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Home My WebLink About127 N Olympic Ave_PWD3229_2026 ROAD CLOSURE REQUEST Community & Economic Development City of Arlington â€¢ 18204 59th Avenue NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403-3551 Name/Company: Street: Date: Time: Purpose: ï² Complete Closure ï² Partial Closure ï² Diversion Closure (i.e. no access) (i.e.one lane of traffic) (i.e. to turn lane) Describe what section of the road will be closed using cross streets or a street address with the total linear footage of closure. Please briefly explain your traffic control plan and/or detour route, including safety precautions that will be taken in the evenings for multiple day closures. Attach a traffic control plan in necessary. Revised 10/2013 CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department City of Arlington l 18204 59th Avenue NE l Arlington WA 98223 l (360) 403-3551 This form is to be completed and submitted with Type I , Type II Type III Construction Permit Application. 1) Based on permit type requested (Type I, Type II or Type III), complete the form as follows: l Type I permits complete all sections. l Type II permits complete as follows: - Grading Only - Complete Temporary Erosion and Sediment Control (TESC). - Stormwater Drainage Only - Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private l Type III permits complete the Temporary Erosion and Sediment Control (TESC). 2) The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. 3) Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should be completed. 4) The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. 5) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost. There are a few unit prices that are blank, please complete them accordingly. 6) Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. PROJECT COSTS PUBLIC TOTAL PRIVATE TOTAL TOTAL PROJECT COST $ 6,832.50 $ - $ 6,832.50 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 409.95 GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ 409.95 An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance. The Assurance Device shall be 150% of the Construction Calculation Worksheet which are as follows: l Road and Alley (Public) l Stormwater Drainage and Grading (Public) l Utilities (Public) l Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 6,832.50 PERFORMANCE DEVICE 150% Amount Due $ 10,248.75 Base Calculation of Maintenance Device $ 6,323.75 MAINTENANCE DEVICE 20% Amount Due $ 1,264.75 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 2 $ 71.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF $ - BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE $ - BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH $ - BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR 4 $ 336.00 Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 407.00 MOBILIZATION 10%: $ 40.70 CONTINGENCY 15%: $ 61.05 TOTAL: $ 508.75 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Public Private STORMWATER DRAINAGE Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH $ - $ - CB Type IL $ 1,850.00 EACH $ - $ - CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH $ - $ - Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY $ - $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - $ - Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - $ - Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBTOTAL: $ - $ - MOBILIZATION 10%: $ - CONTINGENCY 15%: $ - TOTAL: $ - $ - 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 21 $ 231.00 Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - Bollards - fixed $ 325.00 EACH $ - Bollards - removable $ 600.00 EACH $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - Excavation - bulk $ 2.50 CY $ - Excavation - Trench $ 5.00 CY 21 $ 105.00 Fencing, cedar, 6' high $ 25.00 LF $ - Fencing, chain link, 4' $ 19.50 LF $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - Fencing, chain link, gate, vinyl coated, 20' $ 1,563.00 EACH $ - Fencing, split rail, 3' high $ 14.00 LF $ - Fill & compact - common barrow $ 27.00 CY $ - Fill & compact - gravel base $ 30.00 CY $ - Fill & compact - screened topsoil $ 45.00 CY $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - Grading, fine, by hand $ 2.00 SY $ - Grading, fine, with grader $ 1.25 SY $ - Guard Post $ 90.00 EACH $ - Monuments $ 104.00 EACH $ - Sensitive Areas Sign $ 20.00 EACH $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - Topsoil Type A (imported) $ 30.00 CY $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - Trail, 4" chipped wood $ 9.00 SY $ - Trail, 4" crushed cinder $ 10.00 SY $ - Trail, 4" top course $ 9.50 SY $ - Wall, retaining, concrete $ 66.00 SF $ - Wall, rockery $ 13.00 SF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 336.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Description Unit Price Unit Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - AC Grinding, 4' wide machine 1000-2000sy $ 8.50 SY $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - AC Removal/Disposal/Repair $ 60.00 SY $ - Barricade, Type I $ 36.00 LF $ - Barricade Type II $ 25.00 LF $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - Conduit, 2" $ 5.00 LF $ - Curb & Gutter, rolled $ 20.00 LF $ - Curb & Gutter, vertical $ 15.00 LF 10 $ 150.00 Curb and Gutter, demolition and disposal $ 20.00 LF 10 $ 200.00 Curb, extruded asphalt $ 5.00 LF $ - Curb, extruded concrete $ 4.50 LF $ - Guard Rail $ 30.00 LF $ - Sawcut, asphalt, 3" depth $ 3.50 LF 122 $ 427.00 Sawcut, concrete, per 1" depth $ 3.00 LF 24 $ 72.00 Sealant, asphalt $ 2.00 LF 122 $ 244.00 Shoulder, gravel, 4" thick $ 11.00 SY $ - Sidewalk, 4" thick $ 40.00 SY 45 $ 1,800.00 Sidewalk, 4" thick, demolition and disposal $ 36.00 SY 45 $ 1,620.00 Sidewalk, 6" thick $ 45.00 SY $ - Sidewalk, 6" thick, demolition and disposal $ 45.00 SY $ - Signs $ - LS $ - Sign, Handicap $ 100.00 EACH $ - Striping, per stall $ 7.50 EACH $ - Street Light System $ - LS $ - Traffic Signal $ - LS $ - Traffic Signal Modification $ - LS $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF $ - Striping, 4" reflectorized line $ 0.40 LF $ - AC Patching/Trenching Restoration $ 100.00 TON $ - Controlled Density Fill (CDF) $ 90.00 CY $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 4,513.00 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 14 $ 210.00 Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY $ - Asphalt Road 5", First 2500 SY $ 22.00 SY $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - Gravel Base Course 2" $ 7.50 SY $ - Gravel Base Course 4" $ 15.00 SY $ - Gravel Base Course 6" $ 22.50 SY $ - Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - Concrete Road, 5", no base, over 2500 SY $ 22.00 SY $ - Concrete Road, 6", no base, over 2500 SY $ 32.00 SY $ - Thickened Edge $ 11.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ 210.00 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Description Unit Price Unit Quantity Cost Blowoff $ 1,800.00 EACH $ - Connection to Existing Water Main $ 2,000.00 EACH $ - Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF $ - Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - Gate Valve, 6 inch Dia $ 250.00 EACH $ - Gate Valve, 8 Inch Dia $ 380.00 EACH $ - Gate Valve, 10 Inch Dia $ 425.00 EACH $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH $ - Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - Pressure Reducing Valve Assembly, 10 In. Dia $ 4,200.00 EACH $ - Pressure Reducing Valve Assembly, 12 In. Dia $ 5,000.00 EACH $ - Valve Marker Post $ 350.00 EACH $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Description Unit Price Unit Quantity Cost Connection to Existing Sewer Main $ - EACH $ - Clean Outs $ 500.00 EACH $ - Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - Lift Station (Entire System) $ - LS $ - Manhole, 48 Inch Dia $ 3,000.00 EACH $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - for additional depth over 4 feet/per foot $ 625.00 FEET $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - for additional depth over 4 feet/per foot $ 625.00 FEET $ - Outside Drop $ - LS $ - Inside Drop $ - LS $ - Pipe, C-900 $ 90.00 LF $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, SEWER, PUBLIC LANDSCAPING) SUBTOTAL $ 5,059.00 MOBILIZATION 10%: $ 505.90 CONTINGENCY 15%: $ 758.85 GRANDTOTAL: $ 6,323.75 Rev 7/2017 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 $ 6,832.50 $ - $ 6,832.50 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 409.95 GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ 409.95 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 $ 6,832.50 PERFORMANCE DEVICE 150% Amount Due $ 10,248.75 Base Calculation of Maintenance Device $ 6,323.75 MAINTENANCE DEVICE 20% Amount Due $ 1,264.75 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 $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 2 $ 71.