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Engineering Comments 2.with attachments.pdfof ED40 CITY OF EDMONDS CIVIL PLAN REVIEW COMMENTS ENGINEERING DIVISION �sr. ig90 (425) 771-0220 City Website: www.edmondswa.gov DATE: June 18, 2019 FROM: JoAnne Zulauf, Engineering Technician Joanne.zulauf@edmondswa.gov RE: Application #: bld20181622 Project: GRE Edmonds, LLC Project Address: 23400 Highway 99 During review of the above noted application, it was found that the following information, corrections, or clarifications are needed. Please submit revised plans/documents with a written response to each of the items below to a permit coordinator. Resubmittals can be made at the Development Services Department on the 2nd floor of City Hall. Permit Center hours are M, T, Th & F from 8am-4:30pm and on Wednesdays from 8:30am-noon. City of Edmonds handouts, standard details and development code can be referenced on the City website. GENERAL 1. 6/18/19 See highlighted areas on attached bond worksheet. Provide an itemized engineers cost estimate for both on -site and off -site (right-of-way) improvements, including traffic control and all utility installations. Use the King County Bond Quantity Worksheet (available on the county website) and utilize "write-in" sections where appropriate. a. The amount of the bond will be based on 120% of the City approved estimate for the off - site improvements. b. A 3.3% inspection fee is calculated for the project based on 100% of the City approved estimate for the entire project improvements. 2. Done. 3. Done. 4. 6/18/19 Applicant will provide. Olympic View Water and Sewer District shall have their own approval block on pages specific to their review and approval. The applicant will be required to obtain OVWSD project approval prior to final approval of the civil plans by the City. Sheet C1.00 — COVER SHEET 1. Done. Sheet C1.10 — COVER SHEET 2. Done. Sheet C2.00 — GRADING/DEMO/TESC 1. Done. 2. Done. 3. Done. 4. Done. 5. Done. 6. NEW COMMENT: Haul Road and Stockpile Covering in the Legend don't have sheet numbers to reference. Please complete references. SHEET C4.00 — SITE PLAN 1. Done. 2. Done. 3. Done. 4. Done. SHEET C5.00 — GRADING AND DRAINAGE 1. Done. 2. Done. 3. NEW COMMENT: Please provide a detail of the corner at 234th St. Show power pole, landscape area, sidewalk, ramp, etc. Add dimensions, call -outs. TRANSPORTATION ENGINEER REVIEW Refer to plan review comments by City Transportation Engineer, Bertrand Hauss. Please contact Bertrand directly at 425-771-0220 or by email at bertrand.hauss(a edmondswa.2ov with any specific questions you may have regarding his comments. The current placement of the curb ramp at the corner of 234th and Highway 99 will push pedestrians out into the highway instead of across 234th. The current design is very dangerous. One possibility is to use a one directional ramp. The sidewalk on 234th would need to curve towards the north, landing at the top of the ramp. The ramp will then be located behind the current location of the power pole so to accommodate this design, the proposed power pole location will need to shift. Please see the rough sketch attached showing a similar application of this option as it was used in another location. Sheet C6.00 — WATER & SEWER PLAN 6/18/19 Applicant will provide. The city shall receive water and sewer plans approved and signed by Olympic View Water and Sewer District prior to the final city engineering review of the project. Sheet X of X — TRAFFIC CONTROL 1. 