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Home My WebLink AboutWPO201400035 Bond Estimates 2014-04-18Project Name: Water Protection Ordinance Plan - Phase 1 - Amendment 1 for 5th Street Station WPO file number: WP0201400035 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost cost Number installed stabluatioo (PS, TS) 45.0 acres 55.000.00 $225,000.00 silt fan -(SF) 4700.0 ft $5M $23,500.00 safety fence(SAF) 0.0 R $5.00 $0.00 diversion (DD, FD, RW D) 3700 ft $13.00 $48,100.00 temporary slope drain(TSD) pipe length Oft pipe diameter Din $0.00 $0.00 earthwork for trap #ST1 height of dam at too ft cut at high side 4 It height of fill st face 0 ft but at face 2 ft length of dam 0 If length of cut 162 ft tap width 2.5 ft width of cut 10 ft (area above transition) 0 of (area balm transition) 28 sf (total witlth of tlam) 0 ft (total width of cut) 22 k (height below Iransition) 0 ft (depth below Iransilior 2 ft (area below bansllmn) 0 of (area above Iransition) 18 sf i 0.0 cy (total FlII volume) 276.0 by length of spillway 60 ft (TOAL CY estimate) 276 cy $1100 $3,588.00 width of spillway 10 ft (spillway alone tons) 34.5 tons $50.00 $1,725.00 earthwork for trap #ST2 height of dam at toe 6 ft cut st high side 6 ft height of fill st face 3 ft cut at face 3 ft length of dam 50 If length of cut 30 ft lap width 2.5 ft width of but 40 It (area above Iransition) 25.5 of (area below tmnalfion) 138 sf (total width of tlam) 12 ft (total witlth of cut) 58 k (height below transition) 3 ft (depth below Iransilior 3 ft (area below transition) 9 of (area above lmnsition) 78 sf (total fill volume) 63.9 cy (total FlII volume) 240.0 by length of spillway 12 R (TOAL CV estimate) 261 by $13.00 $3,39100 width of spillway 25 It (spillway stone tons) 173 tons $50.00 $865.00 earthwork for trap #ST4 height of dam at toe 6 ft cut st high side 4 It height of fill st face 4 ft cut at face 4 ft length of dam 100 ft length of cut 100 It top width 3 ft width of cut 30 ft (area above Ira-tion) 44 at (area below transition) 152 sf Dotal width of dam) 12 It (total width of cut) 46 ft (height below transition) 2 ft (depth below transilior 0 ft (area below transition) 8 st (area above transition) 0 sf (total fill volume) 1926 cy (total fill volume) 563.0 by length of spillway 0 ft (TOAL CV estimate) 627 cy $13.00 $8,151.00 width of spillway 0 ft (spillway stone tons) 0 tons $50.00 $0.00 earthwork for trap #MT1 height of dam at toe 1.5 ft cut st high side 0 ft height of fill at face 1.5 ft cut at face 0 ft length of dam 120 ft length of cut 0 ft top witlth 20 ft width of cut 0 ft (area above transition) 34.5 sf (area below transition) 0 at Dotal width of dam) 3 It (total width of cut) 0 ft (height below transition) 0 ft (depth below transilior 0 ft (area below transition) 0 of (area above transition) 0 sf (total fill volume) 1533 cy (total fill volume) 0.0 cy length of spillway 6 It (TOAL CV estimate) 153 cy $13.00 $1,989.00 width of spillway 12 ft (spillway stone tons) 41 tons $50.00 $205.00 earthwork for trap #MT2 height of dam at tae 2 ft cut at high side 0 ft height of fill at face 2 ft cut at face 0 ft length of dam 60 ft length of cut 0 It top width 22 ft width of cut 0 ft (area above transition) 52 sf (area Leis: , transition) 0 sf (total width of dam) 4 ft (total width of cut) 0 ft (height below transition) 0 ft (depth below transitior 0 ft (area below transition) 0 of (area above transition) 0 sf (total fill volume) 115.6 by (total fill volume) 0.0 cy length of spillway 6 It (TOAL CV estimate) 116 cy $13.00 $1,508.00 width of spillway 12 It (spillway stone tons) 41 tons $50.00 $205.00 earthwork for basin #1 height of dam at tae 12 ft cut at high side 10 ft height of fill at face 6 It cut at face 6 A length of dam 50 It length of cut 130 ft top width 8 It width of cut 40 ft ..i , = nsitnn) 120 at (area below transition) 312 sf (total width of dam) 24 ft (total width of cut) 72 ft (height below Irenstiipn) 6 It (depth below Iransilior 4 ft r:n) 36 sf (area above transition) 128 sf 288.9 cy (total fill volume) 2118.5 by length of spillway 0 It (TOAL CV estimate) 2215 by $13.00 $28,795.00 width of spillway 0 It (spillway stone tons) 0 tons $50.00 $0.00 structures for basin #1 riser height 6.5 ft er