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Home My WebLink AboutStorage One AS-Builts and closing docs 9.20.2018 12740-F-ESMT-WATR-2018-07-10-OnSITE.pdf 12740-F-BOND-Maintenance-2018-09-20.pdf 12740-F-DEED-ROW-2018-07-09.pdf 12740.016.xlsxBond Quantity Worksheet Calibri,Regular" Page of Ref 8-H Bond Quantity Worksheet Calibri,Regular" Calibri,Regular" Unit Prices Updated: 03/2016 Version: 06/2016 Printed 7/5/2018 42779 Calibri,Regular" Page of Ref 8-H Bond Quantity Worksheet Calibri,Regular" 12740.016.xlsx Calibri,Regular" Unit Prices Updated: 06/14/2016 Version: 06/14/2016 Printed 6.5 80 35.5 95 9 2 1.5 1040 1560 1.5 2.5 0.5 0.8 1 3.5 1.75 2.5 2 12 14 18 4 45 1800 3200 1 3200 2200 1 2200 19 70 1 8 10 110 40 4400 140 11360 1079.2 12439.2 Calibri,Regular" Page of Ref 8-H Bond Quantity Worksheet Calibri,Regular" Calibri,Regular" Unit Prices Updated: 06/14/2016 Version: 06/14/2016 Printed 6 0 0 0 0 9 0 0 0 0 1 0 0 0 0 240.74 0 0 0 0 452.34 0 0 0 0 10000 0 0 0 0 2 0 0 1800 3600 0 5 0 0 0 0 20 0 0 0 0 38.31 0 0 0 0 20 0 0 410 8200 0 1400 0 0 1 1400 0 25 0 0 0 0 27 0 0 0 0 39 0 0 0 0 65 0 0 0 0 90 0 0 0 0 150 0 0 0 0 2.5 0 0 0 0 2 0 0 7116 14232 0 250 0 0 0 0 7 0 0 0 0 8 0 0 0 0 850 0 0 0 0 1800 0 0 0 0 28.5 0 0 0 0 120 0 0 0 0 8 0 0 0 0 9 0 0 0 0 12 0 0 0 0 5 0 0 0 0 55 0 0 0 0 15 0 0 640 9600 0 0 0 37032 0 30 0 0 0 0 16 0 0 0 0 10 0 0 0 0 35 0 0 0 0 56 0 0 0 0 30 0 0 0 0 17 0 0 0 0 12.5 0 260 3250 0 0 18 0 260 4680 0 0 5.5 0 0 0 0 7 0 0 770 5390 0 1.85 0 0 0 0 3 0 330 990 0 0 2 0 330 660 0 0 15 0 0 0 0 38 0 1322 50236 2150 81700 0 32 0 0 0 0 41 0 0 0 0 40 0 0 0 0 85 0 0 1 85 0 7 0 0 21 147 0 3 0 0 0 0 0.5 0 0 0 0 3.6 0 0 0 0 14 0 0 0 0 18 0 0 0 0 28 0 0 0 0 21 0 0 0 0 45 0 0 0 0 37 0 0 0 0 38 0 0 0 0 15 0 0 0 0 10 0 0 0 0 8.6 0 0 0 0 0 59816 87322 0 21 0 0 0 0 28 0 0 0 0 5 0 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8000 0 2 16000 0 0 0 0 0 0 0 0 0 0 0 16000 0 0 30 0 0 1050 31500 0 50 115 5750 0 0 0 10000 1 10000 0 0 0 15750 0 31500 0 15750 75816 155854 0 1496.25 7202.52 14806.130000000001 0 17246.25 83018.52 170660.13 0 Calibri,Regular" Page of Ref 8-H Bond Quantity Worksheet Calibri,Regular" Calibri,Regular" Unit Prices Updated: 06/14/2016 Version: 06/14/2016 Printed 26 0 0 177 4602 0 26 177 4602 0 0 0 0 0 0 90 0 0 0 0 90 0 0 400 0 0 0 0 400 0 0 1500 2 3000 0 4 6000 0 1500 6 9000 1750 0 0 0 0 0 1750 0 0 2300 0 0 2 4600 0 2300 2 4600 480 0 0 0 0 480 0 0 2500 0 0 1 2500 0 2500 1 2500 495 0 0 0 0 495 0 0 2800 0 0 0 0 2800 0 0 600 0 0 0 0 600 0 0 6000 0 0 0 0 3600 0 0 850 0 0 0 0 850 0 0 14000 0 0 0 0 3600 0 0 925 0 0 0 0 850 0 0 350 0 0 1 350 0 350 1 350 410 0 0 0 0 410 0 0 480 0 0 0 0 480 0 0 550 0 0 0 0 550 0 0 150 0 0 0 0 150 0 0 170 0 0 10 1700 0 170 10 1700 200 0 0 0 0 200 0 0 10 0 0 0 0 10 0 0 13 0 0 84 1092 0 13 84 1092 15 0 0 0 0 15 0 0 23 0 0 0 0 23 0 0 35 0 0 0 0 35 0 0 41 0 0 0 0 41 0 0 56 0 0 0 0 56 0 0 78 0 0 0 0 78 0 0 130 0 0 0 0 130 0 0 19 0 0 0 0 19 0 0 29 0 0 0 0 29 0 0 3000 0 20844 