HomeMy WebLinkAboutSUB201100145 Bond 2022-11-23Albemarle County
Public Road Acceptance Procedure
The processing and inspection of public roads is administered by VDOT. The County is not involved in
this process until the road is ready for acceptance. When the road is ready for acceptance, provide the
following items to the County.
1. Inspection Request and fee
A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if
smaller phases or individual roads are recommended for acceptance.
2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and
right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not
always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road,
the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and
easements.
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six
weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and
new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some
correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters
approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A
final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not
too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there
are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or
need replacement, partial releases may not be possible.
Even if a bond release is not requested, an inspection from the County is required for any County items,
such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not
maintain. This final inspection by the County must be performed before the road can be recommended to
the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases)
will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the
following items are required to be submitted for bond releases to be considered:
4. Signed and sealed letter from a professional engineer listing and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not
use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord".
Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other
field verifications should be cited and included. Tolerances should be noted. The items not built according to plan
must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or
sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of
culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the
letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide
more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been
inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of
discovering discrepancies and deficiencies in the field.
5. Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be
signed by the owner. This form says all subdivision improvements have been completed. It also says that all
construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -
built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in
acceptance correspondence or punchlists.
Revised 726/2012
PHASE 10F
ALBEMARLE COUNTY, VIRGINIA
ROAD AS -BUILT PLANS FOR FINAL BOND RELEASE
LEGEND
W
WATER LINE (EX. / PROP.)
WV® WMO
WATER VALVE / METER
FHA
FIRE HYDRANT
YH
YARD HYDRANT
BOA ®
BLOW -OFF ASSEMBLY
SS
SANITARY SEWER LINE (EX. / PROP.)
CO o
CLEANOUT
MH
MANHOLE
SD-
STORM LINE (EX. / PROP.)
DI d
STORM INLET
YD ®
YARD DRAIN
DSo
DOWNSPOUT
G
GAS LINE (EX. / PROP.)
GVO GMO
GAS VALVE/ METER
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
PPO
POWER POLE
LP*
LIGHT POLE
GUY e
GUY WIRE
EMS
ELECTRIC METER
T❑
TRANSFORMER
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
PED ❑
UTILITY PEDESTAL
SWM/ DWM o/A
SINGLE/ DOUBLE WATER METER
GV X
GATE VALVE
BOA o
BLOWOFFASSEMBLY
-------
BOUNDARY/RIGHT-OF-WAY LINE
I.F.
IRON PIN FOUND
I.S.
IRON PIN SET
- - - - - -
SETBACK LINE
- - - - - - - -
EASEMENT LIMITS
-
CENTERLINE
�70
