HomeMy WebLinkAboutSUB201500140 Bond Reduction 2017-06-26COUNTY 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
22nd June, 2017
AVON PROPERTIES LLC
PO Box 1467
Charlottesville, VA 22902
Re: Bond reduction request for Avinity Place, Phase II — SUB2015-00140
Thank you for the documentation regarding Avinity Place, Phase II. This bond is currently at the
original amount of $143,850. The bond can now be reduced to $37,500 as outlined in the
attached revised bond estimate sheet. The total bond can be released upon completion of the
following items:
o Provide Copies of recorded plats for right-of-way, easements.
o Provide Current certification form completed by owner/developer.
o Complete sidewalk and curb sections, install remaining signs.
o Repair damaged sidewalk and curb sections (see photos on the attached
checklist).
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
Subdivision Bond Inspection
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902
Bond Title: Avinity Phase II
File Number: SUB2015-00140
Date of inspection: 6/22/17
Reviewer: Bobby Jocz Original Bond Amount: $ 143,850 [20% = $28,770]
Phone: (434) 296-5832 ext. 3283 Current Bond Amount: $ 143,850
Your bond inspection request has been processed. This list contains an update on the items
received and approved.
Received
- Avinity
Approved
o
Aggregate Base
Y
N
o
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: $37,500
Checklist Items
- Avinity
Place 10+00 to 12+91
o
Aggregate Base
o
Blotted or prime double seal
o
Asphalt base
o
Asphalt Surface
o
Curb CG -6
o
Sidewalk, concrete 6'
o
Ramp CG -12
o
Street name sign
o
Traffic control sign
o
Drop inlet or grate
Unit
Notes Completed Repair Not built
169.8 tons
■
❑
❑
646.7 sy
■
❑
❑
89.1 tons
■
❑
❑
53.5 tons
■
❑
❑
480 ft
Partially Complete ❑
❑
■
245 ft
No sidewalk complete❑
❑
■
1
■
❑
❑
2
■
❑
❑
5
Only 2 installed ❑
❑
■
5
0
0
0
o
Manhole structure
25 ft
■
❑
❑
o
Pipe 15'
182 ft
■
❑
❑
o
As Built Drawings
1
■
❑
❑
o
Survey and layout
1
■
❑
❑
o
Materials Testing
2
■
❑
❑
o
Compaction testing
2
■
❑
❑
o
CBR tests
2
■
❑
❑
o
Stone depth inspections
2
■
❑
❑
o
Pavement Inspections
2
■
❑
❑
o
Pipe Video
182 ft
■
❑
❑
- Avinity
Lane 10+00 to 12+91
o
Aggregate Base
116.7 tons
■
❑
❑
o
Blotted or prime double seal
444.4 sy
■
❑
❑
o
Asphalt base
61.3 tons
■
❑
❑
o
Asphalt Surface
36.8 tons
■
❑
❑
o
Curb CG -6
435 ft
Needs Repairs ❑
■
■
o
Sidewalk, concrete 6'
150 ft
Needs Repairs ❑
■
■
o
Ramp CG -12
1
❑
❑
■
o
Traffic control sign
5
None Installed ❑
❑
■
o
Drop inlet or grate
1
■
❑
❑
o
Pipe 15'
34 ft
■
❑
❑
o
As Built Drawings
1
■
❑
❑
o
Survey and layout
1
■
❑
❑
o
Materials Testing
1
■
❑
❑
o
Compaction testing
1
■
❑
❑
o
CBR tests
1
■
❑
❑
o
Stone depth inspections
1
■
❑
❑
o
Pavement Inspections
1
■
❑
❑
o
Pipe Video
34 ft
■
❑
❑
NOTES:
• For complete bond release the following items must be addressed:
o Provide Copies of recorded plats for rightof-way, casements
o Provide Current certification form completed by owner/developer
o Complete sidewalk and curb sections, install renaining signs.
o Repair damaged sidewalk and curb sections (see Attached Photos).
Photo 2: Crack in sidewalk
Photo 3: Cracks below curb transition along gutter pan Will become worse with freezing/thawing
Photo 4: Cracks below curbtransition
�r
Photo 5: Damage from construction equipment
Please refer to on-line content athttp://www.albemarle.orWdeptforms.asp?department=cdengApcfor
checklists and procedures.
