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Home My WebLink AboutWPO200800014 Bond Reduction 2020-01-10COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone 434 296-5832 Fax 434 972-4126 Bond Reduction Request Date: August 13, 2019 March Mountain Properties, LLC 1005 Heathercroft Circle, Suite 100 Crozet, VA 22932 Re: Bond reduction request for WP0200800014 Old Trail village Block 3 Phase 6 Dear Mr. Brockman: We received your bond inspection request for Old Trail village Block 3 Phase 6. This bond is currently valued at $61,100. The bond cannot be reduced or released at this time. See attached checklist and ensure everything is completed/provided. Let us know if you have any questions. Thanks, Emily Cox, PE - Civil Engineer II (434) 296-58332 Ext. 3565 County of Albemarle Department of Community Development 401 McIntire Rd Charlottesville, VA 22902 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Road Bond Inspection Bond Title: Old Trail Village Phase 6, Block3 File Number: WP0200800014 Date of inspection: 7/26/19 Original Bond Amount: $143,400 Reviewer: Emily Cox Current Bond Amount: $61,100 Phone: (434) 296-5832 Updated Bond Amount: $61,100 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 ❑ ❑ ❑ ❑ ❑ ■ 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 ❑ ❑ ❑ ❑ ❑ ■ Stone depth and material inspection reports (or core tests) ❑ ❑ ❑ ❑ ❑ ■ 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 ❑ ❑ ❑ ❑ ❑ ■ County road name signs and posts, or a sign agreement for alt. posts ❑ ❑ ❑ Please refer to on-line content at http://www.albemarle.oriz/deptforms.asp?department=cdengno for checklists and procedures. Site Visit 7/26/19: -Road appears to be satisfactory with no cracks. -Some trees appear to be missing on Claremont, adjacent to Ashlar Ave. Old Trail Village Phase 6 Block 3 Phase A Site Plan; also; Old Trail Phase VI - Block 3 Phase A Construction Plans; also; Old Trail Block 3 Pool Lot Site Plans ROAD Construction Bond Estimate (roads, site work, storm sewer) v Item Item No. Unit Unit Cost Cost Number installed %complete cost remaining Claremont Lane 13+50 to 19+80 road length 375.0 ft 260'; station 17+25 to 20+00 is bonded with Old Trail Block 3 Phase B 1 aggregate base 8.0 in d 375.0 ft L 27.0 ft W 250.0 cy $43.09 $10,773.00 75% $2,693.25 2 blotted or prime&double seal 375.0 It L 0.0 It W 0.0 sy $7.56 $0.00 0% $0.00 3 asphalt base 3.0 in d 375.0 ft L 27.0 it W 141.8 tons $88.20 $12,502.35 50% $6,251.18 4 asphalt surface 2.0, in d 375.0 ftL 27.0 ft W 94.5 tons $98.28 $9,287.46 50% $4,643.73 6 curb CG-2 0.0 ft $10.08 $0.00 0% $0.00 7 curb CG-6 750.0 ft $16.59 $12.445.65 75% $3.111.41 8 sidewalk, asphalt 0.0 in d 375.0 ft L 4.0 ft W 0.0 tons $88.20 $0.00 0% $0.00 9 sidewalk, concrete 4' width 750.0 ft $13.99 $10,489.50 80% $2,097.90 10 ramp CG-12 6 $378.00 $2,268.00 50% $1,134.00 11 street name sign 2 $78.00 $156.00 50% $78.00 12 traffic control sign 3 $59.22 $177.66 0% $177.66 13 guardrail (or rebuild wall in right-of-wa 0 ES @ $3700 0.0 ft $20.16 $0.00 0% $0.00 E14 manhole or drop inlet 5 $1,638.00 $8,190.00 75% $2,047.50 16 pipe, rcp (15 to 48") 36.0 in d 0 ES-1,2 $250 0 EC-1 $200 445.0 ft $89.25 $39,716.25 50% $19,858.13 17 pipe, rcp (15 to 48") 24.0 in d 0 ES-1,2 $250 0 EC-1 $200 25.0 ft $39.90 $997.50 50% $498.75 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 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 $37.80 $0.00 0% $0.00 22 E&S fabric,EC-2,3 0 ft L 4 ft W 0.0 sy $12.60 $0.00 0% $0.00 23 clear and grub (for wooded sites) 0.0 ft L 30.0 ft W 0.0 acre $12,600.00 $0.00 0% $0.00 24 grading (per cy for cut or import only) 0.0 cy fill 0.0 cy cut 0.0 cy $3.78 $0.00 0% $0.00 24 CBR tests (1 every 0.1 mi. per road) 375.0 ft L 0.75 inc of 500' 2 $189.00 $340.20 0% $340.20 25 as -built drawings (1 k + price per 0.1 r 375.0 ft L 0,071 mi. 1 $1,260.00 $1,260.00 0% $1,260.00 26 survey and layout (price per 0.1 mi.) 375.0 ft L 0.071 mi. 1 $630.00 $630.00 100% $0.00 27 mobilization 1 $630.00 $630.00 0% $630.00 28 VDOT surety (1 lane) 375.0 ft L 0.071 mi. 2 Lanes $2,000.00 $2,840.91 0% $2,840.91 29 VDOT maintenance fee (1 In rd, 1 yr) 375.0 ft L 0.071 mi. 2 Lanes $150.00 $213.07 0% $213.07 30 VDOT admin. Cost recovery fee(1 tarn 375.0 ft L 0.071 mi. 2 Lanes $100.00 $392.05 0% $392.05 cost sum $113 309.59 ., _.__. -............ ..__.. .... ........ $48,267.73 project management 15% $16,996.44 15% $7,240.16 subtotal $130,306.03 $55,507.88 contigency 10% $13,030.60 10% $5,550.79 Total $143,400 $61,100 12/15/2010