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Home My WebLink AboutS_Bond_Quantities_Worksheet_200211_v1 (2)Planning Division |1055 South Grady Way – 6 th Floor | Renton, WA 98057 (425) 430-7200 Date Prepared: Name: PE Registration No: Firm Name: Firm Address: Phone No. Email Address: Project Name:Project Owner: CED Plan # (LUA):Phone: CED Permit # (U):Address: Site Address: Street Intersection:Addt'l Project Owner: Parcel #(s):Phone: Address: Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No:NO Water Service Provided by: If Yes, Provide Forest Practice Permit #:Sewer Service Provided by: SITE IMPROVEMENT BOND QUANTITY WORKSHEET PROJECT INFORMATION SOOS CREEK WATER & SEWER SOOS CREEK WATER & SEWER 1Select the current project status/phase from the following options: For Approval - Preliminary Data Enclosed, pending approval from the City; For Construction - Estimated Data Enclosed, Plans have been approved for contruction by the City; Project Closeout - Final Costs and Quantities Enclosed for Project Close-out Submittal Engineer Stamp Required (all cost estimates must have original wet stamp and signature) Clearing and Grading Utility Providers N/A Project Location and Description Project Owner Information Habitat for Humanity La Fortuna Phase II Renton, WA 98057 3956200000 Habitat for Humanity Seattle - King County ##-######(206) 453-2950 2/11/2020 Prepared by: FOR APPROVALProject Phase 1 peter@coterraengineering.com Peter Apostol, PE 35163 Coterra Engineering PLLC 321 3rd Ave South, #406, Seattle, WA 98104 (206) 596-7115 17210 127TH STREET, RENTON, WA 98058 560 Naches Avenue SW, Suite 110 SE 172ND STREET AND 127TH AVE SE ######## Abbreviated Legal Description: LA FORTUNA MASTER CONDOMINIUM, ACCORDING TO THE SURVEY MAP AND PLANS RECORDED IN VOLUME 271 OF CONDOMINIUMS, PAGES 99 THROUGH 101, INCLUSIVE, AND ANY AMENDMENTS THERETO, AND THE DECLARATION THEREOF RECORDED UNDER RECORDING NO. 20110323000821, AND ANY AMENDMENTS Page 1 of 13 Ref 8-H Bond Quantity Worksheet SECTION I PROJECT INFORMATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Unit Reference #Price Unit Quantity CostBackfill & compaction-embankment ESC-1 6.50$CYCheck dams, 4" minus rock ESC-2 SWDM 5.4.6.3 80.00$EachCatch Basin Protection ESC-3 35.50$Each 32 1,136.00Crushed surfacing 1 1/4" minus ESC-4 WSDOT 9-03.9(3)95.00$CYDitchingESC-5 9.00$CYExcavation-bulk ESC-6 2.00$CY Fence, silt ESC-7 SWDM 5.4.3.1 1.50$LF 419 628.50 Fence, Temporary (NGPE)ESC-8 1.50$LF Geotextile Fabric ESC-9 2.50$SY Hay Bale Silt Trap ESC-10 0.50$Each Hydroseeding ESC-11 SWDM 5.4.2.4 0.80$SY Interceptor Swale / Dike ESC-12 1.00$LFJute Mesh ESC-13 SWDM 5.4.2.2 3.50$SYLevel Spreader ESC-14 1.75$LFMulch, by hand, straw, 3" deep ESC-15 SWDM 5.4.2.1 2.50$SYMulch, by machine, straw, 2" deep ESC-16 SWDM 5.4.2.1 2.00$SYPiping, temporary, CPP, 6"ESC-17 12.00$LFPiping, temporary, CPP, 8"ESC-18 14.00$LF Piping, temporary, CPP, 12"ESC-19 18.00$LF Plastic covering, 6mm thick, sandbagged ESC-20 SWDM 5.4.2.3 4.00$SY Rip Rap, machine placed; slopes ESC-21 WSDOT 9-13.1(2)45.00$CY Rock Construction Entrance, 50'x15'x1'ESC-22 SWDM 5.4.4.1 1,800.00$Each 1 1,800.00 Rock Construction Entrance, 100'x15'x1'ESC-23 SWDM 5.4.4.1 3,200.00$Each Sediment pond riser assembly