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APPROVED BOND QTY WORKSHEET PLN2021-0007Site Improvement Bond Quantity Worksheet LIM 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: Select Homes 81 st Ave W 2-Lot Short Plat Location: 20323 81 st Ave W 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 20-019 Select 81 st Ave W SP - Bond Quantity Worksheet.xlsx S15 Web date: 04/03/2015 RECEIVED NOV 29 2021 For alternate formats, Call 206-296-6600. CITY OFEDMONDS DEVELOPMENT SERVICES DEPARTMENT Date: 11 /29/2021 Project No.: Activity No.: PLN 2021-0007 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 AMOUNT: $75,508.50 x 120% = $90,610.20 INSPECTION FEES: $75,508.50 x 3.3% = $2,491.78 FUTURE MAINTENANCE BOND AMOUNT: $90,610.20 x 15% = $13,591.53 ENGINEERING DIVISION APPROVED AS NOTED 2/16/2021 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 11/29/2021 Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/2015 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 240 1 360 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 ESC-15 SWDM 5.4.2.3 $ 4.00 SY 50 1 200 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 Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each 1 1 3200 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 1000 1 1000 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 10 1 1100 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE -IN -ITEMS **** (see paqe 91 CB Protection/Inserts $ 120.00 Each 7 1 840 Tree Protection Fencing $ 800.00 11 1 800 Page 2 of 9 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: RECEIVED COLUMN: NOV 29 2021 20-019 Select 81st Ave W SP - Bond QuantityWorksheet.xlsx CITY E PMONDS DEVELOPMENT SERVICES DEPARTMENT $ 7,500.00 $ 2,250.00 $ 9,750.00 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 11/29/2021 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 50 300.00 40 240.00 10 60.00 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 50 100.00 40 80.00 10 20.00 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 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 Monuments, 3' long GI - 19 $ 250.00 Each Sensitive Areas Sign GI - 20 $ 7.00 Each Sodding, 1" 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 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 Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 400.00 320.00 RECEIVED NOV 29 2021 80.00 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. CITY OF EDMONDS Version: 03/02/2015 20-019 Select 81st Ave W SP - Bond Quantity Worksheet.xlsx DEVELOPMENT Report Date: 11/29/2021 SERVICES DEPARTMENT 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 IMPROVEMENT 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 90 3,150.00 80 2,800.00 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 125 1,562.50 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 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 230 425.50 100 185.00 25 46.25 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF 230 460.00 100 200.00 25 50.00 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 dispos RI - 18 $ 32.00 SY Sidewalk, 5" thick RI - 19 $ 41.00 SY 65 2,665.00 Sidewalk, 5" thick, demolition and dispos RI - 20 $ 40.00 SY Sign, handicap RI - 21 $ 85.00 Each Striping, per stall RI - 22 $ 7.00 Each Striping, thermoplastic, ( for crosswalk ) RI - 23 $ 3.00 SF 12 36.00 Striping, 4" reflectorized line RI - 24 $ 0.50 LF Page 4 of 9 SUBTOTAL 8,299.00 385.00 RECEIVED NOV 29 2021 2,896.25 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. CITY OF EDMONDS Version: 03/02/2015 20-019 Select 81st Ave W SP - Bond Quantity Worksheet.xlsx DEVELOPMENT Report Date: 11/29/2021 SERVICES DEPARTMENT 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" 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 S RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 S RS - 6 $ 35.00 SY 90 3,150.00 36 1,260.00 HMA Road, 3", 9 1/2" Rock, Qty Over 250 RS - 7 $ 42.00 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 1 LF 1 231 197.801 841 722.40 Page 5 of 9 SUBTOTAL 3,347.80 1,982.40 RECEIVED NOV 29 2021 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. CITY OF EDMONDS Version: 03/02/2015 20-019 Select 81st Ave W SP - Bond Quantity Worksheet.xlsx DEVELOPMENT Report Date: 11/29/2021 SERVICES DEPARTMENT 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 pipe. Access Road, R/D D - 1 $ 21.00 SY Bollards - fixed 2 $ Each Bollards - removable ED- 3 240.74 $ .34 Each a3OOO (CBs include frame and lid) CB Type I D - 4 $ 1,500.00 Each 1 1,500.00 2 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 for additional depth over 4' D - 9 $ 495.00 FT 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 3 450.00 Cleanout, PVC, 6" D - 16 $ 170.00 Each 1 170.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF 88 880.00 Culvert, PVC, 6" D - 19 $ 13.00 LF 8 104.00 10 130.00 120 1,560.00 Culvert, PVC, 8" D - 20 $ 15.00 LF Culvert, PVC, 12" D - 21 $ 23.00 LF 13 299.00 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" Culvert, CMP, 36" Culvert, CMP, 48" D - 27 D - 28 D - 29 $ 78.00 $ 130.00 $ 190.00 LF LF LF Culvert, CMP, 60" D - 30 $ 270.00 LF NOV 29 Culvert, CMP, 72" D - 31 $ 350.00 LF Page 6 of 9 SUBTOTAL 403.00 1,630.00 6,060.00 ED 021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Unit prices updated: 03/02/2015 `KCC 27A authorizes only one bond reduction. Version: 03/02/2015 20-019 Select 81 st Ave W SP - Bond Quantity Worksheet.xlsx Report Date: 11 /29/2021 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 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 26 3380 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 1 1150 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 RECEIVED NOV 29 2021 4530 Unit prices updated: 03/02/2015 `KCC 27A authorizes only one bond reduction. CITY OF EDMONDS Version: 03/02/2015 20-019 Select 81 st Ave W SP - Bond Quantity Worksheet.xlsx DEVELOPMENT Report Date: 11 /29/2021 SERVICES DEPARTMENT 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 5-ua.-n-T-7 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 2" AC, 1.5" top course & 2.5" base cour 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 Lump Sum 1 15,000 Street Light Poles w/Luminaires UP-2 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Traffic Control WI - 1 $ 1,000.00 Lump 1 1000 Water Service WI - 2 $ 800.00 Ea. 2 1600 Sewer- 6" Cleanout WI - 3 $ 200.00 Ea. 2 400 Sewer- 6" PVC WI - 4 $ 28.00 LF 10 280 Sewer- 4" PVC WI - 5 $ 25.00 LF 10 250.00 Mailbox Stand WI - 6 $ 200.00 Ea. 1 200 Stormwater Channel Drain WI - 7 $ 60.00 LF 12 720.00 French Drain WI-8 $ 800.00 Lump 1 800.00 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 "KCC 27A authorizes only one bond reduction. 20-019 Select 81 st Ave W SP - Bond Quantity Worksheet.xlsx 18,480.00 1,770.00 30,929.80 4,317.40 15,336.25 9,278.94 1,295.22 4,600.88 40,208.74 5,612.62 19,937.13 B C D RECEIVED NOV 29 2021 Unit prices updated: 03/02/2015 CITY OF EDMONDS Version: 03/02/2015 DEVELOPMENT Report Date: 11/29/2021 SERVICES DEPARTMENT Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Original bond computations prepared by: Name: PE Registration Number: Firm Name: RAM Engineering, Inc. Address: 16531 13th Ave W, Suite A108 Lynnwood WA 98037 Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Rob Long, PE 36508 Total Right -of Way and/or Site Restoration Bond*/** (First $7,500 of bond* shall be cash.) Bend* Angetint (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total NAME OF PERSON PREPARING BOND* REDUCTION: Date: 11 /29/2021 Tel. #: (425) 678-6960 Project No FINANCIAL GUARANTEE REQUIREMENTS PLN 2021-0007 PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT (A) $ 9,750.0 SUBSTANTIAL COMPLETION *** (B) $ 40,208.7 (C) $ 5,612.6 (D) $ 19,937.1 (A+B) (T) $ Minimum is $2 Rob Long, PE PERFORMANCE BOND AMOUNT: $75,508.50 x 120% = $90,610.20 INSPECTION FEES: $75,508.50 x 3.3% = $2,491.78 Tx0.30 $ '—'-5— Minimum is $2000. (B+C) x 0.25 = $ i i,454^FG'ti� z Minimum is $2000. Date: 11 /29/2021 * 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. RECEIVED 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 h: irA.c'l::,4^,+ Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restorNOV 29 2021 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. CITY OF EDMONDS DEVELOPMENT REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY SERVICES DEPARTMENT Page 9 of 9 Unit prices updated: 03/02/2015 Check out the DDES Web site at.www.kin-qcounty.-goyli3ermits Version: 03/02/2015 20-019 Select 81st Ave W SP - Bond Quantity Worksheet.xlsx Report Date: 11/29/2021