products, please contact our Customer Service Representatives at 1-800-821-6710 ADS â€œTerms and Conditions of Saleâ€ are available on the ADS website, www.ads-pipe.com The ADS logo and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. Â© 2010 Advanced Drainage Systems, Inc. (AD300410) #10666 07/10 Advanced Drainage Systems, Inc. The Most Advanced Name in Drainage SystemsÂ® 4640 Trueman Blvd., Hilliard, OH 43026 1-800-821-6710 www.ads-pipe.com SUBMITTAL INFORMATION Quick Joint Coupling - (C84-xx-Q-NL style) MALE IRON PIPE THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Male Iron Pipe Threads External Nut Stop Molded Buna-N Spring Stainless Steel Gripper Quick Joint Nut Tip Gasket Provides Hydraulic Seal Iron Pipe Size Quick Joint Size Length DESCRIPTION APPROX. PART âœ“ SUBMITTED LENGTH MALE IRON PIPE Q.J. FOR CTS WT. LBS NUMBER ITEM(S) 1/2" 1/2" 2" .5 C84-11-Q-NL 3/4" 1/2" 2-7/32" .5 C84-31-Q-NL 3/4" 5/8" 2-1/4" .6 C84-32-Q-NL 3/4" 3/4" 2-1/4" .6 C84-33-Q-NL 3/4" 1" 2-3/8" .7 C84-34-Q-NL 1" 3/4" 2-19/32" .7 C84-43-Q-NL 1" 1" 2-9/16" .8 C84-44-Q-NL 1" 1-1/2" 2-9/16" 1.5 C84-46-Q-NL 1-1/4" 1-1/4" 2-5/8" 1.4 * C84-55-Q-NL 1-1/2" 1-1/2" 3" 1.8 C84-66-Q-NL 2" 2" 3-1/4" 2.3 C84-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. * 1-1/4" Quick Joint has EPDM spring tip gasket. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Body design provides octagonal wrench flats for proper installation 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. 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 03/17/16 Technical Specifications No-Lead Brass Fittings & Valves GENERAL All brass valves and fittings for service lines shall be provided under this contract. PRODUCT a. All fittings and valves shall be manufactured in accordance with AWWA Standard C-800, latest revision, and as further specified in these technical specifications. a.i Exception: Any brass part of the fitting or valve in contact with potable water shall be made of a â€œNo-Lead Brassâ€, defined for this specification as UNS Copper Alloy No. C89520 or C89833 in accordance with the chemical and mechanical requirements of ASTM B584 and AWWA C-800. This â€œNo-Lead Brassâ€ alloy shall not contain more than nine one hundredths of one percent (0.09% or less) total lead content by weight. a.ii Any Brass part of the fitting or valve not in contact with potable water shall be made of 85-5-5- 5 brass as defined for this specification as UNS Copper Alloy C83600 per ASTM B62, ASTM B584 and AWWA C-800. b. All brass fittings and valves shall be certified by an ANSI accredited test lab per NSF/ANSI Standard 61, Drinking Water Components â€“ Health Effects, Section 8 or NSF/ANSI Standard 372, Drinking Water System Components â€“ Lead Content. Proof of certification is required. c. Brass fittings and valves shall comply with the United States Of America Safe Drinking Water Act, and the U.S. Environmental Protection Agency. d. All brass fittings and valves shall have the manufacturers name or trademark permanently stamped or cast on it. Another marking identifying the â€œno leadâ€ brass alloy, e.g., â€˜NLâ€™, shall be cast or permanently stamped on the fitting or valve. QUALITY CONTROL AND TESTING If requested, an affidavit certifying compliance with these standards and specifications shall be signed and submitted by the manufacturing firmâ€™s Quality Assurance or Engineering Manager. MANUFACTURER The brass fittings and valves shall be produced by a manufacturer in the United States of America or Canada. 800.292.2737 | FAX 800.832.9296 | sales@aymcdonald.com | noleadbrass.com 02/13 SUBMITTAL INFORMATION Angle Ball Meter Valves - (BA43-444W-Q-NL style) QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY METER SWIVEL NUT OUTLET Solid one piece tee-head and stem Sturdy stops allow 90Â° motion and A snap ring locks the stem into the body are enclosed and protected of the valve Padlock Wing for locking valve Bronze Snap Ring in closed position Meter Swivel Nut Dual EPDM O-rings in the stem Meter Coupling Threads Fluorocarbon-coated brass ball Outlet Molded EPDM rubber seats with reinforcing ring support the ball Height External Nut Stop Quick Joint Nut Molded Buna-N Spring Tip Gasket provides Hydraulic Seal Stainless steel Gripper Inlet Length SERVICE LINE METER SIZE APPROX. PART âœ“ SUBMITTED VALVE SIZE LENGTH HEIGHT SIZE INLET OUTLET WT. LBS NUMBER ITEM(S) 1" 1" 1" 2-43/64" 2-29/64" 3.7 BA43-444W-Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Ends are integral or secured with adhesive to prevent unintentional disassembly â€¢ Hole for attaching handle is provided in tee-head â€¢ 300 PSI working pressure â€¢ Padlock Wing for locking valve in closed position â€¢ Conforms to AWWA C700 for Meter threads â€¢ Meter nut drilled for seal wire Note: Recommended for inlet side shut-off. Optional full 360Â° tee-head rotation. Add â€œRâ€ to end of part number. 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. 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 05/16/14 SUBMITTAL INFORMATION Angle Single Check Valve - (HA34-xxx-Q-NL style) METER SWIVEL NUT INLET BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET Meter Swivel Nut Bronze Snap Ring Poppet Assembly includes Acetyl Plastic Brass Valve Body Poppet, 302 Stainless Steel Spring and EPDM Rubber Poppet Seal Meter Coupling Thread EPDM Rubber Meter Gasket Access Cap Inlet Drilled for Seal Wire EPDM O-Ring Height External Nut Stop Molded Buna-N Spring Tip Gasket Provides Hydraulic Seal Stainless Steel Gripper provides axial restraint Outlet Quick Joint Nut Length APPROX. PART âœ“ SUBMITTED VALVE SIZE METER INLET SIZE OUTLET SIZE LENGTH HEIGHT WT. LBS NUMBER ITEM(S) 3/4" 5/8"x3/4" & 3/4" 3/4" 2-1/16" 2-3/16" 1.6 HA34-323-Q-NL 3/4" 5/8"x3/4" & 3/4" 1" 1-11/16" 2-29/64" 1.8 HA34-324-Q-NL 1" 1" 1" 2-1/16" 2-11/16" 2.3 HA34-444-Q-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ In-Line Accessible for quick inspection and replacement of internal working parts without removing the valve from the service line. Replacement kits are available. â€¢ 175 PSI maximum working water pressure â€¢ 180-degree Fahrenheit maximum constant temperature â€¢ Conforms to AWWA C700 for meter threads 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. 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 11/04/14 SUBMITTAL INFORMATION Quick Joint Coupling - (C04-xx-Q-NL style) FEMALE COPPER THREAD BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Female Copper Copper Gasket External Nut Stop Stainless Steel Gripper Quick Joint Nut Threads provides axial restraint Female Quick Joint Copper Size Outlet Size Length Molded Buna-N Spring Tip Gasket provides hydraulic seal D A. P 3 S L F C. T Q.J. CTS W. L N I() 3/4â€ 3/4â€ 1-3/4â€ 0.7 C04-33-Q-NL 3/4â€ 1â€ 2â€ 1.0 C04-34-Q-NL 1â€ 3/4â€ 2-1/16â€ 1.0 C04-43-Q-NL 1â€ 1â€ 2-1/16â€ 1.2 C04-44-Q-NL 1-1/4â€ 1â€ 2-1/16â€ 1.4 C04-54-Q-NL 1-1/2â€ 1-1/2â€ 3-1/4â€ 2.4 C04-66-Q-NL 2â€ 2â€ 3-7/16â€ 3.6 C04-77-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Sleeve design provides hexagonal wrench flats for proper installation 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. 