CONTOUR LINE (EX. / PROP.)
<--3:1-- F2.50%
DEGREE/ DIRECTION OF SLOPE
479.70+
SPOT ELEVATION
HP
HIGH POINT
LP
LOW POINT
- - -
DITCH / SWALE
=
WATER COURSE
BM+
BENCHMARK
CG-2
VDOT STD. HEADER CURB
CG-6
VDOT STD. CURB & GUTTER
CG-12
VDOT STD. HANDICAP RAMP
HC
HANDICAP PARKING SYMBOL
DIP
DUCTILE IRON PIPE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
PVC
POLYVINYLCHLORIDE PIPE
HDPE
HIGH -DENSITY POLYETHYLINE PIPE
VC
VITRIFIED CLAY PIPE
FFE
FINISHED FLOOR ELEVATION
TBR
TO BE REMOVED
TBT
TO BE TRANSPLANTED
TBS
TO BE SAVED
VICINITY
1"= 60'
MAP
JULY 24, 2013
FaMMATIMIMB
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
SHEET INDEX
SHEET 2
SHEET 3
SHEET 4
SHEET 5
ROAD AS -BUILT PLAN
PUBLIC & PRIVATE ROAD PROFILES
ROAD SECTIONS & DETAILS
STORM DRAIN PROFILES
APPROVALS
PLANNING/ZONING
ENGINEER
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
ACSA
VDOT
REVISIONS
REV DATE DESCRIPTION SHEETS REVISED
05/20/14 ROAD AS -BUILT PLAN SUBMITTAL
AS-BUILTS
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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MACE: NONE
ISSUED: 05-20-14
AC REF #: SUB201100145
REVISIONS:
1. 11-15-22 - UPDATED RESUBMISSION
SHEET
OF 5
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s \ \ - \ \ �, _ \ \ _ AS -BUILT STORM STRUCTURE SCHEDULE
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REAR ROOF DRAINS TO DAYLIGHT \ 2 , nnlll m aownnmm�> x \ \ \ \\ \ \
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DI-2B
6.0
542.59
-
535.37
28.41
LF OF
15"
RCP @
4.05%
N7
DI-26
6.0
542.91
53422
534.13
92.16
LF OF
15"
RCP @
3.46%
N6
DI-2B
4.0
538.03
530.94
530.81
49.53
LF OF
15"
RCP @
0.87%
N5
DI-2B
4.0
536.48
530.38
530.31
106.50
LF OF
15"
RCP @
1.43%
N4
DI-2A
6.0
534.14
528.79
528.67
42.77
LF OF
18"
RCP @
0.63%
N3
DI-2A
2.0
533.77
528.40
528.30
96.31
LF OF
18"
RCP @
0.52%
N2
DI-2A
2.0
532.48
527.80
527.67
76.45
LF OF
18"
RCP @
0.56%
N 1
E W
-
527.24
N6-1
DI-2B
6.0
528.23
-
531.93
126.79
LF OF
15"
RCP @
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N6
DI-2B
4.0
538.03
530.94
530.81
P6
DI-7
-
546.23
539.80
121.93
LF OF
24"
RCP @
1.700
P5
MH
545.46
537.73
532.50
10.64
LF OF
24"
RCP @
2.91%
P4
DI-5
-
537.43
532.19
532.16
56.51
LF OF
24"
RCP @
2.37%
P3
DI-2C
6.0
537.03
530.82
530.69
26.10
LF OF
24"
RCP @
0.38%
P2
DI-21C
6.0
537.06
530.59
530.47
74.78
LF OF
24"
RCP @
128%
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FRONT ROOF DRAINS TO DAYLIGHT � Lp
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// �• , / VDOTSTD EC-1I, / LOT OT LOJ- COT LOT LOT
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/ 5' ONCRETE \ 53 \ \ \ \ \ \ \ \
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SWI)/YBASIN REAR ROOF DRAINS TO STORM \ \\\ \\\ �O(\\ \\ \\ \\ \ \\ \ \\ \ \
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RETAINING ALL --� 540 --_ \ \\ \ \ \ 1 'j16 \ \ \\ \ \ \\ x \
DRAINS TO
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/' \ \ \ 38. - - _ STREET TR@E,�Y . GP = GUTTER PAN \ \ \ \ \ \
/ 13+ 4 00 00 \ \
� \ LIMI SIGN \ �, \ � II = INVERT IN \ \
SAI N GLEN CT 548.16 54"8 \ 543. 6 \ 54 .38 �I -- \ \ AD_ INVERT OUT
PVC i LYVINYL CHLORIDE \
(57PUBLIC R.O.W.- 25 MPH) VDOT STD VDOT STD \ \ \ � VDOT STD 7� ��539.17 - - - 16 I 37 7 w� � RCP = REINFORCED CONCRETE PIPE
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WV =WATER VALVE \ \ \ \ \
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Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Lc. No. 35326 W
11-15-22 �W
DNAL
SCALE: 1" = 50'
ISSUED: 05-20-14
AC REF #: SUB201100145
REVISIONS:
1. 11-15-22 - UPDATED RESUBMISSION
SHEET
OF 5
L.P. ELEV = 546.42
H.P. ELEV = 548.71
(DESIGN SPEED = 25 MPH)
_ PVI STA = 10+84
LPSTA = 12+0282
.. .