6/18/19 Revise plans as noted below. Please submit a traffic control and haul route plan for review and approval. Individual plans shall be provided for all elements of work to be completed on Highway 99 and 234th Electric Work Under Sidewalk Area Traffic Control Plan a. Three signs are not necessary on local street 230th. Only Road Work Ahead needed. b. Speed limit 45 mph on this section of Highway 99. Traffic usually travels faster. Please use the appropriate tapering and sign spacing etc. for this speed. Page 2 of 3 c. Add the three set of signs (that are shown on 230t") to the west and to the east on 234th where traffic will be impacted by the closure. d. TMA appears to be indicated but also a Protective vehicle is required. Should be located in closed lane where the taper reaches the full lane width. e. There are two sign stands on the west side of Hwy 99 south of 230th with no associated signs. Demo/Shoring Traffic Control Plan a. Change sign spacing to the 45 mph spacing. b. There are no lane closures indicated on this plan. Please remove Type C Steady Burn Lights notes. Add to other plan if intending to use them and indicate whether they will be placed on all barrels or indicate specific area. c. Move Road Work Ahead signs to 234th d. A flagger is shown on this plan? Sidewalk Closure Traffic Control Plan a. It is not acceptable to keep the sidewalk closed the full length of the project. This is a heavily used road and with the crossings so far away, pedestrians will cross in between the controlled intersections. One or two people a month are killed crossing this road between intersections. Please consider options and revise plan. 2. 6/18/19 See comment above. Disruption fees will be charged for closure of parking stalls and sidewalk areas. Clearly specify areas of closure and indicate the approximate timeframe for which you request the closure. Sheet L1.3 — LANDSCAPE PLAN 1. Done. 2. Done. STORMWATER ENGINEER REVIEW Refer to plan review comments by City Stormwater Engineer, Zachary Richardson. Please contact Zack directly at 425-771-0220 or by email at zachary.richardson(aedmondswa.2ov with any specific questions you may have regarding his comments. Page 3 of 3 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201: LQ 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: GRE Edmonds, LLC Location: 23400 Hiahwav 99. Edmonds. WA 98026 Clearing greater than or equal to 5,000 board feet of timber? yes If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 234_King County BQW Spreadsheet 190522_progress X no For alternate formats, call 206-296-6600. Date: 5/21 /2019 Project No.: App #b1d20181622 Activity No.: Building Permit �a 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. ci--fyof-IrAy RESUB MAY 2 2 2019 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201: Reference # Unit Price Unit Quantity # of Applications Cost EROSION/SEDIMENT CONTROL Number Backfill & compaction -embankment ESCA $ 6.00 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each 5 1 400 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 657 1 986 Fence, Temporary (NGPE) ESC-7 $ 1.50 LF 600 1 900 Hvdroseeding 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 