diameter 42 in $75.00 $487.50 barrel length 90 It base plate or fdn 1 $200.00 $200 barrel diameter 24 in $50.00 $4,500.00 barrel collars 3 $200.00 $600 baffle length 4.8 R $50.00 $240 earthwork for basin #2 height of dam at tae 0 ft cut A high side 14 ft height of fill at face 0 It cut 9 face 8 It length of dam 50 It length of cut 150 ft top witlth 8 It width of cut 50 It (area above Iransition) 0 sf (area below transition) 528 sf (total width of dam) 0 ft (70181 width of cup 94 ft (height below transition) 0 ft (depth bebw Iransilior 6 ft (area below transition) 0 sf (area above transition) 246 sf (total fill volume) 0.0 cy (total fill volume) 4300.0 by length of spillway 0 ft (TOAL CV estimate) 4300 cy $13.00 $55,900.00 width of spillway 0 ft (spillway stone tons) 0 tons $50.00 $0.00 7/23/2014 Project Name: Water Protection Ordinance Plan - Phase 1 - Amendment 1 for 5th Street Station WPO file number: WP0201400035 Erosion and Sediment Control Bond Estimate Item Item No. Unit Unit Cost cost Number installed almamr�masutinsx er height riter diameter barrel length barrel diameter earthwork for basin #3 height of dam at too height of fill at face length of dam tap width (area above transition (Intel wdp of dam) (height below transitic (area below transition length of spillway width of spillway structures for basin #3 star height riter diameter barrel length barrel diameter sift fence inlet protection (IP) stone inlet protection (IP) outlet protection (OP) length channel (SCC, matted) length check dam depth in channel construction entrance (CE) base plate or Me wash rack 30 in paved construction entrance $65.00 rip -rap, placed depth 1 width survey and layout (price par 0.1 mi.) acres mobilization out at high side stream crossing (computed independently) 4 $13.00 $144,443.00 42 in (riser civil pu"l $7500 70 It base plate or Me 1 30 in (ball nit pr, ,, $65.00 barrel collars 1 baffle length 6 ft 20 ft out at high side 0 It 20 ft cut at face 0 ft 300 ft length of cut 0 It 10 ft width of cut 0 ft 1000 sf (area below harsh-) 0 sf 40 ft (total widen of cup 0 it 0 fi (depth below Iransitior O ft 0 sf (area have transition) 0 at 11111.1 cy (total fill volume) a 0 cy 0 It (TOAL GV estimate) 11111 cy 0 ft (spillway stone tons) 0 tons 8 I $500.00 48 in $0.00 110 ft base plate or f In 1 30 in $65.00 barrel collars 3 baffle length 5.5 ft 15 it width 10 ft 0 it width 0 ft 0 ft channel width 0 If 0 ft length 1.0 If 00 1 tons 45 traps and basins 6 $300.00 $200.00 $200 $4,550.00 $200.00 $200 $50.00 $300 Ttingency $69,327.12 otal $762,600 7/23/2014 $13.00 $144,443.00 $50.00 $0.00 $1,200.00 $200.00 $200 $7,150.00 $200.00 $600 $50.00 $275 1 $100.00 $100.00 1 $20000 $200.00 1 $675.00 $675.00 $0.00 1 $0.00 $0.00 1 $2,00000 $2,000.00 1 $2,000.00 $2,000.00 1 $3,500.00 $3,500.00 $6000 $0.00 $25,500.00 $500.00 $0.00 cost sum $602,844.50 prq mgmt $90,426.68 Ttingency $69,327.12 otal $762,600 7/23/2014 se j �/ / / A Date Received: At / Fee Paid: �`C..'_ `"✓ Received by: VII rtzdvaiii Intake: Po rd Management Analyst BOND ESTIMATE REQUEST APPROVED PROJECT PLAN TITLE:(Title on the approve plan from which the estimate will be prepared.) 5th Street Station All parcels in the project,including any ofd 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 be approved prior to bond estimates being prepared. TAX MAPs/PARCELs:007700-00-00-011 EO OWNER'S N• ' : Av• Alit•- • LLC SIGNATURE: date: a WlY TAX MAPs/PARCELs:0076M1-00-00-002A0 OWNER'S N E: N ra rrop_erties, LLC SIGNATURE: date: ...)/of (.2:4/7 TAX MAPs/PARCELsP076M1-00-00-002B0 OWNER'S to E -..Pro•erties LLC SIGNATURE: date: a1-J0 TAX MAPs/PARCELs:0076M1-o0-0o-OO4AOOWNER'S N E• N w Era Properties, LLC ' SIGNATURE: date: -7/47;-- °1 Y TAX MAPs/PARCELs: OWNER'S NAME: SIGNATURE: date: The requested estimates are; IB Erosion&Sediment Control per Water Protection Ordinance section 17-207 ❑ Stormwater Management per Water Protection Ordinance section 17-306 ❑ Subdivision(roads,drainage,etc.)per Subdivision Ordinance section 14-435; &Water&Sewer per Subdivision Ordinance section 14-435;$250 fee required The estimate must be sent to the owner. Please provide contact information. EMAIL: alan.taylorCa7redlightmanagement.cam OR REGULAR MAIL ADDRESS: x Revised 11/1/2011