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Home My WebLink AboutWPO201400007 Bond Estimates 2015-02-25Project Name: Scottsville Water Treatment Plant - GAC WPO file number: WP0201400007 Erosion and Sediment Control Bond Estimate Item Item Number stall (PS, TS) all fence (SF) safety farce (SAF) diversion (DD, FD, RW D) temporary slope drain (TSD) pipe length earthwork for trap/basin length check dam height of dam at toe construction entrance (CE) height of fill at face wash rack length of dam paved construction entrance lap width rip -rap, placed (area above transition) 0 ft (total width of dam) survey and layout (price par 0.1 mi.) (height below transition) mobilization (area below transition) stream crossing (computed independently) (total fill volume) (depth below lransilior length of spillway 0 at width of spillway structures for basin 0.0 cy (total fill volume) ser height 0 ft riser diameter 0 cy barrel length (spillway stone tons) barrel diameter all fence inlet protection (IP) stone inlet protection (IP) outlet protection (OP) length channel (SCC, matted) length check dam depth in channel construction entrance (CE) cut at face wash rack 0 ft paved construction entrance 0 ft rip -rap, placed depth 0 ft width survey and layout (price par 0.1 mi.) acres mobilization (total width of cut) stream crossing (computed independently) 0 ft pipe diameter 0 in 0 ft cut at high side 0 ft 0 ft cut at face 0 ft 0 ft length of cut 0 ft 0 it width of cut 0 ft 0 sf (area below transHion) 0 sf 0 ft (total width of cut) 0 ft O ft (depth below lransilior 0 ft 0 at (area above transition) 0 sf 0.0 cy (total fill volume) 0.0 cy 0 ft (TOAL CV estimate) 0 cy 0 ft (spillway stone tons) 0 tons Oft 0 in (ris unit price) $0.00 0 ft base plate or fdo 0 0 in (barrel unit price) 50-00 barrel collars 0 baffle length 0 ft 0 it width 0 ft 0 it width 0 ft 3 it channel width 10 ft 0 it length 0 ft 0 (tons) 0 toi.s 0.6 traps and basins 0 No. Unit Unit Cost cost (installed) 0.6 acres $5,000.00 $3,000.00 580 ft $5.00 $2,900.00 0 ft $5.00 $0.00 0 ft $13.00 $0.00 $0.00 $0.09 0 1 0 10 0 1 1 cost sum prcj mgmt contingency Total $13.00 $0.00 $50.00 $0.00 $0.00 $200.00 $0 $0.00 $200.00 $0 $50.00 $0 $100.00 $0.00 $200.00 $200.00 $0.00 $0.00 $0.00 $675.00 $6,750.00 $2,000.00 $0.00 $2,000.00 $2,000.00 $3,500.00 $3,500.00 $60.00 $0.00 $300.00 $500.00 $0.00 $19,150.00 $2,872.50 $2,202.25 $24,230 2/25/2015 Project Name: Scottsville Water Treatment Plant - GAC WPO file number: wpo201400007 Stormwater Management Plan Bond Estimate Item Item Number permanent diversion or ditch standard manhole frame top (not inle drop inlet or grate manhole structure (per ft. nes) pipe, rcp. cmp (15 to 48") aggregate base or drainage stone DC Sand Filler eatheork for baplbasin structures for basin No. Unit Unit Cost Cost (installed) 0 ft $13.00 $0.00 0 ea $500.00 $0.00 0 as $3,500.00 $0.00 0 ft $450.00 $0.00 0.0 in d 0 ES -1,2 0 EC -1 100.0 ft $0.00 $0.00 0.0 in d 0.0 ft 0.0 ftw 0.0 ton $35.00 $0.00 0 ft (depth below transition $0.00 1.0 as $30,000.00 $30,000.00 height of dam at toe height of fill at face length of dam top width (area above