ESCA1 SWDM 5.4.2.1 $ 2.00 SY Piping, temporarv, CPP, 6" ESC-12 $ 12.00 LF Piping, temporary, CPP, 8" ESCA 3 $ 14.00 LF 70 1 980 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 ESCA 6 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' ESCA8 SWDM 5.4.4.1 $ 3,200.00 Each 2 ',Z. 1 6400 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 1 1 70 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 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE -IN -ITEMS """" (see page 9) Temporary Settling Tank Each 1 1 Temporary Interceptor Swale $ 15.00 LF 535 1 8025 Temporary Stabilized Construction Road $ 15.00 SY 170 1 2550 Wheel Wash $ 2,500.00 Each 1 1 2500 Inlet Protection $ 250.00 Each 3 1 750 TPmPc .��.fy ghtirt v�ca 234_King County BQW Spreadsheet 190522_progress ESC SUBTOTAL: $ 25,760.50 30% CONTINGENCY & MOBILIZATION: $ 7,728.15 ESC TOTAL: $ 33,488.65 Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 5/22/2019 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, F 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 1.27 12,700.00 Excavation - bulk GI-5 $ 2.00 CY 22850 45,700.00 Excavation - Trench GI - 6 $ 5.00 CY Fencing, cedar, 6' high GI-7 $ 20.00 LF Fencing, chain link, vinyl coated, 6' hi h GI-8 $ 20.00 LF Fencing, 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 50 1,250.00 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 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 100 5,500.00 Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 150.00 Unit prices updated: 03/02/2015 'KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_190522_progress Report Date: 5/22/2019 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. I Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4' wide machine 1000-200 RI - 2 $ 16.00 SY AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 65 2,275.00 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 180 2,250.00 Curb and Gutter, demolition and disposa RI - 9 $ 18.00 LF 180 3,240.00 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 245 453.25 Sawcut, concrete, per 1" 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 680 25, . 0 Sidewalk, 4" thick, demolition and dispos RI - 18 $ 32.00 SY 330 X.56N.00 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 Stripinq, per stall RI - 22 $ 7.00 Each Striping, thermoplastic, ( for crosswalk) RI - 23 $ 3.00 SF Striping, 4" ref lectorized line RI - 24 $ 0.50 LF 65 32.50 Page 4 of 9 SUBTOTAL 44,650.75 "KCC 27A authorizes only one bond reduction. 234_King County BQW Spreadsheet_190522_progress Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 5/22/2019 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.7 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 c RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock. First 2500 r RS - 6 $ 42.00 SY HMA Road, 3". 9 1/2" Rock, Qty Over 2. 