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Home My WebLink AboutSUB201400092 Bond Reduction 2017-06-02�RGICn4' COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Subdivision Bond Inspection Bond Title: Old Trail Village Block 27 File Number: SUB2015-000123 Date of inspection: June 2, 2017 Reviewer: Emily Cox Original Bond Amount: $1,011,340 [20%—$202,268] Phone: (434) 296-5832 Current Bond Amount: $ 1,011,340 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 ❑ ❑ ❑ Updated bond amount based on completed work: $220,710.00 (See attached Bond Estimate form for breakdown of bond amount and remaining items.) Notes: As -built Plan: • Please show the deed book & page for all dedicated right-of-ways. • Please show all pavement markings. • Please show the final pavement design. • Please clarify invert at structure 128. Sheet 10A and the comps show 678.04, but the profile shows 679.04. • Please explain the difference in sheets 9A/9B & l0A/10B. Field Visit: • Site appears satisfactory. • Update as -built to show accurate landscaping. Other: • Provide certification of completion. • Provide CBR test reports for all roads. • Provide stone depths for all roads. • Ensure storm pipes are flushed out, especially 105 — 111 and 126 -128. Sediment and debris are show in several of the pipe videos. • As -built plan trees appear to be less than shown on approved landscape plan. • Complete all items on VDOT punch -list. Please refer to on-line content at hqp://www.albemarle.oriz/dgptforms.asp?dgpartment=cdengno for checklists and procedures. Subdivision Name -Old Trail Village, Blocks 28 & 29B, Ashlar Avenue Public Road Plans Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201400092 Item No. Unit Unit Cost Cost installed % compete cost remaining Road Names: Multiple (public/private) -Names, below (ref-SUB201400092/sheet 15/road classification schedule) Ashlar Ave station 10+00 - 17+77 road length 777.0 ft public aggregate base 8.0 in d 777.0 ft L 32.0 ft W 1160.3 ton $25.00 $29,008.00 80% $5,801.60 pavement = 32' W blotted or prime&double seal 777.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 80% $0.00 did not include'T' asphalt base 4.0 in d 777.0 ft L 32.0 ft W 609.2 tons $84.58 $51,523.43 80% $10,304.69 (future extension) asphalt surface 1.5 in d 777.0 ft L 32.0 ft W 228.4 tons $91.34 $20,865.53 80% $4,173.11 Belgrove St station 10+16 - 14+46 road length 430.0 ft public aggregate base 6.0 in d 430.0 ft L 26.0 ft W 391.3 ton $25.00 $9,782.50 80% $1,956.50 pavement = 26' W blotted or prime&double seal 430.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 80% $0.00 asphalt base 2.5 in d 430.0 ft L 26.0 ft W 171.2 tons $84.58 $14,479.57 80% $2,895.91 asphalt surface 1.5 in d 430.0 ft L 26.0 ft W 102.7 tons $91.34 $9,382.10 80% $1,876.42 Golf view Dr., Ext station 17+56 - 21 +17 road length 361.0 ft public aggregate base 6.0 in d 361.0 ft L 32.0 ft W 404.3 ton $25.00 $10,108.00 80% $2,021.60 pavement = 32' W blotted or prime&double seal 361.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 80% $0.00 asphalt base 3.0 in d 361.0 ft L 32.0 ft W 212.3 tons $84.58 $17,953.63 80% $3,590.73 asphalt surface 1.5 in d 361.0 ft L 32.0 ft W 106.1 tons $91.34 $9,694.28 80% $1,938.86 Addle Hill Rd station 10+18 - 17+40 road length 722.0 ft public aggregate base 6.0 in d 722.0 ft L 32.0 ft W, AVE 808.6 ton $25.00 $20,216.00 80% $4,043.20 pavement = 32' W blotted or prime&double seal 722.0 ft L 0.0 ft W, AVE 0.0 sy $10.00 $0.00 80% $0.00 asphalt base 2.5 in d 722.0 ft L 32.0 ft W, AVE 353.8 tons $84.58 $29,922.71 80% $5,984.54 asphalt surface 1.5 in d 722.0 ft L 32.0 ft W, AVE 212.3 tons $91.34 $19,388.56 80% $3,877.71 Hazel Grove Ln. station 10+18 - 15+19.75 road length 501.0 ft private aggregate base 6.0 in d 501.0 ft L 24.0 ft W 420.8 ton $25.00 $10,521.00 80% $2,104.20 pavement = 24' W blotted or prime&double seal 501.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 80% $0.00 asphalt base 2.5 in d 501.0 ft L 24.0 ft W 184.1 tons $84.58 $15,572.66 80% $3,114.53 asphalt surface 1.5 in d 501.0 ft L 24.0 ft W 110.5 tons $91.34 $10,090.38 80% $2,018.08 Birchin Ct, Dr, Ln _ Lengths: Dr, 294'; Ct, 125'; Ln, 236' road length 655.0 ft, Total private aggregate base 6.0 in d 655.0 ft L 16.0 ft W 366.8 ton $25.00 $9,170.00 80% $1,834.00 pavement = 16' W blotted or prime&double seal 655.