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Home My WebLink AboutWPO201300032 Bond Estimates 2014-10-27 Ana Kilmer From: Justin Deel Sent: Monday, October 27, 2014 9:28 AM To: Ana Kilmer Subject: WPO201300032 ESC & SWM Bond Estimates Attachments: WPO 201300032 ESC_bond_est.xlsx; WPO201300032 SWM_bond_est.xlsx Ana, Attached are bond estimates for WPO201300032. Please let me know if you have any questions. Justin �. fl Project Name: Cascadia - Blocks 4-7 WPO file number: WP0201300032 $210,588 Total Bond • Nee" Nose Project Name:Cascadia-Blocks 4-7 WPO file number: WP0201300032 Stormwater Management Plan Bond Estimate Item gem No-Um UM Cost Eost Number (Installed.) p0 Famsnent d asks or ditch O ft 513.00 $0.00 standard manhole frame top(nd inlet) 0 ea $50000 1000 drop Ind NIPS 0 no $3500.00 $0.00 mWrle etnxlue(per ft non) 0 ft $450 00 $000 pipe,rcp,ens(15 to 481 . 0 in d 0 10.12 0 EC-1 0 ft $0.00 $0.00 aggregate base or drainage None 0.0m d 00 ft L 450 fl W 0.0 Ion 13500 $000 earthwork Is trap/bass BF-1 height of den el toe 4 ft cut al heh tide 10$ height of fa at lace 2 ft cut at fete 4 fl . - length of den $00 5 9419 101.4 100$ lop man 5 0 swath of cut 10 ft Oda above trardlon) 18 el (area belowtrenoion) 72 N (Might beesoenllion 2 ft (depth bebebanNtlon 6 ft (total favolume) 81.4014815.cy (110.1 51006011.) 555.556 oy length of spillway 10 ft . " $1300 57,57900 width of eddy 5 ft (epUvay None tons) 2.9 tons $50.00 $14500 Nructuas Id Wen , Mar height 0 ft riser tiddler 0 m _ , , . ' $000 . bane lens 0 ft base plebe cc fdn 0 $200.00 $0.00 barrel damns 0 in $000 barrel cokrs 0 $200.00 $000 battle length 0 ft $50.00 $0 Was 5 ea $15000 $75000 clads . 13 ea 550.00 $850.00 seedlings 0 no $5.00 $000 uderdain(LF) 50 ft $5.00 $250.00 Nods sod mot(CY) 168 cy $38 00 $6,384 00 trash fad/anti vortex device* 0 ft $1.500.00 $0.00 rrwnteoa0e access road(LF) 0 ft $50.00 $000 dWeP,P depth 0 ft length 0 ft wdlh 00 cans) 0 $60.00 $0.00 survey and hyoid(price per 0.1 ml.) sues 0 basins 3 $1500.00 nabiluabon $50000 es.bue&.nigs(par Way) - 4 ea $2,000.00 $8,000.00 materials testes(par Wiley) 4 ea 52,00000 $8.00000 compaction teeing(par dam) 4 ea $5,000.00 120,000.00 manufactured toddies(*each manufacturer's or canbacters price as a base) $000 coat vim 153.758 00 PM m9m1 98.063 70 contingency $6,182 17 Total $68,010 10272014 Project Name:Cascadia-Blocks 4-7 WPO file number: WP0201300032 Stormwater Management Plan Bond Estimate Item Item Ns UUmt Unit Cost cost Number L1eeO permanent&swin etdech ft $13.00 $0.00 manderd menhole frame lop(not oar) ea $50000 $000 drop W0 of grate ea $3,500.00 $0.00 manhole structure(pr fl me) ft $45000 $0.00 pipe,rop,nnp(15le 481 0 in d 0 55-1,2 0 EC-1 ft $0.00 $0.00 appregre base or drainage stone 00 in d 00 ft 1 450 ft 0 Ion $3500 $000 • ee85005 for bapbasn BF-2(cleanrt) 26.666 try $1300 $34667 bl-2 Clee00ul height a darn Woe Oft wlsl high aide 0 ft taught of fa at face 0 h cut el face 0 ft lanash ofhm Oft length of cut Oft top math 0 h width of cut 0 ft (arse aboelmsdbn) - 0 sf (erne belowharWCn) 0 61 (hdpla below transition 0 ft (depth below errodion 0 ft Mal fa volume) 0 ey (Waal fa volume) 0 try length of spalwey Oil $1300 $000 wan of spaeay 0 ft (spillway stone tone) 0 tans $5000 $0.00 structures tor Wan near height 0 ft mar gamete( 0 n .. , .. . . $0.00 banes length 0 It base Meteor ldn 0 $20000 $0.00 barrel demote, 0 