HomeMy WebLinkAboutSUB201200008 Review Comments Bond Inspection 2013-12-20�IRCINI�
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902
Subdivision Bond Inspection
Project: Old Trail Village Phase 9 Block 11 Final Site Plan
Number: SUB2012 -00008
Date: December 20, 2013
Reviewer: Michael Koslow Original Bond Amount: $ 424,890
Phone: (434) 296 -5832 ext. 3297 Current Bond Amount: $ 424,890
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
x
❑
1. Completed inspection request and fee
x
❑
x
❑
2. As -built plan, updated to current date, per As -built policy
❑
x ❑
❑
x
3. Copies of recorded plats for right -of -way, easements
❑
❑ ❑
•
❑
4. VDOT approval AM -4.3, or partial completion via punchlist
x
❑ ❑
•
❑
5. Letter from P.E. certifying improvements are built to plan
❑
❑ x
❑
x
6. Current certification form completed by owner /developer
❑
❑ x
❑
x
7. CBR test reports for each road
❑
❑ ❑
X
❑
8. Stone depth and material inspection reports (or core tests)
❑
x ❑
❑
x
9. Pavement depth and material inspection reports (or core tests)
❑
❑ ❑
•
❑
10. Compaction test reports for fill areas under road
x
❑ ❑
•
❑
11. Pipe trench inspection reports
x
❑ ❑
❑
x
12. Pipe interior inspections reports and video
❑
❑ ❑
❑
x
13. Concrete test reports for struct. concrete, curbing, aprons, etc.
❑
❑ x
❑
x
14. Structural inspection reports for any bridges or box culverts
❑
❑ x
Updated bond amount based on completed work: $201,150
Review notes (see above numbering):
1) Another inspection request and fee will be required for further reduction or release of this bond.
2a) Please display the constructed edges of pavement and width measurements at every station.
2b) Please show and label constructed edge of pavement radii for all intersections and cul -de -sacs.
5) Please provide certification letter upon completion of all items identified in VDOT punchlist and below.
Engineer certification letter is not required for a bond reduction, only when requesting a bond release.
7) CBR tests for Glen Valley Drive, Claremont Lane, and Wheatfield Place were provided and acceptable.
8) Stone depth certifications for Glen Valley Drive, Claremont Lane, and Wheatfield Place were provided
and acceptable.
12) Exhibit with DVD provided indicates drainage structures for Block 11 were not included.
Additional punch list items based on field inspection on 12/19/2013:
1. Several street trees on approved road plans are missing (some inaccurately shown on as -built plans).
2. Sidewalk is cracked at NW corner of Glen Valley Drive and Claremont Lane.
3. Curb is cracked at NW corner of Wheatfield Way and Claremont Lane.
4. There are alligator cracks in the asphalt of Wheatfield Way between Wheatfield Lane and Claremont Ln.
Old Trail Village Block 11
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Summary Total
Road
Glen Valley Drive
Claremont Lane
Wheatfield Way
Wheatfield Lane
Wheatfield Place
Wheatfield Court
Grand Total
Total
$74,400
$48,870
$24,480
$14,150
$12,800
$26,450
$ 201,150
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200008 Old Trail Village Block 11 Final Plat \2013- 12f28422013
E2_BE_RD_MAK_SUB- 2012 -00008 Old Trail Village Block 11 Page 1 of 7
Old Trail Village Block 11
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item Item No. Unit Unit Cost
Number installed
Glen Valley Drive 10 +12 to 14 +42 road length 430.0 ft
1 aggregate base 8.0 in d 430.0 ft L 32.0 ft W
2 asphalt base 3.0 in d 430.0 ft L 32.0 ft W
3 asphalt surface 2.0 in d 430.0 ft L 32.0 ft W
4
curb CG -6
5
sidewalk, concrete 5' width
6
ramp CG -12
7
street name sign
8
traffic control sign
9
Street Landscape
10
manhole or drop inlet
11
pipe, rcp (15 to 48 ") 15.0 in d
12
pipe, rcp (15 to 48 ") 24.0 in d
13
clear and grub (for wooded sites)
14
grading (per cy for cut or import only;
15
CBR tests (1 every 0.1 mi. per road)
16
as -built drawings (1 k + price per 0.1
17
survey and layout (price per 0.1 mi.)
18
mobilization
19
VDOT surety (1 lane)
20
VDOT maintenance fee (1 In rd, 1 yr)
21
VDOT admin. Cost recovery fee(1 lar
0 Each
0 ES -1,2 $250 0 EC -1 $200
0 ES -1,2 $250 0 EC -1 $200
430.0 ft L
61.0 ft W
0.0 cy fill
3434.0 cy cut
430.0 ft L
0.86 inc of 500'
430.0 ft L
0.0814 mi.
430.0 ft L
0.0814 mi.
430.0 ft L 0.0814 mi.
430.0 ft L 0.0814 mi.
430.0 ft L 0.0814 mi.
Cost % complete remaining
339.8 cy
$35.91
$12,200.53
80% $
192.6 tons
$73.50
$14,159.04
0% $
128.4 tons
$81.90
$10,518.14
0% $
860.0 ft
$13.83
$11,892.51
90% $
860.0 ft
$15.75
$13,545.00
50% $
4 each
$315.00
$1,260.00
50% $
2 each
$65.00
$130.00
100% $
4 each
$49.35
$197.40
75% $
14 each
$105.00
$1,470.00
0% $
7 each
$1,365.00
$9,555.00
100% $
80.0 ft
$23.10
$1,848.00
0% $
332.0 ft
$39.90
$13,246.80
0% $
0.6 acre
$10,500.00
$6,322.66
100% $
3434.0 cybal
$3.15
$21,634.20
100% $
2 each
$157.50
$299.25
100% $
1 each
$1,050.00
$2,050.00
0% $
1 Isum
$525.00
$1,525.00
100% $
1 Isum
$525.00
$525.00
0% $
2 Lanes
$2,000.00
$3,257.58
0% $
2 Lanes
$150.00
$244.32
0% $
2 Lanes
$100.00
$412.88
0% $
cost sum
proj mgmt
contingency
Total
$126,293.31
$18,944.00
$14,523.73
$159,770
12/20/2013
2,440.11
14,159.04
10,518.14
1,189.25
6,772.50
630.00
49.35
1,470.00
1,848.00
13, 246.80
2,050.00
525.00
3,257.58
244.32
412.88
$58,812.96
$8,821.94
$6,763.49
$74,400
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200008 Old Trail Village Block 11 Final Plat\ 2013- 12- 20- E2_BE_RD_MAK_SUB- 2012 -00008 Old Trail Village Block
11 Page 2 of 7
Old Trail Village Block 11
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item Item No. Unit Unit Cost
Number installed
Claremont Lane 30 +12 to 33 +69 road length 357.0 ft
1 aggregate base 6.0 in d 357.0 ft L 28.0 ft W
2 asphalt base 3.0 in d 357.0 ft L 28.0 ft W
3 asphalt surface 2.0 in d 357.0 ft L 28.0 ft W
4
curb CG -6
5
sidewalk, concrete 5' width
6
ramp CG -12
7
street name sign
8
traffic control sign
9
Street Landscape
10
manhole or drop inlet
11
pipe, rcp (15 to 48 ") 15.0 in d
12
pipe, rcp (15 to 48 ") 24.0 in d
13
rip -rap, placed
14
E &S fabric,EC -2,3
15
clear and grub (for wooded sites)
16
grading (per cy for cut or import only
17
CBR tests (1 every 0.1 mi. per road)
18
as -built drawings (1 k + price per 0.1
19
survey and layout (price per 0.1 mi.)
20
mobilization
21
VDOT surety (1 lane)
22
VDOT maintenance fee (1 In rd, 1 yr)
23
VDOT admin. Cost recovery fee(1 lar
0 Each
1 ES -1,2 $250 0 EC -1 $200
0 ES -1,2 $250 0 EC -1 $200
16 ft L
7ftW
357.0 ft L
53.0 ft W
0.0 cy fill
2309.0 cy cut
357.0 ft L
0.714 inc of 500'
357.0 ft L
0.06761 mi.
