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Home My WebLink AboutSUB201400066 Bond Reduction 2016-06-21Subdivision Name - Briarwood Commercial Lots, Road Plan Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer, entrance corridor/road-site mitigation plantings + retaining walls) Plan # SUB201400066 5 Item No. Unit Unit Cost Cost 6 installed % compete cost remaining 7 Road Name, Briarwood Drive, widening -public RW; Boulderview Road (pvt.) 8 Briarwood Dr. station 5+00 to 3+00 road length 250.0 ft 9 6lane aggregate base 8.0 in d 250.0 ft L 38.0 ft W 443.3 ton $25.00 $11,083.33 Note: original 90% $1,108.33 10 blotted or prime&double seal 250.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 portion Bria woo 90% $0.00 11 6lane x 12'w lane asphalt base 5.5 in d 250.0 ft L 38.0 ft W 320.0 tons $84.58 $27,068.24 bond, 20% 90% $2,706.82 12 - Ex, 34'w asphalt surface 2.5 in d 250.0 ftL 38.0 ftW 145.5 tons $91.34 $13,287.12 remains J 90% $1,328.71 13 Briarwood Dr. station 3+00 to 4+00 road length 100.0 ft 14 5lane • 121 w lane aggregate base 8.0 in d 100.0 ft L 26.0 ft W 121.3 ton $25.00 $3,033.33 90% $303.33 15 blotted or prime&double seal 100.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 90% $0.00 16 5lane x 12' w lane asphalt base 5.5 in d 100.0 ft L 26.0 ft W 87.6 tons $84.58 $7,408.15 90% $740.82 17 - Ex, MW asphalt surface 2.5 in d 100.0 ft L 26.0 ft W 39.8 tons $91.34 $3,636.47 90% $363.65 18 U.B. 29 paved shoulder, S of Briarwood Dr. road length 355.0 ft 19 (paved shoulder) aggregate base 6.0 in d 355.0 ft L 6.0 ft W 74.6 ton $25.00 $1,863.75 90% $186.38 20 blotted or prime&double seal 355.0 ft L 0.0 ft w 0.0 sy $10.00 $0.00 90%_ $0.00 21 asphalt base 0.0 in d 355.0 ft L 6.0 ft W 0.0 tons $84.58 $0.00 90% $0.00 22 asphalt surface 2.0 in d 355.0 ft L 6.0 ft W 26.1 tons $91.34 $2,383.29 90% $238.33 23 U.B. 29 NA -200'S of Briarwood Drive road length 200.0 ft 24 (taper to tum lane) aggregate base 6.0 in d 200.0 ft L 6.0 ft W, AVE 42.0 ton $25.00 $1,050.00 90% $105.00 25 blotted or prime&double seal 200.0 ft L 0.0 ft W, AVE 0.0 sy $10.00 $0.00 90%_ $0.00 26 width=Ave asphalt base 6.0 in d 200.0 ft L 6.0 ft W, AVE 44.1 tons $84.58 $3,729.98 90% $373.00 27 asphalt surface 2.0 in d 200.0 ft L 6.0 ft W, AVE 14.7 tons $91.34 $1,342.70 90% $134.27 28 U.B. 29 NA -200'S of Briarwood Drive road length 200.0 ft 29 (turn lane) aggregate base 6.0 in d 200.0 ftL 12.0 ft W 84.0 ton $25.00 $2,100.00 90% $210.00 30 blotted or prime&double seal 200.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 90% $0.00 31 -onto Boulderview asphalt base 6.0 in d 200.0 ft L 12.0 ft W 88.2 tons $84.58 $7,459.96 90% $746.00 32 asphalt surface 2.0 in d 200.0 ft L 12.0 ft W 29.4 tons $91.34 $2,685.40 90% $268.54 33 Elm Tree court station 10+00 to 11+75 road length 175.0 ft 34 aggregate base 8.0 in d 175.0 ft L 24.0 ft W 196.0 ton $25.00 $4,900.00 0% $4,900.00 35 blotted or prime&double seal 175.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 36 asphalt base 5.0 in d 175.0 ft L 24.0 ft W 128.6 tons $84.58 $10,879.10 0% $10,879.10 37 asphalt surface 2.0 in d 175.0 ft L 24.0 ft W 51.5 tons $91.34 $4,699.44 0% $4,699.44 38 Elm Tree court NA - 46' R, temp turnaround road length 6648.0 ft 39 temp turnaround aggregate base 8.0 in d 6648.0 ft L 1.0 ft w 310.2 ton $25.00 $7,756.00 0% $7,756.00 40 blotted or prime&double seal 6648.0 ft L 1.0 ft Wscoff 738.7 sy $10.00 $7,386.67 0% $7,386.67 41 46'R; L=6648, asphalt base 5.0 in d 6648.0 ft L 1.0 ftW Collins, to/1o,5 203.6 