Loading...
HomeMy WebLinkAboutSUB201100063 Review Comments Bond Inspection 2014-01-16�oF A�i �rRGIN1P COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 13 Oct 2011 Mr. David A. Brockman 1005 Heathercroft Suite 100 Crozet, VA 22932 Re: Old Trail Creekside bond Inspection Requests Dear Mr. Brockman, Please find the enclosed bond inspection report for Block 13B in Old Trail Village. This is one of the five road bonds submitted at the same time. Please note I have separated the public and private roads into separate reports. At this time, I can only reduce the bond amount to $485,360. Please contact me if you have questions. Sincerely, 1)106� Michelle Roberge �'lRG1N1P COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Subdivision Bond Inspection Bond Title: Old Trail, Block 13B (Private Roads - Alleys) Penny Well Drive sta 10 +10 to 12, Penny Well Lane sta 15 +36 to 17 +65) File Number: SUB201100063 Date of inspection: 13 Jan 2014 Reviewer: Michelle Roberge Original Bond Amount: $523,400 Phone: (434) 296 -5832 Current Bond Amount: $523,400 Your bond inspection request has been processed. This list contains an update on the items received and approved. Received Approved Y N Y N N/A VDOT ■ ❑ Completed inspection request and fee ■ ❑ ❑ ❑ ■ ❑ As -built plan, updated, sealed to current date, per As -built policy ❑ ❑ ❑ ■ -There is no topcoat on roads. As -built needs to reflect this. -There is no gravel around alleys. -Stop signs are too low at Penny Well Dr. - Turnaround appears to be too narrow. -There appears to be a fence that encroaches on turnaround. ❑ ■ Copies of recorded plats for right -of -way, easements ❑ ❑ ❑ ❑ ❑ ❑ VDOT approval AM -4.3, or partial completion via punchlist ❑ ❑ ■ ❑ ❑ ■ Letter from P.E. certifying improvements are built to plan ❑ ■ ❑ ❑ ❑ ■ Current certification form completed by owner /developer ❑ ❑ ❑ ❑ ■ ❑ CBR test reports for each road ❑ ❑ ❑ ■ I received for Penny Well Lane and not Penny Well Dr. For Penny Well Lane, I need to know condition ofpipes prior to reducing this item. ■ ❑ Stone depth and material inspection reports (or core tests) ❑ ❑ ❑ ■ I received for Penny Well Drive and not Penny Well Lane. For Penny Well Drive, I need to know condition ofpipes prior to reducing this item. ❑ ■ Pavement depth and material inspection reports (or core tests) ❑ ❑ ❑ ❑ ❑ ■ Compaction test reports for fill areas under road ❑ ❑ ❑ ❑ Provide for fill area under Penny Well Drive. ❑ ■ Pipe trench inspection reports ❑ ❑ ❑ ❑ ❑ ■ Pipe interior inspections reports and video ❑ ❑ ❑ ❑ ❑ ■ Concrete test reports for structural concrete, curbing, aprons, etc. ❑ ❑ ❑ ❑ ❑ ■ Structural inspection reports for any bridges or box culverts ❑ ❑ ❑ ❑ ❑ ■ county road name signs and posts, or a sign agreement for alt. posts ❑ ❑ ❑ ❑ Please refer to on -line content at hM: / /www.albemarle.orgLdeptforms .asp ?department= cden�wpo for checklists and procedures. Here are some recommended items to submit for the next inspection request (Please note the checklist above provides a list of what we need for this inspection): a) Updated as -built and profiles. Show trees and sidewalks accurately b) Stormdrain inspection videos c) Copies of recorded sign agreement if completed COUNTY OF ALBEMARLE ®� Department of Community Development 401 McIntire Road v�RCiN�r Charlottesville, Virginia 22902 Subdivision Bond Inspection Bond Title: Old Trail, Block 13B (Public Roads) (Upland Drive sta 16 +31 to 18 +82, Golf Drive sta 16 +25 to 19 +82, Fielding Run sta 10 to 21 ) Received Approved Y N Y N N/A VDOT ■ ❑ Completed inspection request and fee ■ ❑ ❑ ❑ ■ ❑ As -built plan, updated, sealed to current date, per As -built policy ❑ ❑ ❑ ■ There is no topcoat on roads. As -built needs to reflect this. I will approve As- builts when VDOT approves. ❑ ■ Copies of recorded plats for right -of -way, easements ❑ ❑ ❑ ❑ ■ ❑ VDOT approval AM -4.3, or partial completion via punchlist ❑ ❑ ❑ ■ VDOT has provided a punchlist. ■ ❑ Letter from P.E. certifying improvements are built to plan ❑ ■ ❑ ❑ This was provided, but the roads are not 100% complete. ❑ ■ Current certification form completed by owner /developer ❑ ❑ ❑ ❑ ■ ❑ CBR test reports for each road ❑ ❑ ❑ ■ Technically, this is a public road, so this is up to VDOT. I will approve As- builts when VDOT approves. ■ ❑ Stone depth and material inspection reports (or core tests) ❑ ❑ ❑ ■ Technically, this is a public road, so this is up to VDOT. I will approve As- builts when VDOT approves. ❑ ■ Pavement depth and material inspection reports (or core tests) ❑ ❑ ❑ ❑ ❑ ■ Compaction test reports for fill areas under road ❑ ❑ ❑ ❑ ❑ ■ Pipe trench inspection reports ❑ ❑ ❑ ❑ ❑ ■ Pipe interior inspections reports and video ❑ ❑ ❑ ❑ ❑ ■ Concrete test reports for structural concrete, curbing, aprons, etc. ❑ ❑ ❑ ❑ ❑ ■ Structural inspection reports for any bridges or box culverts ❑ ❑ ❑ ❑ ❑ 0 county road name signs and posts, or a sign agreement for alt. posts ❑ ❑ ❑ ❑ Updated bond amount based on completed work: $485,360 Please refer to on -line content at http://www.albemarle.orgtdeptfonns.asp?department--cdengwpo for checklists and procedures. Here are some recommended items to submit for the next inspection request (Please note the checklist above provides a list of what we need for this inspection): a) Updated as -built and profiles. Show trees and sidewalks accurately b) Stormdrain inspection videos C) Updated VDOT punchlist for public roads or the acceptance letters d) Copies of recorded sign agreement if completed Old Trail Block 13B Subdivision Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item Item No. Unit Unit Cost Cost Number installed %compete cost remaining Upland Drive 16 +31.06 to 18+82.6! road length 251.6 ft 1 aggregate base 6.0 in d 251.6 It L 25.0 It W 116.5 cy $35.91 $4,183.35 0% $4,183.35 2 blotted or prime &double seal 0.0 ftL 0.0 ftW 0.0 sy $6.30 $0.00 0% $0.00 3 asphalt base 3.0 in d 251.6 ftL 20.0 ftW 70.5 tons $73.50 $5,178.55 0% $5,178.55 4 asphalt surface 1.5 in d 251.6 ft L 20.0 ft W 35.2 tons $81.90 $2,885.19 0% $2,885.19 6 curb CG -2 0.0 ft $8.40 $0.00 0% $0.00 7 curb CG -6 503.0 ft $13.83 $6,955.74 0% $6,955.74 8 sidewalk, asphalt 0.0 in d 0.0 ftL 0.0 ftW 0.0 tons $73.50 $0.00 0% $0.00 9 sidewalk, concrete 5' width (unit price is for 4' width so apply a factor) 503.0 it $11.66 $7,328.08 0% $7,328.08 10 ramp CG -12 0 $315.00 $0.00 0% $0.00 11 street name sign 1 $65.00 $65.00 0% $65.00 12 traffic control sign 3 $49.35 $148.05 0% $148.05 13 Street Landscape 8 Each 8 $105.00 $840.00 0% $840.00 13 guardrail 0 ES @ $3700 0.0 ft $16.80 $0.00 0% $0.00 14 manhole or drop inlet 4 $1,365.00 $5,460.00 0% $5,460.00 16 pipe, rcp (15 to 48 ") 15.0 in d 0 ES -1,2 $250 0 ECA $200 249.7 ft $23.10 $5,766.92 0% $5,766.92 17 pipe, rcp (15 to 48 ") 48.0 in d 0 ES -1,2 $250 0 EC-1 $200 0.0 ft $126.00 $0.00 0% $0.00 18 pipe, pvc (4 to 10 ") . 8.0 In d 0.0 it $6.30 $0.00 0% $0.00 19 pipe, cmp (15 to 48 ") 15.0 in d 0 ES -1,2 $250 0 EC -1 $200 0.0 ft $23.10 $0.00 0% $0.00 20 pipe, cmp (54 to 72 ") 60.0 in d 0 ES -1,2 $250 0 EC-1 $200 0.0 ft $146.00 $0.00 0% $0.00 21 rip -rap, placed 0.0 ton $31.50 $0.00 0% $0.00 22 E &S fabric,EC -2,3 0 ft L o ft W 0.0 sy $10.50 $0.00 0% $0.00 23 clear and grub (for wooded sites) 0.0 It L 0.0 ftW 0.0 acre $10,500.00 $0.00 0% $0.00 24 grading (per cy for cut or Import only; 178.0 cy fill 222.0 cy cut -44.0 cy bal $3.15 $699.30 75% $174.83 24 CBR tests (1 every 0.1 mi. per road) 251.6 ft L 0.503 Inc of 500' 2 $157.50 $252.00 0% $252.00 25 as-built drawings (1 k + price per 0.11 251.6 ft L 0.048 mi. 1 $1,050.00 $2,050.00 0% $2,050.00 26 survey and layout (price per 0.1 mi.) 251.6 it L 0.048 mi. 1 $525.00 $1,525.00 0% $1,525.00 27 mobilization 1 $525.00 $525.00 0% $525.00 28 VDOT surety (1 lane) 251.6 ft L 0.048 mi. 2 Lanes $2,000.00 $1,906.29 0% $1,906.29 29 