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 10/14/16 Municipal Water 1324 Heavywall 1324BCF in 14 in in 12â€ BODY: 1 2 1 2 6 23 1 in Material: HDPE 26 Model: 13â€ x 24â€ Weight: 17 lbs Wall Type: Straight Mouseholes: 0-4 Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 12â€ in 81 4 in 173 4 in in 213 4 121 4 18â€ BODY: 1324 Material: HDPE Model: 13â€ x 24â€ Weight: 23 lbs DIMENSIONS AT BOTTOM OF BOX AREi nTHE SAME FOR 12" AN1D4 in18" DEPTHinS Wall Type: Straight 1 2 1 2 6 23 1 Mouseholes: 0-4 6 in Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, 2 ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 18â€ in 81 4 in 173 4 in Medium Duty: in 213 4 121 4 Non-deliberate Traffic For use in non-vehicular traffic situations only. *Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location. Actual load rating is determined by the DIMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS box and cover combination. Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Weights and dimensions may vary slightly oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. Municipal Water Heavywall 1324BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket (undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: Flush Solid Cover Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket Ductile Iron Max View Cover Raw Material Material Property ASTM Test Method Typical Value1 Specifications: Type, Class, Category D 1248 III, A, 3 Density, g/cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, F50, at oC D 746 <-76 Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi, oF D 648 150o min., not to exceed 200o Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 1The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty : Non-deliberate Traffic Rating: For use in non-vehicular traffic situations only. Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice. oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. SUBMITTAL INFORMATION Ball Valve Curb Stop - (B44-xxx-Q-NL style) QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET AND OUTLET Solid one piece tee-head and stem A snap ring locks the stem into the body of Sturdy stops allow 90Â° motion and the valve are enclosed and protected Molded EPDM rubber seat with reinforcing ring supports the ball Dual EPDM O-rings in the stem Optional Padlock Wing for locking valve in closed position External Nut Stop Quick Joint Nut Quick Joint Nut Inlet Outlet Stainless Steel Gripper Molded Spring Tip Gasket Provides Fluorocarbon-coated Hydraulic Seal Length brass ball Image shown above is a B44-444-Q-NL. A. P âœ“ S V S I S O S L W. L N I() 3/4" 3/4" 3/4" 3-11/16" 2.1 B44-333-Q-NL 3/4" 1" 3/4" 4-1/64" 2.5 B44-343-Q-NL 3/4" 1" 1" 4-7/32" 2.9 B44-344-Q-NL 1" 1" 1" 4-19/32" 3.1 B44-444-Q-NL 1-1/4" 1-1/4" 1-1/4" 6-21/64" 5.9 B44-555-Q-NL 1-1/2" 1-1/2" 1-1/2" 5-45/64" 7.0 B44-666-Q-NL 2" 2" 2" 6-33/64" 12.7 B44-777-Q-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES â€¢ All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) â€¢ The product has the letters â€œNLâ€ cast into the main body for lead-free identification â€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable â€¢ Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) â€¢ Valve is non-directional and is watertight with flow in either direction â€¢ Ends are integral or secured with adhesive to prevent unintentional disassembly â€¢ Hole for attaching curb box rod or handle is provided in tee-head â€¢ 300 PSI working pressure Optional Padlock Wing for locking valve in closed position. Insert â€œWâ€ into part number 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. 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 08/23/18 NDS STANDARD SERIES VALVE BOXES â€“ RESIDENTIAL/COMMERCIAL GRADE NDS Standard Series 10" Round Valve Boxes Specifications: The NDS STANDARD SERIES 10" round body is tapered and has a minimum wall thickness of 0.200". The cover seat area has 6 structural support ribs on the underside of the seat, each with a minimum thickness of 0.250". The bottom of the body has a 0.500" flange. The 10" round cover has an average thickness of 0.250". The valve box has a 5/16" 304 Brass nut for the bolt-down as a standard feature. Color Pallet Wt. Ea. Product Part No. Description - Marking (Box/Cover) Qty. lbs. Class Box & Cover 9 - 5/8" 111BC 10" Round Box, Round Overlapping Cover - ICV Black/Green 180 3.00 20ND 111BCB 10" Round Box, Round Overlapping Bolt-Down Cover - ICV Black/Green 180 3.00 20ND 1 - 1/4" 111BC CTN 10" Round ICV Box and Cover N/A 72 3.90 20ND 9 - 1/2" 111BC SAND 10" Round Box, Round Overlapping Cover - ICV Sand/Sand 180 3.00 20ND 9 - 1/2" 111BCR 10" Round Box, Round Overlapping Cover - Reclaimed Water Black/Purple 180 3.00 20ND 111BCGR 10" Round ICV Box and Cover Black/Green 180 3.00 20NM 111PBCR 10" Round Box, Round Overlapping Cover - Reclaimed Water Purple/Purple 180 3.00 20ND 5/8" - 11 111BCW 10" Round Box, Round Overlapping Cover - Water Black/Green 180 3.00 20NM 111BCS 10" Round Box, Overlapping Cover - Sewer Black/Green 180 3.00 20NM 111BCBS 10" Round Box, Overlapping Bolt-Down Cover - Sewer Black/Green 180 3.00 20NM Cover Only 11 - 5/8" 12 - 7/8" 111C 10" Round Overlapping Cover - ICV Green 300 1.00 20ND 2 - 1/2" x 2 - 3/4" 111C SAND 10" Round Overlapping Cover - ICV Sand 300 1.00 20ND Pipe Slot 111CR 10" Round Overlapping Cover - Reclaimed Water Purple 300 1.00 20ND NDS#111BC AI.eps 111CE-GY 10" Round Overlapping Cover - Electrical Gray 300 1.00 20NM 111CW 10" Round Overlapping Cover - Water Green 300 1.00 20NM 111CS 10" Round Overlapping Cover - Sewer Green 300 1.00 20NM Box Only 111B 10" Round Box Black 180 2.00 20NM 111B SAND 10" Round Box Sand 180 2.00 20ND 111PB 10" Round Box Purple 180 2.00 20ND 111BB 1-1/4" x 5/16" SS Bolt Steel (Bag of 10) 0.10 20ND VALVE BOXES 112B 10" Round Box Green 180 2.00 20ND for videos, specs, detail drawings and case studies, visit ndspro.com 11 Model 950XLT2 Top Access Double Check Valve Assembly Application Ideal for use where Lead-Free* valves are required. Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. A test cock plug is provided to protect against fouling caused by insects, dirt and debris. Assembly shall provide protection where a potential non-health hazard exists. Standards Compliance â€¢ (Unless otherwise noted, applies to 3/4" thru 2" Horizontal) â€¢ ASSEÂ® Listed 1015 (Vertical flow-up:1 1/4" thru 2") â€¢ IAPMOÂ® Listed â€¢ CSAÂ® Certified (Vertical flow-up:1 1/2" & 2") â€¢ AWWA Compliant C510 Features â€¢ Approved by the Foundation for Cross Connection Control Sizes: 3/4", 1", 1 1/4", 1 1/2", 2" and Hydraulic Research at the University of Southern Maximum working water pressure 175 PSI California Maximum working water temperature 180Â°F â€¢ NSFÂ® Listed - Standard 61, Annex G* Hydrostatic test pressure 350 PSI â€¢ Certified to NSF/ANSI 372* by IAPMO R&T End connections Threaded ANSI B1.20.1 *(0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) Options (Suffixes can be combined) Materials c FT - with "Fast Test" test cocks Main valve body Low Lead Cast Bronze ASTM B 584 c S - with Model SXL lead-free bronze "Y" type Access covers Low Lead Cast Bronze ASTM B 584 strainer Fasteners Stainless Steel, 300 Series c PF - with Z-Biteâ„¢ push fit connections* (1/2"-1" only) Elastomers Silicone (FDA approved) c PR - with Z-Pressâ„¢ press fit connections* Buna Nitrile (FDA approved) *Fittings ship in box with valve and must be threaded into Polymers Norylâ„¢, NSF Listed valve by hand on site. Springs Stainless steel, 300 series Test cock cover Plastic Accessories Ball valve handles Stainless steel c Repair kit (rubber only) c Thermal expansion tank (Model XT) c QT-SET Quick Test Fitting Set OPTIONAL LEAD-FREE STRAINER (MODEL SXL) 950XLT2 WILKINS E DC 175 PSI 180ËšF WILKINS XL B F C D A G Dimensions & Weights (do not include pkg.) !" # $ % & ' ( ) * + & & & * , & ' ( ) ) ) ) & ' , - * ) . ' + - . / & . ' + - , ( & ' ( + / + 0 . ' , ( ( , - ) 1 0 + ) . + ( & . - , & ' ( ) ) ) ) + ' ) - ( ) . ' + - . / & . ' + - , ( & ' ( + / + / & ' ( . * ) + ) . 1 ( + + ' ( & ) + / . ' , ( / / + & & ' ( & ( / ( + * ) & . ' , / ) ( & ' , + + + + . ' + - & & ) ( & ' ( - ) / ) ) + * + + ' ) ( * ) * . ' + - . + - + & & ' ( & ( / . & ' , + & 0 & . ' , / ) ( & ' , + + + + . ' + - & & ) . + . ' + - - . / ) ) + * ) . * ) + & ' , . ( & + & & ' ( & ( / . + & ' + - + ( , & . ' , / ) ( & ' , + + + + . ' + - & & ) , . ' + - 0 + / ) / + & 1 ) Zurn Industries, LLC | Wilkins Rev. E 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 1/15 In Canada | Zurn Industries Limited Document No. BF-950XLT2 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Product No. Model 950XLT2 www.zurn.com Page 1 of 2 Flow Characteristics 2 3 45 6 7 89 : ;5 < 43 = 8>< ? 5 6 = @ 3 A A B9 C 3 8 3 D 5 E F >5 < G MODEL 950XLT2 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (l/s) 1.26 2.52 3.8 5.0 3.2 6.3 9.5 12.6 15.8 15 15 3/4" (20mm) 1" (25mm) 1 1/4" (32mm) 103 1 1/2" (40mm) 10 10 69 2" (50mm) 5 5 35 0 0 0 20 40 60 80 0 50 100 150 200 250 PRESSURE LOSS (kpa) PRESSURE LOSS (PSIG) FLOW RATES (GPM) Rated Flow (Established by approval agencies) Typical Installation S T U T V W X Y X Z [ \ ] V Z ^ _ \ ` ^ a b c W U ^ Local codes shall govern installation requirements. To be c W U ^ d W e ^ f g X h d ^ V i jf g X h d ^ V k b g X h d ^ V k f g X h d ^ V installed in accordance with the manufacturerâ€™s instructions and the latest edition of the Uniform Plumbing Code. Unless k h l m k k n o otherwise specified, the assembly shall be mounted at a k h a m n n o f minimum of 12" (305mm) and a maximum of 30" (762mm) o h l m o a p q above adequate drains with sufficient side clearance for k h n f i q k a testing and maintenance. If installed below grade, be certain adequate drainage is provided to prevent the device from o h a m l k n k i n f being submerged. k m k o n b n i a b k k h a m n o o f a i i b k k h n m o n a l p o q f n m f n i l k b f k p i OPTIONAL LEAD-FREE STRAINER PROTECTIVE (MODEL SXL) ENCLOSURE 950XLT2 WILKINS DC 175 PSI 180ËšF WILKINS XL 12" MIN. 30" MAX. 950XLT2 WILKINS DC 175 PSI 180ËšF DIRECTION OF FLOW DIRECTION OF FLOW O P J Q O O R I K L J M N N M J I O K H I J I K L J M N N M J I O K Specifi cations The Double Check Type Backflow Preventer shall be certified to NSF/ANSI 372, shall be ASSE Listed 1015, rated to 180Â°F, and supplied with full port ball valves. The main body and access covers shall be low lead bronze (ASTM B 584), the seat ring and all internal polymers shall be NSFÂ® Listed Norylâ„¢ and the seat disc elastomers shall be SILICONE. The first and second check shall be located at a 45Â° angle and accessible for maintenance from the top of the device, without removing the device from the line. Each check shall have separate access covers and test cocks shall be accessible from the top of the device. Test cocks shall be protected from debris by a plug. The Double Check Type Backflow Preventer shall be a ZURN WILKINS Model 950XLT2. Zurn Industries, LLC | Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada | Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 PVC SCHEDULE 40 FITTINGS 40-2-0604 Performance Engineered & Tested SPEARSÂ® Schedule 40 PVC ï¬ tting designs combine years of proven experience with computer generated stress analysis to yield the optimum physical structure and performance for each ï¬ tting. Material reinforcement is uniformly placed in stress concentration areas for substantially improved pressure handling capability. Resulting products are subjected to numerous veriï¬ cation tests to assure the very best PVC ï¬ ttings available. Full 1/4" Through 12" Availability Higher Flow Capacity SpearsÂ® comprehensive line of PVC ï¬ ttings offers a variety Smooth interior walls result in lower pressure loss and higher of injection molded conï¬ gurations in Schedule 40 sizes 1/4" volume than conventional metal ï¬ ttings. through 12" conforming to ASTM D 2466. Additional Fabricated Conï¬ gurations Exceptional Chemical & Corrosion through 36" Resistance Extra large, hard-to-ï¬ nd, and custom conï¬ gurations are Unlike metal, PVC ï¬ ttings never rust, scale, or pit, and will fabricated from NSF Certiï¬ ed pipe. Fittings are engineered and provide many years of maintenance-free service and extended tested to provide full pressure handling capabilities according system life. to SpearsÂ® speciï¬ cations. High Temperature Ratings PVC Valves PVC thermoplastic can handle ï¬‚ uids at service temperatures SPEARSÂ® PVC Valve products are available for total up to 140Â°F (60Â°C), allowing a wide range of process system compatibility and uniformity; see SPEARSÂ® applications, including corrosive ï¬‚ uids. THERMOPLASTIC VALVES PRODUCT GUIDE & ENGINEERING SPECIFICATIONS (V-4). Lower Installation Costs Substantially lower material costs than steel alloys or lined Advanced Design Specialty Fittings steel, combined with lighter weight and ease of installation, SpearsÂ® wide range of innovative, improved products include can reduce installation costs by as much as 60% over numerous metal-to-plastic transition ï¬ ttings and unions with conventional metal systems. SpearsÂ® patented special reinforced (SR) plastic threads. Sample Engineering Speciï¬ cations All PVC Schedule 40 ï¬ ttings shall be produced by SpearsÂ® Manufacturing Company from PVC Type I cell classiï¬ cation 12454, conforming to ASTM D 1784. All injection molded PVC Schedule 40 ï¬ ttings shall be Certiï¬ ed for potable water service by NSF