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APPROVED Bond Quantity Worksheet - Port Admin Bldg 5.4.22Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 LV King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 For alternate formats, call 206-296-6600. 206-296-6600 TTY Relay 711 Project Name: Port of Edmonds Admin Building Date: 5/4/2022 Location: 471 Admiral Way, Edmonds, WA 98020 Project No.: 21160.20 BLD2021-1384 Activity No.: Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 REVIEWED BY CITY OF EDMONDS Port of Edmonds Bond Quantities - 2022.05.04 Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. PERFORMANCE BOND (ROW & TESC) - $142,942.80 MAINTENANCE BOND - $21,441.42 (TO BE PROVIDED AT COMPLETION OF PROJECT) INSPECTION FEE (3.3% OF ALL IMPROVEMENTS) - $8,049.63 ENGINEERING DIVISION APPROVED AS NOTED 05/05/2022 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 5/4/2022 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/2015 Reference # Unit Price Unit Quantity # of Applications Cost EROSION/SEDIMENT' CONTROL Number ESCA $ 6.00 CY $ - Backfill & compaction -embankment Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each $ - Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 CY $ - Ditching ESC-4 $ 9.00 CY $ - Excavation -bulk ESC-5 $ 2.00 CY $ - Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 667 1 $ 1,000.50 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF $ - Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY $ - Jute Mesh ESC-9 SWDM 5.4.2.2 $ 3.50 SY $ - Mulch, by hand, straw, 3" deep ESC-10 SWDM 5.4.2.1 $ 2.50 SY $ - Mulch, by machine, straw, 2" deep ESC-11 SWDM 5.4.2.1 $ 2.00 SY $ - Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF $ - Piping, temporary, CPP, 8" ESC-13 $ 14.00 LF $ - Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF $ - Plastic covering, 6mm thick, sandbagged ESCA5 SWDM 5.4.2.3 $ 4.00 SY $ - Rip Rap, machine placed; slopes ESCA6 WSDOT 9-13.1(2) $ 45.00 CY $ - Rock Construction Entrance, 50'x15'x1' ESC-17 SWDM 5.4.4.1 $ 1,800.00 Each $ - Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each 1 1 $ 3,200.00 Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each $ - Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF $ - Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF $ - Seeding, by hand Sodding, 1" deep, level ground ESC-22 SWDM 5.4.2.4 $ 1.00 SY $ - ESC-23 SWDM 5.4.2.5 $ 8.00 SY $ - Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 10.00 SY $ - TESC Supervisor ESC-25 $ 110.00 HR 40 1 $ 4,400.00 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR 40 1 $ 5,600.00 WRITE -IN -ITEMS ****' see page 91 $ $ - $ - ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Port of Edmonds Bond Quantities - 2022.05.04 $ 14,200.50 $ 4,260.15 $ 18,460.65 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 5/4/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. F Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY $ - $ - 530 $ 3,180.00 Backfill & Compaction- trench GI - 2 $ 9.00 CY $ - $ - $ - Clear/Remove Brush, by hand GI-3 $ 1.00 SY $ - $ - $ Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre $ - $ - $ - Excavation - bulk GI - 5 $ 2.00 CY $ - $ - 30 $ 60.00 Excavation - Trench GI - 6 $ 5.00 CY $ - $ - $ - Fencing, cedar, 6' high GI - 7 $ 20.00 LF $ - $ - $ - Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF $ - $ - $ - Fencing, chain link, gate, vinyl coated, 20 GI - 9 $ 1,400.00 Each $ - $ - 1 $ 1,400.00 TRASH AREA Fencing, split rail, 3' high GI - 10 $ 15.00 LF $ - $ - $ - Fill & compact - common barrow GI - 11 $ 25.00 CY $ $ - $ - Fill & compact - gravel base GI - 12 $ 27.00 CY $ $ - $ Fill & compact - screened topsoil GI - 13 $ 39.00 CY $ - $ - $ - Gabion, 12" deep, stone filled mesh GI - 14 $ 65.00 SY $ - $ - $ - Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY $ - $ - $ - Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY $ - $ - $ - Grading, fine, by hand GI - 17 $ 2.50 SY 315 $ 787.50 $ - 338 $ 845.00 Grading, fine, with grader GI - 18 $ 2.00 SY $ - $ - 1361 $ 2,722.00 Monuments, 3' long GI - 19 $ 250.00 Each $ - $ - $ - Sensitive Areas Sign GI - 20 $ 7.00 Each $ - $ - $ - Sodding, V deep, sloped ground GI - 21 $ 8.00 SY $ - $ - $ - Surveying, line & grade GI - 22 $ 850.00 Day $ - $ - $ - Surveying, lot location/lines GI - 23 $ 1,800.00 Acre $ - $ - $ - Traffic control crew ( 2 flaggers) GI - 24 $ 120.00 HR 40 $ 4,800.00 $ - $ - Trail, 4" chipped wood GI - 25 $ 8.00 SY $ - $ - $ - Trail, 4" crushed cinder GI - 26 $ 9.00 SY $ - $ - $ - Trail, 4" top course GI - 27 $ 12.00 SY $ - $ - $ - Wall, retaining, concrete GI - 28 $ 55.00 SF I $ - $ - 230 $ 12,650.00 TRASH AREA Wall, rockery GI - 29 $ 15.00 SF 1 $ - $ - 1 $ Page 3 of 9 SUBTOTAL 5,587.50 20,857.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Port of Edmonds Bond Quantities - 2022.05.04 Report Date: 5/4/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost ROADIMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY $ - $ $ AC Grinding, 4' wide machine 1000-2000 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 - 6 $ 56.00 LF $ - $ $ Curb & Gutter, rolled RI - 7 $ 17.00 LF $ - $ $ - Curb & Gutter, vertical RI - 8 $ 12.50 LF 211 $ 2,637.50 $ $ - Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 211 $ 3,798.00 $ - $ - Curb, extruded asphalt RI - 10 $ 5.50 LF $ - $ - $ - Curb, extruded concrete RI - 11 $ 7.00 LF $ - $ - 609 $ 4,263.00 Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 690 $ 1,276.50 $ - 299 $ 553.15 Sawcut, concrete, per V depth RI - 13 $ 3.00 LF $ - $ - $ - Sealant, asphalt RI - 14 $ 2.00 LF $ - $ - $ Shoulder, AC, ( see AC road unit price ) RI - 15 $ - SY $ - $ - $ - Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY $ - $ - $ - Sidewalk, 4" thick RI - 17 $ 38.00 SY 215 $ 8,170.00 $ - 136 $ 5,168.00 Sidewalk, 4" thick, demolition and dispos RI - 18 $ 32.00 SY $ - $ - $ - Sidewalk, 5" thick RI - 19 $ 41.00 SY $ - $ - $ - Sidewalk, 5" thick, demolition and dispos RI - 20 $ 40.00 SY $ - $ - $ - Sign, handicap RI - 21 $ 85.00 Each $ - $ - 2 $ 170.00 Striping, per stall RI - 22 $ 7.00 Each $ - $ - 25 $ 175.00 Striping, thermoplastic, ( for crosswalk ) RI - 23 $ 3.00 SF $ - $ - $ - Striping, 4" reflectorized line RI - 24 $ 0.50 LF $ - $ - $ - Page 4 of 9 SUBTOTAL 15,882.00 10,329.15 *KCC 27A authorizes only one bond reduction. Port of Edmonds Bond Quantities - 2022.05.04 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 5/4/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost ROAD SURFACING No. 4" Rock = 2.5 base & 1.5" top course 9 1/2" Rock= 8" base & 1.5" op course Additional 2.5" Crushed Surfacing RS - 1 $ 3.60 SY $ - $ - $ HMA 1/2" Overlay, 1.5" RS-2 $ 14.00 SY $ - $ - $ HMA 1/2" Overlay 2" RS - 3 $ 18.00 SY $ - $ - $ - HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY $ - $ - $ - HMA Road, 2", 4" rock, Qty. over 2500 S RS-5 $ 21.00 SY $ - $ - $ - HMA Road, 3", 9 1/2" Rock, First 2500 S RS - 6 $ 42.00 SY 100 $ 4,200.00 $ - $ - HMA Road, 3", 9 1/2" Rock, Qty Over 250 RS - 7 $ 35.00 SY $ - $ - $ - Not Used RS - 8 $ - $ - $ - $ - Not Used RS - 9 $ - $ - $ - $ - HMA Road, 6" Depth, First 2500 SY RS - 10 $ 33.10 SY $ - $ - $ - HMA Road, 6" Depth, Qty. Over 