VOOT maintenance fee (1 In rd, 1 yr) 251.6 It L 0.048 mi. 2 Lanes $150.00 $142.97 0% $142.97 30 VDOT admin. Cost recovery fee(1 lar 251.6 ft L 0.048 mi. 2 Lanes $100.00 $345.31 0% $345.31 subtotal $46,256.74 subtotal $45,732.26 Golf Drive 16 +25.35 to 19 +82.8: road length 357.5 ft 1 aggregate base 9.0 In d 357.5 It L 37.0 ftW 367.4 cy $35.91 $13,194.43 0% $13,194.43 2 blotted or prime &double seal 0.0 It L 0.0 ftW 0.0 sy $6.30 $0.00 0% $0.00 3 asphalt base 4.0 in d 357.5 ft L 32.0 ft W 213.5 tons $73.50 $15,695.68 0% $15,695.68 4 asphalt surface 1.5 In d 357.5 ft L 32.0 ft W 80.1 tons $81.90 $6,558.55 0% $6,558.55 6 curb CG -2 0.0 ft $8.40 $0.00 0% $0.00 7 curb CG -6 715.0 ft $13.83 $9,887.38 0% $9,887.38 8 sidewalk, asphalt 0.0 in d 0.0 ft L 0.0 ftW 0.0 tons $73.50 $0.00 0% $0.00 9 sidewalk, concrete V width (unit price is for 4' width so apply a factor) 715.0 ft $11.66 $16,666.65 0% $16,666.65 10 ramp CG -12 0 $315.00 $0.00 0% $0.00 11 street name sign 1 $65.00 $65.00 0% $65.00 12 traffic control sign 2 $49.35 $98.70 0% $98.70 13 Street Landscape 11 Each 11 $105.00 $1,155.00 0% $1,155.00 13 guardrail 0 ES @ $3700 0.0 ft $16.80 $0.00 0% $0.00 14 manhole or drop inlet 4 $1,365.00 $5,460.00 0% $5,460.00 16 pipe, rcp (15 to 48 ") 15.0 in d 0 ES -1,2 $250 0 EC-1 $200 35.2 it $23.10 $813.12 0% $813.12 17 pipe, rcp (15 to 48 ") 18.0 In d 0 ES -1,2 $250 0 EC -1 $200 141.8 ft $27.30 $3,870.59 0% $3,870.59 17A pipe, rcp (15 to 48 ") 24.0 in d 1 ES -1,2 $250 1 EC -1 $200 241.6 ft $39.90 $10,091.44 0% $10,091.44 18 pipe, pvc (4 to 10 ") 8.0 in d 0.0 It $6.30 $0.00 0% $0.00 19 pipe, cmp (15 to 48 ") 15.0 In d 0 ES -1,2 $250 0 EC-1 $200 0.0 ft $23.10 $0.00 0% $0.00 20 pipe, cmp (54 to 72 ") 60.0 in d 0 ES -1,2 $250 0 EC-1 $200 0.0 ft $146.00 $0.00 0% $0.00 21 rip -rap, placed 0.0ton $31.50 $0.00 0% $0.00 22 E &S fabdc,EC -2,3 536.25 ft L 4 ft W 0.0 sy $10.50 $0.00 0% $0.00 23 clear and grub (for wooded sites) 0.0 ft L 0.0 ftW 0.0 acre $10,500.00 $0.00 0% $0.00 24 grading (per cy for cut or import only; 1551.0 cy fill 0.0 cy cut 1551.0 cy bal $3.15 $4,885.65 75% $1,221.41 24 CBR tests (1 every 0.1 mi. per road) 357.5 it L 0.715 inc of 500' 2 $157.50 $283.50 0% $283.50 25 as-built drawings (1 k + price per 0.11 357.5 ft L 0.068 mi. 1 $1,050.00 $2,050.00 0% $2,050.00 26 survey and layout (price per 0.1 mi.) 357.5 ft L 0.068 mi. 1 $525.00 $1,525.00 0% $1,525.00 27 mobilization 1 $525.00 $525.00 0% $525.00 28 VDOT surety (1 lane) 357.5 ftL 0.068 mi. 2 Lanes $2,000.00 $2,708.33 0% $2,708.33 29 VDOT maintenance fee (1 In rd, 1 yr) 357.5 It L 0.068 mi. 2 Lanes $150.00 $203.13 0% $203.13 