International and manufactured in strict compliance to ASTM D 2466. All fabricated ï¬ ttings shall be produced in accordance with SpearsÂ® General Speciï¬ cations for Fabricated Fittings. PROGRESSIVE PRODUCTS FROM SPEARSÂ® INNOVATION & TECHNOLOGY Visit our web site: www.spearsmfg.com PVC Thermoplastic Pipe Temperature Pressure De-Rating To determine the maximum internal pressure rating at an elevated temperature, simply multiply the pipe pressure rating at 73Â°F by the percentage speciï¬ ed for the desired temperature. System Operating 73 80 90 100 110 120 130 140 Temperature Â°F (Â°C) (23) (27) (32) (38) (43) (49) (54) (60) PVC 100% 90% 75% 62% 50% 40% 30% 22% NOTE: Valves, Unions and Specialty Products have different elevated temperature ratings than pipe. PVC Basic Physical Properties PVC Chemical Resistance PVC is generally inert to most mineral acids, bases, ASTM Properties Test PVC salts and parafï¬ nic hydrocarbon solutions. For more Method information on PVC chemical resistance refer to Mechanical Properties, 73Â°F the Chemical Resistance of Rigid Vinyls Based on Immersion Test, published by the GEONÂ® Company. Speciï¬ c Gravity, g/cm3 D 792 1.41 Tensile Strength, psi D 638 7,200 NOT FOR USE WITH Modulus of Elasticity, psi D 638 440,000 COMPRESSED AIR OR GAS Compressive Strength, psi D 695 9,000 SpearsÂ® Manufacturing Company DOES NOT Flexural Strength, psi D 790 13,200 RECOMMEND the use of thermoplastic piping products Izod Impact, notched, ft-lb/in D 256 .65 for systems to transport or store compressed air or gases, or Thermal Properties the testing of thermoplastic piping systems with compressed air or gases in above and below ground locations. The use of Heat Deï¬‚ ection Temperature, Â°F at 66 psi D 648 165 our product in compressed air or gas systems automatically Thermal Conductivity, BTU/hr/sq ft/Â°F/in C 177 1.2 voids any warranty for such products, and its use against Coefï¬ cient of Linear Expansion, in/in/Â°F D 696 3.1 X 105 our recommendation is entirely the responsibility and liability of the installer. Flammability Limiting Oxygen Index, % D 2863 43 WARNING: DO NOT USE COMPRESSED UL 94 rating 94V-0 AIR OR GAS TO TEST ANY PVC OR CPVC Other Properties THERMOPLASTIC PIPING PRODUCT OR Water Absorption, % 24 hr. D 570 .05 SYSTEM, AND DO NOT USE DEVICES Industry Standard Color White / Dark Gray PROPELLED BY COMPRESSED AIR OR GAS TO CLEAR SYSTEMS. THESE PRACTICES MAY ASTM Cell Classiï¬ cation D 1784 12454 RESULT IN EXPLOSIVE FRAGMENTATION NSF Potable Water Approved Yes OF SYSTEM PIPING COMPONENTS CAUSING SERIOUS OR FATAL BODILY INJURY. SPEARSÂ® MANUFACTURING COMPANY â€¢ CORPORATE OFFICE 15853 Olden St., Sylmar, CA 91342 â€¢ PO Box 9203, Sylmar, CA 91392 (818) 364-1611 â€¢ www.spearsmfg.com PACIFIC SOUTHWEST ROCKY MOUNTAIN UTAH SOUTHEAST MIDWEST 15860 Olden St. 4880 Florence St. 5395 West 1520 South 4205 Newpoint Pl. Suite 100 1 Gateway Ct . Suite A Sylmar (Los Angeles), CA 91342 Denver, CO 80238 Salt Lake City, UT 84104 Lawrenceville (Atlanta), GA 30043 Bolingbrook (Chicago), IL 60440 (818) 364-1611 â€¢ (800) 862-1499 (303) 371-9430 â€¢ (800) 777-4154 (303) 371-9430 â€¢ (800) 777-4154 (678) 985-1263 â€¢ (800) 662-6326 (630) 759-7529 â€¢ (800) 662-6330 Fax (818) 367-3014 Fax (303) 375-9546 Fax (303) 375-9546 Fax (678) 985-5642 Fax (630) 759-7515 NORTHWEST SOUTH CENTRAL NORTHEAST FLORIDA INTERNATIONAL SALES 4103 C St. NE Suite 200 4250 Patriot Dr. Suite 300 590 Industrial Dr. Suite 100 9563 Parksouth Court 15853 Olden St. Auburn (Seattle), WA 98002 Grapevine (Dallas), TX 76051-2317 Lewisberry (Harrisburg), PA 17339-9532 Orlando, FL 32837 Sylmar (Los Angeles), CA 91342 (253) 939-4433 â€¢ (800) 347-7327 (972) 691-4003 â€¢ (800) 441-1437 (717) 938-8844 â€¢ (800) 233-0275 (407) 843-1960 â€¢ (800) 327-6390 (818) 364-1611 â€¢ Fax (818) 898-3774 Fax (253) 939-7557 Fax (972) 691-4404 Fax (717) 938-6547 Fax (407) 425-3563 Â© Copyright 2007 SpearsÂ® Manufacturing Company. All Rights Reserved. Printed in the United States of America 01/07. 40-2-0604 Municipal Water 1324 Heavywall 1324BCF in 14 in in 12â€ BODY: 1 2 1 2 6 23 1 in Material: HDPE 26 Model: 13â€ x 24â€ Weight: 17 lbs Wall Type: Straight Mouseholes: 0-4 Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 12â€ in 81 4 in 173 4 in in 213 4 121 4 18â€ BODY: 1324 Material: HDPE Model: 13â€ x 24â€ Weight: 23 lbs DIMENSIONS AT BOTTOM OF BOX AREi nTHE SAME FOR 12" AN1D4 in18" DEPTHinS Wall Type: Straight 1 2 1 2 6 23 1 Mouseholes: 0-4 6 in Performance: ANSI/SCTE-77 Tier 8, WUC 3.6, 2 ASTM C857 A-8, Exceeds 20,000 lb minimum load failure 18â€ in 81 4 in 173 4 in Medium Duty: in 213 4 121 4 Non-deliberate Traffic For use in non-vehicular traffic situations only. *Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location. Actual load rating is determined by the DIMENSIONS AT BOTTOM OF BOX ARE THE SAME FOR 12" AND 18" DEPTHS box and cover combination. Contact your Oldcastle Enclosure Solutions Distribution Center for specific information and additional options. Weights and dimensions may vary slightly oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. Municipal Water Heavywall 1324BCF Options: Available Heavy Duty Plastic Covers: Flush Solid Cover Flush Cover with Plastic Reader Door Flush Cover with Cast Iron Reader Door Flush Cover with AMR Recess Flush Cover with AMR Bracket (undermount) Available Polymer Concrete Covers: Composite with AMR Recess HD HDPE Flush Solid Flush Solid Cover Flush Cover with Cast Iron Reader Door Available Composite Covers: Flush Solid Cover Available Ductile Iron Covers: Flush Solid Cover Polymer Cover HD HDPE AMR Recess Flush Cover with Ductile Iron Max View Reader Door Add On Options for All Covers: AMR Opening Add On Options for Plastic and Polymer Covers: AMR Bracket Ductile Iron Max View Cover Raw Material Material Property ASTM Test Method Typical Value1 Specifications: Type, Class, Category D 1248 III, A, 3 Density, g/cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, F50, at oC D 746 <-76 Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi, oF D 648 150o min., not to exceed 200o Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 1The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. Product Load Medium Duty : Non-deliberate Traffic Rating: For use in non-vehicular traffic situations only. Note: Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly All information contained on this sheet is current at the time of printing. Oldcastle Precast, Inc. reserves the right to discontinue or update product information without notice. oldcastleprecast.com/enclosuresolutions 800-735-5566 Revision 5/2013 Â©2013 Oldcastle, Inc. From: Nova Heaton To: Launa Peterson Subject: FW: Swire/Coke water line Date: Thursday, March 14, 2019 9:42:35 AM Attachments: image001.png Launa, can you communicate this to the appropriate parties. CC PW also. Thank you, Nova From: Ryan Morrison Sent: Thursday, March 14, 2019 9:39 AM To: Nova Heaton <NHeaton@arlingtonwa.gov> Cc: Fred Rapelyea <frapelyea@arlingtonwa.gov>; Gary Schlagel <gschlagel@arlingtonwa.gov>; Gus Tararan <gtararan@arlingtonwa.gov> Subject: Swire/Coke water line Nova, As we discussed over the phone, the existing water main between the Swire/Coke property and the Dantrawl/SmartCap construction sites is a very shallow line. As the construction of these sites will be reducing the amount of soil around this line it is appropriate that it be abandoned in favor of the new 12â€ main being installed on Swire/Coke and future developments. The changes required for this will be to install a 12x8 tee at the west end of the line (at 59th) and cut, fill and abandon the 12â€ to the east. This tee should have gate valves on the north and south side and be blocked on the east side. On the east end where Swire/Cokes plans show connection to this main (sheet C5.1) it should be cut, filled and abandoned to the west and a 12x12 tee installed and blocked. In the future, as the property east of Swire/Coke develops, the 12â€ main should be continued to loop and connect to the main in 63rd and the shallow main abandoned. In addition, the existing main in the berm on the east side of 63rd (that Dantrawl is constructing) will need to be replaced/lowered when the roadway is completely built out, whether this becomes a City project or development comes in first. The existing depth of that line would not provide sufficient cover once the road is built out. Let me know if there are any questions. Thank you, Ryan Ryan R. Morrison, PE City Engineer 154 W. Cox Arlington, WA 98223 (O) (360) 403-3512, (C) (360) 913-1224 From: Eric S. To: Nova Heaton; Launa Peterson; Ron Garrison; jake.l@coast-group.com; Trevor Gaskin; Dan Reid Cc: Gary Schlagel; Ryan Morrison; Fred Rapelyea; Kevin Olander Subject: RE: Swire/Coke water line Date: Friday, March 15, 2019 2:29:20 PM Attachments: image001.png [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] This seems acceptable. Eric From: Nova Heaton <NHeaton@arlingtonwa.gov> Sent: Friday, March 15, 2019 2:26 PM To: Launa Peterson <lpeterson@arlingtonwa.gov>; Ron Garrison <RGarrison@big-d.com>; jake.l@coast-group.com; Trevor Gaskin <trevor@coast-group.com>; Dan Reid <DReid@swirecc.com> Cc: Gary Schlagel <gschlagel@arlingtonwa.gov>; Ryan Morrison <RMorrison@arlingtonwa.gov>; Fred Rapelyea <frapelyea@arlingtonwa.gov>; Kevin Olander <kolander@arlingtonwa.gov>; Eric S. <EricS@TerraVistaNW.com> Subject: RE: Swire/Coke water line Gary and Trevor have worked out the following connection configuration based on the agreed upon plan. Please review and comment if you have any concerns. The work will continue per this plan with the water department inspecting and after construction the final system will be shown on the as built plans. Point of Connection on 59th (1) 12â€ FL Tee (1) 12â€ x 8â€ FL Reducer (1) 8â€ FL x MJ GV (1) 8â€ MJ Repair Sleeve (1) 12â€ FL x MJ GV (2) 12â€ MJ Repair Sleeve Cut/Cap existing Main Points of Connection with Smart Cap Bends as needed to make Connection/Elevation work Grinnell Clamps and Connecting Rods Points of Connection with Existing 12â€ Water Main 90 Bend on existing Main Bends as needed to make Connection/Elevation work Grinnell Clamps and Connecting Rods Cut/Cap existing Main Blocking as required. Thank you, Nova From: Launa Peterson Sent: Thursday, March 14, 2019 9:54 AM To: Ron Garrison <RGarrison@big-d.com>; jake.l@coast-group.com; Trevor Gaskin <trevor@coast- group.com>; Dan Reid <DReid@swirecc.com> Cc: Nova Heaton <NHeaton@arlingtonwa.gov>; Gary Schlagel <gschlagel@arlingtonwa.gov> Subject: FW: Swire/Coke water line The City Engineer is in favor of abandoning the existing watermain due to the depth. Please see his comments below. If you have questions or concerns contact Nova Heaton, 360-403-3437 or Gary Schlagel, 425-754- 7793. Launa Peterson Permit Technician II City of Arlington 18204 59th Avenue NE Arlington, WA 98223 (located inside the Airport Office Building) 360-403-3551 ced@arlingtonwa.gov As we discussed over the phone, the existing water main between the Swire/Coke property and the Dantrawl/SmartCap construction sites is a very shallow line. As the construction of these sites will be reducing the amount of soil around this line it is appropriate that it be abandoned in favor of the new 12â€ main being installed on Swire/Coke and future developments. The changes required for this will be to install a 12x8 tee at the west end of the line (at 59th) and cut, fill and abandon the 12â€ to the east. This tee should have gate valves on the north and south side and be blocked on the east side. On the east end where Swire/Cokes plans show connection to this main (sheet C5.1) it should be cut, filled and abandoned to the west and a 12x12 tee installed and blocked. In the future, as the property east of Swire/Coke develops, the 12â€ main should be continued to loop and connect to the main in 63rd and the shallow main abandoned. In addition, the existing main in the berm on the east side of 63rd (that Dantrawl is constructing) will need to be replaced/lowered when the roadway is completely built out, whether this becomes a City project or development comes in first. The existing depth of that line would not provide sufficient cover once the road is built out. Let me know if there are any questions. Thank you, Ryan Ryan R. Morrison, PE City Engineer 154 W. Cox Arlington, WA 98223 (O) (360) 403-3512, (C) (360) 913-1224 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: Distribution Center Expansion - Swire Coca-Cola JOB #: 18-0841 ADDRESS: 59th Avenue NE, Arlington, WA REPORT #: FD001 PERMIT #: DATE: 3/13/2019 CLIENT: Swire Coca-Cola, USA PAGE #: 1 of 2 CONTRACTOR: Big-D Construction INSPECTOR: Suzie Miller Compaction Of: Building Subgrade Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS DensityMoistureDensity Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 -1.0 DT/6 137.2 9.1 125.8 1 97 95 P 2 See Figure 1 -1.0 DT/6 129.9 12.0 116.0 1 89 95 F 3 See Figure 1 -1.0 DT/6 140.1 9.3 128.2 1 98 95 P 4 See Figure 1 -1.0 DT/6 135.5 5.9 127.9 1 98 95 P 5 See Figure 1 -0.5 DT/8 131.2 8.0 121.5 1 93 95 F Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4354A PGS with Gravel Native 130.3 9.0 27 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: Instrotek/3500/2082 M/D Standard Count: 405/3183 Comments: AMENDED 3/15/19: See GeoTest report FD002 for re-test results of tests 2 and 5 above, which effectively resolve the low tests noted in this report. GeoTest was onsite, as requested to provide in-place density testing of the building subgrade at the above location. The fill was compacted with large single drum vibrating rollers. Not all tests met compaction requirements. GeoTest noted that the failing tests occurred in locations with above optimum moisture. GeoTest will return, upon request to provide further density testing and retest failing areas. COPIES: bldgdynamics@gmail.com, chumphrey@safebuilt.com, DReid@swirecc.com, dspencer@safebuilt.com, Reviewed by EricS@terravistanw.com, FMCnabb@big-d.com, grandon.rutter@big-d.com, jboettcher@swirecc.com, Jbrooks@big- d.com, kfoster@arlingtonwa.gov, kimf@kdf-architects.com ...and 7 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: Distribution Center Expansion - Swire Coca-Cola JOB #: 18-0841 CLIENT: Swire Coca-Cola, USA REPORT #: FD001 CONTRACTOR: Big-D Construction PAGE #: 2 of 2 Figure 1 -- Approximate test locations. Figure 1 - Compaction of subgrade with a roller. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: Distribution Center Expansion - Swire Coca-Cola JOB #: 18-0841 ADDRESS: 59th Avenue NE, Arlington, WA REPORT #: FD002 PERMIT #: DATE: 3/14/2019 CLIENT: Swire Coca-Cola, USA PAGE #: 1 of 2 CONTRACTOR: Big-D Construction INSPECTOR: Erik Fulmer Compaction Of: Building Subgrade Field Data: Depth/ DT/ Wet Field Dry Compaction Test Location Elev BS DensityMoistureDensity Lab % Pass/ # (ft) (in) (pcf) (%) (pcf) # Attained Required Fail 1 See Figure 1 - Re-Test from FD001 -.5 DT/12 134.0 7.2 125.0 1 96 95 P 2 See Figure 1 - Re-Test from FD001 -.5 DT/6 135.5 9.3 124.0 1 95 95 P 3 See Figure 1 -1 DT/6 132.9 8.6 122.4 1 94 95 F Lab Max. Dry Optimum Retained Sample Soil Type Source Density Moisture On #4 Test # (pcf) (%) (%) Method 1-4354A PGS with Gravel Native 130.3 9.0 27 ASTM D1557/D4718 2- 0.0 None 3- 0.0 None Gauge Make/Model/Serial#: InstroTek/3500/3053 M/D Standard Count: 598/2173 Comments: GeoTest was onsite, as requested to provide in-place density testing of the building subgrade at the above location. The native fill was compacted with large single drum vibrating rollers. Tests 1 and 2 are re-tests from GeoTest report FD001 and effectively resolve the low tests noted in that report. Not all tests met compaction requirements. GeoTest will return upon request to provide further density testing and retest areas that did not meet 95% or greater per ASTM D1557/D4718. COPIES: bldgdynamics@gmail.com, chumphrey@safebuilt.com, DReid@swirecc.com, dspencer@safebuilt.com, Reviewed by EricS@terravistanw.com, FMCnabb@big-d.com, grandon.rutter@big-d.com, jboettcher@swirecc.com, Jbrooks@big- d.com, kfoster@arlingtonwa.gov, kimf@kdf-architects.com ...and 7 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. The above test results relate only to the sample (or location) tested. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 FIELD DENSITY/MOISTURE REPORT Nuclear Gauge * ASTM D6938 PROJECT: Distribution Center Expansion - Swire Coca-Cola JOB #: 18-0841 CLIENT: Swire Coca-Cola, USA REPORT #: FD002 CONTRACTOR: Big-D Construction PAGE #: 2 of 2 Figure 1: Approximate testing locations indicated in red. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Soil Observation Report PROJECT: Distribution Center Expansion - Swire Coca-Cola JOB #: 18-0841 ADDRESS: 59th Avenue NE, Arlington, WA REPORT #: SO001 PERMIT #: na DATE: 3/5/2019 CLIENT: Swire Coca-Cola, USA PAGE #: 1 of 3 CONTRACTOR: Big-D Construction INSPECTOR: Tristan Coragiulo OBSERVATION OF: Building Pad Observation and Structural Fill Sampling GeoTest was on-site as requested to provide excavated building pad inspection and observation services, as well as field sampling of native fill proposed for use as structural fill. All locations and elevations are approximate and were provided by the contractor. Prior to our arrival, the contractor had excavated 8 to 10 inches of topsoil throughout most of the site down to a medium dense, light brown to orange, poorly graded sand with some silt and gravel (Figure 1). The contractor had then rolled this exposed material twice with a large single-drum vibratory roller as recommended in our geotechnical engineering report. While on-site, a proof roll was conducted with a fully loaded dump truck and no signs of pumping or yielding occurred (Figure 2). This native material exhibited firm and unyielding conditions, making the pad suitable for future placement of structural fill for the building pad. GeoTest obtained two samples of on-site in-situ material via excavator for laboratory testing. These samples represent the native material in the southern portion of the site, which will be transported to the building pad area for structural fill use. Sample 4346A was taken in the southwestern corner of the site near the construction entrance (Figure 3). Sample 4347A was taken in the southeastern corner of the site near the entrance to an adjacent site (Figure 4). GeoTest will return for further inspection and observation as requested. COPIES: bldgdynamics@gmail.com, chumphrey@safebuilt.com, DReid@swirecc.com, dspencer@safebuilt.com, Reviewed by EricS@terravistanw.com, FMCnabb@big-d.com, grandon.rutter@big-d.com, jboettcher@swirecc.com, Jbrooks@big- d.com, kfoster@arlingtonwa.gov, kimf@kdf-architects.com ...and 7 more. This report shall not be reproduced except in full, without the written approval of GeoTest Services, Inc. GeoTest's representatives are on-site to observe, test and provide recommendations. The Contractor retains sole responsibility for the methods, operations and sequences of construction, including obtaining approval from the design authority and owner prior to proceeding with any change in the work scope and/or any associated costs. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Soil Observation Report PROJECT: Distribution Center Expansion - Swire Coca-Cola JOB #: 18-0841 CLIENT: Swire Coca-Cola, USA REPORT #: SO001 CONTRACTOR: Big-D Construction PAGE #: 2 of 3 Figure 1. Excavated and compacted native building pad (looking northwest). Figure 2. The proof rolling process of the building pad, in which no pumping or yielding occured. 741 Marine Drive, Bellingham, WA 98225 www.geotest-inc.com 20611 67th Ave. NE. Unit A. Arlington, WA 98223 phone: (360) 733.7318 toll free: (888) 251.5276 fax: (360) 733.7418 Soil Observation Report PROJECT: Distribution Center Expansion - Swire Coca-Cola JOB #: 18-0841 CLIENT: Swire Coca-Cola, USA REPORT #: SO001 CONTRACTOR: Big-D Construction PAGE #: 3 of 3 Figure 3. Sampling process of sample 4346A via excavator in-situ (looking northeast). Figure 4. Sampling process of sample 4347A via excavator in-situ (looking southwest). Sieve Analysis Test Report - C136/C117 6 in. 3 in. 2 in. 1Â½ in. 1 in. Â¾ in. Â½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200 100 90 80 70 60 50 40 PERCENT FINER 30 20 10 0 100 10 1 0.1 GRAIN SIZE - mm. % Gravel % Sand % Fines % +3" Coarse Fine Coarse Medium Fine Silt 0 20 17 6 20 33 4 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Reference Geotech Report Dated June 12th, 2018 4" 100 Fill and Compaction 2" 99 poorly graded sand with gravel 1" 83 Atterberg Limits 3/4" 80 PL= LL= PI= 5/8 77 1/2" 73 Coefficients 3/8" 70 D90= 34.5653 D85= 28.3191 D60= 3.2058 #4 63 D50= 0.7987 D30= 0.3536 D15= 0.2283 #10 57 D10= 0.1686 Cu= 19.01 Cc= 0.23 #20 51 Classification #40 37 USCS= SP AASHTO= #60 17 #100 9 Remarks #200 4.4 No specification provided. * (no specification provided) Location: SE corner Smartcap entrance - Structural Fill Sample Number: 4347A Date: 03-05-19 Client: Swire Coca-Cola, USA Project: Distribution Center Expansion - Swire Coca-Cola 59th Avenue NE, Arlington, WA 98233 This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Project No: 18-0841 Figure SP001 Tested By: AH/JP Checked By: BF Moisture-Density (Proctor) Report 140 135 8.1%, 131.4 pcf 130 Dry density, pcf 9.9%, 124.9 pcf 125 120 ZAV for Sp.G. = 2.65 115 5 7 9 11 13 15 17 Water content, % - Rock Corrected - Uncorrected Test specification: ASTM D 1557-12 Method C Modified ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Classification Nat. % > % < Sp.G. LL PI Depth USCS AASHTO Moist. 