0 35 0 0 0 0 35 0 0 41 0 0 0 0 41 0 0 56 0 0 0 0 56 0 0 78 0 0 0 0 78 0 0 130 0 0 0 0 130 0 0 190 0 0 0 0 190 0 0 270 0 0 0 0 270 0 0 350 0 0 0 0 350 0 0 42 0 0 0 0 42 0 0 48 0 0 0 0 48 0 0 78 0 0 0 0 78 0 0 48 0 0 0 0 48 0 0 78 0 0 0 0 78 0 0 125 0 0 0 0 125 0 0 150 0 0 0 0 150 0 0 175 0 0 0 0 175 0 0 205 0 0 0 0 205 0 0 14 0 0 400 5600 0 14 400 5600 16 0 0 0 0 16 0 0 24 0 0 203 4872 0 24 203 4872 35 0 0 45 1575 0 35 45 1575 41 0 0 0 0 41 0 0 56 0 0 0 0 56 0 0 78 0 0 0 0 78 0 0 130 0 0 0 0 130 0 0 60 0 0 0 0 14 0 0 72 0 0 0 0 16 0 0 84 0 0 0 0 24 0 0 96 0 0 0 0 35 0 0 108 0 0 0 0 41 0 0 120 0 0 0 0 56 0 0 132 0 0 0 0 78 0 0 144 0 0 0 0 130 0 0 156 0 0 0 0 41 0 0 168 0 0 0 0 56 0 0 0 0 12047 0 180 0 0 0 0 78 0 0 192 0 0 0 0 130 0 0 42 0 0 0 0 14 0 0 42 0 0 0 0 16 0 0 74 0 0 0 0 24 0 0 106 0 0 0 0 35 0 0 138 0 0 0 0 41 0 0 221 0 0 0 0 56 0 0 276 0 0 0 0 78 0 0 331 0 0 0 0 130 0 0 386 0 0 0 0 41 0 0 441 0 0 0 0 56 0 0 496 0 0 0 0 78 0 0 551 0 0 0 0 130 0 0 84 0 0 0 0 14 0 0 89 0 0 0 0 16 0 0 95 0 0 0 0 24 0 0 100 0 0 0 0 35 0 0 106 0 0 0 0 41 0 0 111 0 0 0 0 56 0 0 119 0 0 0 0 78 0 0 154 0 0 0 0 130 0 0 226 0 0 0 0 41 0 0 332 0 0 0 0 56 0 0 439 0 0 0 0 78 0 0 545 0 0 0 0 130 0 0 61 0 0 0 0 14 0 0 84 5 420 0 0 0 16 5 80 106 0 0 0 0 24 0 0 129 0 0 0 0 35 0 0 152 0 0 0 0 41 0 0 175 0 0 0 0 56 0 0 198 0 0 0 0 78 0 0 220 0 0 0 0 130 0 0 243 0 0 0 0 41 0 0 266 0 0 0 0 56 0 0 289 0 0 0 0 78 0 0 311 0 0 0 0 130 0 0 420 0 0 0 9.5 0 0 0 0 9.5 0 0 28 28 0 0 26 0 0 0 0 26 0 0 3 0 0 0 0 3 0 0 2000 0 0 0 0 2000 0 0 16 0 0 0 0 16 0 0 1150 0 0 0 0 1150 0 0 1350 0 0 0 0 1350 0 0 1700 0 0 0 0 1700 0 0 42 0 0 10 420 0 42 10 420 1200 0 0 0 0 1200 0 0 125 0 0 0 0 125 0 0 40 0 0 250 10000 0 1200 250 300000 0 0 0 0 1200 0 0 0 0 0 0 0 0 0 0 10420 0 10000 0 0 1 10000 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5000 0 0 4 20000 0 4 0 0 0 30000 0 336391 40000 0 0 1 40000 0 1 0 5 0 0 2700 13500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53500 0 651730 3000 0 126811 0 285 0 12047.045 0 3285 0 138858.04500000001 0 Calibri,Regular" Page of Ref 8-H Bond Quantity Worksheet Calibri,Regular" Calibri,Regular" Unit Prices Updated: 06/14/2016 Version: 06/14/2016 Printed 2000 2 4000 0 0 0 0 2000 2 4000 50 0 0 0 0 65 0 0 56 0 0 0 0 65 0 0 60 0 0 0 0 85 0 0 70 0 0 0 0 103 0 0 80 0 644 51520 0 0 0 125 644 80500 500 0 0 0 0 125 0 0 700 0 0 0 0 250 0 0 800 0 0 0 0 380 0 0 1000 0 2 2000 0 0 0 425 2 850 1200 0 6 7200 0 0 0 500 6 3000 4000 1 4000 1 4000 0 0 0 3000 2 6000 1800 1 1800 0 0 0 2500 1 2500 2000 0 0 0 0 6000 0 0 1500 0 0 0 0 7500 0 0 8000 0 0 0 0 12000 0 0 9000 0 0 0 0 3800 0 0 10000 0 0 0 0 4200 0 0 20000 0 0 0 0 350 0 0 9800 64720 0 0 96850 931 6148.4 0 0 10731 70868.399999999994 0 0 Calibri,Regular" Page of Ref 8-H Bond Quantity Worksheet Calibri,Regular" Calibri,Regular" Unit Prices Updated: 06/14/2016 Version: 06/14/2016 Printed 1000 0 0 1 1000 0 500 1 500 8000 0 0 0 0 6000 0 0 10000 0 0 0 0 10000 0 0 15000 0 0 0 0 15000 0 0 80 