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF $ - BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE $ - BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH $ - BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR 4 $ 336.00 Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 407.00 MOBILIZATION 10%: $ 40.70 CONTINGENCY 15%: $ 61.05 TOTAL: $ 508.75 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Private Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH $ - $ - CB Type IL $ 1,850.00 EACH $ - $ - CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH $ - $ - Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY $ - $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - $ - Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - $ - Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBTOTAL: $ - $ - MOBILIZATION 10%: $ - CONTINGENCY 15%: $ - TOTAL: $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - $ - Backfill & Compaction- trench $ 11.00 CY 21 $ 231.00 $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - $ - Bollards - fixed $ 325.00 EACH $ - $ - Bollards - removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation - bulk $ 2.50 CY $ - $ - Excavation - Trench $ 5.00 CY 21 $ 105.00 $ - Fencing, cedar, 6' high $ 25.00 LF $ - $ - Fencing, chain link, 4' $ 19.50 LF $ - $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - $ - Fencing, chain link, gate, vinyl coated, 20' $ 1,563.00 EACH $ - $ - Fencing, split rail, 3' high $ 14.00 LF $ - $ - Fill & compact - common barrow $ 27.00 CY $ - $ - Fill & compact - gravel base $ 30.00 CY $ - $ - Fill & compact - screened topsoil $ 45.00 CY $ - $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - $ - Grading, fine, by hand $ 2.00 SY $ - $ - Grading, fine, with grader $ 1.25 SY $ - $ - Guard Post $ 90.00 EACH $ - $ - Monuments $ 104.00 EACH $ - $ - Sensitive Areas Sign $ 20.00 EACH $ - $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - $ - Topsoil Type A (imported) $ 30.00 CY $ - $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - $ - Trail, 4" chipped wood $ 9.00 SY $ - $ - Trail, 4" crushed cinder $ 10.00 SY $ - $ - Trail, 4" top course $ 9.50 SY $ - $ - Wall, retaining, concrete $ 66.00 SF $ - $ - Wall, rockery $ 13.00 SF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 336.00 Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - $ - AC Grinding, 4' wide machine 1000-2000sy $ 8.50 SY $ - $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - $ - AC Removal/Disposal/Repair $ 60.00 SY $ - $ - Barricade, Type I $ 36.00 LF $ - $ - Barricade Type II $ 25.00 LF $ - $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - $ - Conduit, 2" $ 5.00 LF $ - $ - Curb & Gutter, rolled $ 20.00 LF $ - $ - Curb & Gutter, vertical $ 15.00 LF 10 $ 150.00 $ - Curb and Gutter, demolition and disposal $ 20.00 LF 10 $ 200.00 $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - $ - Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF 122 $ 427.00 $ - Sawcut, concrete, per 1" depth $ 3.00 LF 24 $ 72.00 $ - Sealant, asphalt $ 2.00 LF 122 $ 244.00 $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - $ - Sidewalk, 4" thick $ 40.00 SY 45 $ 1,800.00 $ - Sidewalk, 4" thick, demolition and disposal $ 36.00 SY 45 $ 1,620.00 $ - Sidewalk, 6" thick $ 45.00 SY $ - $ - Sidewalk, 6" thick, demolition and disposal $ 45.00 SY $ - $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH $ - $ - Striping, per stall $ 7.50 EACH $ - $ - Street Light System $ - LS $ - $ - Traffic Signal $ - LS $ - $ - Traffic Signal Modification $ - LS $ - $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF $ - $ - Striping, 4" reflectorized line $ 0.40 LF $ - $ - AC Patching/Trenching Restoration $ 100.00 TON $ - $ - Controlled Density Fill (CDF) $ 90.00 CY $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 4,513.00 Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY $ - $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - $ - Asphalt Road 3", First 2500 SY $ 15.00 SY 14 $ 210.00 $ - Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY $ - $ - Asphalt Road 5", First 2500 SY $ 22.00 SY $ - $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - $ - Gravel Base Course 2" $ 7.50 SY $ - $ - Gravel Base Course 4" $ 15.00 SY $ - $ - Gravel Base Course 6" $ 22.50 SY $ - $ - Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - $ - Concrete Road, 5", no base, over 2500 SY $ 22.00 SY $ - $ - Concrete Road, 6", no base, over 2500 SY $ 32.00 SY $ - $ - Thickened Edge $ 11.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 210.00 Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Blowoff $ 1,800.00 EACH $ - $ - Connection to Existing Water Main $ 2,000.00 EACH $ - $ - Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF $ - $ - Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - $ - Gate Valve, 6 inch Dia $ 250.00 EACH $ - $ - Gate Valve, 8 Inch Dia $ 380.00 EACH $ - $ - Gate Valve, 10 Inch Dia $ 425.00 EACH $ - $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH $ - $ - Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - $ - Pressure Reducing Valve Assembly, 10 In. Dia $ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. Dia $ 5,000.00 EACH $ - $ - Valve Marker Post $ 350.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Connection to Existing Sewer Main $ - EACH $ - $ - Clean Outs $ 500.00 EACH $ - $ - Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - $ - Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - $ - Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - $ - Lift Station (Entire System) $ - LS $ - $ - Manhole, 48 Inch Dia $ 3,000.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 625.00 FEET $ - $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 625.00 FEET $ - $ - Outside Drop $ - LS $ - $ - Inside Drop $ - LS $ - $ - Pipe, C-900 $ 90.00 LF $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION nclude Public Improvements & Private Developmen Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, SEWER, PUBLIC PRIVATE LANDSCAPING) SUBTOTAL $ 5,059.00 $ - MOBILIZATION 10%: $ 505.90 $ - CONTINGENCY 15%: $ 758.85 $ - GRANDTOTAL: $ 6,323.75 $ - Rev 7/2017 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name:127 N Olympic Ave ROW Construction for utilities Permit No.: PWD#3229 Review Date: 8/23/2022 Contact: Jeremy Benezra Phone No.: 206-465-9678 Review Phase: 1 Report Date: 8/23/2022 Reviewing Dept.: CED Applicant: Benezra Construction DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. MH Sheet C 2.1 Detail 12 FDC shall be exterior wall mount to outside of building FDC detail has been added to sheet C 2.1 DETAILS 2. MH Sheet C 1.0 Final extent of roadway restoration to be determined Note has been added on sheet C 1.0 COVER, after all excavation has been completed. WATER, SWPPP PLAN. 3. MH Sheet C 1.0 All curb/gutter to be replaced. No tunneling of C/G Note has been added on sheet C 1.0 COVER, allowed WATER, SWPPP PLAN. 4. MH Sheet C 1.0 All sidewalk in construction area to be replaced. Note has been added on sheet C 1.0 COVER, Sidewalk shall be removed to full joint, no partial WATER, SWPPP PLAN. sidewalk panels allowed. Page 1 of 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 $ 14,901.25 $ - $ 14,901.25 Verify formula, totals do not match PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) $ 894.08 GRADING FEE (4) (Cubic Yard ) $ - Review fees due at time of submittal Total Review Fees Due $ 894.08 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 $ 14,901.25 PERFORMANCE DEVICE 150% Amount Due $ 22,351.88 Base Calculation of Maintenance Device $ 14,392.50 MAINTENANCE DEVICE 20% Amount Due $ 2,878.50 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH $ - BMP C207 Catch Basin Protection $ 35.50 EACH 2 $ 71.00 Crushed surfacing 1 1/4" minus $ 18.00 TON $ - WSDOT 9-03.9(3) Ditching $ 8.00 CY $ - Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF $ - BMP C233 Fence, Temporary (NGPA) $ 2.00 LF $ - Geotextile Fabric $ 2.50 SY $ - Hay Bale Silt Trap $ 0.50 EACH $ - Hydroseeding $ 4,200.00 ACRE $ - BMP C120 Interceptor Swale / Dike $ 1.00 LF $ - Jute Mesh $ 2.00 SY $ - BMP C122 Level Spreader $ 1.75 LF $ - Mulch, by hand, straw, 3" deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2" deep $ 1.00 SY $ - BMP C121 Piping, temporary, CPP, 6" $ 12.50 LF $ - Piping, temporary, CPP, 8" $ 19.00 LF $ - Piping, temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY $ - BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'x15'x1' $ 3,600.00 EACH $ - BMP C105 Sediment pond riser assembly $ 3,050.00 EACH $ - BMP C241 Sediment trap, 5' high berm $ 21.00 LF $ - BMP C240 Sed. trap, 5' high, riprapped spillway berm section $ 79.00 LF $ - BMP C240 Seeding, by hand $ 1.00 SY $ - BMP C120 Sodding, 1" deep, level ground $ 8.00 SY $ - BMP C120 Sodding, 1" deep, sloped ground $ 9.50 SY $ - BMP C120 TESC Supervisor $ 84.00 HR 4 $ 336.00 Water truck, dust control $ 130.00 HR $ - BMP C140 WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - SUBTOTAL (TESC Only): $ 407.00 MOBILIZATION 10%: $ 40.70 CONTINGENCY 15%: $ 61.05 TOTAL: $ 508.75 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Private Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention $ 26.00 SY $ - $ - * (CBs include frame and lid) Beehive $ 90.00 EACH $ - $ - CB Type I $ 1,650.00 EACH $ - $ - CB Type IL $ 1,850.00 EACH $ - $ - CB Type II, 48" Dia $ 2,550.00 EACH $ - $ - for additional depth over 4' $ 650.00 FT $ - $ - CB Type II, 54" Dia $ 2,700.00 EACH $ - $ - for additional depth over 4' $ 600.00 FT $ - $ - CB Type II, 60" Dia $ 2,900.00 EACH $ - $ - for additional