H.P. STA=13+43.01
O
z PVI ELEV = 549.08
PVI STA= 11+85
PVI STA = 13+60
W
� A.D. _ -2.00
PVI ELEV = 545.04
PVI ELEV = 549.66
Alan Franklin PE, LLC
Civil and Site Plan Engineering
560
550
540
530
520
N
0
P _
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0
K = 14.40
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OT STD UD-4
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110
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ALL STRUCTURAL FILL SHALL BE
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(DE
IGN SPEED =
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-BUILT GRADE
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SCALE: V=20' H; 1"=10' V
FUTURE PHASE
FUTURE PHASE
55(
54(
53(
52(
L.P. ELEV = 532.76
PVI STA = 10+70 L.P. STA = 13+57
P
VI ELEV = 538.79
PVI STA
= 12+00
PVI b I A=13+bf
A.D. = -1.00
PVI ELEV
= 534.89
PVI ELEV =
532.54
K = 10.00
A.D. =
1.50
A.D.= 2.00
10, VC
K = 33.33
K = 20.
0
60, V
50'
VC
coo
� 1,
m
EXISTING G
DE
(DESIGN SP
ED = 20 MPH)
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SCALE: AS SHOWN
ISSUED: 05-20-14
AC REF #: SUB201100145
REVISIONS:
1. 11-15-22 - UPDATED RESUBMISSION
SHEET
OF 5
Alan Franklin PE, LLC
Civil and Site Plan Engineering
9-
InT gn'Rn"I InT
CG-6,TYP.
4
TEMPELHOF COURT (ROAD'G')
TYPICAL ROAD SECTION
PROPOSED ASPHALT
CONCRETE SURFACE COURSE
MINIMUM 165lb/yd2
SAW CUT 3 INCHES
AND REMOVE EXISTING
ASPHALT TO FORM
A BENCH JOINT
ASPHALT TACK COAT
REQUIRED
EXISTING
PAVEMENT
EXISTING PAVEMENT
PROPOSES PAVEMENT WIDENING
MIN. 12"
3"
PROPOSED
PAVEMENT LAYERS
EXISTING PROPOSED
AGGREGATE AGGREGATE LAYER
SUBGRADE
PAVEMENT CONSTRUCTION JOINT DETAIL
(EXISTING PAVEMENT OVER 6" IN DEPTH)
(DRAWING NOT TO SCALE)
END OVERLAY
MIN. 100'
TAPERED END MUST
BE APPROVED BY
ENGINEER
SEE CONSTRUCTION
JOINT DETAIL
PAVEMENT
WIDENING
SEE CONSTRUCTION
JOINT DETAIL
'APERED END MUST
IE APPROVED BY
NGINEER
DO'
GIN OVERLAY
PLAN VIEW
(DRAWING NOT TO SCALE)
PAVEMENT WIDENING (VDOT WP-2)
DETAIL
NOTES
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000
PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION CURB
& GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB AND
GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE
SLOPEOFSUBBASE COURSES AND TO THE DEPTH
OF PAVEMENT.
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN &
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
SECTION, 12
TYP. J
4
4"
\\j\\ a 6„
2' R
a 1 .25":1' MIN
THIS AREA MAY BE CONCRETE `
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND GUTTER
MAY BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS MAINTAINED.
6" REVERSED CURB & GUTTER (VDOT CG-6)
SECTION P-048
N.T.S.
EXISTING PAVEMENT
PROPOSE61 PAVEMENT WIDENING
PROPOSED ASPHALT I
CONCRETE SURFACE COURSE MIN. 12"
MINIMUM 165lb/yd'
SAW CUT MINIMUM
OF 2 INCHES AND REMOVE
MATERIAL TO TOP OF
PROPOSED
AGGREGATE. EXISTING
PAVEMENT PAVEMENT LAYERS
ASPHALT TACK COAT
REQUIRED
EXISTING PROPOSED
AGGREGATE AGGREGATE LAYER
SUBGRADE
PAVEMENT CONSTRUCTION JOINT DETAIL
(EXISTING PAVEMENT LESS THAN 6" IN DEPTH)
(DRAWING NOT TO SCALE)
NOTES:
1. WHEN THE PAVEMENT DESIGN IS GREATER IN DEPTH THAN THE DEPTH OF THE EXISTING PAVEMENT,
SUBSURFACE DRAINAGE MAY BE REQUIRED BY THE ENGINEER.