0 0 0 0 8 0 0 95 0 0 72 6840 0 12 72 864 105 0 0 0 0 33 0 0 120 0 0 0 0 41 0 0 115 0 0 0 0 33 0 0 130 0 0 0 0 41 0 0 6000 0 0 0 0 3000 0 0 6500 0 0 0 0 3500 0 0 7500 0 0 0 0 3700 0 0 8500 0 0 0 0 4000 0 0 14000 0 0 0 0 5000 0 0 180 0 0 0 0 90 0 0 1500 0 0 0 0 0 0 1000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7840 0 1364 0 0 744.8 0 0 0 8584.7999999999993 0 Calibri,Regular" Page of Ref 8-H Bond Quantity Worksheet Calibri,Regular" Calibri,Regular" Unit Prices Updated: 06/14/2016 Version: 06/14/2016 Printed 7/5/2018 42779 12439.2 12439.2 27977.25 27977.25 153886.91999999998 153886.91999999998 142143.04500000001 142143.04500000001 0 0 18658.800000000003 486010.82249999995 64801.442999999999 0 504669.62249999994 Calibri,Regular" Page of Ref 8-H Bond Quantity Worksheet Calibri,Regular" Calibri,Regular" Unit Prices Updated: 06/14/2016 Version: 06/14/2016 Printed Unit Reference # Price Quantity Cost Backfill & compaction-embankment CY Check dams, 4" minus rock SWDM 5.4.6.3 Each Crushed surfacing 1 1/4" minus WSDOT 9-03.9(3) Ditching Excavation-bulk Fence, silt SWDM 5.4.3.1 LF Fence, Temporary (NGPE) Hydroseeding SWDM 5.4.2.4 SY Jute Mesh SWDM 5.4.2.2 Mulch, by hand, straw, 3" deep SWDM 5.4.2.1 Mulch, by machine, straw, 2" deep Piping, temporary, CPP, 6" Piping, temporary, CPP, 8" Piping, temporary, CPP, 12" Plastic covering, 6mm thick, sandbagged SWDM 5.4.2.3 Rip Rap, machine placed; slopes WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' SWDM 5.4.4.1 Rock Construction Entrance, 100'x15'x1' Sediment pond riser assembly SWDM 5.4.5.2 Sediment trap, 5' high berm SWDM 5.4.5.1 Sed. trap, 5' high, riprapped spillway berm section Seeding, by hand Sodding, 1" deep, level ground SWDM 5.4.2.5 Sodding, 1" deep, sloped ground TESC Supervisor HR Water truck, dust control SWDM 5.4.7 WRITE-IN-ITEMS Existing Future Public Private Right-of-Way Improvements Quant. Unit Price Complete Backfill & Compaction- embankment Backfill & Compaction- trench Clearing/Grubbing/Tree Removal Acre Excavation - bulk Excavation - Trench Fencing, cedar, 6' high Fencing, chain link, vinyl coated, 6' high Fencing, chain link, gate, vinyl coated, 20' Fill & compact - common barrow Fill & compact - gravel base Fill & compact - screened topsoil Gabion, 12" deep, stone filled mesh Gabion, 18" deep, stone filled mesh Gabion, 36" deep, stone filled mesh Grading, fine, by hand Grading, fine, with grader Sensitive Areas Sign Traffic control crew ( 2 flaggers ) Trail, 4" chipped wood Trail, 4" crushed cinder Trail, 4" top course Wall, retaining, concrete SF Wall, rockery AC Grinding, 4' wide machine < 1000sy AC Grinding, 4' wide machine 1000-2000sy AC Grinding, 4' wide machine > 2000sy Curb & Gutter, rolled Curb & Gutter, vertical Curb and Gutter, demolition and disposal Curb, extruded asphalt Curb, extruded concrete Sawcut, asphalt, 3" depth Sawcut, concrete, per 1" depth Sealant, asphalt Shoulder, gravel, 4" thick Sidewalk, 4" thick Sidewalk, 