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 I IMA Road, 6" Depth, Qty. Over 2500 S RS - 11 $ 30.00 SY HMA 3/4" or 1", 4" Depth RS - 12 $ 20.00 SY 70 1,400.00 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/Desi RS - 15 Thickened Edge RS - 17 $ 8.60 LF Page 5of9 SUBTOTAL 1,400.00 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_190522_progress Report Date: 5/22/2019 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 4 6.000.00 CB Type IL D - 5 $ 1.750.00 Each CB Type II.48" diameter D - 6 $ 2,300.00 Each 1 2,300.00 5 11,500.00 Lo for additional depth over 4' D - 7 $ 480.00 FT 10 4,800.00 CB Type II. 54" diameter D - 8 $ 2.500.00 Each for additional depth over 4' D - 9 $ 495.00 FT t/ h CB Type II. 60" diameter D - 10 $ 2.800.00 Each 1 for additional depth over 4' D - 11 $ 600.00 FT CB Type It. 72" diameter D - 12 $ 3.600.00 Each for additional depth over 4' D - 13 $ 850.00 FT Throuah-curb Inlet Framework (Add) D - 14 $ 400.00 Each Cleanout. PVC. 4" D - 15 $ 150.00 Each 12 1,800.00 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 f 1745 :) 17,450.00 Culvert, PVC, 6" D - 19 $ 13.00 LF ` 260.00 Culvert, PVC, 8" D - 20 $ 15.00 LF 35 525.00 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 3,800.00 505.00 Unit prices updated: 03/02/2015 `KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_190522_progress Report Date: 5/22/2019 Chi 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 Ditching D - 49 $ 9.50 CY Flow Dispersal Trench 1,436 base+) D - 50 $ 28.00 LF French Drain 3' de th 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 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 234_King County BQW Spreadsheet_190522_progress Report Date: 5/22/2019 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" too course rock & 4" borrow PL - 1 $ 21.00 SY NA NA 2" AC. 1.5" top course & 2.5" base coui PL - 2 $ 28.00 SY NA NA 4" select borrow PL - 3 $ 5.00 SY NA NA 1.5" too course rock & 2.5" base course PL-4 $ 14.00 SY NA NA UTILITY POLES & STREET LIGHTING Utility Dole relocation costs must be accompanied by Franchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 Lump Sum 1 Street Liqht Poles w/Luminaires UP-2 $ 7,500.00 1 Each 1 3 $ 22,500.00 WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Stormwater Vault WI - 1 $ 380,000.00 Each 1 380.000.00 Block Wall WI-2 $ 16.00 SY Yard Drain WI - 3 $ 400.00 Each 4 1.600.00 Temporary Shoring Wall WI -4 LS 4" DI Pipe WI - 5 $ 30.00 6" DI Pipe WI - 6 $ 40.00 LF 12" DI Pipe WI - 7 $ 125.00 LF 395 49.375.00 Trench Drain WI - 8 $ 40.00 LF 34 1,360.00 W I - 9 Each W I - 10 Each WI-11 Each WI-12 Each WI - 13 Each WI-14 Each I:Yti1 3tt.11r111 SUBTOTAL (SUM ALL PAGES): 30%CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: "KCC 27A authorizes only one bond reduction. 234_King County BQW Spreadsheet_190522_progress 22,500.00 72,350.75 21.705.23 94,055.98 B C D 539,990.00 161,997.00 701,987.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 5/22/2019 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Web date: 04/03/2015 Name: Joe Taflin Date: 5/21/2019 PE Registration Number: 41871 Tel. #: 425.458.7900 Firm Name: Navix Engineering Address: 11235 SE 8th Street, Suite 150; Bellevue, WA 98004 Project No: App #bld20181622 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) (D) FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* MINIMUM BOND* AMOUNT PUBLIC ROAD & DRAINAGE AMOUNT REQUIRED FOR RECORDING OR MAINTENANCE/DEFECT BOND* TEMPORARY OCCUPANCY AT $ 33.488.7 SUBSTANTIAL COMPLETION *** $ 94,056.0 $ 701,987.0 (A+B) $ 127,544.6 (T) $ 829,531.6 Minimum is $2000. T x 0.30 $ 248,859.5 Minimum is $2000. Date: (B+C)x 0.25 = $ 23,514.0 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 maybe 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 234_King County BQW Spreadsheet_190522_progress Report Date: 5/22/2019 SW 1/4, NW 1/4, SECTION 24, TOWNSHIP 3s 'IM=3 .92 " DI(F—) =35. 