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Approved Bond WorksheetSite Improvement Bond Quantity Worksheet S15 Web date: 04/03/201F LQ 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 M Relay 711 Project Name: NYLAND APARTMENTS Date: 3/30/2018 Location: 8509 244TH STREET SW, EDMONDS Clearing greater than or equal to 5,000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) 'PB✓-(c�mux�c�.�l Page 1 of 9 Nyland-BondQuant-BLD 170899.xlsx Project No.: Activity No.: BLD20170899/0900 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 IRS Means database. r�F WASy��c 35646 � •�ECIST0R G � ONAL E RE5 U B APR 0 4 2018 BUILDING DEPARTMEN-1 CITY OF EDMONDS IL APPROVED AS NOTEr., Unit prices updated: 3/2/2015 Date: �}''� wl � Version: 3/2/2015 y Report Date: 3/30/2018 Site Improvement Bond Quantity Worksheet S15 Web date: 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 4 1 380 Ditching ESC-4 $ 9.00 CY 40 1 360 Excavation -bulk ESC-5 $ 2.00 CY 60 1 120 Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 470 1 705 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 ESCA 1 SWDM 5.4.2.1 $ 2.00 SY 200 1 400 Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF Piping, temporary, CPP, 8" ESCA3 $ 14.00 LF Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF 50 1 900 Plastic covering, 6mm thick, sandbagged ESCA5 SWDM 5.4.2.3 $ 4.00 SY 200 1 800 Rip Rap, machine placed; slopes ESCA6 WSDOT 9-13.1(2) $ 45.00 CY Rock Construction Entrance, 50'x15'x1' ESCA7 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 1 1 2200 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 20 1 2200 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR 8 1 1120 WRITE -IN -ITEMS **** (see page 9} Catch Basin Protection $ 70.00 Each 9 1 630 Wattles $ 4.00 LF 75 1 300 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Nyland-BondQuant-BLD170899.xlsx $ 13,315.00 $ 3,994.50 $ 17,309.50 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 3/30/2018 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 178 1,602.00 455 4,095.00 Clear/Remove Brush, by hand GI - 3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre 0.3 3,000.00 Excavation - bulk GI - 5 $ 2.00 CY 4803 9,606.00 Excavation - Trench GI - 6 $ 5.00 CY 178 890.00 455 2,275.00 Fencing, cedar, 6' high GI - 7 $ 20.00 LF 145 2,900.00 Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF Fencin , chain link, gate, vinyl coated, 2 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 726 18,150.00 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 orader GI - 18 $ 2.00 SY 0.67 1,34 Monuments, 3' long 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 6 5,100.00 Surveying, lot location/lines GI - 23 $ 1,800.00 Acre 2 3,600.00 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, retainin GI - 28 $ 55.00 SF 1208 66,440.00 ,9,-concrete Wall, rockery GI - 29 $ 15.00 SF 210 3,150.00 Page 3 of 9 SUBTOTAL 12,092.00 118,317.34 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Nyland-BondQuant-BLD170899.xlsx Report Date: 3/30/2018 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 < 1000s RI - 1 $ 30.00 SY 375 11,250.00 AC Grinding, 4' wide machine 1000-200 RI - 2 $ 16.00 SY AC Grinding, 4' wide machine > 2000s RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 359 12,565.00 468 16,380.00 Barricade, type II I ( Permanent RI - 6 $ 56.00 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 70 875.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 70 1,260.00 Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF 740 5.180.00 Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 355 656.75 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF 160 480.00 Sealant, asphalt RI - 14 $ 2.00 LF 355 710.00 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 452 17,176.00 Sidewalk, 4" thick, demolition and dis os RI - 18 $ 32.00 SY Sidewalk, 5" thick RI - 19 $ 41.00 SY 70 2.870.00 59 2.419.00 Sidewalk, 5" thick, demolition and dis os RI - 20 $ 40.00 SY 70 2,800.00 Sign, handicap RI - 21 $ 85.00 Each Striping, er stall RI - 22 $ 7.00 Each 30 210.00 ,Striping, thermoplastic, for crosswalk RI - 23 $ 3.00 SF Striping, 4" reflectorized line RI - 24 $ 0.50 LF 356 178.00 Page 4 of 9 SUBTOTAL 33,644.75 41, 365.