4" thick, demolition and disposal Sidewalk, 5" thick Sidewalk, 5" thick, demolition and disposal Striping, per stall Striping, thermoplastic, ( for crosswalk ) Striping, 4" reflectorized line Gravel Road, 4" rock, First 2500 SY Gravel Road, 4" rock, Qty. over 2500 SY Thickened Edge Access Road, R/D * (CBs include frame and lid) CB Type I CB Type IL CB Type II, 48" diameter for additional depth over 4' </t> FT CB Type II, 54" diameter for additional depth over 4'</t> CB Type II, 60" diameter CB Type II, 72" diameter Cleanout, PVC, 4" Cleanout, PVC, 6" Cleanout, PVC, 8" Culvert, CMP, 8" Culvert, CMP, 12" Culvert, CMP, 15" Culvert, CMP, 18" Culvert, CMP, 24" Culvert, CMP, 30" Culvert, CMP, 36" Culvert, CMP, 48" Culvert, CMP, 60" Culvert, CMP, 72" Culvert, Concrete, 8" Culvert, Concrete, 12" Culvert, Concrete, 15" Culvert, Concrete, 18" Culvert, Concrete, 24" Culvert, Concrete, 30" Culvert, Concrete, 36" Culvert, Concrete, 42" Culvert, Concrete, 48" Ditching Flow Dispersal Trench (1,436 base+) French Drain (3' depth) Geotextile, laid in trench, polypropylene Infiltration pond testing Mid-tank Access Riser, 48" dia, 6' deep Pond Overflow Spillway Restrictor/Oil Separator, 12" Restrictor/Oil Separator, 15" Restrictor/Oil Separator, 18" Riprap, placed Tank End Reducer (36" diameter) Trash Rack, 12" Trash Rack, 15" Trash Rack, 18" Trash Rack, 21" PARKING LOT SURFACING 2" AC, 2" top course rock & 4" borrow 4" select borrow 1.5" top course rock & 2.5" base course Name: Date: Firm Name: (A) (B) (C) (D) (E) 2" AC, 1.5" top course & 2.5" base course Ductile Iron Watermain, CL 52, 6 Inch Diameter Ductile Iron Watermain, CL 52, 8 Inch Diameter Ductile Iron Watermain, CL 52, 10 Inch Diameter Ductile Iron Watermain, CL 52, 12 Inch Diameter Gate Valve, 6 inch Diameter Gate Valve, 8 Inch Diameter Gate Valve, 10 Inch Diameter Gate Valve, 12 Inch Diameter Side Sewer Pipe, PVC. 4 Inch Diameter Side Sewer Pipe, PVC. 6 Inch Diameter Sewer Pipe, PVC, 12 Inch Diameter Sewer Pipe, PVC, ____ Inch Diameter Manhole, 48 Inch Diameter FEET Manhole, 54 Inch Diameter Manhole, 60 Inch Diameter Manhole, 72 Inch Diameter EROSION/SEDIMENT SUBTOTAL: EROSION/SEDIMENT TOTAL: LANDSCAPING & VEGETATION Street Trees Median Landscaping Right-of-Way Landscaping Wetland Landscaping Maintenance Bond Site Restoration/Erosion Sediment Control Subtotal Existing Right-of-Way Improvements Subtotal Project Information Firm Address: Phone No. PE Registration No: Email Address: WRITE-IN-ITEMS Prepared by: Future Public Improvements Subtotal Quantity Remaining (Bond Reduction) (E) Culvert, Box __ ft x __ ft LS Fencing, chain link, 4' Conduit, 2" Traffic Signal Traffic Signal Modification Guard Rail Beehive Manhole, 96 Inch Diameter Clean Outs Outside Drop Inside Drop Grease Interceptor, 500 gallon Grease Interceptor, 1000 gallon Grease Interceptor, 1500 gallon Barricade, Type III ( Permanent ) Signs Sign, Handicap Sewer Pipe, PVC, 8 inch Diameter Topsoil Type A (imported) Geotextile Fabric Catch Basin Protection Interceptor Swale / Dike Hay Bale Silt Trap Level Spreader Lift Station (Entire System) Water SALES TAX @ 9.5% Phone: Project Owner: Address: Project Owner Information Project Location and Description Project Name: Parcel #(s): Site Address: Date Prepared: STREET AND SITE IMPROVEMENTS TOTAL: STREET AND SITE IMPROVEMENTS SUBTOTAL: SUBTOTAL WRITE-IN ITEMS: DRAINAGE (Continued) DRAINAGE AND STORMWATER FACILITIES SUBTOTAL: DRAINAGE AND STORMWATER FACILITIES TOTAL: WATER SUBTOTAL: WATER TOTAL: Engineer Stamp Required (all cost estimates must have original wet stamp and signature) Bond Reduction (Quantity Remaining) 2 Bond Reduction 2 Clearing and Grading Clearing and grading greater than or equal to 5,000 board feet of timber? Yes/No: If Yes, Provide Forest Practice Permit #: Minimum Bond Amount is $10,000.00 * Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton. 1 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering. 3 Required Bond Amounts are subject to review and modification by Development Engineering. ESC-1 ESC-2 ESC-3 ESC-4 ESC-5 ESC-6 ESC-7 ESC-8 ESC-9 ESC-10 ESC-11 ESC-12 ESC-13 ESC-14 ESC-15 ESC-16 ESC-17 ESC-18 ESC-19 ESC-20 ESC-21 ESC-22 ESC-23 ESC-24 ESC-25 ESC-26 ESC-27 ESC-28 ESC-29 ESC-30 ESC-31 No. GI-1 GI-2 GI-3 GI-4 GI-5 GI-6 GI-7 GI-8 GI-9 GI-10 GI-11 GI-12 GI-13 GI-14 GI-15 GI-16 GI-17 GI-18 GI-19 GI-20 GI-21 GI-22 GI-23 GI-24 GI-25 GI-26 GI-27 GI-28 GI-29 GI-30 GI-31 GI-32 RI-1 RI-2 RI-3 RI-4 RI-5 RI-6 RI-7 RI-8 RI-9 RI-10 RI-11 RI-12 RI-13 RI-14 RI-15 RI-16 RI-17 RI-18 RI-19 RI-20 RI-21 RI-22 RI-24 RI-25 PL-1 PL-2 PL-3 PL-4 LA-1 LA-2 LA-3 LA-4 HMA Road, 2", 4" rock, First 2500 SY HMA Road, 2", 4" rock, Qty. over 2500SY HMA 1/2" Overlay 2" HMA 1/2" Overlay 1.5" Additional 2.5" Crushed Surfacing Monuments, 3' Long Surveying, line & grade Surveying, lot location/lines GI-33 Day AC Removal/Disposal D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-41 D-42 D-44 D-45 D-46 D-47 D-48 D-49 D-50 D-51 D-52 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 W-1 W-2 W-3 W-4 W-5 W-6 W-7 W-8 W-9 W-10 W-11 W-12 W-13 W-14 W-15 W-16 W-17 W-18 W-19 SS-1 SS-2 SS-3 SS-4 SS-5 SS-6 SS-7 SS-8 SS-9 SS-10 SS-11 SS-13 SS-15 SS-17 SS-19 SS-21 SS-24 Actual/Estimated Construction Costs Totals Sanitary Sewer (SS-T) Total Sewer Costs (W-T) Water Total Drainage (D-T) Drainage Totals FOR APPROVAL FOR CONSTRUCTION PROJECT CLOSEOUT SUBTOTAL STORMWATER FACILITIES: Detention Pond Detention Tank Detention Vault Infiltration Tank Infiltration Pond Infiltration Vault SF-1 SF-2 SF-3 SF-4 SF-5 SF-6 SF-7 SF-8 Each Street Intersection: Utility Providers Water Service Provided by: Sewer Service Provided by: CITY OF RENTON SOOS CREEK WATER & SEWER CEDAR RIVER WATER AND SEWER KC WATER DISTRICT 90 COAL CREEK UTILITY DISTRICT SKYWAY WATER AND SEWER DISTRICT CITY OF TUKWILA CITY OF KENT Street Light System ( # of Poles) The following forms are to be completed by the engineer/developer/applicant