357.0 ft L
0.06761 mi.
357.0 ft L 0.06761 mi.
357.0 ft L 0.06761 mi.
357.0 ft L 0.06761 mi.
12/20/2013
Cost % complete remaining
185.1 cy
$35.91
$6,647.34
80%
$
1,329.47
139.9 tons
$73.50
$10,285.88
0%
$
10,285.88
93.3 tons
$81.90
$7,640.94
0%
$
7,640.94
714.0 ft
$13.83
$9,873.55
90%
$
987.35
714.0 ft
$15.75
$11,245.50
50%
$
5,622.75
4 each
$315.00
$1,260.00
0%
$
1,260.00
1 each
$65.00
$65.00
100%
$
-
1 each
$49.35
$49.35
100%
$
-
10 each
$105.00
$1,050.00
30%
$
735.00
6 each
$1,365.00
$8,190.00
100%
$
-
393.0 ft
$23.10
$9,328.30
0%
$
9,328.30
36.0 ft
$39.90
$1,436.40
0%
$
1,436.40
12.4 ton
$31.50
$392.00
100%
$
-
12.4 sy
$10.50
$130.67
100%
$
-
0.4 acre
$10,500.00
$4,560.85
100%
$
-
2309.0 cy bal
$3.15
$14,546.70
100%
$
-
2 each
$157.50
$283.50
100%
$
-
1 each
$1,050.00
$2,050.00
0%
$
2,050.00
1 Isum
$525.00
$1,525.00
100%
$
-
1 Isum
$525.00
$525.00
0%
$
525.00
2 Lanes
$2,000.00
$2,704.55
0%
$
2,704.55
2 Lanes
$150.00
$202.84
0%
$
202.84
2 Lanes
$100.00
$385.23
0%
$
385.23
cost sum
$94,378.59
$38,626.10
proj mgmt
$14,156.79
$5,793.91
contingency
$10,853.54
$4,442.00
Total
$119,390
$48,870
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200008 Old Trail Village Block 11 Final Plat\ 2013- 12- 20- E2_BE_RD_MAK_SUB- 2012 -00008 Old Trail Village
Block 11 Page 3 of 7
12/20/2013
Old Trail Village Block 11
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item Item No. Unit Unit Cost Cost % complete remaining
Number installed
Wheatfield Way 10 +12 to 12 +80 road length 268.0 ft
1
aggregate base 5.0 in d
268.0 ft L
21.0 ft W
86.9 cy
$35.91
$3,118.85
0%
$
3,118.85
2
asphalt base 3.0 in d
268.0 ft L
21.0 ft W
78.8 tons
$73.50
$5,791.21
0%
$
5,791.21
3
asphalt surface 1.5 in d
268.0 ft L
21.0 ft W
39.4 tons
$81.90
$3,226.53
0%
$
3,226.53
4
curb CG -2
536.0 ft
$8.40
$4,502.40
90%
$
450.24
5
sidewalk, concrete 5' width
200.0 ft
$15.75
$3,150.00
100%
$
-
6
ramp CG -12
1 each
$315.00
$315.00
0%
$
315.00
7
street name sign
1 each
$65.00
$65.00
100%
$
-
8
traffic control sign
4 each
$49.35
$197.40
100%
$
-
9
Street Landscape
0 Each
7 each
$105.00
$735.00
0%
$
735.00
10
manhole or drop inlet
4 each
$1,365.00
$5,460.00
100%
$
-
11
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
125.0 ft
$23.10
$2,887.50
0%
$
2,887.50
12
clear and grub (for wooded sites)
268.0 ft L
24.0 ft W
0.1 acre
$10,500.00
$1,550.41
100%
$
-
13
grading (per cy for cut or import only;
153.0 cy fill
235.0 cy cut
235.0 cy bal
$3.15
$1,480.50
100%
$
-
14
CBR tests (1 every 0.1 mi. per road)
268.0 ft L
0.536 inc of 500'
2 each
$157.50
$252.00
0%
$
252.00
15
as -built drawings (1k + price per 0.1
268.0 ft L
0.051 mi.