Avinity Phase II
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500140
Item
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
Avinity Place
Begin station
10+00.00
End station
12+91.00
road length 291.0 ft
aggregate base
5.0 in d
291.0 ft L
20,0 ft W
169.8 ton
$35.00
$5,941.25
80°%
$1,188.25
blotted or prime&double seal
291.0 ft L
20.0 ft W
646.7 sy
$10.00
$6,466.67
80%
$1,293.33
asphalt base
2.5 in d
291.0 ftL
20.0 ft W
89.1 tons
$100.00
$8,911.88
80%
$1,782.38
asphalt surface
1.5 in d
291.0 ftL
20.0 ft W
53.5 tons
$120.00
$6,416.55
80%
$1,283.31
curb CG -6
4800 ft
$15.00
$7,200.00
80%
$1,440.00
sidewalk, concrete (6')
245.0 ft
$17.00
$4,165.00
0%
$4,165.00
ramp CG -12
1 ft
$350.00
$350.00
80%
$70.00
street name sign
2 each
$200.00
$400.00
80%
$80.00
traffic control sign
5 each
$200.00
$1,000.00
0%
$1,000.00
drop inlet or grate
5 each
$3,500.00
$17,500.00
80%
$3,500.00
manhole structure (per ft. rise)
25 ft
$450.00
$11,250.00
80%
$2,250.00
pipe, rcp, cmp (15 to 48")
15.0 in d
0 ES -1,2
0 EC -1
182.0 ft
$35.00
$6,370.00
80%
$1,274.00
as -built drawings (1 k + price per 0.1 mi.)
291.0 ft L
0.0551 mi.
1 Isum
$2,000.00
$3,000.00
80%
$600.00
survey and layout (price per 0.1 mi.)
291.0ftL
0.0551 mi.
1 Isum
$2,000.00
$3,000.00
80%
$600.00
materials testing
291.0 ft L
0.582 inc of 500'
2 each
$200.00
$320.00
80%
$64.00
compaction testing
291.0 ft L
0.582 inc of 500'
2 each
$200.00
$320.00
80%
$64.00
CBR tests (1 every 0.1 mi. per road)
291.0 ft L
0.582 inc of 500'
2 each
$200.00
$320.00
80%
$64.00
stone depth inspections
291.0 ft L
0.582 inc of 500'
2 each
$200.00
$320.00
80%
$64.00
pavement inspections
291.0 ft L
0.582 inc of 500'
2 each
$200.00
$320.00
80%
$64.00
pipe and drainage video inspections
182 ft
$1.00
$182.00
80%
$36.40
Avinity Lane
Begin station
10+00.00
End station
12+00.00
road length 200.0 ft
aggregate base
5.0 in d
200.0 ft L
20.0 ft W
116.7 ton
$35.00
$4,083.33
80%
$816.67
blotted or prime&double seal
200.0 ft L
20.0 ft W
444.4 sy
$10.00
$4,444.44
80%
$888.89
asphalt base
2.5 in d
200.0 ft L
20.0 ft W
61.3 tons
$100.00
$6,125.00
80%
$1,225.00
asphalt surface
1.5 in d
200.0 ft L
20.0 ft W
36.8 tons
$120.00
$4,410.00
80%
$882.00
curb CG -6
435.0 ft
$15.00
$6,525.00
50%
$3,262.50
sidewalk, concrete (6')
150.0 ft
$17.00
$2,550.00
50%
$1,275.00
ramp CG -12
1 ft
$350.00
$350.00
0%
$350.00
traffic control sign
5 each
$200.00
$1,000.00
0%
$1,000.00
drop inlet or grate
1 each
$3,500.00
$3,500.00
80%
$700.00
manhole structure (per ft. rise)
12 ft
$450.00
$5,400.00
80%
$1,080.00
pipe, rcp, cmp (15 to 48")
15.0 in d
0 ES -1,2
0 EC -1
34.0 ft
$35.00
$1,190.00
80%
$238.00
as -built drawings (1 k + price per 0.1 mi.)
200.0 ft L
0.0379 mi.
1 Isum
$2,000.00
$3,000.00
80%
$600.00
survey and layout (price per 0.1 mi.)
