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APPROVED RESUB 4 BLD2021-0356 BOND QTY WORKSHEET 08.08.2022
RESUB LQ King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 Project Name: Edmonds Town Homes (AE2018-60 - 2001 Location: 8029 - 238th St SW, Edmonds Clearing greater than or equal to 5,000 board feet of timber? yes no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 AUG 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT For alternate formats, call 206-296-6600. Date Project No.: Activity No.: 08 Aug 2022 20012AE Note: All prices include labor, equipment, materials, overhead and profit. Prices are from IRS Means data adjusted for the Seattle area or from local sources if not included in the IRS Means database. PERFORMANCE BOND AMOUNT $130,091.00 x 120% = $156,109.20 FUTURE MAINTENACE BOND AMOUNT $156,109.20 x 15% = $23,416.38 INSPECTION FEES $130,091.00 x 3.3% = $4,293.00 ENGINEERING DIVISION APPROVED AS NOTED 8/11 /2022 Reference # Unit Price Unit Quant # of Applications Co A EROSION/SEDIMENT CONTROL Number 0 Backfill & compaction -embankment ESCA $ 6.00 CY 0 0 $ - Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each 01 0 $ - Crushed surfacing 1 1/4" minus Ditching ESC-3 WSDOT 9-03.9(3) $ 95.00 CY 0 0 $ - ESC-4 $ 9.00 CY 0 0 $ - Excavation -bulk ESC-5 $ 2.00 CY 435 1 $ 870.00 Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 190 1 $ 285.00 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 0 0 $ - Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY 0 0 $ - Jute Mesh ESC-9 SWDM 5.4.2.2 $ 3.50 SY 0 0 $ - Mulch, by hand, straw, 3" deep ESC-10 SWDM 5.4.2.1 $ 2.50 SY 0 0 $ - Mulch, by machine, straw, 2" deep ESC-11 SWDM 5.4.2.1 $ 2.00 SY 0 0 $ - Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF 0 0 $ - Piping, temporary, CPP, 8" ESC-13 $ 14.00 LF 01 0 $ - Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF 0 0 $ - Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 $ 4.00 SY 0 0 $ - Rip Rap, machine placed; slopes ESC-16 WSDOT 9-13.1(2) $ 45.00 CY 0 0 $ - Rock Construction Entrance, 50'x15'x1' ESC-17 SWDM 5.4.4.1 $ 1,800.00 Each 1 1 $ 1,800.00 Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each 0 0 $ - Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each 01 0 $ - Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF 0 0 $ - Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF 0 0 $ - Seeding, by hand ESC-22 SWDM 5.4.2.4 $ 1.00 SY 0 0 $ - Sodding, 1" deep, level ground ESC-23 SWDM 5.4.2.5 $ 8.00 SY 0 0 $ - Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 10.00 SY 0 0 $ - TESC Supervisor Water truck, dust control ESC-25 $ 110.00 HR 01 0 $ - ESC-26 SWDM 5.4.7 $ 140.00 HR 0 0 $ - WRITE -IN -ITEMS **** (see page 9)Fr Catch basin protection $ 200.00 Each 8 1 $ 1,600.00 ESC SUBTOTAL: $ 4,555.00 30% CONTINGENCY & MOBILIZATION: $ 1,366.50 ESC TOTAL: $ 5,921.50 COLUMN: A Page 2 of 9 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment Backfill & Compaction- trench GI - 1 GI - 2 $ 6.00 $ 9.00 