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Nyland-BondQuant-BLD170899.xlsx Report Date: 3/30/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Draina a Facilitles 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 750 13,500.00 HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY HMA Road. 2". 4" rock, Qtv. over 2500 S RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 S RS-6 $ 42.00 SY 375 15,750.00 HMA Road, 3", 9 112" Rock, Qty Over 251 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 S iRS - 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 IRS - 17 $ 8.60 LF _ Page 5 of 9 SUBTOTAL 29.250.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction Version: 03/02/2015 Nyland-BondQuant-BLD170899.xisx Report Date: 3/30/2018 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 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 1 $ 21.001 SY Bollards -fixed D - 2 $ 240.74 Each Bollards - removable D - 3 $ 452.34 Each * (CBs include frame and lid CB Type l D- 4 $ 1.500.00 Each 1 1,500.00 5 7,500.00 CB Type IL D - 5 $ 1.750.00 Each CB TyRe 11, 48" diameter D - 6 $ 2,300.00 Each 1 2,300.00 for additional depth over 4' D - 7 $ 480.00 FT 4 1,920.00 CB Type II, 54" diameter D - 8 $ 2.500.00 Each 4 10,000.00 for additional depth over 4' D - 9 $ 495.00 FT 18.8 9,306.00 CB Type 11, 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 31 4,650.00 Cleanout, PVC, 6" D - 16 $ 170.00 Each 7 1,190.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF 970 9,700.00 Culvert, PVC, 6" D - 19 $ 13.00 LF 147 1,911.00 Culvert, PVC or CPE 8" D - 20 $ 15.00 LF 133 1,995.00 Culvert, PVC, 12" D - 21 $ 23.00 LF 323 7,429.00 Slotted, PVC, 6" D - 22 $ 25.00 LF 76 1,900.00 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 59.801.00 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Nyland-BondQuant-BLD170899.xlsx Report Date: 3/30/2018 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, T Cost Quant, Cost Quant. F Cost Culvert, Ductile, 8" D - 32 $ 25.00 LF 49 1225 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" Culvert, Concrete, 48" D - 39 $ 175.00 LF 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' dee 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. 21aced 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 1225 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Nyland-BondQuant-BLD170899.xisx Report Date: 3/30/2018 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 1558 32718 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 le relocation costs must be accompanied b Franchise Utility's Cost Estimat Utility Pole(s) Relocation :77UP-1 Lum Sum Street Light Poles w/Luminaires UP-2 $ 7,500.00 Each WRITE -IN -ITEMS Such as detention/water uality vaults. No. Stormwater tank 54" dia WI - 1 $ 35,000.00 Each 1 35,000.00 Block Wall WI - 2 $ 16.00 SY Yard Drain WI - 3 $ 240.00 Each 7 1,680.00 WI-4 LF WI-5 FT WI-6 WI-7 WI-8 WI-9 WI-10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 76,486.75 22,946.03 99,432.78 B C D �1 b 290,106.34 87,031.90 377,138.24 Unit prices updated: 03/02/2015 *KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Nyland- Bond Quant-BLD170899.x1sx Report Date: 3/30/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Original bond computations prepared by: Name: Pedro DeGuzman, PE Date: 3/30/2018 PE Registration Number: 35646 Tel. M 206-923-0590 Firm Name: Terraforma Design Group, Inc. Address: 5027 51st Avenue SW, Seattle, WA 98136 Project No: BLD20170899/0900 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: (A) (B) (C) FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT $ 17,309.5 SUBSTANTIAL COMPLETION *** $ 99,432.8 (D) $ 377,138.2 (A+B) $ 116,742.3 (T) $ 493,880.5 Minimum is $2000. Tx0.30 $ 14 , 4.2 Minimum is $2000 Date: (B+C) x 0.25 = $ 2 , 8.2 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.goylpermits Version: 03/02/2015 Nyland-BondQuant-BLD170899.xlsx Report Date: 3/30/2018