n $000 ban0 cowers 0 $200.00 $0.00 baffle length 0 fl $5000 $0 trees 0 ea $15000 $000 daubs 0 as $50.00 $0.00 seedhga 0 ea $500 $000 urdwdnin(LF) 50 ft $5.00 $25000 brother eol mix(CY) 168 try 03800 $6,38400 bash rack/anti vortex devices 0 ft $1,500.00 $0.00 =intensive access roa4(LF) 0 ft $5000 $000 *mar pieced depth 0 ft length 0 ft width 00 pons) 0 $6000 $0.00 survey and layout(price per 0.1 not.) ewes 0 bases 0 $0.00 nobieaton $500.00 en-bt/ll drawings(per feaay) 0ea $2,000.00 $0.00 mammas teasng(per family) 0 ea 02.000.00 $0.00 eempadinn tasmrd(pr dam) 0 as $5,000.00 $0.00 n muladured babes(attach manufacturer's or cawaclr's pure as a base) 00.00 cost sum $7.480.67 prof mural $1,12210 conlogency 186028 Total 59,470 10/27/2014 No. Unit Price Total Pond 2 cleanout 9666 cy $13.00 $125,658.00 Gabion Check dams 6 ea $200.00 $1,200.00 Swale Grading 250 If $25.00 $6,250.00 Total $133,108.00 ,......, ,......, Project Name: Cascadia - Blocks 4-7 WPO file number: WP0201300032 $1,300,690 Total Bond 9 f a h'l J-"'"..O ,..,....1...........4.***e 0 e ats.c.500-. .1.sreomet 1 '14\4- 614 , .:..) j , 4 -- 1 / 1 / ' ' • . . , f....- , 91/4".,c120 ii, I limo' Neel - Project Name:Cascadia-Blocks 4-7 WPO file number: WP0201300032 Erosion and Sediment Control Bond Estimate Item tern No Umt nit Cost Cost Number 33)9lled stebbraton(PS.TS) 608 acres 5303.850.02 sit fence(SF) 9000 ft $4,500.00 safety lance(SAF) 10000 ft $5,00000 demean(DD.FD,RWD) 15011 51.95000 temporary slope drain(TSD) pipe length 0 ft pile diameter 15 in - $0 CO earthwork for traplbasnn Mehl of dam at toe 0 ft not at high safe 0 It height of al at face Oft cut atlece 08 length of dam 0 ft length of cut 0 ft top width 0 n width of out 0 ft 3000 cy 039000 00 S6.1 cleanout length of aptllway 0h $1300 $000 0dth of spillway 08 . . $5000 $0 00 structures for basin noel height 0 it nser diameter 0 in $0.00 barrel length 0 tt base plate or win 0 520000 SO barrel diameter 0 m .. ' $0.00 barrel collars 0 0200 g0 SO baffle length 0 8 $50 CO $0 sit fence Wet protection(IP) 0 $000 star inlet prolecbon(IP) 14 $2,000 00 oube1 poleceon(OP) meth 18 ft width 18 ft 3 84.374.00 channel(SCC,matted) length ft width 10 8 $0.00 check dam depth in channel 1 ft channel width 10 ft 1 022500 construction entrance(CE) 1 52.00000 wash rack 1 , . 52.00000 paved constrb entrancconstruct=on 83.500.00 npnp,paced depth 0 ft length 00 8 width 0.0 ., . . $0.00 survey end leyout(price per 01 on) saes 80 77 traps and basins 7 533.88500 nabdeabon 550000 sream crowing(computed adeperdensy) 80 00 cost mum 8403.584.00 pm)n gmt 560.537 60 contingency 546,41218 Total $510,540 1027(2014 woo` Project Name WPO file number: Erosion and Sediment Control Bond Estimate Item Itgm NQ Unt Unit Cost 5$i Number installed sted0abon(PS.TS) 00 acres $000 et fence(SF) 13000 8 06.50000 safety fence(SAF) 130008 06,50000 dweraon(DD,FD,RWO) 1110 0 $14,43000 temporary slope dran(TSO) ppa WO 425 ft ppe Member 20 In $50000 earthwork Id trapbien(58-2) heght of dam al toe 168 cut al'ghat& 18ft height of fill al face 10 ft cut at lace 8 ft length of dam 600 ft Onglh of cut 540 ft top width 10 ft width of cut 90 6 length of spillway 0 8 $1300 $382.031 00 width of aplMay 0 ft $50 CO $0 00 structures for basin near height 11 ft aerduraeter 5 n - $000 barrel length 68 ft base plate or ldn 1 $20000 $200 banal diameter 30n 04,42000 barrel celbre 2 $20000 $400 baffle