2. OVERLAP THE EXISTING PAVEMENT AS SHOWN IN THE CONSTRUCTION JOINT DETAILS.
3. A PERPENDICULAR CONSTRUCTION JOINT SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW
PAVEMENT ABUTS EXISTING PAVEMENT.
4. THE AREA OF PAVEMENT WIDENING SHALL BE TRENCHED TO THE SUBGRADE AND COMPACTED
PER VDOT SPECIFICATIONS.
5. SURFACE OF WIDENING AREA SHALL BE FLUSH WITH THE SURFACE OF EXISTING PAVEMENT
PRIOR TO OVERLAY.
6. MILLING OF NEW AND EXISTING PAVEMENT MAY BE REQUIRED TO ACHIEVE ACCEPTABLE PAVEMENT
CROSS -SLOPE AND PAVEMENT DRAINAGE.
7. OVERLAY THE ENTIRE SURFACE AREA OF THE NEW AND EXISTING PAVEMENT WITH A MINIMUM OF
165 LBS/SQ YD OF ASPHALT CONCRETE TO A POINT AT LEAST 100 FEET BEFORE AND AFTER
THE LIMITS OF WIDENING.
8. ERADICATE EXISTING PAVEMENT MARKINGS AND RESTRIPE THE WORK ZONE AS REQUIRED TO ACHIEVE
A UNIFORM APPEARANCE AS DIRECTED BY THE ENGINEER.
9 FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF
THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FEET
STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS.
THE VARIATION FROM THE TESTING EDGE OF THE STRAIGHTEDGE BETWEEN ANY TWO CONTACT POINTS
WITH THE PAVEMENT SURFACE SHALL NOT EXCEED X".
10. PAVEMENT WIDENING PERFORMED UNDER A VDOT LAND USE PERMIT SHALL HAVE A PAVEMENT DESIGN
PROVIDED BY THE PERMITTEE AND APPROVED BY THE MATERIALS ENGINEER.
2' 5'
TYP. SIDEWALK
TYP.
2%
PLANTING STRIP
TYP.
2_ %
CONCRETE
SIDEWALK, VDOT STD.
SIDEWALK,*
A CG-6,TYP.
12
PF
SHANNON GLEN COURT (ROAD'D')
LQ) TYPICAL ROAD SECTION
LANE
PAVING J
SECTION,
TYP.
7
2%
CL
LOT 30' R.O.W. LOT
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SIDEWALK, A CG-6, TYP. IF TYtP I IUN,
TYP.
12 4
TEMPELHOF COURT (ROAD'G')
N.T.S. TYPICAL ROAD SECTION
P-041
N.T..
ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE EXTEND SFYOND
EXISTING OR PROPOSED VDOT RIGHT -OF WAY.
[j}PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH
CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY
THAT CAN BE APPROACHED, ENTERED AND USED BY
PEDESTRIANS.
*IF PEDESTRIAN ACCESS ROUTES ABt BEING PROVIDED,
A MINIMUM 5' TRAVERSABLE WIDTH IS REQUIRED WITH
A MAX. 2% CROSS SLOPE.
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR
CG-7, THE CURB FACE ON THIS STANDARD IS TO BE
ADJUSTED TO MATCH THE MOUNTABLE CURB
CONFIGURATION.
' I
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c. • b% c.
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5' MIN. WITHIN VDOT R.O.W. oq goo • o00
o. o.ogo.o
E PARA OLIC
CUIVE SECTION D-D
FACE OF CURB A 21 A
NORMAL GUTTER 12% MAX. SLOPE
a
7" a CLASS A3 (H.E.S.) CONC.
6" AGGR. BASE TYPE I
kZME MI SIZE 21B
e
57' RI.O.W.