200.0 ft L
0.0379 mi.
1 Isum
$2,000.00
$3,000.00
80%
$600.00
materials testing
200.0 ft L
0.4 inc of 500'
1 each
$200.00
$280.00
80%
$56.00
compaction testing
200.0 ft L
0.4 inc of 500'
1 each
$200.00
$280.00
80%
$56.00
C:\Users\rjocz\Desktop\Reviews\Bonds\Avinity Phase II\RP_bond_Reduction_6_22_17.xls 6/26/2017
Avinity Phase II
Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer)
Plan # SUB201500140
Item
CBR tests (1 every 0.1 mi. per road)
stone depth inspections
pavement inspections
pipe and drainage video inspections
200.0 ft L 0.4 inc of 500'
200.0 ft L 0.4 inc of 500'
200.0 ft L 0.4 inc of 500'
No. Unit
Unit Cost
Cost
installed
% compete cost remaining
1 each
$200.00
$280.00
80% $56.00
1 each
$200.00
$280.00
80% $56.00
1 each
$200.00
$280.00
80% $56.00
34 ft
$1.00
$34.00
80% $6.80
cost sum
$130,765.12
$34,087.52
contingency
$13,076.51
$3,408.75
Total
$143,850
$37,500
C:\Users\rjocz\Desktop\Reviews\Bonds\Avinity Phase II\RP_bond_Reduction_6_22_17.xis 6/26/2017
Subdivision Bond Inspection
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road
Charlottesville, Virginia 22902
Bond Title: Avinity Phase II
File Number: SUB2015-00140
Date of inspection: TBD
Reviewer: Bobby Jocz Original Bond Amount: $ 143,850 [20% = $28,770]
Phone: (434).296-5832 ext. 3283 Current Bond Amount: $ 143,850
Your bond inspection request has been processed. This list contains an update on the items
received and approved.
Received
- Avinity
Approved
o
Aggregate Base
Y
N
o
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: $
Checklist Items
- Avinity
Place 10+00 to 12+91
o
Aggregate Base
o
Blotted or prime double seal
o
Asphalt base
o
Asphalt Surface
o
Curb CG -6
o
Sidewalk, concrete 6'
o
Ramp CG -12
o
Street name sign
o
Traffic control sign
o
Drop inlet or grate
Unit Notes
Completed Repair Not built
169.8 tons
lee
❑
❑
646.7 sy
p(
❑
❑
89.1 tons
9-'
❑
❑
53.5 tons
Z
❑
❑
480 ft
❑
245 ft
❑
❑
1
qI
❑
❑
2
❑
❑
5 0017 7APA❑
❑
No
5 �--
IV
❑
0
o
Manhole structure
25 ft
❑
❑
❑
o
Pipe 15'
182 ft
❑
❑
o
As Built Drawings
1
❑
❑
o
Survey and layout
1
Pf
❑
❑
o
Materials Testing
2
Cir"
❑
❑
o
Compaction testing
2
g�
❑
❑
o
CBR tests
2
Y
❑
❑
o
Stone depth inspections
2
Rr
❑
❑
o
Pavement Inspections
2
d/
❑
❑
o
Pipe Video
182 ft
❑
❑
- Avinity Lane 10+00 to 12+91
o
Aggregate Base
116.7 tons
J
❑
❑
o
Blotted or prime double seal
444.4 sy
❑
❑
o
Asphalt base
61.3 tons
❑
❑
o
Asphalt Surface
36.8 tons
❑
❑
o
Curb CG -6
435 ft
❑
JK
19
o
Sidewalk, concrete 6'
150 ft
A
o
Ramp CG -12
1
❑
❑
'Ko
Traffic control sign
5
❑
❑
k(
o
Drop inlet or grate
1
❑
❑
o
Pipe 15'
34 ft
❑
❑
o
As Built Drawings
1
2/
❑
❑
o
Survey and layout
1
2r,"
❑
❑
o
Materials Testing
1
E/
❑
❑
o
Compaction testing
1
[2(
❑
❑
o
CBR tests
1
E?(
❑
❑
❑
o
Stone depth inspections
1
❑
o
Pavement Inspections
1
❑
❑
o
Pipe Video
34 ft
❑
❑
NOTES:
As Built Notes: