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APPROVED ENG BOND WORKSHEET BLD2019-0951Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201f 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: Edmonds Apartments Location: 23830 Edmonds Way, Edmonds, WA 98026 Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) ROW Improvements +TESC = $120,348.40 $120,348.40 x 120% = 144 418.08 Bond Amount All Improvements $504,602.40 x 3.3% = 16,651.88 Page 1 of 9 Edmonds Apt bond quantities 7-31-2020 Date: 7/31 /2020 Project No.: 410-022-18 Activity No.: 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. BLD2019-0951 EDMONDS CROSSING RESUB Aug 03 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEERING DIVISION APPROVED AS NOTED W�a-� 09/01/2020 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 7/31/2020 Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201f Reference # Unit Price Unit Quantity # of Applications Cost EROSION/SEDIMENT CONTROL Number Backfill & compaction -embankment ESC-1 $ 6.00 CY $ - 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 364 1 $ 546.00 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 2200 1 $ 4,400.00 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 ESC-15 SWDM 5.4.2.3 $ 4.00 SY 500 1 $ 2,000.00 Rip Rap, machine placed; slopes ESC-16 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 1 1 $ 1,800.00 Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each 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 24 1 $ 3,360.00 WRITE -IN -ITEMS **** (see page 91 Temp. Sediment Trap for CBs ER-902 $ 150.00 Each 4 1 $600.00 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Edmonds Apt bond quantities 7-31-2020 $ 17,106.00 $ 5,131.80 $ 22,237.80 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 7/31/2020 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 GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY 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 0.1 $ 1,000.00 0.4 $ 4,000.00 Excavation - bulk GI - 5 $ 2.00 CY $ - 1235 $ 2,470.00 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 $ $ Fencing, split rail, 3' high GI - 10 $ 15.00 LF $ $ - Fill & compact - common barrow GI - 11 $ 25.00 CY $ 301 $ 7,525.00 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 $ - $ - Grading, fine, with grader GI - 18 $ 2.00 SY 135 $ 270.00 185 $ 370.00 Monuments, 3' Ion GI - 19 $ 250.00 Each $ - Sensitive Areas Sin GI - 20 $ 7.00 Each $ - $ Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY $ - $ - Surveying, line & grade GI - 22 $ 850.00 Day 1 $ 850.00 2 $ 1,700.00 Surveying, lot location/lines GI - 23 $ 1,800.00 Acre $ - 0.39 $ 702.00 Traffic control crew 2 flaggers GI - 24 $ 120.00 HR $ 80 $ 9,600.00 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 $ 140 $ 7,700.00 Wall, rockery I GI - 29 $ 15.00 SF $ Page 3 of 9 SUBTOTAL $ 2,120.00 $ 34,067.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Apt bond quantities 7-31-2020 Report Date: 7/31/2020 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 QuantT Cost Quant. Cost Quant. Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000s RI - 1 $ 30.00 SY $ $ AC Grinding, 4' wide machine 1000-2000 RI - 2 $ 16.00 SY $ $ AC Grinding, 4' wide machine > 2000s 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 161 $ 2,012.50 370 $ 4,625.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 230 $ 4,140.00 $ - 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 250 $ 462.50 $ Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF $ - $ Sealant, asphalt RI - 14 $ 2.00 LF 250 $ 500.00 $ 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 $ $ Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY $ - $ - Sidewalk, 5" thick RI - 19 $ 41.00 SY 135 $ 5,535.00 185 $ 7,585.00 Sidewalk, 5" thick, demolition and disposal RI - 20 $ 40.00 SY 110 $ 4,400.00 $ - Si n, handicap RI - 21 $ 85.00 Each $ - 1 $ 85.00 Striping, per stall RI - 22 $ 7.00 Each $ 16 $ 112.00 Striping, thermoplastic, for crosswalk RI - 23 $ 3.00 SF $ $ - Striping, 4" reflectorized line RI - 24 $ 0.50 LF $ 320 $ 160.00 Page 4 of 9 SUBTOTAL 17,050.00 12,567.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Apt bond quantities 7-31-2020 Report Date: 7/31/2020 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 I QuantT 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" top 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 SY RS - 5 $ 21.00 SY $ $ HMA Road, 3", 9 1/2" Rock, First 2500 SN RS - 6 $ 42.00 SY $ $ 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 87 $ 2,879.70 700 $ 23,170.00 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/Desi RS - 15 $ $ Thickened Edge RS - 17 $ 8.60 LF $ $ Page 5 of 9 SUBTOTAL $ 2,879.70 $ $ 23,170.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Apt bond quantities 7-31-2020 Report Date: 7/31/2020 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. 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 $ $ - 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 2 $ 3,000.00 3 $ 4,500.00 CB Type IL D - 5 $ 1,750.00 Each $ - $ - CB Type II, 48" diameter D - 6 $ 2,300.00 Each $ 3 $ 6,900.00 for additional depth over 4' D - 7 $ 480.00 FT $ 11 $ 5,280.00 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 $ 2 $ 990.00 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 $ 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 $ 23 $ 3,910.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each $ Culvert, PVC, 4" D - 18 $ 10.00 LF $ $ - Culvert, PVC, 6" D - 19 $ 13.00 LF $ 81 $ 1,053.00 Culvert, PVC, 8" D - 20 $ 15.00 LF $ Culvert, PVC, 12" D - 21 $ 23.00 LF $ $ - 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 $ 3,000.00 $ 25,133.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Apt bond quantities 7-31-2020 Report Date: 7/31/2020 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, Concrete, 12" D - 33 $ 36.00 LF $ $ 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 260 $ 6,240.00 234 $ 5,616.00 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 $ 167 $ 4,342.00 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 6-M-.lEel rII $ 6,240.00 $ 9,958.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Apt bond quantities 7-31-2020 Report Date: 7/31/2020 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. I 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 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 Poles Relocation UP-1 Lump Sum 1 $ 20,000.00 Street Light Poles w/Luminaires UP-2 $ 7,500.00 Each WRITE -IN -ITEMS Such as detention/water quality vaults. No. Stormwater Vault Incl. Footing Drains WI-1 $ 175,000.00 Each 1 $ 175,000.00 Trench Drain WI-2 $ 30.00 LF 80 $ 2,400.00 Culvert, Ductile Iron, 6" WI-3 $ 85.00 LF 21 $ 1,785.00 Culvert, Perf. PVC, 4" For Building Only) WI - 4 $ 40.00 LF 234 $ 9,360.00 Sanitary Sewer - 6" PVC WI-5 $ 50.00 LF 20 $ 1,000.00 18 $ 900.00 Sanitary Sewer Cleanout WI-6 $ 1,000.00 Each 1 $ 1,000.00 1 $ 1,000.00 Water - 2" W 1 - 7 $ 40.00 LF 167 $ 6,680.00 6 $ 240.00 Double Check Valve Assembly W 1 - 8 $ 2,500.00 Each 2 $ 5,000.00 $ - Water Meter - 2" WI-91 $ 3,000.00 Each 1 $ 3,000.00 $ Water - Post Indicator Valve W 1 - 10 $ 2,500.00 Each 1 $ 2,500.00 $ Fire Hydrant W I - 11 I $ 5,000.00 Each 1 $ 5,000.00 $ SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30%CONTINGENCY & MOBILIZATION: GRAND TOTAL: COLUMN: Page 8 of 9 $44,180.00 $75,469.70 $22,640.91 $98,110.61 B C $190,685.00 $295,580.00 $88,674.00 $384,254.00 D Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Edmonds Apt bond quantities 7-31-2020 Report Date: 7/31/2020 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: William Helsley, P.E. Date: PE Registration Number: 33747 Tel. #: Firm Name: PACE Engineers, Inc. Address: 1724 W. Marine View Drive, Suite 140, Everett, WA 98201 Project No: 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*/** (First $7,500 of bond* shall be cash. Performance Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* AMOUNT (A) $ 22,237.8 (B) $ 98,110.6 (C) $ - (D) $ 384,254.0 (A+B) $ 120,348.4 (T) $ 504,602.4 Minimum is $2000. MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** T x 0.30 $ 151,380.7 Minimum is $2000. Date: Web date: 04/03/2015 7/31 /2020 425-486-6533 410-002-18 PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 0.25 = $ 24,527.7 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.kingcounty.aoy/permits Version: 03/02/2015 Edmonds Apt bond quantities 7-31-2020 Report Date: 7/31/2020