32 „ DI(S)=3 . 6 V RAMP TO EXISTING m CURB iALKWAY i YC RI37.38 1E 6" DI(N)=35.5 OF CONC. WALL 0. i'(P .4'(S) OF PROPERTY mR SITE IMPROVEMENT PLAN NOTES: 1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OUT WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES A FULL WIDTH OVERLAY IS REQOWED . ...... ....... .... — ...r. — ...... .M.... .m.„.--- ..o. =...........« .- z-- = x SECTION CHAIN LINK FENCE" AND FOOD PENCE SOUTH w) OF PROPERTY LINE DCTION WOOD FENCE. -1/EAST 0, '(W) AAND 0.1 ' ?OPERTY CORNER FENCE END 0.8'(W) AND 9 CAP PROPERTY CORNER ----------------- CAP ILLEGIBLE 1.2'(W) )E PROPERTY CORNER CONCRETE CURB 3 4 C5. C5. WORK ZONE CB RII=37. 79 CASPERS S T. IE 6" ICI W =34\rl rn Jr m^'11 f % a t a "t el _ � Y NEW CURB, 2 3 GUTTER, AND SIDEWALK_—, d DEDICATE PROPERTY D .....— .0 d N LINE GOV LOT 2 SINGLE DIRECTION CURB RAMPS W/ DETECTABLECON ` ETE -WR _ - WARNING SU ACE - 4 5 OSSWALKI --' I TO BACK OF SIDEWALK I �3... _ .. I %53 D1 W 34. 3 6. d iE( 1E CA DI(E) 34. i3 1E 8 "1 RCP S =- 34. 58 �rc�\& I C- ° xI P iI 5' w °-. L ° �I NEW CURB, I PROPOSED BUILDING I1 $ s GUTTER, AND b 'o I d I p f I SIDEWALK I FFE: 39.5 I I D q I 2 3 8z I j II � � 1 R I I'' I P r ° �1 Q I o A b 11 LIB.\....__ IQ) P I I �Ig I I ` V. 1 \ e II � i I n'i I` D (� '•►ice O .w 2 Y 0 ,. G• I.a m f J' o i f bi I. \ 1. I WORK ZONE �/ry pW, D { I p t .,Ml. . D ° 3 +4 i 1 TYPE V DRIVEWAIY D d ip' I APPROACH I II o 1 i ASPHALT PATCH" r i 1 2 I q o ov D 1 I I I ' 1 j UND 3 4"ION P1 0, 2' jE PROPERTY "ORNE o I M�._... .n ° O ) E . 'N 89°39'00W 59.00JJ -IERTY OR �R POUjk�CONC. SON. It CB RIM 38 A7 GRAI/�L ' . � , F� ND 4 " 4 WASHER ILLEGIBLE "' 1� PVC(W)=37, 02 .. .. ... � �� . �-- 4' RAMP TO 1 4 " BRASS 'OPERTY CORNER I E 8 " PVC(. E) 34. 05 � :. �:: EXISTING r FEBNARY EX. HOUSE 4 � A SITE IMPROVEMENT PLAN 1 SCALE: 1" = 10'-0" 10 0 5 10 9 9 i I I i I i i I ! i (�I t �j 1 j+ b i 1 C NCI C DL(JG OW 1 i 20 R= MINU: OU 1. CITY IN'SPECTIO 2, FORMS SHALL 1 EXPANSION J01 +, EXPANSION J01 5. EXPANSICN JOI 8, CONCREr SHA 7, FINISH SHALL 1. S. CURB $FALL E 9, REMOVAL IREPL DIRECTED B'Y t 10. A 2—FT OINIMI 11. CURHfOtiTER 12. ALL 'VERICAL 2 CITY SCALE: U,U/VU/\L 1 L 1.V1\D FE0 CB RIM=37.79 IE 6" DI(SE)-34.89 IE 6" DI(W)=34.89 ,! ss R�r�e CB RIM=37.59 �« IE 6" DI(E)=36.79 N LINE IE 6" DINE)-36.79 I CONCRETE - OF 37.79 36 TOC 38.6 1 TO 38.29 --------- �--��-� 1 P FOUL b. 3 " BRA 6" li I �.�; IIIFEBRUl TO 38.17 L_/C> S PA IM= 7.53 wD IE 6" DI( NE) =34.. LIP IE 6 DI(W) 34.7. 1 IE 611 DI(E)-34.T IE 8" RCP(S -34. TYPE I CB RIM:137.60 IE 8"(N): 34.501 1E 8"(S): 34.50 234STREETSW C, Skid -resistant lids is 4( va "4 Ja . ........... . -RI C7 PROPOSED LE LOCATION 1— 12, RI reconfiguration of curb ramp NAIVIX Zzlz �topr 4"t OmM DDUNE °SAY IS REWIRED. uVI[11, P7w—E Apftvm FOR CONS-MUCTM MY OF SXAQMS ,yM '��n STRAZZARt 1 CW Cu C7 CS�CR CO CP CN CM CL CK CJ CH CG C7' a.. ca I CF CE le °p"na e�, mp°e u:'osm� ' .00„ r PI I �. >;� r ✓ , r �,° P . „ co cc ce cn �... „r —Y -C2 — — — C i C3 _ F _ _ — T - -,_ —�-- 1 $( C2� cti I_______. c o __—_—_—� a G2� t ' - —� — _ — c_,� Ic 4 ac -::Y -- - —� — _ — C3 C4 Ca s L^ $ I v 4 - — ua J C5 CS G8 C6, f Z� — .•7 c • i �� 0 1 e e� _ T— C8 1 CN' / / I ./ /' 1 "„ C9 ( CM' C10 Sao ,uo. CH', ,za«„} I \ s . E w °� r � C12 CF' I r f T C 13 moo CE' — I �'.re:\7 euceRrxE,s n CD' i Ew \ - — —f C14 cc CB' - ` \ C15 a,.