CY 0 $ - 0 $ - 0 $ - $ - CY 0 $ - 0 $ - 0 Clear/Remove Brush, by hand GI-3 $ 1.00 SY 0 $ - 0 $ - 0 $ - Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre 0 $ - 0 $ - 0.2 $ 2,000.00 Excavation - bulk GI - 5 $ 2.00 CY 0 $ - 0 $ - 0 $ - Excavation - Trench GI-6 $ 5.00 CY 0 $ - 0 $ - 0 $ - Fencing, cedar, 6' high GI-7 $ 20.00 LF 0 $ - 0 $ - 50 $ 1,000.00 Fencing, chain link, vinyl coated, 6' high GI-8 $ 20.00 LF 0 $ - 0 $ - 0 $ - Fencing, chain link, gate, vinyl coated, 20' GI-9 $ 1,400.00 Each 0 $ - 0 $ - 0 $ - Fencing, split rail, 3' high GI - 10 $ 15.00 LF 0 $ - 0 $ - 0 $ - Fill & compact - common barrow GI - 11 $ 25.00 CY 0 $ - 0 $ - 0 $ - Fill & compact - gravel base GI - 12 $ 27.00 CY 0 $ - 0 $ - 0 $ - Fill & compact - screened topsoil GI -13 $ 39.00 CY 0 $ - 0 $ - 0 $ - Gabion, 12" deep, stone filled mesh GI - 14 $ 65.00 SY 0 $ - 0 $ - 0 $ - Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY 0 $ - 0 $ - 0 $ - Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY 0 $ - 0 $ - 0 $ - Grading, fine, by hand GI - 17 $ 2.50 SY 0 $ - 0 $ - 0 $ - Grading, fine, with grader GI - 18 $ 2.00 SY 0 $ - 0 $ - 0 $ - Monuments, 3' long GI - 19 $ 250.00 Each 0 $ - 0 $ - 0 $ - Sensitive Areas Sign GI - 20 $ 7.00 Each 0 $ - 0 $ - 0 $ - Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY 0 $ - 0 $ - 0 $ - Surveying, line & grade GI - 22 $ 850.00 Day 0 $ - 0 $ - 1 $ 850.00 Surveying, lot location/lines GI -23 $ 1,800.00 Acre 0 $ - 0 $ - 0 $ - Traffic control crew ( 2 flaggers) GI - 24 $ 120.00 HR 0 $ - 0 $ - 0 $ - Trail, 4" chipped wood GI - 25 $ 8.00 SY 0 $ - 0 $ - 0 $ - Trail, 4" crushed cinder GI - 26 $ 9.00 SY 0 $ - 0 $ - 0 $ - Trail, 4" top course GI - 27 $ 12.00 SY 0 $ - 0 $ - 0 $ - Wall, retaining, concrete GI - 28 $ 55.00 SF 0 $ - 0 $ - 0 $ - Wall, rockery GI - 29 $ 15.00 SF 0 $ - 0 $ - 0 $ - Fire hydrant, 2.5"x4" GI - 30 $ 5,500.00 EA 1 $ 5,500.00 0 $ - 0 $ - Page 3 of 9 SUBTOTAL $ 5,500.00 $ - $ 3,850.00 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant, Cost Quant. Cost Quant. Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 RI - 2 $ 30.00 $ 16.00 SY 0 $ - 0 $ - 0 $ - $ - AC Grinding, 4' wide machine 1000-2000sy SY 0 $ - 0 $ - 0 AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY 0 $ - 0 $ - 0 $ - ACRemoval/Disposal RI-4 $ 35.00 SY 49 $ 1,715.00 0 $ - 48 $ 1,680.00 Barricade, type III ( Permanent) RI - 6 $ 56.00 LF 0 $ - 0 $ - 0 $ - Curb & Gutter, rolled RI - 7 $ 17.00 LF 0 $ - 0 $ - 0 $ - Curb & Gutter, vertical RI - 8 $ 12.50 LF 80 $ 1,000.00 0 $ - 97 $ 1,212.50 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 80 $ 1,440.00 0 $ - 0 $ - Curb, vertical RI - 10 $ 5.50 LF 0 $ - 0 $ - 48 $ 264.00 Curb, extruded concrete RI - 11 $ 7.00 LF 0 $ - 0 $ - 0 $ - Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 240 $ 444.00 0 $ - 162 $ 299.70 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF 0 $ - 0 $ - 0 $ - Sealant, asphalt RI - 14 $ 2.00 LF 0 $ - 0 $ - 0 $ - Shoulder, AC, ( see AC road unit price) RI -15 $ - SY 0 $ - 0 $ - 0 $ - Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY 0 $ - 0 $ - 0 $ - Sidewalk, 4" thick RI - 17 $ 38.00 SY 70 $ 2,660.00 0 $ - 110 $ 4,180.00 Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY 46 $ 1,472.00 0 $ - 0 $ - Sidewalk, 5" thick RI - 19 $ 41.00 SY 0 $ - 0 $ - 0 $ - Sidewalk, 5" thick, demolition and disposal RI - 20 $ 40.00 SY 0 $ - 0 $ - 0 $ - Sign, handicap RI - 21 $ 85.00 Each 0 $ - 0 $ - 0 $ - Striping, per stall RI - 22 $ 7.00 Each 0 $ - 0 $ - 7 $ 49.00 Striping, thermoplastic, ( for crosswalk) RI - 23 $ 3.00 SF 0 $ - 0 1 0 $ - $ - 0 1 0 $ - $ - Striping, 4" reflectorized line RI - 24 $ 0.50 1 LF 1 0 $ - Page 4 of 9 SUBTOTAL $ 8,731.00 $ - $ 7,685.20 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. I Cost Quant. Cost ROAD SURFACING No. 4" Rock = 2.5 base & 1.5" top course 9 1/2" Rock= 8" base & 1.5" top course Additional 2.5" Crushed Surfacing RS - 1 $ 3.60 SY 0 $ - $ - 0 0 $ - $ - 0 0 $ - $ - HMA 1/2" Overlay, 1.5" RS - 2 $ 14.00 SY 0 HMA 1/2" Overlay 2" RS - 3 $ 18.00 SY 904 $ 16,272.00 0 $ - 0 $ - HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY 49 $ 1,372.00 0 $ - 48 $ 1,344.00 HMA Road, 2", 4" rock, Qty. over 2500 SY RS - 5 $ 21.00 SY 0 $ - 0 $ - 0 $ - HMA Road, 3", 9 1/2" Rock, First 2500 SY RS - 6 $ 42.00 SY 0 $ - 0 $ - 0 $ - HMA Road, 3", 9 1/2" Rock, Qty Over 2500 SY RS - 7 $ 35.00 SY 0 $ - 0 $ - 0 $ - Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY RS -10 $ 33.10 SY 0 $ - 0 $ - 0 $ - HMA Road, 6" Depth, Qty. Over 2500 SY RS -11 $ 30.00 SY 0 $ - 0 $ - 0 $ - HMA 3/4" or 1 ", 4" Depth RS -12 $ 20.00 SY 0 $ - 0 $ - 0 $ - Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY 0 $ - 0 $ - 0 $ - Gravel Road, 4" rock, Qty. over 2500 SY RS -14 $ 10.00 SY 0 $ - 0 $ - 0 $ - PCC Road (Add Under Write -Ins w/ Design) RS -15 0 $ - 0 $ - 0 $ - $ - Thickened Edge RS -17 $ 8.60 LF 0 $ - 0 $ - 0 Page 5 of 9 SUBTOTAL $ 17,644.00 $ - $ 1,344.00 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. I Cost Quant. Cost DRAINAGE (CPP = Corrugated Plastic 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 $ 21.00 SY 0 $ - 0 $ - 0 $ - Bollards - fixed D - 2 $ 240.74 Each 0 $ - 0 $ - 0 $ - Bollards - removable D - 3 $ 452.34 Each 0 $ - 0 $ - 0 $ - * (CBs include frame and lid) CB Type I D - 4 $ 1,500.00 Each 2 $ 3,000.00 0 $ - 2 $ 3,000.00 CB Type IL D - 5 $ 1,750.00 Each 0 $ - 0 $ - 0 $ - CB Type Il, 48" diameter D - 6 $ 2,300.00 Each 0 $ - 0 $ - 1 $ 2,300.00 for additional depth over 4' D - 7 $ 480.00 FT 0 $ - 0 $ - 0 $ - CB Type Il, 54" diameter D - 8 $ 2,500.00 Each 0 $ - 0 $ - 2 $ 5,000.00 for additional depth over 4' D - 9 $ 495.00 FT 0 $ - 0 $ - 7 $ 3,465.00 CB Type Il, 60" diameter D - 10 $ 2,800.00 Each 0 $ - 0 $ - 0 $ - for additional depth over 4' D - 11 $ 600.00 FT 0 $ - 0 $ - 0 $ - CB Type Il, 72" diameter D - 12 $ 3,600.00 Each 0 $ - 0 $ - 0 $ - for additional depth over 4' D - 13 $ 850.00 FT 0 $ - 0 $ - 0 $ - Through -curb Inlet Framework (Add) D - 14 $ 400.00 Each 0 $ - 0 $ - 0 $ - Cleanout, PVC, 4" D - 15 $ 150.00 Each 0 $ - 0 $ - 0 $ - Cleanout, PVC, 6" D - 16 $ 170.00 Each 0 $ - 0 $ - 2 $ 340.