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HomeMy WebLinkAboutWPO201300025 Bond 2013-04-04 • a A aro.* 24609 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 EROSION CONTROL PERFORMANCE BOND RELEASE PROJECT NAME:.....5— PLAN/PERMIT NO. 2 62/3 - DATE: .3 This project has been satisfactorily completed and the erosion control performance bond may be released at this time if all erosion control inspection fees invoiced have been paid. LltbAc, joit,e 2,1_,) (1) / 1 (117A- 41:11/ 9 11 Erosion Con ol Inspector /26 3 Community Development Department All erosion control Inspection fees invoiced on the above project have been collected. Director of Community Development/County Engineer Date Accounting Department All erosion control inspection fees invoiced on the above project have been collected. Chief Accountant Date Cc:Ana Kilmer EXPI■CanamMy OwNopmenFForraminipscsonMEROSION CONTROL PERFORMANCE BONO RELEASE REVISED S ZS 2012.0or • NNW NIMIle Sediment&Erosion Control Plan for Shared Driveway Serving Lots A&B a Division of Tax Map 56 Parcel 100 The Property of S.Daley Craig, WPO file number:WPO201300025 Erosion and Sediment Control Bond Estimate Item Item No Unit Unit Cost cag Number (installed) stableation(PS,TS) 1.3 acres $5,00000 $6,500.00 Alt fence(SF) 650.0 ft $5.00 $4,250.00 safety fence(SAF) 300 ft $5.00 $150.00 diversion(DD,FD.RWD) 0 ft $13.00 $0.00 temporary slope drain(ISO) pipe length 0 ft pipe diameter 0 in $0.00 $0.00 1 temporary sediment trap(ST or CIP) Method for volume height of dam at toe 2.5 ft cut at darn 3 ft (tenth)x(total widt height of darn at face 5.5 ft cut at high Ado 3 ft assume face at 2, length of darn 18 ft length of cut 12 ft total width=3x(toe top width 2.5 ft width of cut 5 ft average height=( (comp.fill vol) 56.0 0 (cut vol) 22.7 cy $13.00 length of sptfuay 5 ft (cy est) 63.6 width of spillway 1.3 ft (spillway stone tons) 0.72222 $50.00 $862.33 2 temporary sediment trap(ST or CIP) Method for volume height of darn at toe 2.5 ft cut at dam 3 ft (tenth)x(total vndt height of darn at face 5.5 ft out at high side 3 ft assume face at 2: length of darn 18 ft length of out 12 ft total width=30(toe top width 2.5 ft width of cut 7 ft average height= (comp.fill vol) 56.0 cy (cut vol) 25.3 cy $13.00 length of spillway 5 ft (cy est) 64.4 width of spillway 1.5 ft (spillway stone tons) 0.83333 $50.00 $879.44 3 temporary sediment trap(ST or CIP) Method for volume height of darn at toe 3 ft cut at darn 4 ft (tenth)x(total widt height of darn at face 6 ft out at high side 4 ft assume face at 2: length of darn 31 ft length of not 31 ft total width=3x(toe top width 2.5 ft width of our 19 ft average height=( (comp.fill vol) 121.4 cy (cut vol) 1607 cy $13.00 length of spillway 6 ft (cy est) 201.2 v,4th of spillway 5.4 ft (spillway stone tons) 3.6 $50.00 $2,795.77 silt fence inlet protection(IP) 0 $100.00 $0.00 stone inlet protection(IP) 0 $200.00 $0.00 outlet protection(OP) length 10 ft with 5 ft 2 $225.00 $450.00 channel(SCC,matted) length 0 ft width 0 ft $0.00 check darn depth in channel 0 ft channel width 0 ft 1 $0.00 $0.00 construction entrance(CE) 1 $2,000.00 $2,000.00 wash rack $2,000.00 paved construction entrance 0 $3,500.00 $0.00 hp-rap,placed depth 2 ft length 1.0 ft width 1.0 (tons) 0.15 $60.00 $9.00 survey and layout(price per 0.1 mi.) acres 1 traps and basins 2 $1,500.00 mobiluabon $500.00 stream crossing(computed independently) cost sum $19,896.55 proj mgmt $2,98448 contingency $2,288.10 Total $25,170 5/6/2013 5/2/h IVO C6' Date Recthed:""'" " Fee Pak,: ' Ar- t S41111111r4s Received bs: Intake: Forward to Management Anskyst 1$116V1 146i( bi)pcze4. O©© c)zs BOND ESTIMATE REQUEST APPROVED PROJECT PLAN TITLE: (Title on the approse plan from which the estimate will be prepared.) S 4. EA-04.J Pc.41.-4 FiA. 114,4 Ditd 44 wikk-v ,S0A4.1441t• An A # , A izou istos...i of TANch,,,Ap cc, Ph ea t. ja 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: 5601/0 o OWNER'S NAME/:, -S DALO 5A.1416 J Uit . SIGNATURE: dak: TAX MAPs PARCELs: OWNER'S NAME: SIGNATURE: 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: The requested estimates are; ff.Erosion& Sediment Control per Water Protection Ordinance section 17-207 0 Stormwater Management per Water Protection Ordinance section 17-306 0 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: OR REGULAR MAIL ADDRESS: 7/ s /-/4.- AA., 5A-Al-a-I-4 t14Av nt4 VA 2 Z/SZ RECEIVED COMMUNITY DEVELOPMENT Revised I I I 2011