30 VDOT admin. Cost recovery fee(1 lar 357.5 it L 0.068 mi. 2 Lanes $100.00 $385.42 0% $385.42 subtotal $96,122.57 subtotal $92,458.33 Fielding Run Drive 10 +00.00 to 21 +10.01 road length 1110.0 ft 1 aggregate base 6.0 in d 1110.0 ft L 37.0 ft W 760.6 cy $35.91 $27,311.55 0% $27,311.55 2 blotted or prime &double seal 0.0 ft L 0.0 ft W 0.0 sy $6.30 $0.00 0% $0.00 3 asphalt base 3.0 in d 1110.0 ftL 26.0 ftW 404.0 tons $73.50 $29,696.94 0% $29,696.94 4 asphalt surface 1.5 in d 1110.0 ftL 26.0 ft W 202.0 tons $81.90 $16,545.44 0% $16,545.44 6 curb CG -2 0.0 ft $8.40 $0.00 0% $0.00 1/16/2014 Old Trail Block 13B Subdivision Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item Item No. Unit Unit Cost Cost Number installed % compete cost remaining 7 curb CG -6 2220.0 it $13.83 $30,699.27 0% $30,699.27 8 sidewalk, asphalt 0.0 in d 0.0 it L 0.0 ftW tons $73.50 $0.00 0% $0.00 9 sidewalk, concrete 5' width (unit price Is for 4' width so apply a factor) 2220.0 ft $11.66 $32,342.63 0% $32,342.63 10 ramp CG -12 10 $315.00 $3,150.00 0% $3,150.00 11 street name sign 2 $65.00 $130.00 0% $130.00 12 traffic control sign 4 $49.35 $197.40 0% $197.40 13 Street Landscape 10 Each 10 $105.00 $1,050.00 0% $1,050.00 13 guardrail 0 ES @ $3700 0.0 ft $16.80 $0.00 0% $0.00 14 manhole or drop Inlet 10 $1,365.00 $13,650.00 0% $13,650.00 16 pipe, rcp (15 to 48 ") 15.0 In of 0 ES -1,2 $250 0 EC -1 $200 348.7 it $23.10 $6,054.74 0% $8,054.74 17 pipe, rcp (15 to 48 ") 18.0 in d 0 ES -1,2 $250 0 EC -1 $200 133.6 it $27.30 $3,647.28 0% $3,647.28 18 pipe, pvc (4 to 10 ") 8.0 In d 0.0 it $6.30 $0.00 0% $0.00 19 pipe, cmp (15 to 48 ") 15.0 In d 0 ES -1,2 $250 0 EC -1 $200 0.0 ft $23.10 $0.00 0% $0.00 20 pipe, cmp (54 to 72 ") 60.0 in of 0 ES -1,2 $250 0 EC -1 $200 0.0 it $146.00 $0.00 0% $0.00 21 rip -rap, placed 0.0 ton $31.50 $0.00 0% $0.00 22 E &S fabdc,EC -2,3 O ft L o ft W 0.0 sy $10.50 $0.00 0% $0.00 23 clear and grub (for wooded sites) 0.0 it L 0.0 ft W 0.0 acre $10,500.00 $0.00 0% $0.00 24 grading (per cy for cut or import only', 611.0 cy fill 9828.0 cy cut - 9217.0 cy bal $3.15 $30,958.20 75% $7,739.55 24 CBR tests (1 every 0.1 mi. per road) 1110.0 it L 2.22 inc of 500' 3 $157.50 $519.75 0% $519.75 25 as-built drawings (1 k + price per 0.11 1110.0 ftL 0.21 mi. 3 $1,050.00 $4,150.00 0% $4,150.00 26 survey and layout (price per 0.1 ml.) 1110.0 it L 0.21 mi. 3 $525.00 $2,575.00 0% $2,575.00 27 mobilization 1 $525.00 $525.00 0% $525.00 28 VOOT surety (1 lane) 1110.0 it L 0.21 mi. 2 Lanes $2,000.00 $8,409.09 0% $8,409.09 29 VDOT maintenance fee (1 In rd, 1 yr) 1110.0 It L 0.21 mi. 2 Lanes $150.00 $630.68 0% $630.68 30 VDOT admin. Cost recovery fee(1 far 1110.0 ft L 0.21 mi. 2 Lanes $100.00 $670.45 0% $670.45 subtotal $214,913.42 subtotal $191,694.77 Penny Well Drive (Alley) 10 +10.00 to 12 +00.01 road length 190.0 it 1 aggregate base 8.0 in of 190.0 it L 22.0 ftW 103.2 cy $35.91 $3,706.27 0% $3,706.27 2 blotted or prime &double seal 0.0 ftL 0.0 ftW 0.0 sy $6.30 $0.00 0% $0.00 3 asphalt base 0.0 in d 190.0 ftL 0.0 ftW 0.0 tons $73.50 $0.00 0% $0.00 4 asphalt surface 1.5 in d 190.0 ftL 20.0 ftW 26.6 tons $81.90 $2,178.54 0% $2,178.54 6 curb CG -2 0.0 ft $8.40 $0.00 0% $0.00 7 curb CG -6 0.0 it $13.83 $0.00 0% $0.00 8 sidewalk, asphalt 0.0 In d 0.0 ftL 0.0 ftW 0.0 tons $73.50 $0.00 0% $0.00 9 sidewalk, concrete 4' width 0.0 ft $11.66 $0.00 0% $0.00 10 ramp CG -12 0 $315.00 $0.00 0% $0.00 11 street name sign 1 $65.00 $65.00 0% $65.00 12 traffic control sign 1 $49.35 $49.35 0% $49.35 13 Street Landscape 0 Each 0 $105.00 $0.00 0% $0.00 13 guardrail 0 ES @ $3700 0.0 it $16.80 $0.00 0% $0.00 14 manhole or drop inlet 2 $1,365.00 $2,730.00 0% $2,730.00 16 pipe, rcp (15 to 48 ") 15.0 in of 0 ES -1,2 $250 0 ECA $200 138.7 it $23.10 $3,203.97 0% $3,203.97 17 pipe, rcp (15 to 48 ") 48.0 in d 0 ES -1,2 $250 0 EC-1 $200 0.0 It $126.00 $0.00 0% $0.00 18 pipe, pvc (4 to 10 ") 8.0 in d 0.0 ft $6.30 $0.00 0% $0.00 19 pipe, cmp (15 to 48 ") 15.0 in d 0 ES -1,2 $250 0 EC -1 $200 0.0 It $23.10 $0.00 0% $0.00 20 pipe, cmp (54 to 72 ") 60.0 in d 0 ES -1,2 $250 0 EC-1 $200 0.0 it $146.00 $0.00 0% $0.00 21 rip -rap, placed - 0.0 ton $31.50 $0.00 0% $0.00 22 E &S fabNc,EC -2,3 0 ft L 0 ft W 0.0 sy $10.50 $0.00 0% $0.00 23 clear and grub (for wooded sites) 0.0 ftL 0.0 it W 0.0 acre $10,500.00 $0.00 0% $0.00 24 grading (per cy for cut or import only, 0.0 cy fill 844.0 cy cut -844.0 cy bal $3.15 $2,658.60 100% $0.00 24 CBR tests (1 every 0.1 mi. per road) 190.0 it L 0.38 Inc of 500' 1 $157.50 $220.50 0% '$220.50 25 as-built drawings (1k +price per 0.1 i 190.0 ftL 0.036 mi. 1 $1,050.00 $2,050.00 0% $2,050.00 26 survey and layout (price per 0.1 mi.) 190.0 it L 0.036 mi. 1 $525.00 $1,525.00 0% $1,525.00 27 mobilization 1 $525.00 $525.00 0% $525.00 28 VDOT surety (1 lane) 190.0 It L 0.036 mi. 0 Lanes $2,000.00 $0.00 0% $0.00 29 VDOT maintenance fee (1 In rd, 1 yr) 190.0 ft L 0.036 mi. 0 Lanes $150.00 $0.00 0% $0.00 30 VDOT admin. Cost recovery fee(1 far 190.0 it L 0.036 mi. 0 Lanes $100.00 $0.00 0% $0.00 subtotal $18,912.23 subtotal $16,253.63 Penny Well Lane (Alley) 15 +36.4310 17 +65.1: road length 228.7 it 1 aggregate base 6.0 in d 228.7 ft L 25.0 ft W 105.9 cy $35.91 $3,802.47 0% $3,802.47 