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each 0 $ - 0 $ - 0 $ - Culvert, PVC, 4" D - 18 $ 10.00 LF 0 $ - 0 $ - 131 $ 1,310.00 Culvert, PVC, 6" D - 19 $ 13.00 LF 0 $ - 0 $ - 80 $ 1,040.00 Culvert, PVC, 8" D - 20 $ 15.00 LF 0 $ - 0 $ - 0 $ - Culvert, PVC, 12" D - 21 $ 23.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 8" D - 22 $ 19.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 12" D - 23 $ 29.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 15" D - 24 $ 35.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 18" D - 25 $ 41.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 24" D - 26 $ 56.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 30" D - 27 $ 78.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 36" D - 28 $ 130.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 48" D - 29 $ 190.00 LF 0 $ - 0 $ - 0 $ - Culvert, CMP, 60" D - 30 $ 270.00 LF 1 LF 0 1 0 $ - $ - 0 1 0 $ - $ - 0 1 0 $ - $ - Culvert, CMP, 72" D - 31 $ 350.00 Page 6 of 9 SUBTOTAL $ 3,000.00 $ - $ 16,455.00 DRAINAGE CONTINUED Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Culvert, Concrete, 8" D - 32 $ 25.00 LF $ 36.00 LF 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - 0 $ - Culvert, Concrete, 12" D - 33 Culvert, Concrete, 15" D - 34 $ 42.00 LF 0 $ - 0 $ - Culvert, Concrete, 18" D - 35 $ 48.00 LF 0 $ - 0 $ - 0 $ - Culvert, Concrete, 24" D - 36 $ 78.00 LF 0 $ - 0 $ - 0 $ - Culvert, Concrete, 30" D - 37 $ 125.00 LF 0 $ - 0 $ - 0 $ - Culvert, Concrete, 36" D - 38 $ 150.00 LF 0 $ - 0 $ - 0 $ - Culvert, Concrete, 42" D - 39 $ 175.00 LF 0 $ - 0 $ - 0 $ - Culvert, DIP, 12" D - 40 $ 36.00 LF 40 $ 1,440.00 0 $ - 0 $ - Culvert, CPP, 6" D - 41 $ 14.00 LF 0 $ - 0 $ - 0 $ - Culvert, CPP, 8" D - 42 $ 16.00 LF 0 $ - 0 $ - 0 $ - Culvert, CPP, 12" D - 43 $ 24.00 LF 130 $ 3,120.00 0 $ - 16 $ 384.00 Culvert, CPP, 15" D - 44 $ 35.00 LF 0 $ - 0 $ - 0 $ - Culvert, CPP, 18" D - 45 $ 41.00 LF 0 $ - 0 $ - 0 $ - Culvert, CPP, 24" D - 46 $ 56.00 LF 0 $ - 0 $ - 0 $ - Culvert, CPP, 30" D - 47 $ 78.00 LF 0 $ - 0 $ - 0 $ - Culvert, CPP, 36" D - 48 $ 130.00 LF 0 $ - 0 $ - 0 $ - Ditching D - 49 $ 9.50 CY 0 $ - 0 $ - 0 $ - Flow Dispersal Trench (1,436 base+) D - 50 $ 28.00 LF 0 $ - 0 $ - 0 $ - French Drain (3' depth) D - 51 $ 26.00 LF 0 $ - 0 $ - 0 $ - Geotextile, laid in trench, polypropylene D - 52 $ 3.00 SY 0 $ - 0 $ - 0 $ - Mid -tank Access Riser, 48" dia, 6' deep D - 54 $ 2,000.00 Each 0 $ - 0 $ - 0 $ - Pond Overflow Spillway D - 55 $ 16.00 SY 0 $ - 0 $ - 0 $ - Restrictor/Oil Separator, 12" D - 56 $ 1,150.00 Each 0 $ - 0 $ - 1 $ 1,150.00 Restrictor/Oil Separator, 15" D - 57 $ 1,350.00 Each 0 $ - 0 $ - 0 $ - Restrictor/Oil Separator, 18" D - 58 $ 1,700.00 Each 0 $ - 0 $ - 0 $ - Riprap, placed D - 59 $ 42.00 CY 0 $ - 0 $ - 0 $ - Tank End Reducer (36" diameter) D - 60 $ 1,200.00 Each 0 $ - 0 $ - 0 $ - Trash Rack, 12" D - 61 $ 350.00 Each 0 $ - 0 $ - 0 $ - Trash Rack, 15" D - 62 $ 410.00 Each 0 $ - 0 $ - 0 $ - Trash Rack, 18" D - 63 $ 480.00 Each 0 $ - 0 $ - 0 $ - Trash Rack, 21" D - 64 $ 550.00 Each 0 $ - 0 $ - 0 $ - Page 7 of 9 SUBTOTAL $ 4,560.00 $ - $ 1,534.00 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Price Quant. Cost Quant. Cost PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders No. 