length 270 ft $5000 003.500 wit fence Net protection(IP) 0 $000 atone NH protection PP) 14 .. $2.800.00 outlet 00000800(OP) .09th 200 ft width 50 8 1 045.000.00 channel(SCC,malted) length ft soda 10 It $000 check darn depth m channel 1 ft channel*Nth 10 8 1 $225.00 conabucbon entrance(CE) 1 52,00000 wash rack 0 . .. $0.00 paved consbuebon entrance 0 $0 00 np-rap,placed depth 0 ft length 0.0 8 width 00 '. . $0.00 survey and byout(lance per 0 t m) acres 0 traps and beans 0 $0.00 modheabon $000 stream crown(computed Independently) $0 00 cost sum $478.506.00 Prod m904 571.775.90 conbgency $55,0213.19 Total $606,320 10/27/2014 Ywrr Neer' •Project Name WPO file number: Erosion and Sediment Control Bond Estimate Item Am No mt Unit C 3t gr9,g Number (Installed) stabkzabon(PS,TS) 00 acres $000 wit fence(SF) 00 ft 1000 safety hence(SAF) 00 ft $000 dwersen(DD.FD.RWD) 0 ft $000 lemporary slope dean(TSD) pipe length 0 t pipe diameter 0 in $000 earthwork for leapt Wain(SBA) heght of dam at toe 5 ft cut athgh side 0 f height of RI at lace 10 ft cut at lace 8 ft length of dam 200 ft length of cut 200 ft top width 10 ft width of cut 10 t length of sp4lway 0 f •• .. $1300 525,36300 wdth of spillway On E5000 $000 structures for basin riser height 0 ft nser diameter Din 1000 barrel length Oft base plate or Idn 0 1200.00 $0 barrel diameter O n $000 barrel collars 0 $20000 10 baffle length 0 It 15000 $0 sill fence inlet proleObon(IP) 0 $000 store Wet Potacbon(IP) 0 ., $0.00 outlet peotecbm(OP) length 0 It wdth 0 t 0 •. $000 charnel(SCC,maned) length ft wdth 0 ft $000 check darn depth in channel 0 ft channel width 0 t 0 $000 consbucWn entrance(CE) 0 $0.00 wash rack 0 $000 paved coretucbon entrance 0 $0 CO Wrap.Placed depth 0 It length 00 ft wdth 0.0 $000 survey and layout(puce per 01 nc) acres 0 0 traps and basins 00 $000 moWZabon stream crowing(computed independency) moo cost sum $25,363.00 Po)ngmt 13.804 45 contingency $2,916.75 Total $32,090 10/27/2014 'Noe ' Project Name WPO file number: Erosion and Sediment Control Bond Estimate Item lin N.Q.VA Unit C051 Cost Number Ilnslalied) =Pint=PS,IS) 00 acres 5000 sill hence(SF) 8000 ft 94,00000 safety fen=(SAF) 0 0 ft 10 00 diversion(DD.FD.RWD) 2100 ft 527.300.00 temporary elope drain(ISO) PP*=OM 100 ft ppe diameter 24 in 55,50000 earthwork for trap/basin(5T-1) heght of dam at toe 5 ft cut at high sale 5 ft Might of fill at face 10B out at lace 8n length of dam 40 fl length c4 cut 40 It top wdth 5 n vndth of cut 20 0 length of spillway 18 ft , $1300 $5,33000 width of spillway 1B f1 55000 $93000 structures 101 basin near height 0 ft mar dav00ler 0 in . $000 barrel length 0 R base plate or WI 0 $200 00 SO barrel diameter 0 m ... .. . SO 00 barrel collars 0 $20000 SO baffle length 0 ft 55000 SO Pt fence Wet prolacbon(IP) 0 $0.00 alas Wet p108.09on(IP) 35 . $7,000.00 Outlet protecbo 1(OP) length 0 ft width 0 ft 0 $0.00 charnel(SCC,maned) length ft width 0 ft $000 check dam depth m channel 0 ft channel wadth 0 n 0 10.00 construct=entrance(CE) 0 . $0.00 wash rack 0 $0.00 paved 00001,ucbon entrance 0 .' SO00 rp-rap,placed depth 0 ft length 00 e width 0.0 . ,. . $000 survey end layout(once per 01 mi) acres 0 0 traps and Mans 00 SO 00 moblualron .barn 0100.01$=mauled Independently) SO 00 cost sum $50,060.00 prof Molt $7.509.00 cbnbngency $5.758.90 Total $63,330 10/27/2014 Project Name WPO file number: Erosion and Sediment