�,r- �� z CA' "' Ala r s 1..,T�4„z wlw � �I ✓ CF CE CDC CC CA A11 Level P1 Plan �h E how is front of parking stall delineate / prevent from impacting vehicles in stalls in front m u n n" n � - \, / f, 71.� F n o m 4 C, M4TCHLINE A112 - — — — — — —4Y—J — —9— — —\ Po c c caPw.w- 0 8 1� / N I • n 'A n aU D 03 ri x / R e �.r/r°' °/ xw n � n� rry //I ir•.rr•/ » / (i W N J 49 I Chapter 1600 Roadside Safety Exhibit 1600-2 Design Clear Zone Distance Table Posted Average Cut Section (Backslope) I Fill Section Speed Daily (H:V) (H:V) I(mph) L Traffic 3:1 4:1 5:1 6:1 8:1 10:1 I 3:1 4:1 5:1 6:1 8:1 10:1 135 or Less The Design Clear Zone Distance is 10 ft I Under250 10 10 10 10 10 10 I * 13 12 11 11 10 251 —800 11 11 11 11 11 11 * 14 14 13 12 11 40 801— 2,000 12 12 12 12 12 12 * 16 15 14 13 12 2,001— 6,000 14 14 14 14 14 14 * 17 17 16 15 14 Over 6,000 15 15 I 11 11 15 11 15 11 15 11 15 11 * * 19 16 18 14 17 13 16 12 15 11 I Under250 251 — 800 12 12 13 13 13 13 * 18 16 14 14 13 45 801 — 2,000 13 13 14 14 14 14 * 20 17 16 15 14 2,001— 6,000 15 15 16 16 16 16 * 22 19 17 17 16 Over 6,000 = 16 17 17 17 17 * 24 21 19 18 17 Under250 11 12 13 13 13 13 * 19 16 15 13 13 251 — 800 13 14 14 15 15 15 * 22 18 17 15 15 50 801— 2,000 14 15 16 17 17 17 * 24 20 18 17 17 2,001— 6,000 16 17 17 18 18 18 * 27 22 20 18 18 Over 6,000 17 18 19 20 20 20 * * 29 25 24 21 22 19 20 17 20 17 Under250 12 14 15 16 16 17 251 —800 14 16 17 18 18 19 * 28 23 21 20 19 55 801— 2,000 15 17 19 20 20 21 * 31 26 23 22 21 2,001— 6,000 17 19 21 22 22 23 * 34 29 26 24 23 Over 6,000 18 21 23 24 24 25 * 37 31 28 26 25 Under250 13 16 17 18 19 19 * 30 25 23 21 20 251 —800 15 18 20 20 21 22 * 34 28 26 23 23 60 801— 2,000 17 20 22 22 23 24 * 37 31 28 26 25 2,001— 6,000 18 22 24 25 26 27 * 41 34 31 29 28 Over 6,000 20 24 26 27 28 29 * 45 37 34 31 30 Under250 15 18 19 20 21 21 * 33 27 25 23 22 251— 800 17 20 22 22 24 24 * 38 31 29 26 25 65 801— 2,000 19 22 24 25 26 27 * 41 34 31 29 28 2,001— 6,000 20 25 27 27 29 30 * 46 37 35 32 31 Over 6,000 22 27 29 30 31 32 * 50 41 38 34 33 I Under250 I 16 19 21 21 23 23 * 36 29 27 25 24 251 —800 18 22 23 24 26 26 * 41 33 31 28 27 70 801— 2,000 20 24 26 27 28 29 * 45 37 34 31 30 2,001— 6,000 22 27 29 29 31 32 * 50 40 38 34 33 I I Over 6,000 L24 29 31 32 34 35 * 54 44 41 37 36 Notes: This exhibit applies to: • All state highways outside incorporated cities. • Limited access state highways within cities. For Roadside and Median areas on managed access state highways within incorporated cities, see 1600.02 for guidance. Curb is not considered adequate to redirect an errant vehicle. Design Clear Zone distances are given in feet, measured from the edge of traveled way. *When the fill section slope is steeper than 4H:1V, but not steeper than 3H:1V, the Design Clear Zone distance is modified by the recovery area formula (see Exhibit 1600-4) and is referred to as the recovery area. The basic philosophy behind the recovery area formula is that the vehicle can traverse these slopes but cannot recover (control steering); therefore, the horizontal distance of these slopes is added to the Design Clear Zone distance to form the recovery area. Provide a minimum of 10 feet at the toe of all traversable, non -recoverable fill slopes. WSDOT Design Manual M 22-01.16 February 2019 Page 1600-15