2 blotted or prime &double seal 0.0 ftL 0.0 ft W 0.0 sy $6.30 $0.00 0% $0.00 3 asphalt base 3.0 In of 228.7 it L 20.0 ftW 64.0 tons $73.50 $4,707.06 0% $4,707.06 4 asphalt surface 1.5 In d 228.7 it L 20.0 ftW 32.0 tons $81.90 $2,622.50 0% $2,622.50 6 curb CG -2 0.0 ft $8.40 $0.00 0% $0.00 7 curb CG -6 457.0 ft $13.83 $6,319.62 0% $6,319.62 8 sidewalk, asphalt 0.0 in d 0.0 it L 0.0 ftW 0.0 tons $73.50 $0.00 0% $0.00 9 sidewalk, concrete 4' width 0.0 ft $11.66 $0.00 0% $0.00 10 ramp CG -12 0 $315.00 $0.00 0% $0.00 11 street name sign 1 $65.00 $65.00 0% $65.00 12 traffic control sign 1 $49.35 $49.35 0% $49.35 13 Street Landscape 0 Each 0 $105.00 $0.00 0% $0.00 1/16/2014 Old Trail Block 13B Subdivision Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Item Item No. Unit Unit Cost Number installed 13 14 16 17 18 19 20 21 22 23 24 24 25 26 27 28 29 30 guardrail 0 ES @ $3700 4 manhole or drop inlet 188.5 ft $23.10 pipe, rcp (15 to 48 ") 15.0 in d 0 ES -1,2 $250 0 EC-1 $200 pipe, rcp (15 to 48 ") 48.0 in d 0 ES -1,2 $250 0 EC-1 $200 pipe, pvc (4 to 10 ") 8.0 In d $146.00 0.0 ton pipe, crop (15 to 48 ") 15.0 in d 0 ES -1,2 $250 0 EC-1 $200 pipe, cmp (54 to 72 ") 60.0 In d 0 ES -1,2 $250 0 EC-1 $200 rip -rap, placed 2 $157.50 E &S fabdc,EC -2,3 0 ft L Oft W 1 clear and grub (for wooded sites) 0.0 ft L 0.0 It W $525.00 grading (per cy for cut or import only; 0.0 cy fill 1850.0 cy cut 0 Lanes CBR tests (1 every 0.1 mi. per road) 228.7 ft L 0.457 !no of 500' as -built drawings (1 k+ price per 0.1 1 228.7 ft L 0.043 mi. subtotal survey and layout (price per 0.1 mi.) 228.7 ft L 0.043 mi. 0% mobilization $236.25 0% VDOT surety (1 lane) 228.7 ft L 0.043 mi. 0% VDOT maintenance fee (1 In rd, 1 yr) 228.7 ft L 0.043 mi. 0% VDOT admin. Cost recovery fee(1 tar 228.7 ft L 0.043 mi. 0% 0.0 ft $16.80 4 $1,365.00 188.5 ft $23.10 0.0 ft $126.00 0.0 ft $6.30 0.0 ft $23.10 0.0 ft $146.00 0.0 ton $31.50 0.0 sy $10.50 0.0 acre $1000.00 - 1850.0 cy bal $3.15 2 $157.50 1 $1,050.00 1 $525.00 1 $525.00 0 Lanes $2,000.00 0 Lanes $150.00 0 Lanes $100.00 $0.00 subtotal Cost $413,748.13 1 proj mgmt $62,062.22 compete $47,581.04 Total $523,400 cost remaining $0.00 0% $0.00 $5,460.00 0% $5,460.00 $4,353.43 0% $4,353.43 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $0.00 100% $0.00 $5,827.50 0% $5,827.50 $236.25 0% $236.25 $2,050.00 0% $2,050.00 $1,525.00 0% $1,525.00 $525.00 0% $525.00 $0.00 of $0.00 $0.00 0% $0.00 $0.00 0% $0.00 $37,543.18 subtotal $37,543.18 cost sum $413,748.13 1 proj mgmt $62,062.22 contingency $47,581.04 Total $523,400 $383,682.17 $57,552.33 $44,123.45 $485,360J 1/16/2014