1 Isum
$1,050.00
$2,050.00
0%
$
2,050.00
16
survey and layout (price per 0.1 mi.)
268.0 ft L
0.051 mi.
1 Isum
$525.00
$1,525.00
100%
$
-
17
mobilization
1 Isum
$525.00
$525.00
0%
$
525.00
cost sum
$36,831.81
$19,351.33
proj mgmt
$5,524.77
$2,902.70
contingency
$4,235.66
$2,225.40
Total
$46,600
$24,480
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200008 Old Trail Village Block 11 Final Plat\ 2013- 12- 20- E2_BE_RD_MAK_SUB- 2012 -00008 Old Trail Village Block
11 Page 4 of 7
12/20/2013
Old Trail Village Block 11
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item Item No. Unit Unit Cost Cost % complete remaining
Number installed
Wheatfield Lane 10 +12 to 11 +72 road length 160.0 ft
1
aggregate base 5.0 in d
160.0 ft L
20.0 ft W
49.4 cy
$35.91
$1,773.33
0%
$
1,773.33
2
asphalt base 3.0 in d
160.0 ft L
20.0 ft W
44.8 tons
$73.50
$3,292.80
0%
$
3,292.80
3
asphalt surface 1.5 in d
160.0 ft L
20.0 ft W
22.4 tons
$81.90
$1,834.56
0%
$
1,834.56
4
curb CG -2
320.0 ft
$8.40
$2,688.00
90%
$
268.80
5
street name sign
2 each
$65.00
$130.00
100%
$
-
6
traffic control sign
2 each
$49.35
$98.70
100%
$
-
7
Street Landscape
0 Each
7 each
$105.00
$735.00
0%
$
735.00
8
manhole or drop inlet
1 each
$1,365.00
$1,365.00
100%
$
-
9
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2
$250 0 EC -1 $200
21.0 ft
$23.10
$485.10
0%
$
485.10
10
clear and grub (for wooded sites)
160.0 ft L
23.0 ft W
0.1 acre
$10,500.00
$887.05
100%
$
-
11
grading (per cy for cut or import only
319.0 cy fill
0.0 cy cut
319.0 cy bal
$3.15
$1,004.85
100%
$
-
12
CBR tests (1 every 0.1 mi. per road)
160.0 ft L
0.32 inc of 500'
1 each
$157.50
$220.50
0%
$
220.50
13
as -built drawings (1k + price per 0.1
160.0 ft L
0.03 mi.
1 Isum
$1,050.00
$2,050.00
0%
$
2,050.00
14
survey and layout (price per 0.1 mi.)
160.0 ft L
0.03 mi.
1 Isum
$525.00
$1,525.00
100%
$
-
15
mobilization
1 Isum
$525.00
$525.00
0%
$
525.00
cost sum
proj mgmt
contingency
Total
$18,614.90
$2,792.23
$2,140.71
$23,550
$11,185.09
$1,677.76
$1,286.29
$14,150
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200008 Old Trail Village Block 11 Final Plat\ 2013- 12- 20- E2_BE_RD_MAK_SUB- 2012 -00008 Old Trail Village
Block 11 Page 5 of 7
12/20/2013
Old Trail Village Block 11
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item Item No. Unit Unit Cost Cost % complete remaining
Number installed
Wheatfield Place 10 +12 to 11 +80 road length 168.0 ft
1
aggregate base 5.0 in d
168.0 ft L
20.0 ft W
51.9 cy
$35.91
$1,862.00
90%
$
186.20
2
asphalt base 3.0 in d
168.0 ft L
20.0 ft W
47.0 tons
$73.50
$3,457.44
0%
$
3,457.44
3
asphalt surface 1.5 in d
168.0 ft L
20.0 ft W
23.5 tons
$81.90
$1,926.29
0%
$
1,926.29
4
curb CG -2
336.0 ft
$8.40
$2,822.40
90%
$
282.24
5
ramp CG -12
1 each
$315.00
$315.00
100%
$
-
6
traffic control sign
2 each
$49.35
$98.70
100%
$
-
7
manhole or drop inlet
3 each
$1,365.00
$4,095.00
100%
$
-
8
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
73.0 ft
$23.10
$1,686.30
0%
$
1,686.30
9
pipe, pvc (4 to 10 ") 12.0 in d
65.0 ft
$10.50
$682.50
100%
$
-
10
clear and grub (for wooded sites)
168.0 ft L
23.0 ft W
0.1 acre
$10,500.00
$931.40
100%
$
-
11
grading (per cy for cut or import only
0.0 cy fill
642.0 cy cut
642.0 cy bal
$3.15
$4,044.60
100%
$
-
12
CBR tests (1 every 0.1 mi. per road)
168.0 ft L
0.336 inc of 500'
1 each
$157.50
$220.50
100%
$
-
13
as -built drawings (1k + price per 0.1
168.0 ft L
0.032 mi.
1 Isum
$1,050.00
$2,050.00
0%
$
2,050.00
14
survey and layout (price per 0.1 mi.)
168.0 ft L
0.032 mi.
1 Isum
$525.00
$1,525.00
100%
$
-
15
mobilization
1 Isum
$525.00
$525.00
0%
$
525.00
cost sum
proj mgmt
contingency
Total
$26,242.13
$3,936.32
$3,017.85
$33,200
$10,113.47
$1,517.02
$1,163.05
$12,800
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200008 Old Trail Village Block 11 Final Plat\ 2013- 12- 20- E2_BE_RD_MAK_SUB- 2012 -00008 Old Trail Village
Block 11 Page 6 of 7
12/20/2013
Old Trail Village Block 11
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Item Item No. Unit Unit Cost Cost % complete remaining
Number installed
Wheatfield Court 10 +00 to 12 +52 road length 252.0 ft
1
aggregate base 5.0 in d
252.0 ft L
20.0 ft W
77.8 cy
$35.91
$2,793.00
0%
$
2,793.00
2
asphalt base 3.0 in d
252.0 ft L
20.0 ft W
70.6 tons
$73.50
$5,186.16
0%
$
5,186.16
3
asphalt surface 1.5 in d
252.0 ft L
20.0 ft W
35.3 tons
$81.90
$2,889.43
0%
$
2,889.43
4
curb CG -2
504.0 ft
$8.40
$4,233.60
90%
$
423.36
5
street name sign
2 each
$65.00
$130.00
100%
$
-
6
Street Landscape
0 Each
25 each
$105.00
$2,625.00
20%
$
2,100.00
7
manhole or drop inlet
3 each
$1,365.00
$4,095.00
100%
$
-
8
pipe, rcp (15 to 48 ") 15.0 in d
0 ES -1,2 $250 0 EC -1 $200
203.0 ft
$23.10
$4,689.30
0%
$
4,689.30
9
clear and grub (for wooded sites)
252.0 ft L
23.0 ft W
0.1 acre
$10,500.00
$1,397.11
100%
$
-
10
grading (per cy for cut or import only
251.0 cy fill
101.0 cy cut
251.0 cy bal
$3.15
$1,108.80
100%
$
-
11
CBR tests (1 every 0.1 mi. per road)
252.0 ft L
0.504 inc of 500'
2 each
$157.50
$252.00
0%
$
252.00
12
as -built drawings (1k + price per 0.1
252.0 ft L
0.048 mi.
1 Isum
$1,050.00
$2,050.00
0%
$
2,050.00
13
survey and layout (price per 0.1 mi.)
252.0 ft L
0.048 mi.
1 Isum
$525.00
$1,525.00
100%
$
-
14
mobilization
1 Isum
$525.00
$525.00
0%
$
525.00
cost sum
$33,499.40
$20,908.25
proj mgmt
$5,024.91
$3,136.24
contingency
$3,852.43
$2,404.45
Total
$42,380
$26,450
C:\ Users \mkoslow\ Documents \CurrentReviews \SUB201200008 Old Trail Village Block 11 Final Plat\ 2013- 12- 20- E2_BE_RD_MAK_SUB- 2012 -00008 Old Trail Village
Block 11 Page 7 of 7