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APPROVED ENG COST ESTIMATE WORKSHEET 2.23.22Site Improvement Bond Quantity Worksheet S15 Webdate: 04/03/201� L14 King County RESU B Feb 23 2022 Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 CITY OF EDMONDS DEVELOPMENT SERVICES Snoqualmie, Washington 98065-9266 DEPARTMENT 206-296-6600 TTY Relay 711 Project Name: CA Senior Living Edmonds Location: 21200 72nd Ave W 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) ENGINEERING DIVISION APPROVED AS NOTED 2/24/2022 Page 1 of 9 BLD2021-0116 For alternate formats, call 206-296-6600. Date: 2/23/2022 Project No.: Activity No.: BLD2021-0116 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: (ROW & TESC) = $302,722.92 FUTURE MAINTENANCE BOND AMOUNT: $302,722.92 x 15% = $45,408.44 INSPECTION FEE: $22,495.39 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 1 Each 1 61 11 480 Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 1 CY Anthology Senior Living_Cost Estimate_220223.xis Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 2/23/2022 04/03/201 Site I Ditching ESC-4 pro •0 JIU VVCU UdIC. $ 9.0 C Excavation -bulk ESC-5 $ 2.00 CY Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF 609 1 914 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 610 1 915 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 ESCA0 SWDM 5.4.2.1 $ 2.50 SY Mulch, by machine, straw, 2" deep ESCA1 SWDM 5.4.2.1 $ 2.00 SY 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 13 1 234 Plastic covering, 6mm thick, sandbagged ESCA5 SWDM 5.4.2.3 $ 4.00 SY 89 1 356 Rip Rap, machine placed; slopes ESCA6 WSDOT 9-13.1(2) $ 45.00 CY 53 1 2385 Rock Construction Entrance, 50'x15'x1' ESCA7 SWDM 5.4.4.1 $ 1,800.00 Each 1 1 1800 Rock Construction Entrance, 100'x15'x1' ESCA8 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 80 1 1520 Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF 15 1 1050 Seeding, by hand ESC-22 SWDM 5.4.2.4 $ 1.00 SY Sodding, 1" deep, level ground 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 80 1 8800 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE -IN -ITEMS **** (see page 9) Temporary Interceptor Swale $ 15.00 LF 500 1 7500 Inlet Protection $ 250.00 Each 10 1 2500 Temporary Settling Tank $ 10,000.00 Each 1 1 10000 Temporary pump and forcemain $ 2,000.00 Each 1 1 2000 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Page 2 of 9 Anthology Senior Living_Cost Estimate_220223.xis $ 40,453.50 $ 12,136.05 $ 52,589.55 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 2/23/2022 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 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 0.07 700.00 0.85 8,500.00 Excavation - bulk GI - 5 $ 2.00 CY 13,000.00 26,000.00 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 0.07 126.00 0.85 1,530.00 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 Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 5,626.00 36,030.00 Unit prices updated: 03/02/2015 `KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Anthology Senior Living_Cost Estimate_220223.xls Report Date: 2/23/2022 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 IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY 325 9,750.00 AC Grinding, 4' wide machine 1000-2000sy RI - 2 $ 16.00 SY AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 100 3,500.00 1475 51,625.00 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 223 2,787.50 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 380 6,840.00 700 12,600.00 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 469 867.65 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF Sealant, asphalt RI - 14 $ 2.00 LF 562 1,124.00 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 725 27,550.00 Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY 593 18,976.00 375 12,000.