vansition) (total witlth of dam) (height below transition (area below transition) (total FlII volume) length of spillway width of spillway ser height near diameter barrel length barrel diameter tress shrubs seedlings underdmin (LF) bloflter soil mix (CV) trash bi and vortex devices maintenance access road (LF) rip-mp, placed depth width rvey and layout (price per 0.1 mi.) acres mobilization as -built drawings(per facility) materials testing (par facility) compaction testing (per dam) manufactured facilities (attach manufacturers m contractor's pace as a base 0 ft cut at high side 0 ft 0 ft culalface 0 ft 0 ft length of cul 0 ft 0 ft width of cul 0 ft 0 sf (area below transition) 0 at 0 ft (total witlth of cut) 0 ft 0 ft (depth below transition 0 ft 0 sf (area above transition) 0 sf 0.0 Cy (total FlII volume) 0.0 by 0 ft GOAL CV estimate) 0 by 0 ft (spillway stone tons) 0 tons Oft $2,000.00 $0.00 0 in (riser unit price) $000 0 ft base plate or ran 0 0 in (barrel unit price) $0.00 banal collars 0 baffle length 0 ft 0 ft length 0.0 ft 0.0 (tons) 0 1 Detention 1 $0.00 $200.00 $0 $0.00 $200.00 $0 $50.00 $0 0 as $150.00 $0.00 0 ea $50.00 $0.00 0 ea $5.00 $0.00 0 ft $5.00 $0.00 0 by $38.00 $0.00 0 ft $1,500.00 $0.00 0 ft $50.00 $0.00 $60.00 $0.00 $1,000.00 $500.00 1 ea $2,000.00 $2,000.00 0 ea $2,000.00 $0.00 0 as $5,000.00 $0.00 cost sum $33,500.00 prol mgmt $5,025.00 contingency $3,852.50 Total $42,380 2/25/2015 Internal Use Only j� DattRuelved; j Fee Paid: Ruilved by: Intake; Forward to Management Analyst APPROVED PLAN # PROJECT NAME REQUEST TO ESTABLISH A BOND 1A, 0 - 10M - 00007 Yc, /1t: G (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 dwners are required. Owner and tax map information must be correct, and plans must be approved prior to bond estimates being prepared. TAX MAPs / PARCELs: 13 -Z-74 OWNER'S SIGNATURE: TAX MAPs / PARCELs: / 3, ` Z7 B OWNER'S SIGNATURE: 't TAX MAPs / PARCELs: OWNER'S SIGNATURE: TAX MAPs / PARCELs: TAX MAPs / PARCELs: OWNER'S NAME: SIGNATURE: OWNER'S NAME: SIGNATURE: 0 It date: z�13� ✓t' lbCi�'hv jt (,04N / `7 ti.}GN GC /'�a,�ho•'; �y date: 2' ✓1 3 157 date: date: 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 sighing 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: N ScrvILLUH�haY, it�VNu (��v�tj YIVtikhy ory V/ OR REGULAR MAIL ADDRESS: Revised 6/20/2014 410 j Interna[ Use Onl / (� 1 Date Received: � � ee Paid: Received by:tv jam_ j r Intake: Forward to Nbfiagclent Analyst IIRc.1Nt�` xe REQUEST TO ESTABLISH A BOND APPROVED PLAN # WP0201400007 PROJECT NAME: Scottsville GAC Updates (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 be approved prior to bond estimates being prepared. TAX MAPS / PARCELS: 136-27B OWNER'S NAME: Rivanna Water and Sewer Authority SIGNATURE: s date: TAX MAPS / PARCELS: 136-27A OWNER'S NAME: Rivanna Water and Sewer Authority SIGNATURE: . �'1� date: TAX MAPS / PARCELS: OWNER'S NAME: SIGNATURE: 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 M 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: dmarch@rivanna.org OR REGULAR MAIL ADDRESS: 695 Moores Creek Lane Charlottesville, VA 22902 Revised 6/20/2014