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Kays SP Bond Quantity Worksheet.pdfSite Improvement Bond Quantity Worksheet LQ King County S15 Web date: 04/03/2015 RECENED FEB 2 4 2017 Department of Permitting & Environmental Review ENGINEENNG DMSION 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: KAYS SHORT PLAT Date: 12th Feb 2017 Location: 7- @5 MAPLEWOOD LANE Project No.: pin 20160006 Activity No.: Clearing greater than or equal to 5,000 board feet of timber? yes If yes, Forest Practice Permit Number: (RCW 76.09) FIAM row/ -Fos C' zz,0tiR,zo iz©Y = �U. IMP �q) lab ; 4 � 1 z-oOIL °% Page 1 of 9 WW `3 � O SITE BONDS 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. zZ/ a 1 zo ITVu �VW � ` flt V — 04, Ip0.49 { 0 wl\f�fr- V C.i 01�0�D 1 GeG Unit prices updated: 3/2/2016 Version: 3/2/2015 Report Date: 2/20/2017 Site Improvement Bond Quantity Worksheet VV50UMU. �,Vj-`V'U 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 S 6.00 CY x Backfill & Compaction- trench GI-2 $ 9.00 CY UU Clear/Remove Brush, by hand GI - 3 $ 1.00 SY -n al Clearing/Grubbing/Tree Removal GI - 4 $ 10,000 0o Acre .li -4-1 O -i 900T1D Excavation - bulk GI - 5 $ 2.00 CY Excavation - Trench GI-6 $ 5.00 CY 451 225.00 10 50.00 iFencin , cedar, 6' hi h 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, S hi h GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY -5 -tg" Fill & compact ravel base GI -12 $ 27.00 CY FIII & 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 401 100.00 Grading. fine. with grader GI - 18 $ 2.00 SY Monuments. T Ion GI - 19 $ 250.00 Each Sensitive Areas Sin GI - 20 $ 7.00 Each Sodding, V deep, sloped ground GI - 21 $ 8.00 SY Surveying, line & grade GI - 22 $ 850.00 Day 1 850.00 0.251 212.50 Surveying. lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew ( 2 flaggers GI - 24 $ 120.00 HR 12 1.440.00 Trail, 4" chipped wood GI - 25 $ &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-3440,00 - Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 SITE BONDS Report Date: 2/20/2017 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. K' 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 180 5,040.00 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 $ 4200 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 IHMA Road, 6" Depth, My. Over 2500 SY RS - 11 $ 30.00 SY IHMA 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 n) RS - 15 Thickened Edge RS - 17 $ 8.60 1 LF 1 165 1,419.00 Page 5 of 9 SUBTOTAL 6,459.00 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 SITE BONDS Report Date: 2/20/2017 Site Improvement Bond Quantity Worksheet Web date: 04103/2015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements No. Unit Price Unit Quant. Cost Quant. Cost Quant, T 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 105 2520 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 Ditchin D - 49 $ 9.50 CY 164Z5 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/OII 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 3 Trash Rack, 15" D - 62 $ 410.00 Each Trash Rack, 18" D - 63 $ 480.00 Each crash Rack, 21" D - 64 $ 550.00 Each Page 7 of 9 SUBTOTAL S487Z ZS 110 Unit prices updated: 03/02/2015 "KCC 27A authorizes only one bond reduction. Version: 03/02/2015 SITE BONDS Report Date: 2/20/2017 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: R.Michael Spano PE Date: PE Registration Number: 19201 Tel. 0: Web date: 04/03/2015 2/12/2017 206-999-8452 Firm Name: RMS Engineering Address: 211010 80th Ave W. # B Edmonds. WA 98026 Project No: pin 20160006 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 FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND' AMOUNT (A) $ oZ ( `fb -3 3. . (B) $ I `i, Z l I ZG� -26;446-� (C) $ (D) $I (A+B) $ Z Z D I `1, (T) $ Z4, In. 15 Minimum is $2000. MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** T x 0.30 $ -9 4Ei - Minimum is $2000, NAME OF PERSON PREPARING BOND* REDUCTION: �icc7 l� f� Date PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 0.25 = $ Minimum is $2000. Z01 e 2DI " 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 coats 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.pov/permits Version: 03/02/2015 SITE BONDS Report Date: 2/20/2017