3/4 in. No.200 SP 20 4.4 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Reference Geotech Report Dated June 12th, Maximum dry density = 131.4 pcf 124.9 pcf 2018 Optimum moisture = 8.1 % 9.9 % Fill and Compaction Project No. 18-0841 Client: Swire Coca-Cola, USA Remarks: Project: Distribution Center Expansion - Swire Coca-Cola SPG: Assumed 59th Avenue NE, Arlington, WA 98233 Date: 03-05-19 Loc.: SE corner Smartcap entrance - Structural Fill Sample No.: 4347A This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Figure SP001 Tested By: AH Checked By: BF Sieve Analysis Test Report - C136/C117 6 in. 3 in. 2 in. 1Â½ in. 1 in. Â¾ in. Â½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200 100 90 80 70 60 50 40 PERCENT FINER 30 20 10 0 100 10 1 0.1 GRAIN SIZE - mm. % Gravel % Sand % Fines % +3" Coarse Fine Coarse Medium Fine Silt 2 14 18 10 27 23 6 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Reference Geotech Report Dated June 12th, 2018 4" 100 Fill and Compaction 2" 96 1" 88 Atterberg Limits 3/4" 84 PL= LL= PI= 5/8" 82 1/2" 78 Coefficients 3/8" 75 D90= 29.8186 D85= 20.4973 D60= 2.9732 #4 66 D50= 1.2747 D30= 0.4519 D15= 0.2197 #10 56 D10= 0.1285 Cu= 23.14 Cc= 0.53 #20 44 Classification #40 29 USCS= AASHTO= #60 17 #100 11 Remarks #200 5.9 No specification provided. * (no specification provided) Location: Native - Sampled from SW Corner of site, 30 feet in front of entrance. Sample Number: 4346A Date: 3-6-19 Client: Swire Coca-Cola, USA Project: Distribution Center Expansion - Swire Coca-Cola 59th Avenue NE, Arlington, WA 98233 This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Project No: 18-0841 Figure SP002 Tested By: JP/AH Checked By: BF Moisture-Density (Proctor) Report 142 137 132 8.5%, 131.0 pcf Dry density, pcf 127 9.9%, 126.0 pcf ZAV for 122 Sp.G. = 2.65 117 4 5.5 7 8.5 10 11.5 13 Water content, % - Rock Corrected - Uncorrected Test specification: ASTM D 1557-12 Method C Modified ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Classification Nat. % > % < Sp.G. LL PI Depth USCS AASHTO Moist. 3/4 in. No.200 16 5.9 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Reference Geotech Report Dated June 12th, Maximum dry density = 131.0 pcf 126.0 pcf 2018 Optimum moisture = 8.5 % 9.9 % Fill and Compaction Project No. 18-0841 Client: Swire Coca-Cola, USA Remarks: Project: Distribution Center Expansion - Swire Coca-Cola SPG: Assumed 59th Avenue NE, Arlington, WA 98233 Date: 3-6-19 Loc.: Native - Sampled from SW Corner of site, 30 feet in front of entrance. This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Figure SP002 Tested By: JP Checked By: BF Sieve Analysis Test Report - C136/C117 6 in. 3 in. 2 in. 1Â½ in. 1 in. Â¾ in. Â½ in. 3/8 in. #4 #10 #20 #30 #40 #60 #100 #140 #200 100 90 80 70 60 50 40 PERCENT FINER 30 20 10 0 100 10 1 0.1 GRAIN SIZE - mm. % Gravel % Sand % Fines % +3" Coarse Fine Coarse Medium Fine Silt 1 9 17 11 37 22 3 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Reference Geotech Report Dated June 12th, 2018 4" 100 Structural Fill 2" 97 Poorly graded sand with gravel 1" 93 Atterberg Limits 3/4" 90 PL= LL= PI= 1/2" 85 3/8" 81 Coefficients 1/4" 76 D90= 19.2900 D85= 12.8833 D60= 1.7415 #4 73 D50= 0.9536 D30= 0.4999 D15= 0.2983 #10 62 D10= 0.2205 Cu= 7.90 Cc= 0.65 #20 47 Classification #40 25 USCS= SP AASHTO= #60 12 #100 7 Remarks #200 3.2 No specification provided. * (no specification provided) Location: Native- Sampled from Stockpile, Northern-Half, Middle Perimeter Sample Number: 4354A Date: 03-11-19 Client: Swire Coca-Cola, USA Project: Distribution Center Expansion - Swire Coca-Cola 59th Avenue NE, Arlington, WA 98233 This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Project No: 18-0841 Figure SP003 Tested By: JP/AH Checked By: BF Moisture-Density (Proctor) Report 140 135 9.0%, 130.3 pcf 130 Dry density, pcf 125 10.8%, 124.1 pcf 120 ZAV for Sp.G. = 2.65 115 3 5 7 9 11 13 15 Water content, % - Rock Corrected - Uncorrected Test specification: ASTM D 1557-12 Method B Modified ASTM D4718-15 Oversize Corr. Applied to Each Test Point Elev/ Classification Nat. % > % < Sp.G. LL PI Depth USCS AASHTO Moist. 3/8 in. No.200 SP 19 3.2 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Reference Geotech Report Dated June 12th, Maximum dry density = 130.3 pcf 124.1 pcf 2018 Optimum moisture = 9.0 % 10.8 % Structural Fill Project No. 18-0841 Client: Swire Coca-Cola, USA Remarks: Project: Distribution Center Expansion - Swire Coca-Cola SPG: Assumed 59th Avenue NE, Arlington, WA 98233 Date: 03-11-19 Loc.: Native- Sampled from Stockpile, Northern-Half, Middle Perimeter This report may not be reproduced, except in full, without the prior written approval of GeoTest Services, Inc.Figure SP003 Tested By: JP Checked By: BF Burlington, WA Corporate Laboratory (a) 1620 S Walnut St Burlington, WA 98233 800.755.9295 â€¢ 360.757.1400 Bellingham, WA Microbiology (b) 805 Orchard Dr Ste 4 Bellingham, WA 98225 360.715.1212 Portland, OR Microbiology/Chemistry (c) 9150 SW Pioneer Ct Ste W Wilsonville, OR 97070 503.682.7802 Corvallis, OR Microbiology (d) 540 SW Third Street Corvallis, OR 97333 541.753.4946 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 19-26697 154 W Cox Avenue Project: Swire Coke Cola Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-52090 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 1A Sample Type: D - Drinking Water Date Collected: 7/17/19 08:56 Sample Purpose: Investigative or Other Date Received: 7/17/19 Sample Location: Not Provided Date Set: 7/17/19 17:04 County: Snohomish Date Analyzed: 7/18/19 11:12 Sampled By: Augusto Tararan Report Date: 7/19/19 Sampler Phone: 360-403-3533 Comment: Approved By: jln,rml Authorized by: Jessica L Nunamaker Microbiologist/QA Officer DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_190717b 3 E. COLI Absent per 100mL SM9223 B m_190717b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: ltaylor@arlingtonwa.gov; kwallace@arlingtonwa.gov; sboyd@arlingtonwa.gov; frapelyea@arlingtonwa.gov; bcochinella@arlingtonwa.gov; mwolanek@arlingtonwa.gov; bcochinella@arlingtonwa.gov; jewing@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) 1620 S Walnut St Burlington, WA 98233 800.755.9295 â€¢ 360.757.1400 Bellingham, WA Microbiology (b) 805 Orchard Dr Ste 4 Bellingham, WA 98225 360.715.1212 Portland, OR Microbiology/Chemistry (c) 9150 SW Pioneer Ct Ste W Wilsonville, OR 97070 503.682.7802 Corvallis, OR Microbiology (d) 540 SW Third Street Corvallis, OR 97333 541.753.4946 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 19-26697 154 W Cox Avenue Project: Swire Coke Cola Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-52091 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 1B Sample Type: D - Drinking Water Date Collected: 7/17/19 09:19 Sample Purpose: Investigative or Other Date Received: 7/17/19 Sample Location: Not Provided Date Set: 7/17/19 17:04 County: Snohomish Date Analyzed: 7/18/19 11:12 Sampled By: Augusto Tararan Report Date: 7/19/19 Sampler Phone: 360-403-3533 Comment: Approved By: jln,rml Authorized by: Jessica L Nunamaker Microbiologist/QA Officer DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_190717b 3 E. COLI Absent per 100mL SM9223 B m_190717b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: ltaylor@arlingtonwa.gov; kwallace@arlingtonwa.gov; sboyd@arlingtonwa.gov; frapelyea@arlingtonwa.gov; bcochinella@arlingtonwa.gov; mwolanek@arlingtonwa.gov; bcochinella@arlingtonwa.gov; jewing@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) 1620 S Walnut St Burlington, WA 98233 800.755.9295 â€¢ 360.757.1400 Bellingham, WA Microbiology (b) 805 Orchard Dr Ste 4 Bellingham, WA 98225 360.715.1212 Portland, OR Microbiology/Chemistry (c) 9150 SW Pioneer Ct Ste W Wilsonville, OR 97070 503.682.7802 Corvallis, OR Microbiology (d) 540 SW Third Street Corvallis, OR 97333 541.753.4946 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 19-26697 154 W Cox Avenue Project: Swire Coke Cola Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-52092 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 2A Sample Type: D - Drinking Water Date Collected: 7/17/19 10:00 Sample Purpose: Investigative or Other Date Received: 7/17/19 Sample Location: Not Provided Date Set: 7/17/19 17:04 County: Snohomish Date Analyzed: 7/18/19 11:12 Sampled By: Augusto Tararan Report Date: 7/19/19 Sampler Phone: 360-403-3533 Comment: Approved By: jln,rml Authorized by: Jessica L Nunamaker Microbiologist/QA Officer DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_190717b 3 E. COLI Absent per 100mL SM9223 B m_190717b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: ltaylor@arlingtonwa.gov; kwallace@arlingtonwa.gov; sboyd@arlingtonwa.gov; frapelyea@arlingtonwa.gov; bcochinella@arlingtonwa.gov; mwolanek@arlingtonwa.gov; bcochinella@arlingtonwa.gov; jewing@arlingtonwa.gov Burlington, WA Corporate Laboratory (a) 1620 S Walnut St Burlington, WA 98233 800.755.9295 â€¢ 360.757.1400 Bellingham, WA Microbiology (b) 805 Orchard Dr Ste 4 Bellingham, WA 98225 360.715.1212 Portland, OR Microbiology/Chemistry (c) 9150 SW Pioneer Ct Ste W Wilsonville, OR 97070 503.682.7802 Corvallis, OR Microbiology (d) 540 SW Third Street Corvallis, OR 97333 541.753.4946 Page 1 of 1 Washington State Department of Health WATER BACTERIOLOGICAL ANALYSIS Client Name: Arlington City, Water Reference Number: 19-26697 154 W Cox Avenue Project: Swire Coke Cola Arlington, WA 98223 System Name: ARLINGTON WATER DEPT Repeat Sample Number: System ID Number: 02950K Lab Number: 164-52093 DOH Source Number: 00 - Distribution Sample (Bacteria) Field ID: 2B Sample Type: D - Drinking Water Date Collected: 7/17/19 10:18 Sample Purpose: Investigative or Other Date Received: 7/17/19 Sample Location: Not Provided Date Set: 7/17/19 17:04 County: Snohomish Date Analyzed: 7/18/19 11:12 Sampled By: Augusto Tararan Report Date: 7/19/19 Sampler Phone: 360-403-3533 Comment: Approved By: jln,rml Authorized by: Jessica L Nunamaker Microbiologist/QA Officer DOH# PARAMETER RESULT Qualifier* UNITS Analyst METHOD Batch COMMENT 1 TOTAL COLIFORM Satisfactory, Coliforms Absent per 100mL jfh SM9223 B m_190717b 3 E. COLI Absent per 100mL SM9223 B m_190717b If the sample is unsatisfactory you can get information at the following health department websites or phone numbers: Island Co: http://www.islandcounty.net/health/Envh/DrinkingWater/index.htm San Juan Co: http://www.sanjuanco.com/health/ehswater.aspx Skagit Co: http://www.skagitcounty.net/drinkingwater or 360-336-9380 Snohomish Co: 425-339-5250 Whatcom Co: http://www.co.whatcom.wa.us/health/environmental/drinking_water/index.jsp WSDOH: http://www.doh.wa.gov/ehp/dw/Programs/coliform.htm NOTES: If the result is Unsatisfactory, three (3) repeat samples and groundwater source samples are required for Group A Public Water Systems. Private individuals should investigate the cause of the unsatisfactory result and resample. If E. Coli or Fecal Coliform are present in sample do not drink the water until it is properly treated. *If data qualifiers are present, see accompanying Qualifier Definition report. FORM: cBact email: ltaylor@arlingtonwa.gov; kwallace@arlingtonwa.gov; sboyd@arlingtonwa.gov; frapelyea@arlingtonwa.gov; bcochinella@arlingtonwa.gov; mwolanek@arlingtonwa.gov; bcochinella@arlingtonwa.gov; jewing@arlingtonwa.gov swire coke a cola punch list 1 .valve cluster at se corner the 4 valve need valve ext as per coa standard w-190 2. hyd valve on the se corner needs valve ext as per coa standard w-190 3. hyd to the sw side of project needs valve ext as per coa standard w- 190 4. hyd in front parking lot need the 4 bollards filled with cement as per coa standard w-30 5. irrigation lid need to be flip read door as per coa standard w-40 EXHIBIT A 5/9/2020 EXHIBIT B Benchmark Surveying LLC 11915 44th Dr. SE Everett, WA 98208 206-396-3199 30' ROW Dedicatio n Swire Coca-Cola Property E N E V A D R 3 6 180TH ST NE City of Arlington Legend Exhib it C Sw ire Co ca Co la Sw ire 30' ROW Dedicatio n Â± Right-o f-Way Dedicatio n Parcels Aerial 2017 Scale: File: 1 inch = 200 feet Swiire_Co caCo la_ROW_8.5x11_20 Maps and GIS data are distributed â€œAS-ISâ€ without warranties of any kind, either express or implied, including but not limited to warranties of suitability for a particular purpose or use. Map data are compiled from a variety of sources which may contain errors and users who rely upon the information Date: Cartographer: do so at their own risk. Users agree to indemnify, defend, and hold harmless the City of Arlington for any and all liability of any nature arising out of or resulting from the lack of accuracy or correctness of the 11/24/2020 akc data, or the use of the data presented in the maps. 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