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and disposal 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 1 SF I 1 1 1121 336.00 Striping, 4" reflectorized line RI - 24 $ 0.50 1 LF I 1 1 5771 288.50 Page 4 of 9 SUBTOTAL 39,933.65 $32,086.00 76,225.00 Unit prices updated: 03/02/2015 `KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Anthology Senior Living_Cost Estimate_220223.xls Report Date: 2/23/2022 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" 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 325 5,850.00 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 SY RS - 6 $ 42.00 SY HMA Road, 3", 9 1/2" Rock, Qty Over 2500 SY 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 100 2,000.00 125 2,500.00 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/Design) RS - 15 Thickened Edge IRS - 17 $ 8.60 1 LF Page 5 of 9 SUBTOTAL 7,850.00 $2,500.00 Unit prices updated: 03/02/2015 `KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Anthology Senior Living_Cost Estimate_220223.xls Report Date: 2/23/2022 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 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 1 1,500.00 CB Type IL D - 5 $ 1,750.00 Each CB Type II, 48" diameter D - 6 $ 2,300.00 Each 2 4,600.00 6 13,800.00 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 Cleanout, PVC, 6" D - 16 $ 170.00 Each Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF 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 13,800.00 Unit prices updated: 03/02/2015 `KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Anthology Senior Living_Cost Estimate_220223.xls Report Date: 2/23/2022 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, 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 157 2198 282 3948 Culvert, CPP, 8" D - 42 $ 16.00 LF 321 5136 Culvert, CPP, 12" D - 43 $ 24.00 LF 30 720 49 1176 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 2918 10260 Unit prices updated: 03/02/2015 `KCC 27A authorizes only one bond reduction. Version: 03/02/2015 Anthology Senior Living_Cost Estimate_220223.xls Report Date: 2/23/2022 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 2" AC, 1.5" top course & 2.5" base course 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 I Lump Sum I 11 20000 Street Light Poles w/Luminaires UP-2 1 $ 7,500.00 1 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Stormwater Vault WI - 1 $ 140,000.00 Each 1 140,000.00 Stomwater Pump W I - 2 $ 50,000.00 Each 1 50,000.00 Yard Drain WI - 3 $ 250.00 EA 1 250.00 6 1,500.00 1" irrigation line WI -4 $ 0.50 LF 52 26.00 4" water line W I - 5 $ 90.00 9.99 LF 60 5400.00 540-80 6" water line W I - 6 $150.0016.00 LF 59 8850.00 895-80 Water gate valves WI - 7 $ 1,000.00 EA 4 4,000.00 Water fittings W I - 8 $ 600.00 EA 5 3,000.00 Thrust Blocking W 1 - 9 $ 20.00 EA 3 60.00 Wall mounted PIV WI - 10 $ 1,500.00 EA 1 1,500.00 Remote FDC WI - 11 $ 400.00 EA 1 400.00 3" domestic water meter W 1 - 12 $ 1,600.00 EA 1 1,600.00 1" irrigation meter WI - 13 $ 2,500.00 EA 1 2,500.00 1" irrigation RPBA WI - 14 $ 1,600.00 EA 1 1,600.00 Connect to ex. water system WI - 15 $ 4,100.00 EA 1 4,100.00 SSMH JWI - 16 $ 3,000.00 EA 1 3,000.00 8" SS PVC JWI - 17 $ 80.00 LF 35 2,800.00 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 `KCC 27A authorizes only one bond reduction. Anthology Senior Living_Cost Estimate_220223.xls B 20,000.00 65,559.65 19,667.90 85,227.55 $39,086.00 26,261.88 $88,040.00 46-,2415 W $26,412.00 22-156+-56 114,452.00 $191,500.00 330,315.00 99,094.50 429,409.50 D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 2/23/2022 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: Jenelle Taflin, P.E., LEED AP PE Registration Number: 41872 Firm Name: Navix Egineering Address: 11235 SE 6th Street, Suite 150; Bellevue, WA 98004 Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed */** (First $7,500 of bond* shall be cash. ReFf,)F ffl,.Ree oeRd* Angetint (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total (D) $ Web date: 04/03/2015 Date: 2/23/2022 Tel. #: 425.458.7896 Project No: BLD2021-0116 FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT 52,589.E SUBSTANTIAL COMPLETION *** 85,227.5 $114,452.00 97,�. 429,409.5 (A+B) $ 137,817.1 (T) $ \' $681,6t8.60 INSPECTION FEE: $681,678.60 x 3.3% _ $22,495.39 PERFORMANCE BOND AMOUNT: ROW & TESC = $252,269.10 $252,269.10 x 1.2 (20%) _ $302,722.92 rx�38 S 199,59; Minimum is $2000. (B+C) x 120% = $ 219,608.5 Minimum is $2000. NAME OF PERSON PREPARING BOND* REDUCTION: Jenelle Taflln, P.E., LEED AP Date: 2/23/2022 * 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 Page 9 of 9 Unit prices updated: 03/02/2015 Check out the DDES Web site at www.kin_pcounty._goy/permits Version: 03/02/2015 Anthology Senior Living_Cost Estimate_220223.xis Report Date: 2/23/2022