depth over 4' $ 750.00 FT $ - $ - CB Type II, 72" Dia $ 4,000.00 EACH $ - $ - for additional depth over 4' $ 900.00 FT $ - $ - Through-curb Inlet Framework (Add) $ 550.00 EACH $ - $ - Cleanout, PVC, 4" $ 200.00 EACH $ - $ - Cleanout, PVC, 6" $ 250.00 EACH $ - $ - Cleanout, PVC, 8" $ 300.00 EACH $ - $ - Culvert, Box __ ft x __ ft $ - LS $ - $ - Culvert, PVC, 4" $ 12.00 LF $ - $ - Culvert, PVC, 6" $ 17.00 LF $ - $ - Culvert, PVC, 8" $ 19.00 LF $ - $ - Culvert, PVC, 12" $ 30.00 LF $ - $ - Culvert, CMP, 8" $ 23.00 LF $ - $ - Culvert, CMP, 12" $ 35.00 LF $ - $ - Culvert, CMP, 15" $ 42.00 LF $ - $ - Culvert, CMP, 18" $ 47.00 LF $ - $ - Culvert, CMP, 24" $ 69.00 LF $ - $ - Culvert, CMP, 30" $ 100.00 LF $ - $ - Culvert, CMP, 36" $ 150.00 LF $ - $ - Culvert, CMP, 48" $ 194.00 LF $ - $ - Culvert, CMP, 60" $ 310.00 LF $ - $ - Culvert, CMP, 72" $ 400.00 LF $ - $ - Culvert, Concrete, 8" $ 36.00 LF $ - $ - Culvert, Concrete, 12" $ 43.00 LF $ - $ - Culvert, Concrete, 15" $ 52.00 LF $ - $ - Culvert, Concrete, 18" $ 55.00 LF $ - $ - Culvert, Concrete, 24" $ 85.00 LF $ - $ - Culvert, Concrete, 30" $ 136.00 LF $ - $ - Culvert, Concrete, 36" $ 165.00 LF $ - $ - Culvert, Concrete, 42" $ 196.00 LF $ - $ - Culvert, Concrete, 48" $ 210.00 LF $ - $ - Culvert, CPP, 6" $ 16.00 LF $ - $ - Culvert, CPP, 8" $ 22.00 LF $ - $ - Culvert, CPP, 12" $ 28.00 LF $ - $ - Culvert, CPP, 15" $ 34.00 LF $ - $ - Culvert, CPP, 18" $ 39.00 LF $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 24" $ 49.00 LF $ - $ - Culvert, CPP, 30" $ 62.00 LF $ - $ - Culvert, CPP, 36" $ 69.00 LF $ - $ - Ditching $ 12.00 CY $ - $ - Flow Dispersal Trench (1,436 base+) $ 40.00 LF $ - $ - French Drain (3' depth) $ 39.00 LF $ - $ - Geotextile, laid in trench, polypropylene $ 5.00 SY $ - $ - Infiltration pond testing $ 125.00 HR $ - $ - Mid-tank Access Riser, 48" dia, 6' deep $ 2,025.00 EACH $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - Pipe, C900 $ 90.00 LF $ - $ - Pond Overflow Spillway $ 18.00 SY $ - $ - Restrictor/Oil Separator, 12" $ 1,500.00 EACH $ - $ - Restrictor/Oil Separator, 15" $ 1,550.00 EACH $ - $ - Restrictor/Oil Separator, 18" $ 1,680.00 EACH $ - $ - Riprap, placed $ 52.00 CY $ - $ - Tank End Reducer (36" Dia) $ 1,280.00 EACH $ - $ - Thru-Inlet at CB $ 150.00 EACH $ - $ - Trash Rack, 12" $ 320.00 EACH $ - $ - Trash Rack, 15" $ 325.00 EACH $ - $ - Trash Rack, 18" $ 350.00 EACH $ - $ - Trash Rack, 21" $ 375.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBTOTAL: $ - $ - MOBILIZATION 10%: $ - CONTINGENCY 15%: $ - TOTAL: $ - $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET GENERAL ITEMS Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Backfill & Compaction- embankment $ 8.00 CY $ - $ - Backfill & Compaction- trench $ 11.00 CY 21 $ 231.00 $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - $ - Bollards - fixed $ 325.00 EACH $ - $ - Bollards - removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation - bulk $ 2.50 CY $ - $ - Excavation - Trench $ 5.00 CY 21 $ 105.00 $ - Fencing, cedar, 6' high $ 25.00 LF $ - $ - Fencing, chain link, 4' $ 19.50 LF $ - $ - Fencing, chain link, vinyl coated, 6' high $ 18.00 LF $ - $ - Fencing, chain link, gate, vinyl coated, 20' $ 1,563.00 EACH $ - $ - Fencing, split rail, 3' high $ 14.00 LF $ - $ - Fill & compact - common barrow $ 27.00 CY $ - $ - Fill & compact - gravel base $ 30.00 CY $ - $ - Fill & compact - screened topsoil $ 45.00 CY $ - $ - Gabion, 12" deep, stone filled mesh $ 62.00 SY $ - $ - Gabion, 18" deep, stone filled mesh $ 86.00 SY $ - $ - Gabion, 36" deep, stone filled mesh $ 152.00 SY $ - $ - Grading, fine, by hand $ 2.00 SY $ - $ - Grading, fine, with grader $ 1.25 SY $ - $ - Guard Post $ 90.00 EACH $ - $ - Monuments $ 104.00 EACH $ - $ - Sensitive Areas Sign $ 20.00 EACH $ - $ - Sodding, 1" deep, sloped ground $ 10.00 SY $ - $ - Topsoil Type A (imported) $ 30.00 CY $ - $ - Traffic control crew ( 2 flaggers ) $ 98.00 HR $ - $ - Trail, 4" chipped wood $ 9.00 SY $ - $ - Trail, 4" crushed cinder $ 10.00 SY $ - $ - Trail, 4" top course $ 9.50 SY $ - $ - Wall, retaining, concrete $ 66.00 SF $ - $ - Wall, rockery $ 13.00 SF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 336.00 Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET IMPROVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost AC Grinding, 4' wide machine < 1000sy $ 35.00 SY $ - $ - AC Grinding, 4' wide machine 1000-2000sy $ 8.50 SY $ - $ - AC Grinding, 4' wide machine > 2000sy $ 2.50 SY $ - $ - AC Removal/Disposal/Repair $ 60.00 SY $ - $ - Barricade, Type I $ 36.00 LF $ - $ - Barricade Type II $ 25.00 LF $ - $ - Barricade, Type III ( Permanent ) $ 55.00 LF $ - $ - Conduit, 2" $ 5.00 LF $ - $ - Curb & Gutter, rolled $ 20.00 LF $ - $ - Curb & Gutter, vertical $ 15.00 LF 10 $ 150.00 $ - Curb and Gutter, demolition and disposal $ 20.00 LF 10 $ 200.00 $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - $ - Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3" depth $ 3.50 LF 122 $ 427.00 $ - Sawcut, concrete, per 1" depth $ 3.00 LF 24 $ 72.00 $ - Sealant, asphalt $ 2.00 LF 122 $ 244.00 $ - Shoulder, gravel, 4" thick $ 11.00 SY $ - $ - Sidewalk, 4" thick $ 40.00 SY 45 $ 1,800.00 $ - Sidewalk, 4" thick, demolition and disposal $ 36.00 SY 45 $ 1,620.00 $ - Sidewalk, 6" thick $ 45.00 SY $ - $ - Sidewalk, 6" thick, demolition and disposal $ 45.00 SY $ - $ - Signs $ - LS $ - $ - Sign, Handicap $ 100.00 EACH $ - $ - Striping, per stall $ 7.50 EACH $ - $ - Street Light System $ - LS $ - $ - Traffic Signal $ - LS $ - $ - Traffic Signal Modification $ - LS $ - $ - Striping, thermoplastic, ( for crosswalk ) $ 3.50 SF $ - $ - Striping, 4" reflectorized line $ 0.40 LF $ - $ - AC Patching/Trenching Restoration $ 100.00 TON $ - $ - Controlled Density Fill (CDF) $ 90.00 CY $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 4,513.00 Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STREET SURFACING/PAVEMENT Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Asphalt Overlay, 1.5" AC $ 12.00 SY $ - $ - Asphalt Overlay, 2" AC $ 15.00 SY $ - $ - Asphalt Road 2", First 2500 SY $ 10.00 SY $ - $ - Asphalt Road 2", Qty. over 2500SY $ 9.00 SY $ - $ - Asphalt Road 3", First 2500 SY $ 15.00 SY 14 $ 210.00 $ - Asphalt Road 3", Qty. over 2500 SY $ 13.00 SY $ - $ - Asphalt Road 5", First 2500 SY $ 22.00 SY $ - $ - Asphalt Road 5", Qty. Over 2500 SY $ 22.00 SY $ - $ - Asphalt Road 6", First 2500 SY $ 25.00 SY $ - $ - Asphalt Road 6", Qty. Over 2500 SY $ 24.00 SY $ - $ - Asphalt Treated Base, 4" thick $ 14.00 SY $ - $ - Gravel Base Course 2" $ 7.50 SY $ - $ - Gravel Base Course 4" $ 15.00 SY $ - $ - Gravel Base Course 6" $ 22.50 SY $ - $ - Gravel Road, 4" rock, First 2500 SY $ 15.00 SY $ - $ - Gravel Road, 4" rock, Qty. over 2500 SY $ 11.00 SY $ - $ - Concrete Road, 5", no base, over 2500 SY $ 22.00 SY $ - $ - Concrete Road, 6", no base, over 2500 SY $ 32.00 SY $ - $ - Thickened Edge $ 11.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 210.00 Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET WATER SYSTEM Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Blowoff $ 1,800.00 EACH $ - $ - Connection to Existing Water Main $ 2,000.00 EACH 3 $ 6,000.00 $ - Ductile Iron Watermain, CL 52, 6 Inch Dia $ 65.00 LF 7 $ 455.00 $ - Ductile Iron Watermain, CL 52, 8 Inch Dia $ 85.00 LF $ - $ - Ductile Iron Watermain, CL 52, 10 Inch Dia $ 103.00 LF $ - $ - Ductile Iron Watermain, CL 52, 12 Inch Dia. $ 125.00 LF $ - $ - Gate Valve, 6 inch Dia $ 250.00 EACH $ - $ - Gate Valve, 8 Inch Dia $ 380.00 EACH $ - $ - Gate Valve, 10 Inch Dia $ 425.00 EACH $ - $ - Gate Valve, 12 Inch Dia $ 500.00 EACH $ - $ - Fire Hydrant Assembly, with Guard Posts $ 3,000.00 EACH $ - $ - Fire Hydrant Assembly, without Guard Posts $ 2,500.00 EACH $ - $ - Air-Vac, 8 Inch Dia $ 6,000.00 EACH $ - $ - Air-Vac,10 Inch Dia $ 7,500.00 EACH $ - $ - Air-Vac, 12 Inch Dia $ 12,000.00 EACH $ - $ - Pressure Reducing Valve Assembly, 8 In. Dia $ 3,800.00 EACH $ - $ - Pressure Reducing Valve Assembly, 10 In. Dia $ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. Dia $ 5,000.00 EACH $ - $ - Valve Marker Post $ 350.00 EACH $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ 6,455.00 Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET SANITARY SEWER Public Improvements Private Development Description Unit Price Unit Quantity Cost Quantity Cost Connection to Existing Sewer Main $ - EACH $ - $ - Clean Outs $ 500.00 EACH $ - $ - Grease Interceptor, 500 gallon $ 6,000.00 EACH $ - $ - Grease Interceptor, 1000 gallon $ 10,000.00 EACH $ - $ - Grease Interceptor, 1500 gallon $ 15,000.00 EACH $ - $ - Side Sewer Pipe, PVC. 4 Inch Dia $ 8.00 LF $ - $ - Side Sewer Pipe, PVC. 6 Inch Dia $ 12.00 LF $ - $ - Sewer Pipe, PVC, 8 inch Dia $ 33.00 LF $ - $ - Sewer Pipe, PVC, 12 Inch Dia $ 41.00 LF $ - $ - Sewer Pipe, PVC, ____ Inch Dia $ - LF $ - $ - Lift Station (Entire System) $ - LS $ - $ - Manhole, 48 Inch Dia $ 3,000.