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY NA NA NA NA NA NA NA NA 0 $ - $ - $ - $ - 2" AC, 1.5" top course & 2.5" base course PL-2 $ 28.00 SY 0 4" select borrow PL - 3 $ 5.00 SY 0 1.5" top course rock & 2.5" base course PL-4 $ 14.00 SY 0 UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Estimate Utility pole relocation UP-1 $ 40,000.00 LS 1 $ 40,000.00 0 $ - 0 $ - $ - Street light pole w/ Luminaire UP-2 $ 7,500.00 Each 0 $ - 0 $ - 0 Remove existing PUD pole UP-3 $ 7,500.00 Each 1 $ 5,000.00 0 $ - 0 $ - WRITE -IN -ITEMS Such as detention/water quality vaults. No. 60" Detention tank, SRPEP, 80' long WI-1 $ 130.00 LF 0 $ - 0 $ - 80 $ 10,400.00 Block Wall WI-2 $ 144.00 SY 0 $ - 0 $ - 61 $ 8,784.00 Yard Drain WI-3 $ 225.00 CY 0 $ - 0 $ - 0 $ - Concrete driveway approach WI-4 $ 60.00 SY 66 $ 3,960.00 0 $ - 0 $ - Concrete paving WI-5 $ 120.00 SY 0 $ - 0 $ - 247 $ 29,640.00 On -site water service pipe WI-6 $ 10.00 LF $ - 0 $ - 300 $ 3,000.00 On -site 6" PVC sewer WI-7 $ 20.00 LF 0 $ - 0 $ - 113 $ 2,260.00 On -site sewer cleanout WI-8 $ 170.00 Each 0 $ - 0 $ - 5 $ 850.00 Detention access riser WI-9 $ 2,500.00 Each 0 $ - 0 $ - 2 $ 5,000.00 Permaeable pavers WI-10 $ 45.00 SY 0 $ - 0 $ - 34 $ 1,530.00 Traffic control WI-11 WI-12 $ 7,120.00 LS 0 $ - $ 7,120.00 0 $ - 0 $ - $ - 1 0 $ - 0 SUBTOTAL $ 56,080.00 $ - $ 61,464.00 SUBTOTAL (SUM ALL PAGES): $ 95,515.00 $ - $ 92,332.20 30% CONTINGENCY & MOBILIZATION: $ 28,654.50 $ - $ 27,699.66 GRANDTOTAL: $ 124,169.50 $ - $ 120,031.86 COLUMN: B C D Page 8 of 9 Original bond computations prepared by: Name: Scott Heegler PE Registration Number: 39170 Firm Name: for Anstey Engrg Address: 8627 NE 180th St, Bothell Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Total Right -of Way and/or Site Restoration Bond*/** Performance Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total i►r_��•Ix•»�a:�Y•�.��:�aw�nte�:i•�ru�:�ani.�rt•�r Date: 08 Aug 2022 Tel. #: (425) 361-0232 Project No: 20012AE FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* AMOUNT (A) $ 5,921.50 (B) $ 124,169.50 (C) $ - (D) $ 120,031.86 (A+B) $ IMUM BOND* AMOUNT REQUIRE RECORDING OR TEMPORARY OC CY AT SUBSTANTIAL COMPLETIO (T) $ 258,12L2.86 — IT x 0.30 $ Minimum is $2000. Scott Heegler OAD & DRAINAGE MAINTENANCE/DEF PERFORMANCE BOND AMOUNT = $130, 091.00 x 120% = $156,109.20 FUTURE MAINTENACE BOND AMOUNT = $156,109.20 x 15% = $23,416.38 Minimum is $2000. Date: (B+C)x Minimum is $2000. 08 Aug 2022 * NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County. ** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. *** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY