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HomeMy WebLinkAbout20240726_PWD3796_Revised CCW Y CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET ��IINGt�� Community&Economic Development Department City of Arlington . 18204 59th Avenue NE . Arlington WA 98223 . (360)403-3551 This form is to be completed and submitted with Type I , Type 11 Type III Construction Permit Application. 1) Based on permit type requested (Type I, Type II or Type III), complete the form as follows: . Type I permits complete all sections. . Type 11 permits complete as follows: - Grading Only-Complete Temporary Erosion and Sediment Control (TESC). - Stormwater Drainage Only-Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private . Type III permits complete the Temporary Erosion and Sediment Control (TESC). 2) The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. 3) Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the'Quantity'columns should be completed. 4) The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. 5) If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost.There are a few unit prices that are blank, please complete them accordingly. 6) Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. PROJECT COSTS PUBLIC TOTAL PRIVATE TOTAL TOTAL PROJECT COST 303,378.75 Verify formula,totals do not match PLAN REVIEW& INSPECTION FEES PLAN REVIEW&INSPECTION FEE(6%of Project Value) $ - GRADING FEE(4) (Cubic Yard 8,989) $ - Review fees due at time of submittal Total Review Fees Due $ An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance.The Assurance Device shall be 150%of the Construction Calculation Worksheet which are as follows: Road and Alley (Public) Stormwater Drainage and Grading (Public) Utilities (Public) Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVICE Base Calculation of Performance Device $ 40,416.56 PERFORMANCE DEVICE 150% Amount Due $ 60,624.84 Base Calculation of Maintenance Device $ - MAINTENANCE DEVICE 20% Amount Due $ - 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TEMPORARY EROSION &SEDIMENT CONTROL Include Public Improvements&Private Development Description Unit Price Unit Quantity Cost Reference# Backfill &compaction-embankment $ 6.50 CY $ - Check dams $ 78.00 EACH 2 $ 156.00 BMP C207 Catch Basin Protection $ 35.50 EACH 5 $ 177.50 Crushed surfacing 1 1/4" minus $ 18.00 TON 100 $ 1,800.00 WSDOT 9-03.9(3) Ditching $ 8.00 CY 350 $ 2,800.00 Excavation-bulk $ 3.00 CY $ - Fence, silt $ 2.00 LF 600 $ 1,200.00 BMP C233 Fence, Temporary(NGPA) $ 2.00 LF 250 $ 500.00 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 350 $ 350.00 Jute Mesh $ 2.00 SY 350 $ 700.00 BMP C122 Level Spreader $ 1.75 LF 25 $ 43.75 Mulch, by hand, straw, 3"deep $ 3.00 SY $ - BMP C121 Mulch, by machine, straw, 2"deep $ 1.00 SY 7500 $ 7,500.00 BMP C121 Piping,temporary, CPP, 6" $ 12.50 LF 150 $ 1,875.00 Piping,temporary, CPP, 8" $ 19.00 LF $ - Piping,temporary, CPP, 12" $ 24.00 LF $ - Plastic covering, 6mm thick, sandbagged $ 3.00 SY 250 $ 750.00 BMP C123 Rip Rap, machine placed; slopes $ 50.00 CY $ - WSDOT9-13.1(2) Rock Construction Entrance, 50'xl5'xl' $ 1,800.00 EACH $ - BMP C105 Rock Construction Entrance, 100'xl5'xl' $ 3,600.00 EACH 1 $ 3,600.00 BMP C105 Sediment pond riser assembly $ 3,050.00 EACH 1 $ 3,050.00 BMP C241 Sediment trap, 5' high berm $ 21.00 LF 150 $ 3,150.00 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 24 $ 2,016.00 Water truck, dust control $ 130.00 HR 10 $ 1,300.00 BMP C140 WRITE-IN-ITEMS High Vis fence $ 1.50 LF 910 $ 1,365.00 SUBTOTAL(TESC Only): $ 32,333.25 MOBILIZATION 10%: $ 3,233.33 CONTINGENCY 15%: $ 4,849.99 TOTAL: $ 40,416.56 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET STORMWATER DRAINAGE Public Public Improvements Private 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 1 $ 1,650.00 EACH $ $ CB Type IL $ 1,850.00 EACH $ $ CB Type 11, 48" Dia $ 2,550.00 EACH $ $ for additional depth over 4' $ 650.00 FT $ $ CB Type 11, 54" Dia $ 2,700.00 EACH $ $for additional depth over 4' $ 600.00 FT $ $ - CB Type 11, 60" Dia $ 2,900.00 EACH $ $for additional depth over 4' $ 750.00 FT $ $ - CB Type 11, 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 $ $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 18" $ 39.00 LF $ - $ - 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 $ - $ - Clear/Remove Brush, by hand (acre) $ 2,363.00 ACRE $ - $ - Bollards-fixed $ 325.00 EACH $ - $ - Bollards-removable $ 600.00 EACH $ - $ - Clearing/Grubbing/Tree Removal $ 6,000.00 ACRE $ - $ - Excavation-bulk $ 2.50 CY $ - $ - Excavation-Trench $ 5.00 CY $ - $ - Fencing, cedar, 6'high $ 25.00 LF $ - $ - Fencing, chain link,4' $ 19.50 LF $ - $ - Fencing, chain link,vinyl coated, 6'high $ 18.00 LF $ - $ - Fencing, chain link, gate, vinyl coated, $ 1,563.00 EACH $ - $ - Fencing, split rail, 3' high $ 14.00 LF $ - $ - Fill &compact-common barrow $ 27.00 CY $ - 8,989 $ 242,703.00 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 $ - Subtotal $ 242,703.00 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 1000-2001 $ 8.50 SY $ - $ - AC Grinding, 4'wide machine>2000sy $ 2.50 SY $ - $ - AC Removal/Disposal/Repair $ 60.00 SY $ - $ - Barricade, Type 1 $ 36.00 LF $ - $ - Barricade Type 11 $ 25.00 LF $ - $ - Barricade, Type III ( Permanent) $ 55.00 LF $ - $ - Conduit, 2" $ 5.00 LF $ - $ - Curb&Gutter, rolled $ 20.00 LF $ - $ - Curb&Gutter, vertical $ 15.00 LF $ - $ - Curb and Gutter, demolition and dispos $ 20.00 LF $ - $ - Curb, extruded asphalt $ 5.00 LF $ - $ - Curb, extruded concrete $ 4.50 LF $ - $ - Guard Rail $ 30.00 LF $ - $ - Sawcut, asphalt, 3"depth $ 3.50 LF $ - $ - Sawcut, concrete, per 1"depth $ 3.00 LF $ - $ - Sealant, asphalt $ 2.00 LF $ - $ - Shoulder, gravel,4"thick $ 11.00 SY $ - $ - Sidewalk,4"thick $ 40.00 SY $ - $ - Sidewalk,4"thick, demolition and dispo $ 36.00 SY $ - $ - Sidewalk, 6"thick $ 45.00 SY $ - $ - Sidewalk, 6"thick, demolition and dispo $ 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 $ - Subtotal $ - Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET TREET 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 $ - $ - 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 S $ 11.00 SY $ - $ - Concrete Road, 5", no base, over 2500 $ 22.00 SY $ - $ - Concrete Road, 6", no base, over 2500 $ 32.00 SY $ - $ - Thickened Edge $ 11.00 LF $ - $ - WRITE-IN-ITEMS Subtotal $ - 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. Di $ 3,800.00 EACH $ - $ - Pressure Reducing Valve Assembly, 10 In. D $ 4,200.00 EACH $ - $ - Pressure Reducing Valve Assembly, 12 In. D $ 5,000.00 EACH $ - $ - Valve Marker Post $ 350.00 EACH $ - $ - WRITE-IN-ITEMS Subtotal $ - 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 $ 2,000.00 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 fo $ 532.00 FEET $ - $ - Manhole, 54 Inch Dia $ 3,500.00 EACH $ - $for additional depth over 4 feet/per fo $ 532.00 FEET $ - $ - Manhole, 60 Inch Dia $ 3,700.00 EACH $ - $for additional depth over 4 feet/per fo $ 532.00 FEET $ - $ - Manhole, 72 Inch Dia $ 4,000.00 EACH $ - $for additional depth over 4 feet/per fo $ 625.00 FEET $ - $ - Manhole, 96 Inch Dia $ 5,000.00 EACH $ - $for additional depth over 4 feet/per fo $ 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 $ 200.00 Lf $ - Right-of-Way Landscaping $ 10,000.00 LS $ - Wetland Landscaping $ - LS $ - Private Landscaping $ 100,000.00 LS $ - WRITE-IN-ITEMS Subtotal $ - (INCLUDES GENERAL, STREET, SURFACING,WATER, PUBLIC PRIVATE SEWER, LANDSCAPING) SUBTOTAL $ - $ 242,703.00 MOBILIZATION 10%: $ - $ 24,270.30 CONTINGENCY 15%: $ - $ 36,405.45 GRANDTOTAL: $ - $ 303,378.75 Rev 7/2017