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 532.00 FEET $ - $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 625.00 FEET $ - $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - $ - for additional depth over 4 feet/per foot $ 625.00 FEET $ - $ - Outside Drop $ - LS $ - $ - Inside Drop $ - LS $ - $ - Pipe, C-900 $ 90.00 LF $ - $ - Pipe, High Density Water Pipe (HDWP) $ 160.00 LF $ - $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - $ - $ - $ - Subtotal $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET LANDSCAPING & VEGETATION Include Public Improvements & Private Development Description Unit Price Unit Quantity Cost Street Trees $ 500.00 EACH $ - Root Barrier EACH $ - Median Landscaping $ - LS $ - Right-of-Way Landscaping $ - LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ - LS $ - WRITE-IN-ITEMS $ - $ - $ - $ - $ - $ - Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING, WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ 11,514.00 $ - MOBILIZATION 10%: $ 1,151.40 $ - CONTINGENCY 15%: $ 1,727.10 $ - GRANDTOTAL: $ 14,392.50 $ - Rev 7/2017 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name:127 N Olympic Ave ROW Construction for utilities Permit No.: PWD#3229 Review Date: 8/23/2022 Contact: Jeremy Benezra Phone No.: 206-465-9678 Review Phase: 1 Report Date: 8/23/2022 Reviewing Dept.: CED Applicant: Benezra Construction DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. MH Sheet 1 FDC shall be exterior wall mount to outside of building 2. MH Final extent of roadway restoration to be determined after all excavation has been completed. 3. MH All curb/gutter to be replaced. No tunneling of C/G allowed 4. MH All sidewalk in construction area to be replaced. Sidewalk shall be removed to full joint, no partial sidewalk panels allowed. Page 1 of 1 18204 59th Avenue NE REVIEW COMMENT FORM Arlington, WA 98223 360-403-3551 Project Name:127 N Olympic Ave ROW Construction for utilities Permit No.: PWD#3229 Review Date: 12/22/2022 Contact: Jeremy Benezra Phone No.: 206-465-9678 Review Phase: 2 Report Date: 12/22/2022 Reviewing Dept.: CED Applicant: Benezra Construction DWG Issue Date: # Rev. Dwg. or Addâ€™l Ref. City Comment Response/Resolution Spec. Ref. Approved 1. MH Sheet 1 FDC shall be exterior wall mount to outside of building 9/9/22 2. MH Final extent of roadway restoration to be determined 9/9/22 after all excavation has been completed. 3. MH All curb/gutter to be replaced. No tunneling of C/G 9/9/22 allowed 4. MH All sidewalk in construction area to be replaced. 9/9/22 Sidewalk shall be removed to full joint, no partial sidewalk panels allowed. 5. RM Material Residential and Commercial service taps shall be per Submittals W-050 and be 2" 6. RM Material Meter box shall be 18" Body style. Flush Solid Cover Submittals lid is acceptable. 7. GT Material The submittal for DI pipe does not call for CL 52 for Submittals fire line. 8. GT Material If more than one length of pipe is needed afield lock Submittals gasket is required 9. GT Material W-50 service is a 2" service a meter setter is required Submittals with Low By-Pass 10. GT Material Page 30 a 2" QJC not a 1" Submittals 11. GT Material Pages 28 and 29 not needed Submittals 12. GT Material Page 24-25-26 needs to be a 2" service. Submittals Resubmit with correct water appurtenances Page 1 of 1 ICONIX WATERWORKS JOB NAME: Arlington Olympic Water District: City of Arlington CONTRACTOR: CPM Tenant Improvement 1509 Bonneville Ave Suite A Snohomish, WA 98290 SUPPLIER: Iconix Waterworks Snohomish, Washington 98290 CONTACT: Joshua Varela 425-530-3638 CONNECTION TO EX WM 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 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 FIRE LINE Mechanical with TytonÂ® Joint Drawings and Dimensions Size OD A B C 6 6.90 11.06 9.50 3.38 8 9.05 13.31 11.75 3.69 10 11.10 15.62 14.00 3.75 12 13.20 17.88 16.25 3.75 14 15.30 20.25 18.75 5.00 16 17.40 22.50 21.00 5.00 18 14.50 24.25 23.25 5.00 20 21.60 27.00 25.50 .25 24 25.80 31.50 30.00 .50 Mechanical with TYTON JOINTÂ® Pipe Assembly 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 sharp edges with a standard file. Step 2. After making sure that the correct gasket is being used, insert it into the recess in the bell with the small end of the gasket facing the bell face. Step 3. Place the wedge type restraining devise on the plain end with the lip extension toward the plain end. Step 4. Apply lubricant to the inside surface only of the gasket, making sure that the entire surface is coated. Apply a generous coating of lubricant to the beveled portion of the plain end. Guide the plain end into the bell and, while maintaining straight alignment, push the plain end into the bell socket. Step 5. Insert and start the nuts on the T-head bolts. Step 6. Deflect the joint to the desired alignment. When assembly is complete, the bell face should be aligned between the two white depth rings. Step 7. Tighten the T-head bolts to finger tight. Step 8. Tighten the wedge type restraining device to the manufactures recommended torque. NOMiNAL THiCKNESS FOR STANDARD PRESSURE CLASSES OF DUCTiLE iRON PiPE Outside Pressure Class* Size Diameter 150 200 250 300 350 in. in. Normal Thickness â€” in. 3 3.96 â€” â€” â€” â€” 0.25** 4 4.80 â€” â€” â€” â€” 0.25** 6 6.90 â€” â€” â€” â€” 0.25** 8 9.05 â€” â€” â€” â€” 0.25** 10 11.10 â€” â€” â€” â€” 0.26 12 13.20 â€” â€” â€” â€” 0.28 14 15.30 â€” â€” 0.28 0.30 0.31 16 17.40 â€” â€” 0.30 0.32 0.34 18 19.5 â€” â€” 0.31 0.34 0.36 20 21.60 â€” â€” 0.33 0.36 0.38 24 25.80 â€” 0.33 0.37 0.40 0.43 30 32.00 0.34 0.38 0.42 0.45 0.49 36 38.30 0.38 0.42 0.47 0.51 0.56 * Pressure Classes are defined as the NOTE: Per ANSI/AWWA C150/A21.50 rated water pressure of the pipe the thicknesses above include the in psi. The thicknesses shown are 0.08 in. service allowance and the adequate for the rated water working casting tolerance listed below by size pressure plus a surge allowance of ranges: 100 psi. Calculations are based on a minimum yield strength of 42,000 and a CASTiNG 2.0 safety factor times the sum of the SiZE TOLERANCES working pressure and 100 psi surge (Inches) (Inches) allowance. 3â€“8 -0.05 **Calculated thicknesses for these sizes 10â€“12 -0.06 and pressure ratings are less than 14â€“36 -0.07 those shown above. Presently, these are the lowest nominal thicknesses available in these sizes. 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 COMPANyISO 9001CAST 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 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 A A A T A T A T A A A A A A T T A T A T A MJ x MJ 90Âº MJ x MJ 60Âº MJ x MJ 45Âº MJ x MJ 30Âº MJ x MJ 22 Â½Âº MJ x MJ 11 Â¼Âº MJ x MJ 5 â…Âº MJ x MJ BENDS BENDS (Â¼) BENDS (1/6) BENDS (â…›) BENDS (1/12) BENDS (1/16) BENDS (1/32) BENDS (1/64) NOM. WT WT WT WT WT WT WT T A A A A A A A SIZE (LBS.) (LBS.) (LBS.) (LBS.) (LBS.) (LBS.) (LBS.) 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 1.25 16 6 0.36 5.00 39 - - 3.00 32 - - 2.00 32 1.50 30 1.50 27 8 0.38 6.50 57 - - 3.50 46 3.00 44 2.50 46 1.75 42 1.75 38 10 0.40 7.50 89 - - 4.50 70 - - 3.00 64 2.00 58 2.00 56 12 0.42 9.00 108 - - 5.50 86 - - 3.50 84 2.25 74 2.25 73 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 2.50 150 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 3.00 239 24 0.61 17.00 565 10.50 479 7.50 405 6.00 385 4.50 412 3.00 315 3.00 317 30 0.66 21.50 1005 13.50 843 11.50 798 9.75 692 6.75 665 4.75 568 4.75 568 36 0.74 24.50 1562 17.00 1350 11.50 1164 11.00 1080 7.75 960 5.00 840 5.00 825 42 0.82 29.25 2506 19.00 2150 14.00 1792 12.00 1465 9.00 1350 6.00 1319 6.00 1125 48 0.90 33.25 3045 21.00 2650 15.00 2390 13.25 2075 10.00 1886 6.50 1700 6.50 1600 54 1.05 37.00 4048 - - 20.25 3088 - - 10.25 2225 5.00 1696 - - 60 1.10 39.50 4744 - - 21.25 3516 - - 10.75 2407 7.00 2033 - - 64 1.16 42.00 5539 - - 22.25 4000 - - 11.00 2727 7.00 2245 - - B B B T B B B B A T A TT A A T A T A A T T MJ x PE 90Âº MJ x PE 60Âº MJ x PE 45Âº MJ x PE 30Âº MJ x PE 22 Â½Âº MJ x PE 11 Â¼Âº MJ x PE 5 5/8Âº MJ x PE BENDS BENDS (Â¼) BENDS (1/6) BENDS (â…›) BENDS (1/12) BENDS (1/16) BENDS (1/32) BENDS (1/64) NOM. WT WT WT WT WT WT WT T A B A B A B A B A B A B A B SIZE (LBS.) (LBS.) (LBS.) (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 13.50 22.50 846 10.50 19.50 715 9.75 18.75 762 6.75 15.75 600 4.75 13.75 535 4.75 13.75 505 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 - - - UCAT.17.01 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 4 Seal-Tite UNITED Flange Accessory Packs BRAND Class 125 & Class 250 Seal-Tite Ring and Full Face Flange 1/8â€ Full Face 1/8â€ Ring Type Size Seal-Tite Seal-Tite 2â€ FBR-020-* RBP-020-* 2-1/2â€ FBR-025-* RBP-025-* 3â€ FBR-030-* RBP-030-* 4â€ FBR-040-* RBP-040-* Seal-Tite Gaskets - Full Face and Ring Type to 5â€ FBR-050-* RBP-050-* ï¬ t ANSI B16.1-Class 125 Flanges. 6â€ FBR-060-* RBP-060-* 8â€ FBR-080-* RBP-080-* Reference Standard: ANSI B16.1 - Flange Dimen- 10â€ FBR-100-* RBP-100-* sions - Class 125 12â€ FBR-120-* RBP-120-* Material Standard: SBR 14â€ FBR-140-* RBP-140-* 16â€ FBR-160-* RBP-160-* Heavy Hex Head Bolts and Nuts 18â€ FBR-180-* RBP-180-* 20â€ FBR-200-* RBP-200-* Reference Standard: Heavy hex head steel bolts 24â€ FBR-240-* RBP-240-* to ANSI B18.2.1 with heavy hex steel nuts to ANSI B18.2.2. Bolts to be threaded to ANSI B1.1 uniï¬ ed 30â€ FBR-300-* - inch screw threads, Class 2A external & Class 2B in- 36â€ FBR-360-* - ternal. Material Standard: to conform to ASTM A307 speci- ï¬ cation for carbon steel externally threaded standard fasteners, Grade B. Zinc plated - ASTM B633, Stain- less Steel 304 & 316 Bolts - ASTM F593 Stainless Steel 302 & 316 Nuts - ASTM F594 *Add sufï¬ x: â€œZâ€ for Zinc Plated. 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 Utility Pipe Fittings and Accessories Flanged Fittings ANSI/AWWA C110/A21.10 T T FE CONCENTRIC & ECCENTRIC REDUCERS (Conâ€™t) T1 NOM. WT T T1 L SIZE (LBS.) 20 x 18 0.80 0.75 20.00 410 24 x 10 0.89 0.68 24.00 450 T1 24 x 12 0.89 0.75 24.00 480 L L 24 x 14 0.89 0.66 24.00 490 24 x 16 0.89 0.70 24.00 525 FE CONCENTRIC & ECCENTRIC REDUCERS 24 x 18 0.89 0.75 24.00 550 24 x 20 0.89 0.80 24.00 590 NOM. WT SIZE T T1 L (LBS.) 30 x 8 1.03 0.60 30.00 700 30 x 12 1.03 0.75 30.00 730 2 x 1 Â½ 0.31 0.31 5.50 10 30 x 14 1.03 0.66 30.00 752 2 Â½ x 2 0.31 0.31 5.50 14 30 x 16 1.03 0.70 30.00 770 3 x 2 0.48 0.31 6.00 16 30 x 18 1.03 0.75 30.00 810 3 x 2 Â½ 0.48 0.31 6.00 21 30 x 20 1.03 0.80 30.00 870 4 x 2 0.52 0.31 7.00 25 30 x 24 1.03 0.89 30.00 970 4 x 2 Â½ 0.52 0.31 7.00 28 36 x 16 1.15 0.70 36.00 1105 4 x 3 0.52 0.48 7.00 30 36 x 20 1.15 0.80 36.00 1230 5 x 2 0.50 0.31 8.00 34 36 x 24 1.15 0.89 36.00 1345 5 x 2 Â½ 0.50 0.31 8.00 35 36 x 30 1.15 1.03 36.00 1555 5 x 3 0.50 0.48 8.00 37 42 x 20 1.28 0.80 42.00 1712 5 x 4 0.50 0.50 8.00 41 42 x 24 1.28 0.89 42.00 1820 6 x 1 Â½ 0.55 0.31 9.00 33 42 x 30 1.28 1.03 42.00 2060 6 x 2 0.55 0.31 9.00 35 42 x 36 1.28 1.15 42.00 2345 6 x 2 Â½ 0.55 0.31 9.00 38 48 x 30 1.42 1.03 48.00 2625 6 x 3 0.55 0.48 9.00 40 48 x 36 1.42 1.15 48.00 2950 6 x 4 0.55 0.52 9.00 45 48 x 42 1.42 1.28 48.00 3320 6 x 5 0.55 0.52 9.00 52 54 x 24 0.90 0.89 32.00 1820 8 x 3 0.60 0.48 11.00 60 54 x 30 0.90 0.61 32.00 1625 8 x 4 0.60 0.52 11.00 65 54 x 36 0.90 0.66 28.00 1680 8 x 5 0.60 0.52 11.00 70 54 x 42 0.90 0.76 25.00 1800 8 x 6 0.60 0.55 11.00 75 54 x 48 0.90 0.80 18.00 1695 10 x 3 0.68 0.48 12.00 81 60 x 54 0.94 0.90 15.00 2055 10 x 4 0.68 0.52 12.00 85 Q V 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 I 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 12 x 10 0.75 0.68 14.00 170 BLIND FLANGES (SOLID OR TAPPED) 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 16.00 220 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 18.00 164 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 24.00 318 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 2.25 54.00 2233 20 x 16 0.80 0.70 20.00 390 60 73.00 3.12 2.38 60.00 2845 (Conâ€™t)ïƒ† 64 80.00 3.38 2.56 64.00 3744 UCAT.17.01 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 49 150# Malleable Fittings â€¢ Spec Sheet CHINESE â€¢ Black & Galvanized â€¢ Material: ASTM A197/A197M â€¢ Dimensions: â€¢ ASME B16.3 covering 90Â° Elbows, 45Â° Elbows, Couplings, Reducers, 90Â° Street Elbows, 45Â° Street Elbows, Caps, Tees â€¢ ASME B16.39 covering Unions â€¢ ASME B16.14 covering Bushings, Plugs â€¢ Threads: ASME B1.201 â€¢ Available: 1/8â€ through 6â€ â€¢ Approvals: UL & FM approved FDC BUILDING CONNECTION BUILDING CONNECTIONS EXPOSED INLET BUILDING CONNECTIONS NUMBER OF 2.5" F AVAILABLE CERTI- NHT INLETS CLAPPER MEASUREMENTS (Inches) LETTERING FICATIONS FINISH NPT (Lbs.) OUTLET SIZE Swing (Inches) 23 Individual DropSwingingA B C D Radius Auto-SpkrStandpipeStandpipe andAuto-SpkrFM ApprovedU.L. ListedCast BrassPolished BrassPolished ChromeWeight Model Figure â€¢ â€¢ 515/ 1 1 16 9/8 5 /16 4 s â€¢ â€¢ s 9 11 1 â€¢ â€¢ 83/ 15 1 1 4 13 /16 5/4 4 â€¢ s o 20/2 18 4"* 2 4.0 â€¢ â€¢ 79/ 5 1 16 11/16 5/4 s o â€¢ â€¢ s o o 16 12 4" 3 â€¢ â€¢ 83/ 3 1 1 1 4 12/4 5/2 11/16 s o o â€¢ â€¢ s o 24/2 156 4" 6 â€¢ â€¢ 93/ 3 1 7 3 1 16 11/4 5/4 5/16 7/8 s o â€¢ â€¢ s o o 20/2 10 4" 4 â€¢ â€¢ 87/ 15 1 1 8 13 /16 7/4 4 s o o 25/2 18 6"* 2 â€¢ â€¢ 10 111/ 1 2 7/2 s o â€¢ s o o 25 12 6" 3 6.0 â€¢ â€¢ 1015/ 3 1 1 3 16 12/4 7/2 11/16 s o o â€¢ â€¢ s o 33/4 156 6" 6 â€¢ â€¢ 119/ 3 1 9 5 1 16 11/16 7/2 5/16 8/16 s o â€¢ s o o 23/4 10 6" 4 â€¢ â€¢ 111/ 7 1 13 8 11/8 7/8 7 /16 s o o 25 29 5 12-8 Key s = standard o = option * Escutcheons available separately. ADDITIONAL INFORMATION â€¢ Elkhartâ€™s intake connections bodies are rated for 175 psi (12.1 bar). â€¢ Each 21/ 2" NHT inlet has a rated flow of 250 gpm (946 lpm). â€¢ Model 156 supplied with plug (#311) and chains. THREADS Unless otherwise noted, all hose threads are NHT. See index T-12 for available optional threads. OTHER PRODUCTS See page 10-1 for available chains and plugs. ELKHART BRASS MFG. CO., INC. â€¢ 800.346.0250 â€¢ 1.574.295.8330 â€¢ FAX: 574.293.9914 â€¢ www.elkhartbrass.com BUILDING CONNECTIONS EXPOSED INLET C C 11 10 â€¢ Single â€¢90Â° clapper 2-way SWING A RADIUS A 70Â° 30Â° 30Â° B FIGURE 1 FIGURE 4 B D D Fig. 1 Fig. 4 BUILDING CONNECTIONS C 18 C 29 12-9 â€¢ 3-way â€¢ 90Â° SWING standpipe RADIUS 3-way A B 60Â° 60Â° FIGURE 2 45Â° 45Â° FIGURE 5 B D 55/ 16 Fig. 2 Fig. 5 C C 12 156 â€¢ 2-way â€¢ Furnished standpipe A with escutcheon, plugs and A 60Â° chains B FIGURE 3 FIGURE 6 65/ 8 D B Fig. 3 Fig. 6 ELKHART BRASS MFG. CO., INC. â€¢ 800.346.0250 â€¢ 1.574.295.8330 â€¢ FAX: 574.293.9914 â€¢ www.elkhartbrass.com 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 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/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 MEMBER 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 APPROVED Coating: Asphaltic seal coat inside in accordance with ANSI/AWWA C104/A21.4 and prime coat outside 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. installation: Per ANSI/AWWA C110 and C111 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 Optional: P401 (Protecto 401) Ceramic Epoxy - ANSI/AWWA C116/A21.15 and UL/NSF-61 sewer applications only. Not NSF-61 Optional: Other (specify) ________________ Optional: Other (specify) __________________ UCAT.13.01-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 Seal-Tite UNITED Flange Accessory Packs BRAND Class 125 & Class 250 Seal-Tite Ring and Full Face Flange 1/8â€ Full Face 1/8â€ Ring Type Size Seal-Tite Seal-Tite 2â€ FBR-020-* RBP-020-* 2-1/2â€ FBR-025-* RBP-025-* 3â€ FBR-030-* RBP-030-* 4â€ FBR-040-* RBP-040-* Seal-Tite Gaskets - Full Face and Ring Type to 5â€ FBR-050-* RBP-050-* ï¬ t ANSI B16.1-Class 125 Flanges. 6â€ FBR-060-* RBP-060-* 8â€ FBR-080-* RBP-080-* Reference Standard: ANSI B16.1 - Flange Dimen- 10â€ FBR-100-* RBP-100-* sions - Class 125 12â€ FBR-120-* RBP-120-* Material Standard: SBR 14â€ FBR-140-* RBP-140-* 16â€ FBR-160-* RBP-160-* Heavy Hex Head Bolts and Nuts 18â€ FBR-180-* RBP-180-* 20â€ FBR-200-* RBP-200-* Reference Standard: Heavy hex head steel bolts 24â€ FBR-240-* RBP-240-* to ANSI B18.2.1 with heavy hex steel nuts to ANSI B18.2.2. Bolts to be threaded to ANSI B1.1 uniï¬ ed 30â€ FBR-300-* - inch screw threads, Class 2A external & Class 2B in- 36â€ FBR-360-* - ternal. Material Standard: to conform to ASTM A307 speci- ï¬ cation for carbon steel externally threaded standard fasteners, Grade B. Zinc plated - ASTM B633, Stain- less Steel 304 & 316 Bolts - ASTM F593 Stainless Steel 302 & 316 Nuts - ASTM F594 *Add sufï¬ x: â€œZâ€ for Zinc Plated. 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 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 DOMESTIC SERVICE SUBMITTAL INFORMATION Ballcorp Corporation Stops - (FB1000-xx-Q-NL style) AWWA/CC TAPER THREAD INLET BY QUICK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET EPDM O-ring Molded EPDM rubber seat with reinforcing ring supports the ball Solid one piece tee-head and stem Molded NBR (Buna-N) Dual EPDM O-rings in the stem spring tip gasket provides hydraulic seal AWWA/CC Threads Quick Joint Nut Stainless Steel Gripper Ring Inlet Outlet Body Outlet Threads Length External Nut Stop Fluorocarbon-coated brass ball Due to design variations related to sizing, items may differ from images above. V I O V B O A. P âœ“ S S S S L T W. L N I() 3/4" 3/4" 3/4" 4-19/64" 3/4" Flare Copper 1.6 FB1000-3-Q-NL 1" 1" 1" 4-31/64" 1" Flare Copper 2.6 FB1000-4-Q-NL 1" 1" 1-1/4" 4-5/16" 1-1/4" Special Thread 3.4 FB1000-45-Q-NL 1-1/4" 1-1/4" 1-1/4" 5-21/32" 1-1/4" Special Thread 4.3 FB1000-5-Q-NL 1-1/2" 1-1/2" 1-1/2" 5-45/64" 1-1/2" Special Thread 5.4 FB1000-6-Q-NL 2" 2" 2" 7-1/16" 2" Special Thread 8.2 FB1000-7-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€¢ 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. Our standard warranty applies. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 08/18/20 SPECIFICATIONS Effective April 2016 Supercedes Dec., 2014 1830 Centennial Ave. Hastings, NE 68901 Ph: 402-462-2227 Fax: 402-462-5529 Toll Free: 866-851-2227 centennialplastics.com CenCore HDPE HDPE 4710 â€” ASTM D2239 and ASTM D2737 n Flexible polyethylene pipe and tubing AWWA C901 n Produced from only the finest virgin material n Backed by a 50-YEAR WARRANTY n Natural Virgin Core with Blue Virgin Exterior 160 PSI* ASTM D2239 SIDR11.5 Premium Grade 3/4â€ 1â€ 1-1/4â€ 1-1/2â€ 2â€ O.D. .968â€ 1.231â€ 1.620â€ 1.890â€ 2.427â€ I.D. .824â€ 1.049â€ 1.380â€ 1.610â€ 2.067â€ Wall .072â€ .091â€ .120â€ .140â€ .180â€ Wt/Ft .090# .143# .246# .330# .544# Coil Lengths 100-400 ft. 100-300 ft. 100-300 ft. 100-250 ft. 100-200 ft. 200 PSI* ASTM D2239 SIDR9 Premium Grade 3/4â€ 1â€ 1-1/4â€ 1-1/2â€ 2â€ O.D. 1.008â€ 1.283â€ 1.686â€ 1.968â€ 2.527â€ I.D. 824â€ 1.049â€ 1.380â€ 1.610â€ 2.067â€ Wall .092â€ .117â€ .153â€ .179â€ .230â€ Wt/Ft .116# .186# .320# .430# .710# Coil Lengths 100-400 ft. 100-300 ft. 100-300 ft. 100-250 ft. 100-200 ft. 250 PSI* ASTM D2239 SIDR7 Premium Grade 3/4â€ 1â€ 1-1/4â€ 1-1/2â€ 2â€ O.D. 1.060â€ 1.349â€ 1.774â€ 2.070â€ 2.657â€ I.D. .824â€ 1.049â€ 1.380â€ 1.610â€ 2.067â€ Wall .118â€ .150â€ .197â€ .230â€ .295â€ Wt/Ft .152# .246# .424# .578# .952# Coil Lengths 100-300-400 ft. 100-300 ft. 100-300 ft. 100-250-300 ft. 100-200-300 ft. 250 PSI** ASTM D2737 SDR9 CTS Premium Grade 3/4â€ 1â€ 1-1/4â€ 1-1/2â€ 2â€ O.D. .875â€ 1.125â€ 1.375â€ 1.625â€ 2.125â€ I.D. .681â€ .875â€ 1.069â€ 1.263â€ 1.653â€ Wall ..097â€ .125â€ .153â€ .181â€ .236â€ Wt/Ft .103# .170# .254# .353# .602# Coil Lengths 100-300-400 ft. 100-300 ft. 100-300 ft. 100-250-300 ft. 100-200-300 ft. * CenCore SIDR 11.5, SIDR 9 and SIDR 7 are suitable for connections with insert fittings and clamps. ** CenCore SIDR7 and SDR 9 CTS are suitable for connections with compression fittings. Centennial Plastics is an ISO 9001 Certified Company. NSF CenCore HDPE is tested and certified to NSF Standard 14 and meets requirements of AWWA C901 Â® Â§ CenCore HDPE is certified to the Uniform Plumbing Codeâ„¢ Product also Certified to NSF/ANSI Standard 61, Annex G (weighted average lead content of <=0.25%) and is in compliance with Californiaâ€™s Health & Safety Code Section 116875 (commonly known as AB1953). Product is Certified to NSF/ANSI 372 and conforms with the lead content requirements for â€œlead freeâ€ plumbing as defined by California, Vermont, Maryland, and Louisiana state laws and the U.S. Safe Drinking Water Act. CORH-1 SUBMITTAL INFORMATION Stainless Steel Inserts - (INSERT-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (SIDR7 PEP) OR TUBING (PET) Dimple Flange Dimple 70 Series For Polyethylene Pipe (PEP) C N PEP 4 S L N S ID I() INSERT-71 3/4" 0.824 1-11/16" ** INSERT-53-72 1" 1.049 2-5/16" Â©*** INSERT-53-72-Q 1" 1.049 1-31/32" INSERT-73 1-1/4" 1.380 2-5/16" INSERT-74 1-1/2" 1.610 2-59/64" INSERT-75 2" 2.067 2-15/16" 50 series For Polyethylene Tubing (PET) C N PET 4 S L N S ID I() INSERT-51 3/4" 0.681 1-35/64" INSERT-52 1" 0.875 1-43/64" ** INSERT-53-72 1-1/4" 1.069 2-5/16" Â©*** INSERT-53-72-Q 1-1/4" 1.069 1-31/32" INSERT-54 1-1/2" 1.263 2-15/16" INSERT-55 2" 1.653 2-15/16" Â© INSERT-54-Q 1-1/2" 1.263 2-7/16" Â© INSERT-55-Q 2" 1.653 2-7/16" ** INSERT-53-72 fits 1-1/4" plastic tubing (1.069 I.D.), 1" plastic pipe (1.049 I.D.), and 1" IPS HDPE (1.055 I.D.). *** INSERT-53-72-Q fits 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€¢ Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable 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 â€¢ Manufactured in the United States of America 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 www.fordmeterbox.com 11/28/18 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 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 - (HA31-xxx-NL style) METER SWIVEL NUT INLET BY FEMALE IRON PIPE THREAD OUTLET Meter Swivel Nut Poppet Assembly Brass Valve Body includes Acetyl Plastic Poppet, Bronze Snap Ring 302 Stainless Steel Spring and EPDM Rubber Poppet Meter Coupling Thread Access Cap Seal EPDM Rubber Meter Gasket Inlet Height EPDM O-Ring Female Iron Pipe Thread Length Drilled for Seal Wire Outlet A. P 3 S V S M I S O S L H W. L N I() 3/4" 5/8" 3/4" 1-5/8" 1-5/8" 1.2 HA31-313-NL 3/4" 5/8"x3/4" & 3/4" 3/4" 1-5/8" 1-5/8" 1.3 HA31-323-NL 1" 1" 1" 1-7/8" 1-7/8" 1.6 HA31-444-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 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 09/23/16 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 NBR (Buna-N) Stainless Steel Gripper Quick Joint Nut Spring Tip Gasket Provides Hydraulic Seal Iron Pipe Size Quick Joint Size Length D A. P 3 S L M I P Q.J. CTS W. L N I() 1/2" 1/2" 2" 0.5 C84-11-Q-NL 3/4" 1/2" 2-7/32" 0.5 C84-31-Q-NL 3/4" 5/8" 2-1/4" 0.6 C84-32-Q-NL 3/4" 3/4" 2-1/4" 0.6 C84-33-Q-NL 3/4" 1" 2-3/8" 0.7 C84-34-Q-NL 1" 3/4" 2-19/32" 0.7 C84-43-Q-NL 1" 1" 2-9/16" 0.8 C84-44-Q-NL 1" 1-1/4" 2-15/32" 1.3 C84-45-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. 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 06/22/21 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 Spring Tip Gasket Provides Hydraulic Seal Due to design variations related to sizing, items may differ from images above. D A. P 3 S L F I P Q.J. CTS W. L N I() 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" 1-27/32" 1.0 PJA4-44-C14-54-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 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. Our standard warranty applies. The Ford Meter Box Company, Inc. Submitted By: P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 03/09/21 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 ARE inTHE SAME FOR 12" AND 18" DEPTHS14 in in 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. DCVA 125lb THREADED RED bRAss pIpE NIpplEs bRAss pIpE NIpplEs ~ MATERIALS ~ ASTM B-43 C23000 ~ THREADS ~ ANSI B1.20.1 A.Y. McDONAlD MFG. CO. â€¢ P.O. BOX 508 â€¢ DUBUQUE, IA 52004-0508 800-292-2737 â€¢ FAX 800-832-9296 â€¢ sales@aymcdonald.com â€¢ www.aymcdonald.com (Pipe Nipples 6/10) 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 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 â€¢ Approved by the Foundation for Cross Connection Control Features and Hydraulic Research at the University of Southern Sizes: 3/4", 1", 1 1/4", 1 1/2", 2" California Maximum working water pressure 175 PSI â€¢ NSFÂ® Listed - Standard 61, Annex G* Maximum working water temperature 180Â°F â€¢ Certified to NSF/ANSI 372* by IAPMO R&T Hydrostatic test pressure 350 PSI *(0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) End connections Threaded ANSI B1.20.1 Materials Options (Suffixes can be combined) Main valve body Low Lead Cast Bronze ASTM B 584 c FT - with "Fast Test" test cocks Access covers Low Lead Cast Bronze ASTM B 584 c S - with Model SXL lead-free bronze "Y" type Fasteners Stainless Steel, 300 Series strainer Elastomers Silicone (FDA approved) c PF - with Z-Biteâ„¢ push fit connections* Buna Nitrile (FDA approved) c PR - with Z-Pressâ„¢ press fit connections* Polymers Norylâ„¢, NSF Listed *Fittings ship in box with valve and must be threaded into Springs Stainless steel, 300 series valve by hand on site. Test cock cover Plastic Accessories c Repair kit (rubber only) c Thermal expansion tank (Model XT) c Stainless steel ball valve handles 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. D 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 10/14 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 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 ARE inTHE SAME FOR 12" AND 18" DEPTHS14 in in 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. PRE-CONSTRUCTION MEETING AGENDA Community and Economic Development City of Arlington â€¢ 18204 59th Avenue NE â€¢ Arlington, WA 98223 â€¢ Phone (360) 403 3551 Project Name: 127 N Olympic Ave Project No. PWD#3229 Date: 1/5/2023 Contractor: CPM Superintendent: Chris Bercot Ph. No.: 425-754-8174 The purpose of this meeting is to provide the most common inspections and noteworthy information. This meeting is not intended to be all-encompassing. It is the responsibility of the Owner, Developer and Contractor to adhere to the approved plans, verify compliance with the City of Arlington Municipal Code, Public Works Design and Construction Standards, International Code Council (ICC), applicable local, state and federal requirements or any order, proclamation, guidance or decision of the Governor. In addition, construction sites shall adhere to current COVID-19 Jobsite Safety Requirements as per local, state and federal regulations. INSPECTIONS â€¢ INSPECTIONS (360-403-3417) MUST BE CALLED IN BEFORE 3:30 PM TO BE ON THE NEXT BUSINESS DAY INSPECTION SCHEDULE â€¢ Inspections are Monday-Friday with exception of Local, State or Federal Holidays. Building, Storm and Civil Inspections - 8 am to 4:30 pm; Water or Sewer inspections - 8:00 am to 3:30 pm â€¢ To cancel or modify an inspection - Building, Storm or Civil call 360-403-3433; Water or Sewer call 360-403-3526 â€¢ It is the responsibility of the Owner, Developer and Contractor to call and arrange for appropriate inspections. Onsite tailgate meetings are advised with each individual inspector prior to installation of their related facilities with those persons who are actually performing the work. â€¢ Failure to call for inspection may result in work being left exposed and/or removed and reconstructed â€¢ Re-inspections may be charged at $127.00 per hour, Â½ hour minimum for failure to call for inspection. Submittal Documents ï² ïƒ¾ Contractor contacts and 24 hr. emergency numbers: ïƒ¾ Copies of other agency permits or proof that the Chris Bercot 425-754-8174 application is in progress: ïƒ¾ Proof of insurance listing the City of Arlington as additional ïƒ¾ One week prior to the pre-construction insured: #7033739867 Exp 4/29/2023 meeting. Submittals for all materials and ïƒ¾ subcontractor approvals: DISCUSS AT PRE-CON Performance Bond must be on file: #3496452 AS NECESSARY ïƒ¾ Contractorâ€™s License: COMMEPM784KF Exp: 05/16/2024 ïƒ¾ City of Arlington Business License: Current ï² Testing Company Name and Contact Information: CESCL Name: ï² N/A CESCL#: Exp.: ï² Drafts of easements and dedications must be in for review: ~Need separate legal and exhibit map for City Council Approval â€“ REQUIRED WITH AS-BUILT SUBMITTAL ïƒ¾ Contact State Historical Preservation Officer and Stillaguamish Tribe if required per Land Use Permit Dept. of Archaeology Historic Preservation Stillaguamish Tribe of Indians - THPO@stillaguamish.com 360-586-3065 Kerry Lyste Ph.: 360-572-3072; klyste@stillaguamish,.com Sam Barr Ph.: 360 -622-7055; sbarr@stillaguamish.com ïƒ¾ City of Arlington Design and Construction Standards and Specifications. (Available online) ïƒ¾ Construction Work Hours â€“ Monday â€“ Saturday 7 am to 7pm. No Sundays City recognized or Federal Holidays UPCOMING HOLIDAYS â€“ SEE FULL LIST OF 2023 FEDERAL HOLIDAYS ï² Binders and approved plans shall be kept onsite ïƒ¾ As-built plans will be required â€“ submit contractor redlined plans with as-built submittal MISCELLANEOUS: 1. Bulk Hydrant Use â€“ 360-403-3526 2. Call for Locates 3. Planting schedule and methods 4. Onsite inspection prior to and during planting 5. Inspect final grade for lawn installation (Hydro-seed/sod) 6. Verify root barrier installation 7. Planting methods & before planting mulch installation 8. Staking & top mulch installation GENERAL CIVIL AND STORM DRAINAGE REQUIREMENTS: 9. Keep road clean and overall site. 10. Dust control required. 11. Maintain construction entrance â€“ use railroad ballast â€“ no spawls. 12. Silt fence as needed â€“ contact for tailgate discussion. 13. All grouting shall be inspected inside and out. 14. Sand collars required unless otherwise specified. 15. All risers to be wet set and mudded inside and out. 16. All infiltration areas to be inspected before cover. 17. Provide protection for all infiltrating materials / amended soils, railroad ballast, drain rock 18. ECO Pans required for concrete clean up or approved wash down area with water tight containment. 19. CDF is required in right of way per R-140, up to the bottom of asphalt; no compaction required. Only for trenching within the roadway prism. 20. A Traffic Control Plan shall be submitted and approved prior to any work within the public Right of Way. 21. Landscaping â€“ root barriers are required per Standard Detail R-270. 22. CALL INSPECTION LINES AND NOT INDIVIDUAL CELL PHONES!! 23. Right of Way site plan and TCP is required for any right of way work. WSDOT TCP is acceptable or TCP per MUTCD. GENERAL UTILITY REQUIREMENTS: 24. Do not cover without inspection. 25. Maintain survey staking. 26. All pipe in ground shall be inspected before cover. 27. Take pictures. 28. Call if you have any questions. 29. No pipe received on site without the ends covered; covers will remain in place until installation. 30. Signed set of approved construction drawings will be on site. 31. General site maintenance - No garbage in the ditch; no fittings/pipe in the mud; fitting assembly in a clean area. 32. Maintain horizontal and vertical clearance with other utilities. 33. Maximum amount of open trench shall not exceed 100 feet. 34. Dropped and/or damaged pipe will be removed from the site and replaced. 35. High ground water a potential and dewatering plan may be required. De-watering pumps will need to be available and in good working condition if needed. 36. A Red Line copy of the construction drawings will be submitted to the COA at the project completion with the as-built plans. 37. Tracer Tape is required over side sewer pipes, stubs and any undetectable pipe at 24 to 48 inches below finished grade extending the full length. Page 2 of 4 REV6.2021 GENERAL WATER REQUIREMENTS: 38. Irrigation requires a separate tap for irrigation or a variance can be requested; send to Ryan Morrison rmorrison@arlingtonwa.gov. 39. CDF not required but compaction shall be met. 40. Inspectors shall be contacted and pictures will be taken. 41. All service lines shall be 2 inches and reduced at meter. 42. No 2 inches setters will be installed without restraint rods/spacer (Spud) in place. No wood spacers. 43. Pipe handling - Anticipate low water flows for flushing, keep the pipe/fittings clean. Water tight plug shall be used. 44. Once fittings arrive on site they need to be verified that they conform to approved submittals/COA STD. 45. Reduced Pressure Backflow Assembly (RPBA) is required, preferably inside the building. The RPBA must be in line where the water enters the building. Placement of the RPBA is a minimum of 1 foot and a maximum of 5 feet from ground level. 46. Mega Lugs and Field Locks are required. 47. All valves to be in the closed position to prevent debris/water from entering pipe. 48. Heavy plastic (4 mil. min.) on all fittings prior the thrust blocking. 49. Pre-block and post-block inspections are required. An ecology block may be used with crushed rock backfill compacted to 95%, as needed. â€¢ Ecology Â½ block - 2â€™x2â€™x3â€™ (1900 lbs.); or â€¢ Ecology full block â€“ 2â€™x2â€™x6â€™ (3850 lbs.); or â€¢ Per standard detail W-160 thru W-175. 50. All Services will be flushed prior to testing or connecting to the check valve to prevent the check valve from damage. 51. What type of chlorination will you use? Disposal of the Super Chlorinated water? 52. Tie-in connections shall be less than 18 feet and swabbed with a chlorinated water solution of appropriate strength. 53. Water meter will not be set until connection fees have been paid. Contact the Permit Center for or apply online. 360-403-3551 or www.arlingtonwa.gov/254/Construction-Utility-Applications 54. Limited hydrant meters, PUD may supply. GENERAL SANITARY SEWER REQUIREMENTS 55. Inspectors will take pictures. 56. Side sewer pipe and stubs shall be 6 inches. 57. Bedding shall be 3/8 inch clean washed pea gravel or imported clean sand, 6 inches below pipe and 12 inches above pipe. 58. Cleanouts shall be placed 5 feet from the building where each sewer stub exits the building. Cleanouts are required every 100 feet, must be at grade with ring, cover and internal plug, not a cap. If a clean out is not located in a solid surface, it will require a concrete pad. 59. All grouting shall be inspected inside and out. 60. All risers to be wet set and mudded inside and out. Do not use Jet set. 61. Sanitary Sewer Pipe shall be cleaned and tested after backfilling by either exfiltration or low pressure air method. 62. Sewer main will be CCTV and inspector shall be onsite. 63. Clean outs will be a â€œYâ€ at 45Â°. Page 3 of 4 REV6.2021 64. Monitoring manhole (MMH) is required for each commercial use within the city. If multi-tenant, each unit needs to connect separately to a MMH. Maximum of three (3) units may connect to one (1) MMH. Detail SS-130. GENERAL REQUIREMENTS: 65. Permit numbers shall be added to all required reports and emailed to the following: â€¢ Marc Hayes â€“ mhayes@arlingtonwa.gov 360-403-3457 â€¢ Kevin Olander â€“ kolander@arlingtonwa.gov 360-403-3433 â€¢ Brian Grieve- bgrieve@arlingtonwa.gov 360-403-3438 / 360-913-1396 (cell) â€¢ Permit Center â€“ ced@arlingtonwa.gov 360-403-3551 66. Utility General Contact Information: 360-403-3526 â€¢ Water Department Contact: o Gus Tararan â€“ gtararan@arlingotnwa.gov 425-754-7438 o Inspections â€“ 360-403-3526 â€¢ Wastewater Department Contact: o Joe Wilson â€“ jwilson@arlingotnwa.gov 425-754-7442 o Inspections â€“ 360-403-3508 67. Plan Revisions shall be submitted via hard copy to CED Department for review. â€¢ Two (2) copies of revised plans shall be required along with an electronic copy 68. Meeting Attendees: Page 4 of 4 REV6.2021 City of Arlington Community & Economic Development September 9, 2022 North Ave LLC 705 214th Ave SE Sammamish, WA 98074 RE: Pre-Construction Requirements Project Name: 127 N Olympic Ave ROW Project Address: 127 N. Olympic Ave, Arlington, WA 98223 Project No.: PWD-3229 Dear Jeremy, In order for work to commence at the 127 N. Olympic Ave. project site, the following items need to be submitted to the City of Arlington: 1. A performance bond will need to be on file with the City of Arlington. The City of Arlington Performance Bond form is included. We will require submittal of the original document. This bond is to insure completion of the following and shall be indicated on the security: All included infrastructure relating to water, sanitary sewer, and stormwater drainage systems, any right of way improvements along with any private and public landscaping. Performance Bond Estimated Cost of Construction is $14,901.25 x 150% = $22,351.88 2. Contractor Information: a. 24 hour emergency contact information b. Contractor Proof of Insurance with the City of Arlington named as Additional Insured 3. Material submittals for all proposed water, sewer and stormwater infrastructure shall be approved. Allow one (1) weeksâ€™ time for review of material submittals. Once the items above have been received and approved, a pre-construction meeting will be scheduled. 18204 59th Avenue NE, #B - Arlington, WA, 98223 - 360-403-3551 â€“ www.arlingtonwa.gov Project closeout information The performance bond shall be released when inspection and approval of all work has been completed, as-built plans, easements, dedications, and bills of sale have been approved and a two- year, 20% maintenance bond is on file with the City of Arlington. The City does not have a template for the maintenance bond, however Suretyâ€™s standard form is acceptable and shall consist of following of which shall be indicated on the security. â€œAll included infrastructure relating to the public water, and sanitary sewer systems, right of way improvements.â€ â€œThe bond shall not be released without written discharge from the City of Arlingtonâ€ Maintenance Bond Estimated Cost of Construction $14,392.50 x 20% = $2,878.50 Should you have any questions or require additional information, please contact me at 360.403.3551 or rjones@arlingtonwa.gov . Sincerely, Raelynn Jones Permit Technician I Community & Economic Development FIELD DENSITY TESTING REPORT Report Number: M7231051.0001 Service Date: 01/27/23 20225 Cedar Valley Rd Ste 110 Report Date: 01/31/23 Lynnwood, WA 98036-6365 425-742-9360 Client Project RPM Enterprises, LLC Arlington Olympic Attn: Jeremy Lake 127 N Olympic Ave 16109 Old Snohomish Monroe Rd Arlington, WA Snohomish, WA 98290-6410 Project Number: M7231051 Permit No. PWD 3229 General Information RPM Enterprises requested Mayes Terracon be on site for Fill Placement Observation and Field Density Testing. Earthwork is being performed by Jed with RPM Enterprises. The results of observation(s) for today were reported to Jed. Mayes Terracon representative arrived on site at 1230 and departed at 1400. The construction documents referenced for this inspection include the site plans. Observed Locations Roadway. Fill Placement Fill Type Placed Proctor No.(s) Fill Description Source of Fill Common Fill 0002 5/8"-minus crushed gravel Imported from pit The fill was observed to be placed in approximately 12â€ thick lifts. Compaction efforts were applied using a jumping jack and hand-operated vibratory plate. The fill placed appeared firm and stable during the application of compaction efforts. Density Test Results Field density tests were conducted on the fill placed today utilizing the nuclear method (ASTM D6938). Four field density tests were performed. The test results met the minimum specified 95% compaction requirement as compared to ASTM D 1557 test method. Refer to the attached Field Density Test Report for individual test data. Compliance Statement Based on our observations and/or tests fill placement activities as detailed above appear to be completed in general accordance with the project plans and specifications. Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Bryce Ames Reported To: RPM Enterprises Contractor: RPM Enterprises Report Distribution: (1) RPM Enterprises, LLC, Jeremy Lake (1) City of Arlington WA, Building Official (1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc, Todd Reviewed By: ____________________________________ Donna Pollard Wirtz Barry Tuttle Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. DM007, 04-29-22 Rev.9 Page 1 of 1 FIELD DENSITY TEST REPORT Report Number: M7231051.0001 Service Date: 01/27/23 20225 Cedar Valley Rd Ste 110 Report Date: 01/31/23 Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7231051 RPM Enterprises, LLC Arlington Olympic Attn: Jeremy Lake 127 N Olympic Ave 16109 Old Snohomish Monroe Rd Arlington, WA Snohomish, WA 98290-6410 Permit No.: PWD 3229 Material Information Lab Test Data Project Requirements Opt. Water Max. Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) (%) (%) 1 M7231051.0002 5/8" minus crushed gravel ASTM D1557 7.8 130.6 5.8 - 11.8 Min 95 Field Test Data Probe Wet Water Water Dry Percent Test Lift / Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 1 Roadway First 1 6 133.7 9.0 7.2 124.7 95 2 Roadway Second 1 6 136.9 9.7 7.6 127.2 97 3 Roadway Second 1 6 133.2 8.6 6.9 124.6 95 Datum: Final grade Std. Cnt. M: 689 Std. Cnt. D: 2304 S/N: 60399 Make: Troxler Model: 3430 Last Cal. Date: 07/26/2022 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Bryce Ames Reported To: RPM Enterprises Contractor: RPM Enterprises Report Distribution: Reviewed By: (1) RPM Enterprises, LLC, Jeremy Lake (1) City of Arlington WA, Building Official Barry Tuttle (1) Mayes Testing Engineers, Inc, Donna (1) Mayes Testing Engineers, Inc, Todd Wirtz Pollard Project Field Manager Test Methods: ASTM D698, ASTM D1557, ASTM D2216, ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 CR0007, 03-31-22, Rev.8 Photo Log Report Number: M7231051.0001 Service Date: 01/27/23 20225 Cedar Valley Rd Ste 110 Report Date: 01/31/23 Lynnwood, WA 98036-6365 425-742-9360 RPM Enterprises, LLC Attn: Jeremy Lake (P1) Roadway first lift testing location. (P2) Roadway second lift testing location. CT0001, 10-16-13, Rev.10 Page 1 of 2 Photo Log Report Number: M7231051.0001 Service Date: 01/27/23 20225 Cedar Valley Rd Ste 110 Report Date: 01/31/23 Lynnwood, WA 98036-6365 425-742-9360 RPM Enterprises, LLC Attn: Jeremy Lake (P3) Roadway second lift testing location. CT0001, 10-16-13, Rev.10 Page 2 of 2 FIELD DENSITY TESTING REPORT Report Number: M7231051.0001 Service Date: 01/27/23 20225 Cedar Valley Rd Ste 110 Report Date: 01/31/23 Lynnwood, WA 98036-6365 425-742-9360 Client Project RPM Enterprises, LLC Arlington Olympic Attn: Jeremy Lake 127 N Olympic Ave 16109 Old Snohomish Monroe Rd Arlington, WA Snohomish, WA 98290-6410 Project Number: M7231051 Permit No. PWD 3229 General Information RPM Enterprises requested Mayes Terracon be on site for Fill Placement Observation and Field Density Testing. Earthwork is being performed by Jed with RPM Enterprises. The results of observation(s) for today were reported to Jed. Mayes Terracon representative arrived on site at 1230 and departed at 1400. The construction documents referenced for this inspection include the site plans. Observed Locations Roadway. Fill Placement Fill Type Placed Proctor No.(s) Fill Description Source of Fill Common Fill 0002 5/8"-minus crushed gravel Imported from pit The fill was observed to be placed in approximately 12â€ thick lifts. Compaction efforts were applied using a jumping jack and hand-operated vibratory plate. The fill placed appeared firm and stable during the application of compaction efforts. Density Test Results Field density tests were conducted on the fill placed today utilizing the nuclear method (ASTM D6938). Four field density tests were performed. The test results met the minimum specified 95% compaction requirement as compared to ASTM D 1557 test method. Refer to the attached Field Density Test Report for individual test data. Compliance Statement Based on our observations and/or tests fill placement activities as detailed above appear to be completed in general accordance with the project plans and specifications. Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Bryce Ames Reported To: RPM Enterprises Contractor: RPM Enterprises Report Distribution: (1) RPM Enterprises, LLC, Jeremy Lake (1) City of Arlington WA, Building Official (1) Mayes Testing Engineers, Inc, (1) Mayes Testing Engineers, Inc, Todd Reviewed By: ____________________________________ Donna Pollard Wirtz Barry Tuttle Project Field Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. DM007, 04-29-22 Rev.9 Page 1 of 1 FIELD DENSITY TEST REPORT Report Number: M7231051.0001 Service Date: 01/27/23 20225 Cedar Valley Rd Ste 110 Report Date: 01/31/23 Lynnwood, WA 98036-6365 Task: 425-742-9360 Client Project - M7231051 RPM Enterprises, LLC Arlington Olympic Attn: Jeremy Lake 127 N Olympic Ave 16109 Old Snohomish Monroe Rd Arlington, WA Snohomish, WA 98290-6410 Permit No.: PWD 3229 Material Information Lab Test Data Project Requirements Opt. Water Max. Lab Water Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) (%) (%) 1 M7231051.0002 5/8" minus crushed gravel ASTM D1557 7.8 130.6 5.8 - 11.8 Min 95 Field Test Data Probe Wet Water Water Dry Percent Test Lift / Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 1 Roadway First 1 6 133.7 9.0 7.2 124.7 95 2 Roadway Second 1 6 136.9 9.7 7.6 127.2 97 3 Roadway Second 1 6 133.2 8.6 6.9 124.6 95 Datum: Final grade Std. Cnt. M: 689 Std. Cnt. D: 2304 S/N: 60399 Make: Troxler Model: 3430 Last Cal. Date: 07/26/2022 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Special Inspections / Materials Testing Mayes/Terracon Rep.: Bryce Ames Reported To: RPM Enterprises Contractor: RPM Enterprises Report Distribution: Reviewed By: (1) RPM Enterprises, LLC, Jeremy Lake (1) City of Arlington WA, Building Official Barry Tuttle (1) Mayes Testing Engineers, Inc, Donna (1) Mayes Testing Engineers, Inc, Todd Wirtz Pollard Project Field Manager Test Methods: ASTM D698, ASTM D1557, ASTM D2216, ASTM D6938 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 CR0007, 03-31-22, Rev.8 Photo Log Report Number: M7231051.0001 Service Date: 01/27/23 20225 Cedar Valley Rd Ste 110 Report Date: 01/31/23 Lynnwood, WA 98036-6365 425-742-9360 RPM Enterprises, LLC Attn: Jeremy Lake (P1) Roadway first lift testing location. (P2) Roadway second lift testing location. CT0001, 10-16-13, Rev.10 Page 1 of 2 Photo Log Report Number: M7231051.0001 Service Date: 01/27/23 20225 Cedar Valley Rd Ste 110 Report Date: 01/31/23 Lynnwood, WA 98036-6365 425-742-9360 RPM Enterprises, LLC Attn: Jeremy Lake (P3) Roadway second lift testing location. 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