as applicable to the project: Project Phase 1 Section II: Bond Quantities Worksheets The 'Quantity Remaining' column is only to be used when a project is under construction. The City allows one (1) bond reduction during the life of the project with the exception of the maintenance period reduction. Excel will auto-calculate and auto-populate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should need completing. Additional items not included in the lists can be added under the "write-in" sections. Provide a complete description, cost estimate and unit of measure for each write-in item. Section III. Bond Worksheet Project Phase: Section II.b TRANSPORTATION (Street and Site Improvements) Section II.c DRAINAGE (Drainage and Stormwater Facilities): • This worksheet is intended to be a "working" copy of the bond quantity worksheet, which will be used throughout all phases of the project, from initial submittal to project close-out approval. Section II.a EROSION CONTROL (Stabilization/Erosion Sediment Control (ESC)) This section calculates the required Permit Bond for construction permit issuance as well as the required Maintenance Bond for project close-out submittals to release the permit bond on a project. Addt'l Project Owner: YES NO Site Restoration Construction Permit Bond Amount 3 Civil Construction Permit CED Plan # (LUA): CED Permit # (U): TRAFFIC & LIGHTING TR-1 TR-2 TR-3 TR-4 Bollards - fixed Bollards - removable SS-25 RI-23 RI-26 (a) (b) (c) (d) (e) Culvert, DI, 6" Culvert, DI, 8" Culvert, DI, 12" Culvert, DI, 15" Culvert, DI, 18" Culvert, DI, 24" Culvert, DI, 30" Culvert, DI, 36" CB Type II, 96" diameter Through-curb Inlet Framework Culvert, LCPE, 6" Culvert, LCPE, 8" Culvert, LCPE, 12" Culvert, LCPE, 15" Culvert, LCPE, 18" Culvert, LCPE, 24" Culvert, LCPE, 30" Culvert, LCPE, 36" Culvert, LCPE, 48" Culvert, LCPE, 54" Culvert, LCPE, 60" Culvert, LCPE, 72" Culvert, HDPE, 6" Culvert, HDPE, 8" Culvert, HDPE, 12" Culvert, HDPE, 15" Culvert, HDPE, 18" Culvert, HDPE, 24" Culvert, HDPE, 30" Culvert, HDPE, 36" Culvert, HDPE, 48" Culvert, HDPE, 54" Culvert, HDPE, 60" Culvert, HDPE, 72" Culvert, PVC, 4" (Not allowed in ROW) Culvert, PVC, 8" (Not allowed in ROW) Culvert, PVC, 6" (Not allowed in ROW) Culvert, PVC, 12" (Not allowed in ROW) Culvert, CPE, 6" (Not allowed in ROW) Culvert, CPE, 8" (Not allowed in ROW) Culvert, CPE, 12" (Not allowed in ROW) Culvert, CPE, 15" (Not allowed in ROW) Culvert, CPE, 18" (Not allowed in ROW) Culvert, CPE, 24" (Not allowed in ROW) Culvert, CPE, 30" (Not allowed in ROW) Culvert, CPE, 36" (Not allowed in ROW) Stormwater & Drainage Facilities Subtotal STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch) D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 D-81 D-82 D-83 D-84 D-85 D-86 D-87 D-88 D-89 D-90 D-91 D-92 D-93 D-94 D-95 D-96 D-97 D-98 Sewer Pipe, DI, 8 inch Diameter Sewer Pipe, DI, 12 Inch Diameter SS-26 SS-27 Culvert, PVC, 15" (Not allowed in ROW) Culvert, PVC, 18" (Not allowed in ROW) Culvert, PVC, 24" (Not allowed in ROW) Culvert, PVC, 30" (Not allowed in ROW) Culvert, PVC, 36" (Not allowed in ROW) Culvert, DI, 48" Culvert, DI, 54" Culvert, DI, 60" Culvert, DI, 72" Specialty Drainage Items SUBTOTAL SPECIALTY DRAINAGE ITEMS: SD-1 SD-3 SD-4 SD-5 SD-6 SD-7 SD-8 SD-9 SD-10 SD-11 SD-12 SD-13 Basic Biofiltration Swale Wet Biofiltration Swale Wetpond Wetvault Infiltration Trenches Linear Sand Filter Sand Filter Vault Sand Filter StormFilter Rain Garden Permeable Pavement Permeable Concrete Sidewalk D-99 D-100 D-101 D-102 D-103 SD-14 SD-15 SD-16 SF-9 SF-10 SF-11 SF-12 SF-13 SF-14 SF-15 SF-16 WI-1 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 Clear/Remove Brush, by hand (SY) HMA Road, 4", 6" rock, First 2500 SY HMA Road, 4", 6" rock, Qty. over 2500 SY HMA Road, 4", 4.5" ATB ROAD IMPROVEMENT/PAVEMENT/SURFACING No. RI-27 RI-28 RI-29 RI-30 RI-31 RI-32 RI-33 RI-34 SUBTOTAL THIS PAGE: SUBTOTAL PARKING LOT SURFACING: SUBTOTAL LANDSCAPING & VEGETATION: SUBTOTAL TRAFFIC & LIGHTING: cover all remaining items to be constructed. 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 (1) electronic copy and (2) hard copies of the entire workbook for civil construction permit submittal. Hard copies are to be included as part of the Technical Information Report (TIR). (1) electronic copy and (1) hard copy of the entire workbook for final close-out submittal. CONSTRUCTION BOND AMOUNT */** (prior to permit issuance) MAINTENANCE BOND */** (after final acceptance of construction) 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.) GENERAL ITEMS EST 1 ((b) + (c) + (d)) x 20% The Bond Worksheet form will auto-calculate and auto-populate from the information provided in Section I and Section II. BOND QUANTITY WORKSHEET INSTRUCTIONS Section II.d WATER - ONLY APPLICABLE IF WATER SERVICE IS PROVIDED BY CITY OF RENTON Section II.e SANITARY SEWER - ONLY APPLICABLE IF SEWER SERVICE IS PROVIDED BY CITY OF RENTON Planning Division |1055 South Grady Way – 6 th Floor | Renton, WA 98057 (425) 430-7200 SANITARY SEWER SUBTOTAL: SANITARY SEWER TOTAL: SITE IMPROVEMENT BOND QUANTITY WORKSHEET PROJECT INFORMATION SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS Description SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR SANITARY SEWER SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR EROSION & SEDIMENT CONTROL SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR STREET AND SITE IMPROVEMENTS SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR DRAINAGE AND STORMWATER FACILITIES SITE IMPROVEMENT BOND QUANTITY WORKSHEET FOR WATER 1 Select the current project status/phase from the following options: </t></r><r>< For Approval - Preliminary Data Enclosed, pending approval from the City; </t></r><r>< For Construction - Estimated Data Enclosed, Plans have been approved for contruction by the City; </t></r><r>< Project Closeout - Final Costs and Quantities Enclosed for Project Close-out