tons $84.58 $17,220.07 0% $17,220.07 42 = Equivalent Area asphalt surface 2.0 in d 6648.0 ft L 1.0 ft W 81.4 tons $91.34 $7,438.55 0% $7,438.55 43 Boulderview Dr./ sta. 10+00 -12+72.98 (Drive); 16+11.84 -25+01.47 (Road) road length 1162.6 ft 44 Boulderview Rd. aggregate base 8.0 in d 1162.6 ftL 24.0 ftW 1302.1 ton $25.00 $32,553.08 100% $0.00 45 blotted or prime&double seal 1162.6 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 46 asphalt base 5.0 in d 1162.6 ftL 24.0 ftW 854.5 tons $84.58 $72,275.16 100% $0.00 47 asphalt surface 2.0 in d 1162.6 ft L 24.0 ftW 341.8 tons $91.34 $31,220.68 0% $31,220.68 48 curb CG -2 615.0 ft $13.00 $7,995.00 80% $1,599.00 49 curb CG -6 3210.0 ft $15.00 $48,150.00 80% $9,630.00 50 sidewalk, concrete (5') 2920.0 ft $17.00 $49,640.00 80% $9,928.00 51 ramp CG -12 10 ft $350.00 $3,500.00 100% $0.00 52 street name sign 3 each $200.00 $600.00 100% $0.00 53 traffic control sign 3 each $200.00 $600.00 100% $0.00 C:\Users\janderson2\Documents\PROJ comments\bonds\briarwood road-sub201400066-redux_062116jea_insp061616.xlsx 6/21/2016 Subdivision Name - Briarwood Commercial Lots, Road Plan Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer, entrance corridor/road-site mitigation plantings + retaining walls) Plan # SUB201400066 5 Item No. Unit Unit Cost Cost 6 installed % compete cost remaining 7 Road Name, Briarwood Drive, widening -public RW; Boulderview Road (pvt.) 54 Pavemen stop bar (16', 24') 40 ft 40 ft $16.00 $640.00 100% $0.00 55 Miscel. tubular delineators, Briarwood Drive 8 Each 8 each $100.00 $800.00 0% $800.00 56 el -single / pavement marking, Arrow 18 Each 18 each $330.00 $5,940.00 100% $0.00 57 Briarwood Rd Street Landscape -trees 49 Each 49 each $150.00 $7,350.00 90% $735.00 58 Boulderview Rd Street Landscape -trees 15 Each 15 each $150.00 $2,250.00 90% $225.00 59 Boulderview Dr Street Landscape -trees 7 Each 7 each $150.00 $1,050.00 90% $105.00 60 Outfall Area Entr.CorridorLandscape -trees 9 Each 9 each $150.00 $1,350.00 90% $135.00 61 SWM basin Entr.CorridorLandscape -trees 11 Each 11 each $150.00 $1,650.00 90% $165.00 62 ref. SDP2013-35 Mitigation Area Landscaping -trees 165 Each 165 each $150.00 $24,750.00 90% $2,475.00 63 Briarwood Rd Street Landscape -shrubs & grasses (VDOT bid tab- 20 122 Each 122 each $29.52 $3,601.44 90% $360.14 64 Boulderview Rd Street Landscape -shrubs & grasses 0 Each 0 each $29.52 $0.00 90% $0.00 65 Boulderview Dr Street Landscape -shrubs & grasses 0 Each 0 each $29.52 $0.00 90% $0.00 66 Outfall Area Street Landscape-shrubs&grasses 54 Each 54 each $29.52 $1,594.08 90% $159.41 67 SWM basin Street Landscape -shrubs & grasses 124 Each 124 each $29.52 $3,660.48 90% $366.05 68 ref. SDP2013-35 Mitigation Area Landscaping -shrubs & grasses 90 Each 90 each $29.52 $2,656.80 90% $265.68 69 guardrail -Future, Rte. 29 Median -Present, only relocation 0 ES @ 3000 0.0 ft $17.00 $0.00 0% $0.00 70 drop inlet or grate 26 each $3,500.00 $91,000.00 100% $0.00 71 standard manhole frame top (not inlet) 3 each $500.00 $1,500.00 67% $500.00 72 manhole structure (per ft. rise) 30 ft $450.00 $13,500.00 100% $0.00 73 pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES -1,2 0 ECA 1460.0 ft $35.00 $51,100.00 90% $5,110.00 74 pipe, rcp, cmp (15 to 48") 18.0 in d 1 ES -1,2 0 ECA 350.0 ft $40.00 $14,500.00 90% $1,450.00 75 pipe, rcp, cmp (15 to 48") 24.0 in d 1 ES -1,2 1 ECA 90.0 ft $50.00 $5,500.00 90% $550.00 76 rip -rap, placed 1.0 ft d 24.0 ft L 6.0 ft W 10.8 ton $60.00 $648.00 90% $64.80 77 matting, EC -2 or 3 24.0 ft L 6.0 ft W 144.0 sy $2.00 $288.00 90% $28.80 78 clear and grub (for wooded sites) 0.0 ft L 0.0 ft W 0.0 acre $24,000.00 $0.00 100% $0.00 79 cut grading Scott 2277.7 cy $4.00 $9,110.80 92% $728.86 80 fill grading Collins, 10/10/15 2722.3 cy $9.00 $24,500.61 90% $2,450.06 81 Wall 1 retaining wall -block Allied concrete, 10/10/14; 7A 1050.0 sf/block $5.00 $5,250.00 100% $0.00 82 Wall retaining wall -block Charlottesville, VA 1086.0 sf/block $5.00 $5,430.00 100% $0.00 83 Wall 3 retaining wall -block 2600.0 sf/block $5.00 $13,000.00 100% $0.00 84 All walls geogrid -tel. Allied, 10/10/14 4000.0 Isum $4,000.00 100% $0.00 85 All walls Installation = Material $ -estimate 27680.0 Isum $27,680.00 100% $0.00 86 as -built drawings (1 k + price per 0.1 mi.) 2087.6 ft L 0.39538 mi. 4 Isum $2,000.00 $9,000.00 80% $1,800.00 87 survey and layout (price per 0.1 mi.) 2087.6 ft L 0.39538 mi. 4 Isum $2,000.00 $9,000.00 80% $1,800.00 88 mobilization 2087.6 1 Isum $500.00 $500.00 0% $500.00 89 materials testing 2087.6 ft L 4.17522 inc of 500' 5 each $200.00 $1,040.00 80% $208.00 90 compaction testing 2087.6 ft L 4.17522 inc of 500' 5 each $200.00 $1,040.00 80% $208.00 91 CBR tests (1 every 0.1 mi. per road) 2087.6 ft L 4.17522 inc of 500' 5 each $200.00 $1,040.00 80% $208.00 92 stone depth inspections 2087.6 ft L 4.17522 inc of 500' 5 each $200.00 $1,040.00 80% $208.00 93 pavement inspections 2087.6 ft L 4.17522 inc of 500' 5 each $200.00 $1,040.00 80% $208.00 94 pipe and drainage video inspections 1900 ft $2.00 $3,800.00 80% $760.00 95 VDOT surety (1 lane) 750.0 ft L 0.14205 mi. 2 Lanes $2,000.00 $5,681.82 0% $5,681.82 96 VDOT maintenance fee (1 In rd, 1 yr) 750.0 ft L 0.14205 mi. 2 Lanes $150.00 $426.14 0% $426.14 97 VDOT admin. Cost recovery fee(1 lane) 750.0 ft L 0.14205 mi. 2 Lanes $100.00 $534.09 0% $534.09 98 99 cost sum $753,387.72 $150,686.53 C:\Users\janderson2\Documents\PROJ comments\bonds\briarwood road-sub201400066-redux_062116jea_insp061616.xlsx 6/21/2016 1 Subdivision Name - Briarwood Commercial Lots, Road Plan 2 Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer, entrance corridor/road-site mitigation plantings + retaining walls) 3 Plan # SUB201400066 4 5 Item No. Unit Unit Cost Cost 6 installed % compete cost remaining 7 Road Name, Briarwood Drive, widening -public RW; Boulderview Road (pvt.) 100 proj mgmt $37,669.39 $0.00 101 contingency $37,669.39 $15,068.65 102 ja -10/10/14; rev 10/20/14 103 ja-070515_reduction Total $828,730 $165,760 (revised, GEB, 14 July 2015) (revised, JEA, 14 Jun 2016) briarwood road-sub201400066-redux_061416jea C:\Users\janderson2\Documents\PROJ comments\bonds\briarwood road-sub201400066-redux_062116jea_insp061616.xlsx 6/21/2016 �RGICn4' COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 Subdivision Bond Inspection Bond Title: Briarwood Commercial Lots, Road Plan (Briarwood Drive, U.S. Rte. 29 turn/taper; Boulderview Rd./Dr.) File Number: SUB2014-00066 Date of inspection: 16 Jun 2016 Reviewer: John Anderson Original Bond Amount: $828,730 Phone:/New(434) 872-4501-0069 Current Bond Amount: $381,630 Your bond inspection request has been processed. This list contains an update on the items received and approved. Received Y N Approved Y N N/A VDOT ■ ❑ Completed inspection request and fee ■ ❑ ❑ ❑ ■ ❑ As -built plan, updated, sealed to current date, per As -built policy ❑ ■ ❑ ❑ Update required, read below ■ ❑ Copies of recorded plats for right-of-way, easements ❑ ❑ ❑ ❑ ■ ❑ VDOT approval AM -4.3, or partial completion via punchlist ■ ❑ ❑ ■ (June 30, 2015 11:17 PM NDOT email) ■ ❑ Letter from P.E. certifying improvements to date are built to plan ❑ ■ ❑ ❑ Update required, read below ❑ ❑ Current certification form completed by owner/developer (for bond release) ❑ ❑ ■ ❑ ■ ❑ CBR test reports for each road (ON FILE) ■ ❑ ❑ ■ (VDOT: 7/1/15 road inspection and punch list / June 30, 2015 11:17 PM) Also, 6/1/16, Alb. County BOS recommended 0.25 Mi. section of Briarwood Drive for acceptance into VDOT system ■ ❑ 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 (NiORa111i dee�stoFm iine seetionc ) ■ ❑ ❑ ■ ■ ❑ Concrete test reports for structural concrete, curbing, aprons, etc. ■ ❑ E] E]❑ ElStructural 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: $165,760 Please refer to on-line content at http://www.albemarle.org/deptforms.asp?department=cdengmTo for checklists and procedures. Recommend bond reduction to $165,760 Additional Reduction or release depends on: 1. Updated As -built —to reflect As -built pavement design for Boulderview Road /Drive, and additional items. In 2015, portion of 8" depth (21A) base stone was removed and replaced with additional BM -25 to provide depth of pavement section (Dp) equivalent to design pavement section (Dr). Please revise As -built to show: a. Boulderview Road/ Boulderview Drive Actual (As -built) depth: i. Base (21A stone) ii. BM -25 (base asphalt) iii. Sm -9.5A (surface =none) b. curb /gutter —show unbuilt sections of CG in vicinity of gas station, as of this date c. Elm Tree Court (N) improvements (base, storm inlets); no walks, asphalt, or CG, as of 16 Jun 2016 bond reduction inspection d. Street landscaping —qty./type (species) of shrubs /trees verified alive; compare with ROAD Plan and SDP2013-00035 Minor Amendment #3 plant schedules ( .qty /type) In connection with #l.a., please provide: a. PE -seal letter (Scott Collins or Peter Fanara) stating removal of stone /replacement with additional BM -25 consistent with 2015 Peter Fanara letter to ULC. Specify approx. date work complete. Depth stone removal /replacement was not inspected by county. PE -certification is required for eventual release of Boulderview Dr./Road private road portion of ROAD Plan bond. This item was briefly discussed with Ms. Harrell during telephone call (wk. of 6/13/16). b. Copy (email .PDF) of Geo -Terrain letter (2015) specifying Additional BM -25 depth, for ROAD Plan file. Letter read to reviewer by Ms. Harrell on 6/14/16. (Related email: Hunter Wood to J. Anderson, 7/6/2015 1:34 PM.) Please contact reviewer at 434.872-40510069, if any questions. (new teL #) VDOT Acceptance: 1 -Jun 2016, a 0.05 Mi. section of Briarwood Drive (7 -lane) extending north from Seminole Trail Drive (U.S. Rt. 29) to end of 7 -lane section, and an additional 0.20 Mi. section from end of 7 -lane section, extending north, were recommended by County board of supervisors for acceptance into VDOT secondary road system. Acceptance process is not yet complete. Portion of public road bond for Briarwood Drive is eligible for release once VDOT acceptance process is complete. Please note that public road portion of bond has been reduced 90% from the original bond amount. Note: Albemarle County As -built road plan policy – Applies http://www.albemarle.org/upload/images/forms center/departments/Community Development/forms/En ing eering�a nd WPO _Forms/Road _Inspections _&_ Acceptance - As-bulit Road Plans 11-01-1l.pdf File: BIR checklist_sub201400066_Briarwood commercial road plan_062116redux2 jea