2500 SY RS - 11 $ 30.00 SY $ - $ - $ - HMA 3/4" or 1 ", 4" Depth RS - 12 $ 20.00 SY $ - $ - $ - Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY $ - $ - $ - Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 10.00 SY $ - $ - $ - PCC Road (Add Under Write -Ins w/Desig RS - 15 $ - $ - $ - Thickened Edge RS - 17 $ 8.60 LF $ $ - 1 $ - Page 5 of 9 SUBTOTAL 4,200.00 "KCC 27A authorizes only one bond reduction. Port of Edmonds Bond Quantities - 2022.05.04 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 5/4/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. 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 i e. Access Road, R/D D - 1 $ 21.00 SY $ $ I $ - Bollards - fixed D - 2 $ 240.74 Each $ $ $ Bollards - removable D - 3 $ 452.34 Each $ $ - $ - * (CBs include frame and lid) $ $ - $ - CB Type I D -4 $ 1,500.00 Each 1 $ 1,500.00 $ - 2 $ 3,000.00 CB Type IL D - 5 $ 1,750.00 Each $ - $ - $ - CB Type ll, 48" diameter D - 6 $ 2,300.00 Each $ $ 1 $ 2,300.00 for additional depth over 4' D - 7 $ 480.00 FT $ $ $ - CB Type ll, 54" diameter D - 8 $ 2,500.00 Each $ $ $ - for additional depth over 4' D - 9 $ 495.00 FT $ $ $ - CB Type ll, 60" diameter D - 10 $ 2,800.00 Each $ $ - $ - for additional depth over 4' D - 11 $ 600.00 FT $ $ - $ - CB Type ll, 72" diameter D - 12 $ 3,600.00 Each $ $ $ - for additional depth over 4' D - 13 $ 850.00 FT $ - $ - $ - Through -curb Inlet Framework (Add) D - 14 $ 400.00 Each $ - $ - $ - Cleanout, PVC, 4" D - 15 $ 150.00 Each $ - $ - $ - Cleanout, PVC, 6" D - 16 $ 170.00 Each $ - $ - $ - Cleanout, PVC, 8" D - 17 $ 200.00 Each $ - $ - $ - Culvert, PVC, 4" D - 18 $ 10.00 LF $ - $ - 399 $ 3,990.00 Culvert, PVC, 6" D - 19 $ 13.00 LF $ - $ - 468 $ 6,084.00 Culvert, PVC, 8" D - 20 $ 15.00 LF $ - $ - $ - Culvert, PVC, 12" D - 21 $ 23.00 LF $ - $ - 10 $ 230.00 Culvert, CMP, 8" D - 22 $ 19.00 LF $ - $ - $ - Culvert, CMP, 12" D - 23 $ 29.00 LF $ - $ - $ - Culvert, CMP, 15" D - 24 $ 35.00 LF $ - $ - $ - Culvert, CMP, 18" D - 25 $ 41.00 LF $ - $ - $ - Culvert, CMP, 24" D - 26 $ 56.00 LF $ - $ - $ - Culvert, CMP, 30" D - 27 $ 78.00 LF $ - $ - $ - Culvert, CMP, 36" D - 28 $ 130.00 LF $ - $ - $ - Culvert, CMP, 48" D - 29 $ 190.00 LF $ - $ - $ - Culvert, CMP, 60" D - 30 $ 270.00 LF $ - $ - $ - Culvert, CMP, 72" D - 31 $ 350.00 LF $ - $ - $ - Page 6 of 9 SUBTOTAL 1,500.00 15,604.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Port of Edmonds Bond Quantities - 2022.05.04 Report Date: 5/4/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 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 $ - $ - $ - Culvert, Ductile, 12" D - 33 $ 125.00 LF 38 $ 4,750.00 $ - $ - Culvert, Concrete, 15" D - 34 $ 42.00 LF $ - $ - $ - Culvert, Concrete, 18" D - 35 $ 48.00 LF $ $ - $ - Culvert, Concrete, 24" D - 36 $ 78.00 LF $ $ - $ - Culvert, Concrete, 30" D - 37 $ 125.00 LF $ $ - $ - Culvert, Concrete, 36" D - 38 $ 150.00 LF $ $ - $ - Culvert, Concrete, 42" D - 39 $ 175.00 LF $ $ - $ - Culvert, Concrete, 48" D - 40 $ 205.00 LF $ $ - $ - Culvert, CPP, 6" D - 41 $ 14.00 LF $ $ - $ - Culvert, CPP, 8" D - 42 $ 16.00 LF $ $ - $ - Culvert, CPP, 12" D - 43 $ 24.00 LF $ - $ - $ - Culvert, CPP, 15" D - 44 $ 35.00 LF $ $ - $ - Culvert, CPP, 18" D - 45 $ 41.00 LF $ $ - $ - Culvert, CPP, 24" D - 46 $ 56.00 LF $ - $ - $ - Culvert, CPP, 30" D - 47 $ 78.00 LF $ - $ - $ - Culvert, CPP, 36" D - 48 $ 130.00 LF $ - $ - $ - Ditching D - 49 $ 9.50 CY $ - $ - $ - Flow Dispersal Trench (1,436 base+) D - 50 $ 28.00 LF $ - $ $ - French Drain (3' depth) D - 51 $ 26.00 LF $ - $ $ - Geotextile, laid in trench, polypropylene D - 52 $ 3.00 SY $ - $ $ - Mid -tank Access Riser, 48" dia, 6' deep D - 54 $ 2,000.00 Each $ - $ - $ - Pond Overflow Spillway D - 55 $ 16.00 SY $ - $ - $ - Restrictor/Oil Separator, 12" D - 56 $ 1,150.00 Each $ - $ - $ - Restrictor/Oil Separator, 15" D - 57 $ 1,350.00 Each $ - $ - $ - Restrictor/Oil Separator, 18" D - 58 $ 1,700.00 Each $ - $ - $ - Riprap, placed D - 59 $ 42.00 CY $ - $ - $ - Tank End Reducer (36" diameter) D - 60 $ 1,200.00 Each $ - $ - $ - Trash Rack, 12" D - 61 $ 350.00 Each $ - $ - $ - Trash Rack, 15" D - 62 $ 410.00 Each $ - $ - $ - Trash Rack, 18" D - 63 $ 480.00 Each $ - $ - $ - Trash Rack, 21" D - 64 $ 550.00 Each $ - $ - $ - Page 7 of 9 SUBTOTAL 4750 *KCC 27A authorizes only one bond reduction. Port of Edmonds Bond Quantities - 2022.05.04 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 5/4/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 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 $ - 1361 $ 28,581.00 2" AC, 1.5" top course & 2.5" base cours PL - 2 $ 28.00 SY NA $ - NA $ - $ - 4" select borrow PL - 3 $ 5.00 SY NA $ - NA $ - $ - 1.5" top course rock & 2.5" base course PL - 4 $ 14.00 SY NA $ - NA $ - $ - UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied by Franchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 $ 25,000.00 Each 1 $ 25,000.00 $ - $ - Street Light Poles w/Luminaires UP-2 $ 7,500.00 Each $ - $ - $ - WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Connection to existing Water Main WI-1 $ 2,000.00 Each 3 $ 6,000.00 $ - $ - Pressure Reduc. Valve Assembly, 8" Dia. WI-2 $ 3,800.00 LF 1 $ 3,800.00 $ - $ Ductile Iron Pipe, 6" Dia. WI-3 $ 65.00 LF 38 $ 2,470.00 $ - 149 $ Tree Grate WI-4 $ 699.00 Each 3 $ 2,097.00 $ - $ - Tree Frame WI-5 $ 163.00 Each 3 $ 489.00 $ - $ Modular Wetland System WI-6 $ 20,000.00 Each $ - $ - 1 $ 20,000.00 WI-7 $ - Each $ - $ - $ - Relocated Water Service WI-9 $ 2.00 LF $ - $ - 294 $ 588.00 Domestic Tap, install, 2" Water Meter WI-8 $ 3,500.00 Each 1 $ 3,500.00 $ - $ - 2.5" water service line WI-10 $ 5.00 LF 22 $ 110.00 $ - 8 $ 40.00 1" Irrigation Service WI-11 $ 2.00 Each 22 $ 44.00 $ - 4 $ 8.00 Irrigation tap, install V Meter WI-12 $ 2,000.00 1 Each 1 1 $ 2,000.00 $ - $ - SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 45,510.00 77,429.50 23,228.85 100,658.35 B C 49,217.00 96,007.15 28,802.15 124,809.30 D Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Port of Edmonds Bond Quantities - 2022.05.04 Report Date: 5/4/2022 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Original bond computations prepared by: Name: Bennett Lanners Date: 5/4/2022 PE Registration Number: Greg GUlllen, PE, SE - 25385 Tel. #: 425.778.8500 Firm Name: CG Engineering Address: 250 4th Ave S, Ste 200, Edmonds, WA 98020 Project No: 21160.20 Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Tetal Right of Way and�eF Site ReStffatieR * ** (First $7,500 of bond* shall be cash.) P_1__......nee Bend* A...eHR (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* (A) $ 18,460.7 (B) $ 100,658.4 (C) $ (D) $ 124,809.3 (A+B) $ 119,119.0 (T) $ 243,928.3 Minimum is $20 Q.x-%->. MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** PERFORMANCE BC $119,119.10 x 120% T ,x9.39 $ 73 178.5 Minimum is $2000. Date: PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* D AMOUNT = $142,942.92 3.3% INSPECTION FEE = $8,049.63 (B+C) x 0.25 — Minimum is $2000. * 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 Page 9 of 9 Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kinpcounty.goy/permits Version: 03/02/2015 Port of Edmonds Bond Quantities - 2022.05.04 Report Date: 5/4/2022