Submittal Abbreviated Legal Description: Phone Address City, State, Zip Additional Project Owner Pipe, Polypropylene, 6" Pipe, Polypropylene, 8" Pipe, Polypropylene, 12" Pipe, Polypropylene, 15" Pipe, Polypropylene, 18" Pipe, Polypropylene, 24" Pipe, Polypropylene, 30" Pipe, Polypropylene, 36" Pipe, Polypropylene, 48" Pipe, Polypropylene, 54" Pipe, Polypropylene, 60" Pipe, Polypropylene, 72" D-104 D-105 D-106 D-40 D-43 D-53 D-54 D-55 D-64 D-65 D-66 D-67 Connection to Existing Watermain Ductile Iron Watermain, CL 52, 4 Inch Diameter Gate Valve, 4 inch Diameter Fire Hydrant Assembly Permanent Blow-Off Assembly Air-Vac Assembly, 2-Inch Diameter Air-Vac Assembly, 1-Inch Diameter Compound Meter Assembly 3-inch Diameter Compound Meter Assembly 4-inch Diameter Compound Meter Assembly 6-inch Diameter Pressure Reducing Valve Station 8-inch to 10-inch Pipe, C-900, 12 Inch Diameter Section I: Project Information Submit this workbook, in its entirety, as follows: Information from this section auto-populates to all other relevant areas of the workbook This section must be completed in its entirety This section includes all pertinent information for the project Note: Private improvements, with the exception of stormwater facilities, are not included in the bond amount calculation, but must be entered on the form. Stormwater facilities (public and private) are required to be included in the bond amount. Section II contains a separate spreadsheet TAB for each of the following specialties: Complete the 'Quantity' columns for each of the appropriate section(s). Include existing Right-of-Way (ROW), Future Public Improvements and Private Improvements. All unit prices include labor, equipment, materials, overhead and profit. ** Note: All prices include labor, equipment, materials, overhead and profit. P (a) x 150% R ((b)+(c)+(d)) x 150% S (e) x 150% N/A ##-###### OTHER T (P +R - S) Karen Harris Barghausen Consulting Engineers 18215 72nd Avenue South, Kent, WA 425-251-6222 kharris@barghausen.com Storage One on 4th Expansion 4815 NE 4th Street NE 4th Street and Duvall Ave NE 1523059002, 1523059178 E 230 FT OF THE N 1/2 OF THE NE 1/4 OF THE NE 1/4 OF THE NW 1/4, S15, T23N, R5E, WM, EXCEPT N 42 FT FOR SE 128TH STREET. E 330 FT OF THE N 1/2 OF THE NE 1/4 OF THE NE 1/4 OF THE NW 1/4 OF S15, T23N, R5E, WM EXCEPT THE EAST 230 FT AND THE N 190 FT. U15008468 Urban Self Storage, Inc. 206-322-4868 ext. 104 918 S. Horton St., #1000 Seattle, WA 98134 3" HMA, 6" CRBC, 4" ATB 7" HMA, 6" CSBC Modular Wetland Unit Modular Grid Pavement Utility Pole Relocation Complete this page ONLY if Water Services are provided by the City of Renton Complete this page ONLY if Sewer Services are provided by the City of Renton No data needs to be entered on this form. It will auto-populate and calculate from the fields entered in Sections I and II. 12740-M-BQWS-2018-07-12-ASBT.pdf 12740-D-ASBT-CIVL-2018-08-21-Full Set.pdf 12740-F-AGRT-Maintenance & Defect-2018-09-20.pdf