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 80% $0.00 Drive, sta: 10+15-13+08.97 asphalt base 2.5 in d 655.0 ft L 16.0 ft W 160.5 tons $84.58 $13,572.98 80% $2,714.60 Court, sta: 10+10-11+34.99 asphalt surface 1.5 in d 655.0 ft L 16.0 ft W 96.3 tons $91.34 $8,794.67 80% $1,758.93 Lane, sta: 10+10-12+46.19 curb CG-2 0.0 ft $13.00 $0.00 80% $0.00 slight over-estim, curb ra< curb CG-6 4268.0 ft $15.00 $64,020.00 80% $12,804.00 Birchin (All); Hazel Grov roll-top curb 1900.0 ft $15.00 $28,500.00 80% $5,700.00 sidewalk, concrete (5) 4188.0 ft $17.00 $71,196.00 80% $14,239.20 ramp CG-12 16 each $350.00 $5,600.00 80% $1,120.00 I:\DEPT\Community Development\Engineering Division\Emily Cox\Road Bond Red uctions\SUB201400092\RP_bondred uction_5Nov2014-OTV-road-sub201400092-110514.xlsx 6/2/2017 Subdivision Name -Old Trail Village, Blocks 28 & 29B, Ashlar Avenue Public Road Plans Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201400092 Item Road Names: Multiple (public/private) -Names, below (ref-SUB201400092/sheet 15/road classification schedule) street name sign traffic control sign (10 stops; 21 No Parking) All streets, ref. sheet 20 Street Landscape (trees) 78 Each drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) credits ea.mlet 2.33 ; ref 11-5-14 ja email pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES-1,2 0 EC-1 pipe, rcp, cmp (15 to 48") 30.0 in d 0 ES-1,2 0 EC-1 *226-1f36" Dla pipe, rcp, cmp (15 to 48") 36.0 in d 0 ES-1,2 0 EC-1 pipe ok with oTv rip -rap, placed 0.0 ft d 0.0 ft L 0.0 ft W D.Brockman, ref matting, EC-2 or 3 0.0 ft L 0.0 ft W 11/5/14 e-mail clear and grub (for wooded sites -covered under WPO) 0.0 ft L 0.0 ft W cut grading 7Ea fill grading Estim-11/5/14 as -built drawings (1 k + price per 0.1 mi.) 3446.0 ft L 0.65265 mi. survey and layout (price per 0.1 mi.) 3446.0 ft L 0.65265 mi. mobilization materials testing 3446.0 ft L 6.892 inc of 500' compaction testing 3446.0 ft L 6.892 inc of 500' CBR tests (1 every 0.1 mi. per road) 3446.0 ft L 6.892 inc of 500' stone depth inspections 3446.0 ft L 6.892 inc of 500' pavement inspections 3446.0 ft L 6.892 inc of 500' pipe and drainage video inspections VDOT surety (1 lane) 2290.0 ft L 0.43371 mi. VDOT maintenance fee (1 In rd, 1 yr) 2290.0 ft L 0.43371 mi. VDOT admin. Cost recovery fee(1 lane) 2290.0 ft L 0.43371 mi. jea-11 /5/14 No. Unit Unit Cost Cost installed % compete cost remaining 9 each $200.00 $1,800.00 80% $360.00 31 each $200.00 $6,200.00 80% $1,240.00 78 each $150.00 $11,700.00 80% $2,340.00 33 each $3,500.00 $115,500.00 80% $23,100.00 0 each $500.00 $0.00 80% $0.00 132 ft $450.00 $59,535.00 80% $11,907.00 835.7 ft $35.00 $29,249.50 80% $5,849.90 39.7 ft $40.00 $1,588.00 80% $317.60 383.8 ft $50.00 $19,190.00 80% $3,838.00 803.5 ft $65.00 $52,227.50 80% $10,445.50 376.0 ft $70.00 $26,320.00 80% $5,264.00 0.0 ton $60.00 $0.00 80% $0.00 0.0 sy $2.00 $0.00 80% $0.00 0.0 acre $24,000.00 $0.00 80% $0.00 5614.0 cy $4.00 $22,456.00 80% $4,491.20 3469.0 cy $9.00 $31,221.00 80% $6,244.20 71sum $2,000.00 $15,000.00 80% $3,000.00 71sum $2,000.00 $15,000.00 80% $3,000.00 1 Isum $500.00 $500.00 80% $100.00 8 each $200.00 $1,580.00 80% $316.00 8 each $200.00 $1,580.00 80% $316.00 8 each $200.00 $1,580.00 50% $790.00 8 each $200.00 $1,580.00 50% $790.00 8 each $200.00 $1,580.00 80% $316.00 2439 ft $2.00 $4,877.40 80% $975.48 2 Lanes $2,000.00 $17,348.48 0% $17,348.48 2 Lanes $150.00 $1,301.14 0% $1,301.14 2 Lanes $100.00 $1,117.42 0% $1,117.42 cost sum proj mgmt contingency Total $919,393.43 $45,969.67 $45,969.67 $1,011,340 $200,640.32 $10,032.02 $10,032.02 $220,710 I:\DEPT\Community Development\Engineering Division\Emily Cox\Road Bond Red uctions\SUB201400092\RP_bondred uction_5Nov2014-OTV-road-sub201400092-110514.xlsx 6/2/2017 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Bond Reduction Request Date: June 2, 2017. Bill Ledbetter Roudabush, Gale & Associates, Inc. 914 Monticello Rd. Charlottesville, VA 22902 Fax (434) 972-4126 Re: Bond reduction request for Old Trail Village Blocks 28&29B Ashlar Avenue Public Road Plans- SUB201400092 Dear Mr. Ledbetter: We received your bond inspection request for Old Trail Village Blocks 28&29B Ashlar Avenue Public Road Plans. This bond is currently valued at $1,011,340.00. The new bond amount is $220,710.00. 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