ESC-24 SWDM 5.4.5.2 2,200.00$Each Sediment trap, 5' high berm ESC-25 SWDM 5.4.5.1 19.00$LFSed. trap, 5' high, riprapped spillway berm section ESC-26 SWDM 5.4.5.1 70.00$LFSeeding, by hand ESC-27 SWDM 5.4.2.4 1.00$SYSodding, 1" deep, level ground ESC-28 SWDM 5.4.2.5 8.00$SYSodding, 1" deep, sloped ground ESC-29 SWDM 5.4.2.5 10.00$SYTESC Supervisor ESC-30 110.00$HRWater truck, dust control ESC-31 SWDM 5.4.7 140.00$HR Unit Reference #Price Unit Quantity Cost EROSION/SEDIMENT SUBTOTAL:3,564.50 SALES TAX @ 10%356.45 EROSION/SEDIMENT TOTAL:3,920.95 (A) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL Description No. (A) WRITE-IN-ITEMS Page 2 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.a EROSION_CONTROL Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public Private Right-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.CostGENERAL ITEMSBackfill & Compaction- embankment GI-1 6.00$CY Backfill & Compaction- trench GI-2 9.00$CY 265 2,385.00 Clear/Remove Brush, by hand (SY)GI-3 1.00$SY Bollards - fixed GI-4 240.74$Each Bollards - removable GI-5 452.34$Each Clearing/Grubbing/Tree Removal GI-6 10,000.00$Acre 0.57 5,700.00 Excavation - bulk GI-7 2.00$CY 1200 2,400.00 Excavation - Trench GI-8 5.00$CY 265 1,325.00 Fencing, cedar, 6' high GI-9 20.00$LF 120 2,400.00 Fencing, chain link, 4'GI-10 38.31$LF Fencing, chain link, vinyl coated, 6' high GI-11 20.00$LF Fencing, chain link, gate, vinyl coated, 20'GI-12 1,400.00$Each Fill & compact - common barrow GI-13 25.00$CY 300 7,500.00 Fill & compact - gravel base GI-14 27.00$CY Fill & compact - screened topsoil GI-15 39.00$CY Gabion, 12" deep, stone filled mesh GI-16 65.00$SY Gabion, 18" deep, stone filled mesh GI-17 90.00$SY Gabion, 36" deep, stone filled mesh GI-18 150.00$SY Grading, fine, by hand GI-19 2.50$SY Grading, fine, with grader GI-20 2.00$SY Monuments, 3' Long GI-21 250.00$Each Sensitive Areas Sign GI-22 7.00$Each Sodding, 1" deep, sloped ground GI-23 8.00$SY Surveying, line & grade GI-24 850.00$Day 1 850.00 Surveying, lot location/lines GI-25 1,800.00$Acre Topsoil Type A (imported)GI-26 28.50$CY Traffic control crew ( 2 flaggers )GI-27 120.00$HR Trail, 4" chipped wood GI-28 8.00$SY Trail, 4" crushed cinder GI-29 9.00$SY Trail, 4" top course GI-30 12.00$SY Conduit, 2"GI-31 5.00$LF Wall, retaining, concrete GI-32 55.00$SF 340 18,700.00 Wall, rockery GI-33 15.00$SF SUBTOTAL THIS PAGE:41,260.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) Page 3 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public Private Right-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000sy RI-1 30.00$SY AC Grinding, 4' wide machine 1000-2000sy RI-2 16.00$SY AC Grinding, 4' wide machine > 2000sy RI-3 10.00$SY AC Removal/Disposal RI-4 35.00$SY Barricade, Type III ( Permanent )RI-5 56.00$LF Guard Rail RI-6 30.00$LF Curb & Gutter, rolled RI-7 17.00$LF Curb & Gutter, vertical RI-8 12.50$LF 635 7,937.50 Curb and Gutter, demolition and disposal RI-9 18.00$LF 140 2,520.00 Curb, extruded asphalt RI-10 5.50$LF Curb, extruded concrete RI-11 7.00$LF Sawcut, asphalt, 3" depth RI-12 1.85$LF 180 333.00 Sawcut, concrete, per 1" depth RI-13 3.00$LF Sealant, asphalt RI-14 2.00$LF Shoulder, gravel, 4" thick RI-15 15.00$SY Sidewalk, 4" thick RI-16 38.00$SY 240 9,120.00 Sidewalk, 4" thick, demolition and disposal RI-17 32.00$SY 60 1,920.00 Sidewalk, 5" thick RI-18 41.00$SY Sidewalk, 5" thick, demolition and disposal RI-19 40.00$SY Sign, Handicap RI-20 85.00$Each 2 170.00 Striping, per stall RI-21 7.00$Each 23 161.00 Striping, thermoplastic, ( for crosswalk )RI-22 3.00$SF Striping, 4" reflectorized line RI-23 0.50$LF Additional 2.5" Crushed Surfacing RI-24 3.60$SY HMA 1/2" Overlay 1.5"RI-25 14.00$SY HMA 1/2" Overlay 2"RI-26 18.00$SY HMA Road, 2", 4" rock, First 2500 SY RI-27 28.00$SY HMA Road, 2", 4" rock, Qty. over 2500SY RI-28 21.00$SY HMA Road, 4", 6" rock, First 2500 SY RI-29 45.00$SY HMA Road, 4", 6" rock, Qty. over 2500 SY RI-30 37.00$SY HMA Road, 4", 4.5" ATB RI-31 38.00$SY Gravel Road, 4" rock, First 2500 SY RI-32 15.00$SY Gravel Road, 4" rock, Qty. over 2500 SY RI-33 10.00$SY Thickened Edge RI-34 8.60$LF SUBTOTAL THIS PAGE:22,161.50 (B)(C)(D)(E) Page 4 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public Private Right-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS Quantity Remaining (Bond Reduction) (B)(C) PARKING LOT SURFACING No.2" AC, 2" top course rock & 4" borrow PL-1 21.00$SY 950 19,950.00 2" AC, 1.5" top course & 2.5" base course PL-2 28.00$SY 4" select borrow PL-3 5.00$SY 1.5" top course rock & 2.5" base course PL-4 14.00$SY SUBTOTAL PARKING LOT SURFACING:19,950.00 (B)(C)(D)(E) LANDSCAPING & VEGETATION No.Street Trees LA-1 Median Landscaping LA-2 Right-of-Way Landscaping LA-3 Wetland Landscaping LA-4 SUBTOTAL LANDSCAPING & VEGETATION: (B)(C)(D)(E) TRAFFIC & LIGHTING No.Signs TR-1 Street Light System ( # of Poles)TR-2 $1,000 Each 24 24,000.00 Traffic Signal TR-3 Traffic Signal Modification TR-4 SUBTOTAL TRAFFIC & LIGHTING:24,000.00 (B)(C)(D)(E) WRITE-IN-ITEMSWall, Ultrablock 30.00$SF 1100 33,000.00 SUBTOTAL WRITE-IN ITEMS:33,000.00 STREET AND SITE IMPROVEMENTS SUBTOTAL:140,371.50 SALES TAX @ 10%14,037.15 STREET AND SITE IMPROVEMENTS TOTAL:154,408.65 (B)(C)(D)(E) Page 5 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.b TRANSPORTATION Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost DRAINAGE (CPE = Corrugated Polyethylene Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.)Access Road, R/D D-1 26.00$SY * (CBs include frame and lid) Beehive D-2 90.00$Each Through-curb Inlet Framework D-3 400.00$Each CB Type I D-4 1,500.00$Each 14 21,000.00 CB Type IL D-5 1,750.00$Each CB Type II, 48" diameter D-6 2,300.00$Each for additional depth over 4'D-7 480.00$FT CB Type II, 54" diameter D-8 2,500.00$Each 1 2,500.00 for additional depth over 4'D-9 495.00$FT 3 1,485.00 CB Type II, 60" diameter D-10 2,800.00$Each for additional depth over 4'D-11 600.00$FT CB Type II, 72" diameter D-12 6,000.00$Each for additional depth over 4'D-13 850.00$FT CB Type II, 96" diameter D-14 14,000.00$Each for additional depth over 4'D-15 925.00$FT Trash Rack, 12"D-16 350.00$Each Trash Rack, 15"D-17 410.00$Each Trash Rack, 18"D-18 480.00$Each Trash Rack, 21"D-19 550.00$Each Cleanout, PVC, 4"D-20 150.00$Each Cleanout, PVC, 6"D-21 170.00$Each 2 340.00 Cleanout, PVC, 8"D-22 200.00$Each 3 600.00 Culvert, PVC, 4"D-23 10.00$LF 255 2,550.00 Culvert, PVC, 6"D-24 13.00$LF Culvert, PVC, 8"D-25 15.00$LF Culvert, PVC, 12"D-26 23.00$LF Culvert, PVC, 15"D-27 35.00$LF Culvert, PVC, 18"D-28 41.00$LF Culvert, PVC, 24"D-29 56.00$LF Culvert, PVC, 30"D-30 78.00$LF Culvert, PVC, 36"D-31 130.00$LF Culvert, CMP, 8"D-32 19.00$LF Culvert, CMP, 12"D-33 29.00$LF SUBTOTAL THIS PAGE:28,475.00 (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction)(B)(C) Page 6 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction)(B)(C) DRAINAGE (Continued)Culvert, CMP, 15"D-34 35.00$LF Culvert, CMP, 18"D-35 41.00$LF Culvert, CMP, 24"D-36 56.00$LF Culvert, CMP, 30"D-37 78.00$LFCulvert, CMP, 36"D-38 130.00$LF Culvert, CMP, 48"D-39 190.00$LF Culvert, CMP, 60"D-40 270.00$LF Culvert, CMP, 72"D-41 350.00$LF Culvert, Concrete, 8"D-42 42.00$LF Culvert, Concrete, 12"D-43 48.00$LF Culvert, Concrete, 15"D-44 78.00$LF Culvert, Concrete, 18"D-45 48.00$LF Culvert, Concrete, 24"D-46 78.00$LF Culvert, Concrete, 30"D-47 125.00$LF Culvert, Concrete, 36"D-48 150.00$LF Culvert, Concrete, 42"D-49 175.00$LF Culvert, Concrete, 48"D-50 205.00$LF Culvert, CPE Triple Wall, 6"D-51 14.00$LF Culvert, CPE Triple Wall, 8"D-52 16.00$LF Culvert, CPE Triple Wall, 12"D-53 24.00$LF Culvert, CPE Triple Wall, 15"D-54 35.00$LF Culvert, CPE Triple Wall, 18"D-55 41.00$LF Culvert, CPE Triple Wall, 24"D-56 56.00$LF Culvert, CPE Triple Wall, 30"D-57 78.00$LF Culvert, CPE Triple Wall, 36"D-58 130.00$LF Culvert, LCPE, 6"D-59 60.00$LF 220 13,200.00 Culvert, LCPE, 8"D-60 72.00$LF 830 59,760.00 Culvert, LCPE, 12"D-61 84.00$LF Culvert, LCPE, 15"D-62 96.00$LF Culvert, LCPE, 18"D-63 108.00$LF Culvert, LCPE, 24"D-64 120.00$LF Culvert, LCPE, 30"D-65 132.00$LF Culvert, LCPE, 36"D-66 144.00$LF Culvert, LCPE, 48"D-67 156.00$LF Culvert, LCPE, 54"D-68 168.00$LF SUBTOTAL THIS PAGE:72,960.00 (B)(C)(D)(E) Page 7 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction)(B)(C) DRAINAGE (Continued)Culvert, LCPE, 60"D-69 180.00$LF Culvert, LCPE, 72"D-70 192.00$LF Culvert, HDPE, 6"D-71 42.00$LF Culvert, HDPE, 8"D-72 42.00$LF Culvert, HDPE, 12"D-73 74.00$LF Culvert, HDPE, 15"D-74 106.00$LF Culvert, HDPE, 18"D-75 138.00$LF Culvert, HDPE, 24"D-76 221.00$LF Culvert, HDPE, 30"D-77 276.00$LF Culvert, HDPE, 36"D-78 331.00$LF Culvert, HDPE, 48"D-79 386.00$LF Culvert, HDPE, 54"D-80 441.00$LF Culvert, HDPE, 60"D-81 496.00$LF Culvert, HDPE, 72"D-82 551.00$LF Pipe, Polypropylene, 6"D-83 84.00$LF Pipe, Polypropylene, 8"D-84 89.00$LF Pipe, Polypropylene, 12"D-85 95.00$LF Pipe, Polypropylene, 15"D-86 100.00$LF Pipe, Polypropylene, 18"D-87 106.00$LF Pipe, Polypropylene, 24"D-88 111.00$LF Pipe, Polypropylene, 30"D-89 119.00$LF Pipe, Polypropylene, 36"D-90 154.00$LF Pipe, Polypropylene, 48"D-91 226.00$LF Pipe, Polypropylene, 54"D-92 332.00$LF Pipe, Polypropylene, 60"D-93 439.00$LF Pipe, Polypropylene, 72"D-94 545.00$LF Culvert, DI, 6"D-95 61.00$LF Culvert, DI, 8"D-96 84.00$LF Culvert, DI, 12"D-97 106.00$LF Culvert, DI, 15"D-98 129.00$LF Culvert, DI, 18"D-99 152.00$LF Culvert, DI, 24"D-100 175.00$LF Culvert, DI, 30"D-101 198.00$LF Culvert, DI, 36"D-102 220.00$LF Culvert, DI, 48"D-103 243.00$LF Culvert, DI, 54"D-104 266.00$LF Culvert, DI, 60"D-105 289.00$LF Culvert, DI, 72"D-106 311.00$LF SUBTOTAL THIS PAGE: (B)(C)(D)(E) Page 8 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction)(B)(C) Specialty Drainage ItemsDitching SD-1 9.50$CY Flow Dispersal Trench (1,436 base+)SD-3 28.00$LF 52 2,892.00 French Drain (3' depth)SD-4 26.00$LF Geotextile, laid in trench, polypropylene SD-5 3.00$SY Mid-tank Access Riser, 48" dia, 6' deep SD-6 2,000.00$Each Pond Overflow Spillway SD-7 16.00$SY Restrictor/Oil Separator, 12"SD-8 1,150.00$Each Restrictor/Oil Separator, 15"SD-9 1,350.00$Each Restrictor/Oil Separator, 18"SD-10 1,700.00$Each Riprap, placed SD-11 42.00$CY 5 210.00 Tank End Reducer (36" diameter)SD-12 1,200.00$Each Infiltration pond testing SD-13 125.00$HR Permeable Pavement SD-14 Permeable Concrete Sidewalk SD-15 Culvert, Box __ ft x __ ft SD-16 SUBTOTAL SPECIALTY DRAINAGE ITEMS:3,102.00 (B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch) Detention Pond SF-1 Each Detention Tank SF-2 25,000.00$Each 1 25,000.00 Detention Vault SF-3 Each Infiltration Pond SF-4 Each Infiltration Tank SF-5 Each Infiltration Vault SF-6 Each Infiltration Trenches SF-7 Each Basic Biofiltration Swale SF-8 Each Wet Biofiltration Swale SF-9 Each Wetpond SF-10 Each Wetvault SF-11 Each Sand Filter SF-12 Each Sand Filter Vault SF-13 Each Linear Sand Filter SF-14 Each Proprietary Facility SF-15 Each Bioretention Facility SF-16 5,000.00$Each 2 10,000.00 SUBTOTAL STORMWATER FACILITIES:35,000.00 (B)(C)(D)(E) Page 9 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES Quantity Remaining (Bond Reduction)(B)(C) WRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)Area Drain, PVC, 10"WI-1 300.00$Each 10 3,000.00 WI-2 WI-3 WI-4 WI-5 WI-6 WI-7 WI-8 WI-9 WI-10 WI-11 WI-12 WI-13 WI-14 WI-15 SUBTOTAL WRITE-IN ITEMS:3,000.00 DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:142,537.00 SALES TAX @ 10%14,253.70 DRAINAGE AND STORMWATER FACILITIES TOTAL:156,790.70 (B)(C)(D)(E) Page 10 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.c DRAINAGE Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public Private Right-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Connection to Existing Watermain W-1 2,000.00$Each Ductile Iron Watermain, CL 52, 4 Inch Diameter W-2 50.00$LF Ductile Iron Watermain, CL 52, 6 Inch Diameter W-3 56.00$LF Ductile Iron Watermain, CL 52, 8 Inch Diameter W-4 60.00$LF Ductile Iron Watermain, CL 52, 10 Inch Diameter W-5 70.00$LF Ductile Iron Watermain, CL 52, 12 Inch Diameter W-6 80.00$LF Gate Valve, 4 inch Diameter W-7 500.00$Each Gate Valve, 6 inch Diameter W-8 700.00$Each Gate Valve, 8 Inch Diameter W-9 800.00$Each Gate Valve, 10 Inch Diameter W-10 1,000.00$Each Gate Valve, 12 Inch Diameter W-11 1,200.00$Each Fire Hydrant Assembly W-12 4,000.00$Each Permanent Blow-Off Assembly W-13 1,800.00$Each Air-Vac Assembly, 2-Inch Diameter W-14 2,000.00$Each Air-Vac Assembly, 1-Inch Diameter W-15 1,500.00$Each Compound Meter Assembly 3-inch Diameter W-16 8,000.00$Each Compound Meter Assembly 4-inch Diameter W-17 9,000.00$Each Compound Meter Assembly 6-inch Diameter W-18 10,000.00$Each Pressure Reducing Valve Station 8-inch to 10-inch W-19 20,000.00$Each WATER SUBTOTAL: SALES TAX @ 10% WATER TOTAL: (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER Quantity Remaining (Bond Reduction) (B)(C) Page 11 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.d WATER Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 CED Permit #:######## Existing Future Public PrivateRight-of-Way Improvements Improvements (D)(E)Description No.Unit Price Unit Quant.Cost Quant.Cost Quant.Cost Quant.Cost Clean Outs SS-1 1,000.00$Each Grease Interceptor, 500 gallon SS-2 8,000.00$Each Grease Interceptor, 1000 gallon SS-3 10,000.00$Each Grease Interceptor, 1500 gallon SS-4 15,000.00$Each Side Sewer Pipe, PVC. 4 Inch Diameter SS-5 80.00$LF Side Sewer Pipe, PVC. 6 Inch Diameter SS-6 95.00$LF Sewer Pipe, PVC, 8 inch Diameter SS-7 105.00$LF Sewer Pipe, PVC, 12 Inch Diameter SS-8 120.00$LF Sewer Pipe, DI, 8 inch Diameter SS-9 115.00$LF Sewer Pipe, DI, 12 Inch Diameter SS-10 130.00$LF Manhole, 48 Inch Diameter SS-11 6,000.00$Each Manhole, 54 Inch Diameter SS-13 6,500.00$Each Manhole, 60 Inch Diameter SS-15 7,500.00$Each Manhole, 72 Inch Diameter SS-17 8,500.00$Each Manhole, 96 Inch Diameter SS-19 14,000.00$Each Pipe, C-900, 12 Inch Diameter SS-21 180.00$LF Outside Drop SS-24 1,500.00$LS Inside Drop SS-25 1,000.00$LS Sewer Pipe, PVC, ____ Inch Diameter SS-26Lift Station (Entire System)SS-27 LS SANITARY SEWER SUBTOTAL: SALES TAX @ 10% SANITARY SEWER TOTAL: (B)(C)(D)(E) SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER Quantity Remaining (Bond Reduction)(B)(C) Page 12 of 13 Ref 8-H Bond Quantity Worksheet SECTION II.e SANITARY SEWER Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020 Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200 Date: Name:Project Name: PE Registration No:CED Plan # (LUA): Firm Name:CED Permit # (U): Firm Address:Site Address: Phone No.Parcel #(s): Email Address:Project Phase: Site Restoration/Erosion Sediment Control Subtotal (a) Existing Right-of-Way Improvements Subtotal (b)(b)-$ Future Public Improvements Subtotal (c)-$ Stormwater & Drainage Facilities(Public & Private)Subtotal (d)(d)156,790.70$ (e) (f) Site Restoration Civil Construction Permit Maintenance Bond 31,358.14$ Bond Reduction 2 Construction Permit Bond Amount 3 Minimum Bond Amount is $10,000.00 1Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering. 2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% will cover all remaining items to be constructed. 3Required Bond Amounts are subject to review and modification by Development Engineering. * Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton. ** Note: All prices include labor, equipment, materials, overhead and profit. (206) 596-7115 peter@coterraengineering.com Habitat for Humanity La Fortuna Phase II ##-###### 17210 127TH STREET, RENTON, WA 98058 3956200000 FOR APPROVAL ######## 321 3rd Ave South, #406, Seattle, WA 98104 160,711.65$ P (a) x 100% SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS 2/11/2020 Peter Apostol, PE 35163 Coterra Engineering PLLC R ((b x 150%) + (d x 100%)) S (e) x 150% + (f) x 100% Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2 Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2 T (P +R - S) Prepared by:Project Information CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) EST1 ((b) + (c) + (d)) x 20% -$ MAINTENANCE BOND */** (after final acceptance of construction) 3,920.95$ -$ 156,790.70$ 3,920.95$ -$ 156,790.70$ -$ Page 13 of 13 Ref 8-H Bond Quantity Worksheet SECTION III. BOND WORKSHEET Unit Prices Updated: 06/14/2016 Version: 04/26/2017 Printed 2/13/2020