HomeMy WebLinkAboutSUB201000060 Bond Reduction 2017-08-30COUNTY 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
30t' August, 2017
Charles William Hurt
Pantops-Lakeridge, LLC
195 Riverbend Drive
Charlottesville, VA 22911
CAHBuild a,ntelos.net
Re: Bond reduction request for Pavilions at Pantops Phase III — SUB2010-000060
Thank you for the documentation regarding bond inspection of Pavilions at Pantops Phase III.
This bond can now be reduced to $239,440.
For final bond release all the items above, as well as following will be required:
a. Repair issues noted in the attached punch list.
b. Replace guardrail with type that meets VDOT GRIT manual requirements.
c. Correct easements to align with installed location of stormsewer infrastructure.
d. Address remaining missing items in the attached punch list
Ensure final As-builts are submitted according to Albemarle County's as -built road plan policy.
See attached punchlist for more information.
Please contact me if you have any further questions.
Sincerely,
Bobby Jocz, EIT
Civil Engineer 1
(434) 296-5832 ext: 3283
County of Albemarle
Department of Community Development
401 McIntire Rd.
Charlottesville, VA 22902
Copy: Ana Kilmer, File
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902
Subdivision Bond Inspection
Bond Title: Pavilions at Pantops Phase III
File Number: SUB2010-000060
Date of inspection: 8/24/2017
Reviewer: Bobby Jocz Original Bond Amount: $399,299 recalculated to $870,350
[20%=$174,070]
Phone: (434) 296-5832 Current Bond Amount: $870,350
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
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Completed inspection request and fee
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As -built plan, updated, sealed to current date, per As -built policy
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■
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Copies of recorded plats for right-of-way, easements
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■
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■
VDOT approval AM-4.3, or partial completion via punchlist
❑
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■
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■
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Letter from P.E. certifying improvements are built to plan
■
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❑
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Current certification form completed by owner/developer
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■
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■
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CBR test reports for each road
■
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■
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Stone depth and material inspection reports (or core tests)
■
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■
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Pavement depth and material inspection reports (or core tests)
■
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■
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Compaction test reports for fill areas under road
■
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■
Pipe trench inspection reports
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■
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■
Pipe interior inspections reports and video
■
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■
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Concrete test reports for structural concrete, curbing, aprons, etc.
■
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■
Structural inspection reports for any bridges or box culverts
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■
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county road name signs and posts, or a sign agreement for alt. posts
❑
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■
Updated bond amount based on completed work: $239,440
Checklist Items
- Winthrop Drive 10+00 to 17+64
o
Aggregate Base
o
Asphalt Base
o
Asphalt Surface
o
Curb CG-6
o
Sidewalk, Concrete 4`
o
Ramp CG-12
o
Drop inlet or grate
o
Manhole top
o
Manhole structure
Unit
Notes Completed
Repair/partial
Not Built
695.2 ton
Field Check (FC)
■
❑
❑
365 tons
FC, complete on asbuilt
■
❑
❑
243.3 tons
FC, complete on asbuilt
❑
■
❑
1528.Oft
FC, complete on asbuilt
❑
■
❑
1568.0ft
FC, complete per asbuilt
❑
■
❑
2
Not complete per asbuilt
■
❑
❑
9
❑
■
❑
3
■
❑
❑
72ft
■
❑
❑
o
Pipe 15"
275 ft
■
❑
❑
o
Pipe IF
72 ft
■
❑
❑
o
Pipe 24"
458 ft
■
❑
❑
o
Pipe 36"
306 ft
■
❑
❑
o
Street Name Sign
1
Not complete per asbuilt
■
❑
❑
o
Traffic Control Sign
2
Not complete per asbuilt
■
❑
❑
o
Clear and Grub
0.5 Acre
■
❑
❑
o
Grading
■
❑
❑
o
As -built drawings
2
❑
■
❑
o
Survey and layout
2
❑
■
❑
o
Mobilization
1
■
❑
❑
o
CBR tests
3
■
❑
❑
o
Stone Depth Inspections
3
■
❑
❑
o
Pavement Inspections
3
■
❑
❑
o
Compaction Testing
3
■
❑
❑
o
Materials Testing
3
■
❑
❑
o
Pipe video inspection
820 ft
■
❑
❑
Kempton Place 10+00 to 12+30
o
Aggregate Base
209.3 ton
FC, complete on asbuilt
■
❑
❑
o
Asphalt Base
109.9 tons
FC, complete on asbuilt
■
❑
❑
o
Asphalt Surface
73.3 tons
FC, complete on asbuilt
■
❑
❑
o
Curb CG-6
460ft
FC, complete on asbuilt
❑
■
❑
o
Sidewalk, Concrete 4'
460ft
FC, partially comp. asbuilt
■
❑
❑
o
Street Name Sign
1
FC needed
■
❑
❑
o
Traffic Control Sign
2
FC, only 1 shown on asbuilt ■
❑
❑
o
Drop inlet/grate
2
❑
■
❑
o
Manhole top
1
■
❑
❑
o
Manhole structure
30 ft
■
❑
❑
o
Pipe 15"
52 ft
■
❑
❑
o
Clear and Grub
0.2 Acre
■
❑
❑
o
Grading
■
❑
❑
o
As -built drawings
2
❑
■
❑
o
Survey and layout
2
❑
■
❑
o
Mobilization
1
■
❑
❑
o
CBR tests
3
■
❑
❑
o
Stone Depth Inspections
3
■
❑
❑
o
Pavement Inspections
3
■
❑
❑
o
Compaction Testing
3
■
❑
❑
o
Materials Testing
3
■
❑
❑
o
Pipe video inspection
820 ft
0
❑
❑
- Newcastle Court 10+00 to 11+96
o
Aggregate Base
178.4 tons
FC, complete on asbuilt
■
❑
❑
o
Asphalt Base
93.6 tons
FC, complete on asbuilt
■
❑
❑
o
Asphalt Surface
62.4 tons
FC, complete on asbuilt
■
❑
❑
o
Curb CG-6
392ft
FC, complete on asbuilt
■
❑
❑
o
Sidewalk, Concrete 4'
19611
FC, complete on asbuilt
■
❑
❑
o
Street Name Sign
1
Not complete per asbuilt
■
❑
❑
o
Drop inlet//grate
2
❑
■
❑
o
Standard manhole top
1
■
❑
❑
o
Manhole structure
30 ft
■
❑
❑
o
Pipe 15"
152 ft
■
❑
❑
o
Traffic Control Sign
2
FC, complete on asbuilt
■
❑
❑
o
Clear and Grub
0.1 Acre
■
❑
❑
o
Grading
■
❑
❑
o
As -built drawings
2
❑
■
❑
o
Survey and layout
2
❑
■
❑
o
Mobilization
1
■
❑
❑
o
CBR tests
3
■
❑
❑
o
Stone Depth Inspections
3
■
❑
❑
o
Pavement Inspections
3
■
❑
❑
o
Compaction Testing
3
■
❑
❑
o
Materials Testing
3
■
❑
❑
o
Pipe video inspection
820 ft
■
❑
❑
- Whittington Place 10+00 to 17+84
o
Aggregate Base
713.4 tons
FC, complete on asbuilt
■
❑
❑
o
Asphalt Base
374.6 tons
FC, complete on asbuilt
■
❑
❑
o
Asphalt Surface
249.7 tons
FC, complete on asbuilt
■
❑
❑
o
Curb CG-6
1568.Oft
FC, complete on asbuilt
❑
■
❑
o
Sidewalk, Concrete 4'
1568.Oft
FC, partially comp. asbuilt
❑
■
❑
o
Ramp CG-12
6
Not complete per asbuilt
■
❑
❑
o
Street Name Sign
1
Not complete per asbuilt
■
❑
❑
o
Traffic Control Sign
2
FC needed, only one shown
■
❑
❑
o
Guardrail
750 ft
❑
❑
■
o
Drop inlet/grate
10
❑
■
❑
o
Manhole
2
■
❑
❑
o
Manhole Structure rise
72 ft
■
❑
❑
o
Pipe 15"
777 ft
❑
❑
❑
o
Pipe 24"
42 ft
■
❑
❑
o
Pipe and Drainage video
820 ft
❑
■
❑
o
Clear and Grub
0.5 Acre
■
❑
❑
o
Grading
■
❑
❑
o
CBR tests
3
■
❑
❑
o
Stone Depth Inspections
3
■
❑
❑
o
Pavement Inspections
3
■
❑
❑
o Compaction Testing
3
■
❑ ❑
o Materials Testing
3
■
❑ ❑
o As -built drawings
2
❑
■ ❑
o Survey and layout
2
❑
■ ❑
o Mobilization
I
■
❑ ❑
Notes:
- As -Built Notes:
o Storm sewer segments 2-FES, SDMH 2A, and SDMH 6, were constructed outside of the
recorded easement; this must be corrected prior to final release/reduction.
- Inspection Notes
o The following items must be repaired prior to final bond release:
f
Parge anchor holes on all drop inlets.
Repair cracks in curbing along Winthrop Drive
i,46i
Complete striping and asphalt markings (i.e. NO PARKING) on Winthrop Drive
41
r.
Repair damaged sidewalks along Whittington drive
Repair damaged sidewalks along Whittington drive
Repair damaged curbing near entrance on Whittington drive
Repair curbing adjacent to dumpster area on Whittington drive
r
Repair curbing adjacent to dumpster area on Whittington drive
Current guardrail does not meet VDOT standards. Replaee guardrail with type that meets VDOT GRIT
manual requirements.
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