HomeMy WebLinkAboutSUB201300035 Bond Reduction 2017-08-29COUNTY 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
29`" August, 2017
Alan R. Taylor
Riverbend Management
321 East Main St.
Charlottesville, VA 22902
al angriverbenddev. com
Re: Bond reduction request for Estes Park Phase I — SUB2013-00035
Thank you for the documentation regarding bond inspection of Estes Park Phase I. Unfortunately,
a reduction of the bond amount of $590,490 could not be processed at this time due to the
following missing items:
1. VDOT AM-4.3 or partial completion punch list
2. Pipe inspection video (the report was provided, but not the video).
These items will need to be provided to the County within 30 days. If not provided in the allotted
time period, resubmittal of the bond inspection request (including fees) will be required. If this
information cannot be provided in that timeframe, contact County staff to discuss timeline for
obtaining items.
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
�?RGTNIA
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902
Subdivision Bond Inspection
Bond Title: Estes Park Phase I
File Number: SUB2013-00035
Date of inspection: N/A
Reviewer: Bobby Jocz Original Bond Amount: $590,490 [20%=$118,098]
Phone: (434) 296-5832 Current Bond Amount: $590,490
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
V DOT
■
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Completed inspection request and fee
■
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❑
❑
■
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As -built plan, updated, sealed to current date, per As -built policy
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■
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■
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Copies of recorded plats for right-of-way, easements
■
❑
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❑
❑
■
VDOT approval AM-4.3, or partial completion via punchlist
❑
■
❑
❑
■
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Letter from P.E. certifying improvements are built to plan
■
❑
❑
❑
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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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■
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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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❑
❑
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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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■
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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
❑
❑
■
Updated bond amount based on completed work: N/A
Checklist Items
Unit Notes
Completed
Repair
Not Built
- Regent Street 10+00 to 13+10
o Aggregate Base
❑
❑
❑
o Asphalt Base
❑
❑
❑
o Asphalt Surface
❑
❑
❑
o Curb CG-6
720 ft
❑
❑
❑
o Sidewalk 6'
560 ft
❑
❑
❑
o Ramp CG-12
8
❑
❑
❑
o Traffic control sign
1
❑
❑
❑
o Street landscape
10
❑
❑
❑
o Drop inlet/grate
1
❑
❑
❑
o Standard manhole
I
❑
❑
0
o
Manhole structure
8ft
❑
❑
❑
o
Pipe 15"
128ft
❑
❑
❑
o
Clear and grub
❑
❑
❑
o
Fill grading
❑
❑
❑
o
As builts
❑
❑
❑
o
Survey and layout
❑
❑
❑
o
Materials testing
❑
❑
❑
o
Compaction testing
❑
❑
❑
o
CBR Tests
❑
❑
❑
o
Stone Depth inspections
❑
❑
❑
o
Pavement inspections
❑
❑
❑
o
Pipe and drainage video
❑
❑
❑
- Regent Street 10+00 to 13+10
o
Aggregate Base
❑
❑
❑
o
Asphalt Base
❑
❑
❑
o
Asphalt Surface
❑
❑
❑
o
Curb CG-6
1325 ft
❑
❑
❑
o
Sidewalk 6'
1362 ft
❑
❑
❑
o
Ramp CG-12
4
❑
❑
❑
o
Street Name Sign
1
❑
❑
❑
o
Traffic control sign
2
❑
❑
❑
o
Street landscape
25
❑
❑
❑
o
Drop inlet/grate
14
❑
❑
❑
o
Manhole structure
70ft
❑
❑
❑
o
Pipe 15"
504ft
❑
❑
❑
o
Pipe 18"
196ft
❑
❑
❑
o
Pipe 24"
85.3ft
❑
❑
❑
o
Pipe 8" Nyoplast
299ft
❑
❑
❑
o
Fill grading
❑
❑
❑
o
Cut grading
❑
❑
❑
o
As builts
❑
❑
❑
o
Survey and layout
❑
❑
❑
o
Materials testing
❑
❑
❑
o
Compaction testing
❑
❑
❑
o
CBR Tests
❑
❑
❑
o
Stone Depth inspections
❑
❑
❑
o
Pavement inspections
❑
❑
❑
o
Pipe and drainage video
❑
❑
❑
Decatur Drive 10+00 to 15+45
o
Aggregate Base
❑
❑
❑
o
Asphalt Base
❑
❑
❑
o
Asphalt Surface
❑
❑
❑
o
Curb CG-6
1010 ft
0
❑
0
o Sidewalk 6'
1040 ft
❑
❑
❑
o Ramp CG-12
2
❑
❑
❑
o Street Name Sign
l
❑
❑
❑
o Traffic control sign
3
❑
❑
❑
o Street landscape
15
❑
❑
❑
o Drop inlet/grate
8
❑
❑
❑
o Standard manhole
2
❑
❑
❑
o Manhole structure
63ft
❑
❑
❑
o Pipe 15"
156.5ft
❑
❑
❑
o Pipe 24"
485ft
❑
❑
❑
o Pipe 30"
132ft
❑
❑
❑
o Rip Rap
8.7 ton
❑
❑
❑
o Fill grading
❑
❑
❑
o cut grading
❑
❑
❑
o As builts
❑
❑
❑
o Survey and layout
❑
❑
❑
o Materials testing
❑
❑
❑
o Compaction testing
❑
❑
❑
o CBR Tests
❑
❑
❑
o Stone Depth inspections
❑
❑
❑
o Pavement inspections
❑
❑
❑
o Pipe and drainage video
❑
❑
❑
NOTES:
Submittal:
• Provide pipe inspection video for review.
• VDOT punch list required for bond reduction/release.
As -Built:
• Provide storm sewer as -built profiles
• Curb radii at intersections must be provided
Inspection:
• N/A, inspection will occur when proper documentation is provided
Please refer to on-line content at http://www.albemarle.org/deptforms.asp?department=cdengwpo for
checklists and procedures.