Control Bond Estimate Item Imo S d Una Cost Cost Number (Installed) sablaaim(PS,TS) 00 acres $000 an fence(SF) 00 It $000 ..ley lence(SAF) 00 ft $000 diversion(DD.FD,RWO) 0 ft $000 temporary slope drain(TOO) Pipe length 0 ft pipe diameter 0 In $0 00 earthwork for ftaplbase(ST-2) height d dam at toe 1 t not et high side 2 f height of Id at lace 4 ft cut at face 10 ft length of dam 80 ft length of nut 80$ top width 5 ft nodlh of cut 12 ft length ul spleway 11 ft $1300 04,87500 width of spillway 11 ft 150.00 $350 00 structures la basin user height 0 ft neer diameter 0 n $000 barrel length C$ base plate or kin 0 $200.00 $0 barrel diameter 0 in ... .. $000 barrel collars o $20000 $0 baffle length 0 ft $5000 $0 Intl fence Inlet;conceal((P) 0 - $0 00 stone inlet protecban(IP) 0 $000 outlet reelection(OP) length O ft width O ft 0 $000 channel(SCC,malted) length ft width 0 ft $000 chock dam depth in channel 0 ft charnel width 0 ft 0 $0 00 canabucbm entrance(CE) 0 . $000 wash rack 0 $000 paved construction entrance 0 $000 's-rep.placed depth 0 ft length 00 ft width 0.0 . $000 survey and layout(prise per 0 1 no) acres 0.0 traps and basins 0.0 $000 nlobdinten stream crossing(computed edependently) $0.00 cost sum $5,22500 pro)ngmt $783.75 contingency $80088 Total $6,610 10/27/2014 lift/ Nape • ` Project Name WPO file number: Erosion and Sediment Control Bond Estimate Item I'M NQ Unit Unit COSt Ost Number mst Ilse 99MaabonIPS,TS) 00 acres 5000 sal fence(SF) 2500 ft 51,25000 safety lance(SAF) 1100 0 ft .. 55,50000 deersion(DD.FD,RWO) 1300 8 516,90000 temporary stops elan(ISO) Poe lerglh 300 ft pipe diameter 18 in . ' 512,50000 earthwork for traplWun(08-3) height d dam at Ice 4 h cut at high side S ft height of NI al lace 14 ft cut at face B ft length of dam 50 ft length of cut 50 ft top vadlh 4 ft wain of cut 10 ft length d spillway 50 n 513.00 59,087 00 wdth ofspIK.ay 8 ft , 55000 51.15000 structures for hewn rem height 15 ft neon diameter 36 in . 51,05000 barrel length 70 ft base plate or fun 1 520000 5200 barrel diameter 24 n .. 53.50000 barrel collars 0 820000 80 battle length 0 f 550 00 50 silt fence inlet prof cton(IP) 0 50.00 stone Wet protect.,(IP) 57 . .. 511,400.00 outlet prolecton(OP) length 0 ft width 0 n 0 0000 Gunnel(SCC.matted) length ft width 0 e 50.00 cluck dam depth In channel 0 ft channel width 0 ft 0 .. 5000 consbucton entrance(CE) 0 i 50.00 wash rack 0 ._ 5000 paved constructor,entrance 0 . ., 50.00 ryxap,placed depth 0 ft length 0.0 n smith 00 . . 5000 survey and layout(pno per 0.1 no) acres 0.0 Paps and banns 0 0 5000 nalbiaabon stream a0serg(cm.auted independently) 9000 cost sum 562,537.00 Prot mgml 59,380.55 contingency $7,191.76 Total $79,110 10/27/2014 • rare Norio • Project Name WPO file number: Erosion and Sediment Control Bond Estimate Item fleet mt Unit Cost Cost Number installed aebkzatron(PS.TS) 0 0 acres SO CO era fence(SF) 0 0 tt $0 00 safety fence(SAF) 0 0 ft $0 00 dveraion(OD,FD.RWD) 0 ft $000 temporary slope drain(TOO) ppe length 0 ft rape diameter 0 in $000 earthwork to Oeplhavn(ST-1) height of dam at toe 4 ft cut at hgh side 2 ft height ol fnet face Oft cut at face 7ft length of dam 70 ft length of cut 70 ft top vndth O tt vnd h of cut 8 ft • length of spdkvay Dry ., ,. $1300 $2,912 CO with ofepdtlwey Oft $5000 $000 structures for basin near height 0 ft neer demote, 0 In $000 barrel length 0 ft base pate or fan 0 $20000 $0 barrel damelor 0 In S0 00 barrel collars 0 $200.00 $0 Wife length 0 ft $50.00 $0 wit fence Wet protection(fP) 0 $0.00 stone Wet protection(IP) 0 ..• $0.00 Wile protection(OP) length 0 ft width 0 tt 0 . . $0.00 channel(SCC,matted) engN ft wddth 0 ft 5000 check darn depth n charnel 0 ft channel width 0 ft 0 ' ' $000 construction entrance(CE) 0 , . . $000 wash rack 0 . . $000 paved construction entrance 0 $0.00 rp-ep,placed depth 0 ft length 0 0 ft wdth 00 SO CO survey and layout(once per 01 mI) acres 0 0 traps and basin 0 0 $0 OD mobilization stream crossing(computed independently) $0.00 cost sum $2,912.00 pro)ngmt $436.80 contingency $334.88 Total $3,690 10/27/2014 Approximate Earthwork computations for sed Assumes all cut and fill slopes are 2:1 for simplicty Top Height of Fill at Face 1 :ww h1 Cut at High Side h2 * transitio w hi Width of Cut Cut at Fa Fill area above transition = h 1(2h1) + h 1(w) Fill area below transition; total width of fill (dam) = 2h1 + w + 2h2 height below transition = h2-hl, area = (width*height)/2 - height x height Length of Cut; «a- liment traps and basins Width Ti Height of Darn at Toe )n point h2 ice Volume = Length of Fill x Fill Area Cut Areas and Volume is the same as fill but using the cut dimensions 44 Length,of Fill for Dam ) " (approximately) IF • "4,1 ;',"`,:s qtly.r =t+- . L..✓ ter' Project Name: Cascadia - Blocks 4-7 WPO file number: WP0201300032 $210,588 Total Bond rtf Internal Use Only ` `"i✓' 71) ` Date Received: Fee Paid:250 di O�Aft Received by: Intake: Forward to Management Analyst RGIN� REQUEST TO ESTABLISH A BOND APPROVED PLAN# UJPO 203 — 32 `` PROJECT NAME: �"r Ciru,,�� P►, fur CAS t aA.iti\ —Poc kS Li-7 (As listed on the approved plan) All parcels in the project,including any off-site work if easements are not provided,and current owners. Use a separate sheet if more owners are required. Owner and tax map information must be correct,and plans must b approved prior to bond estimates being prepared. CeL° COldits e6216lIfe / c. TAX MAPs/PARCELs: (o 2.- 2S OWNER'S NAME: C. c^� ( ' S tM �i•• U SIGNATURE:1 1�A �� date: 2/S-/57 TAX MAPs/PARCELs: 7£#-Sc t-S9 R OWNER'S NA► E: G In c l I e ,/ - t�,,r 5 (11 SIGNATURE: j/G. / j date: '7:/ /L TAX MAPs/PARCELs:-7RC- } k OWNER'S NA E: C g 04 e W14 of nil 13 SIGNATURE: j , _ j _ date: TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: NOTE: If ownership of the property is in the name of any type of legal entity or organization including,but not limited to the name of corporation,partnership,limited liability company, trust, association,etc., documents acceptable to the County must be submitted certifying that the person signing above has the authority to do so. The requested estimates are; ❑ VESCP Erosion&Sediment Control per Water Protection Ordinance section 17-207;$0 fee VSMP Erosion and Sediment Control,Stormwater Management and Mitigation per Water Protection Ordinance section 17-208; $250 fee required ❑ Subdivision(roads,drainage,etc.)per Subdivision Ordinance section 14-435; &Water&Sewer per Subdivision Ordinance section 14-435; $250 fee required A bond estimate will be prepared by the plan reviewer. The estimate must be sent to the owner. Please provide contact information. EMAIL: k Scl Alt eq.-Itpl:?acrvWL`C. r.Gm- OR REGULAR MAIL ADDRESS: 1'10 S , {# p 1 O�'t c It r It su Lk e..1 (IA 2281 Revised 6/20/2014 `/ t /7 Pel1-4 4 **1.46