30'
TRAVELWAY
C f,
Y2 WIDTH
OF ENTRANCE
U
EXISTING OR PROPOSED
EXPANSION JOINT
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o
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ENTRANCE WIDTH
WIDTH OF GUTTER
EXPANSION DESIRABLE MINIMUM 16'
JOINT
ABSOLUTE MINIMUM 12'
EDGE OF PAVEMENT
HALF PLAN CfJ
LIMITS OF LIMITS OF
PEDESTRIAN PEDESTRIAN
ACCESS \ \\\\... WIDTH OF ENTRANCE Ar
ACCESS
ROUTE M ROUTE R
2%
UNPAVED :V y N( _TRGVF CGRI F! ,
PEDESTRIAN ACCESS ROUTE DETAIL
VARIES 5'-O" POINT OF GRADE CHANGE
FOR CURB AND GUTTER ONLY
FOR SIDEWALK, CURB AND GUTTER **2% MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
BUILT CONCURRENTLY ** MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
8%MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
SECTION C-C
STANDARD ENTRANCE GUTTER (VDOT CG-9D)
FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK
DETAIL
LANE
VDOT STD. UD-4, TYP.
(4" UNDERDRAIN)
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB.
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-3 IS REQUIRED.
6" CURB (VDOT STD. CG-2)
SECTION
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF PAVEMENT.
5. THIS CURB MAY BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN
AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED.
4"
SEE
NOTE 4
/THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
THE BOTTOM OF THE CURB AND GUTTER
MAY BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7" IS MAINTAINED.
6" CURB & GUTTER (VDOT STD. CG-6)
P ° i SECTION
\:T
N.T.S.
N.T.S.
P-003
N.T.S.
P-004
N.T.S.
1.5" VDOT SM-9.5A
ASPHALT WEARING COURSE
3" VDOT IM-19 ASPHALT INTERMEDIATE COURSE
6" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
ASPHALT PAVING DETAIL FOR SHANNON GLEN COURT
(PUBLIC)
SECTION
N.T.S.
1.5" VDOT SM-9.5A
ASPHALT WEARING COURSE
2" VDOT IM-19 ASPHALT INTERMEDIATE COURSE
6" COMPACTED VDOT 21A STONE BASE
COMPACTED SUBGRADE
ASPHALT PAVING DETAIL FOR TEMPELHOF COURT
(PRIVATE)
SECTION
AS- B U I LTS
427 Cranberry Lane Crozet, VA 22932
434-531-5544
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1. 11-15-22 - UPDATED RESUBMISSION
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Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
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Alan G. ranklin
Lc. No. 35326 W
11-15-22 <v
DNAL
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SCALE: AS SHOWN
ISSUED: 05-20-14
AC REF #: SUB2O11OO145
REVISIONS:
1. 11-15-22 - UPDATED RESUBMISSION
SHEET
OF 5
tzwo 1 1
S—
designS1.uulu
Landscape Amhitedum and Site Planning
21 November 2022
Mr. John Anderson, Civil Engineer II
Albemarle County Community Development
401 McIntire Road
Charlottesville, Virginia 22902
RE: Willow Glen (SUB201100145): Road Bond
[Issued by Max Greene on 10/10/2014]
Your bond reduction and release requests for Willow Glen Phase 1 have been processed. The current bond amount is
$326, 350.00 ( split between public $ 185, 270.00 and private $ 141, 080.00).
Thank you for the recent submittal of the Stormwater system video with as -built utility plan. The video appeared to show
the pipes were installed properly.
The existing road bond is split into two categories, public and private. The Private road bond amount can be reduced from
$141,080.00 to $32,600 at this time. The public portion $185,270.00 can be reduced to $37,500.00 at this time. The total
road bond amount for Willow Glen Phase 1 is $70,100.00 and No further reductions may occur for this road project prior
to final acceptance.
I have itemized the list to help facilitate adherence to the County requirements. Items in bold will need
to be addressed prior road acceptance into the system:
1. Tests and Inspections:
a. CBR test:
i. Appear adequately addressed for the private portion of the project.
b. Stone depth Inspections:
i. Appear adequately addressed for the private portion of the project.
c. Fill compaction reports:
i. Appear adequately addressed for the private portion of the project.
d. Pipe and drainage structure video inspection or equivalent:
i. Appear adequately addressed for the private portion of the project.
e. Base and surface pavement inspections, documenting materials, thickness and compaction:
i. Appear adequately addressed for the private portion of the project.
ii. Top coat is required for public section of project.
a. This was completed in April 2021.
f Concrete tests:
i. No concrete testing is required, but curbing is cracking in several locations and will need to be
repaired.
g. Structural and related inspections for any bridges and foundations:
i. Not required, no bridges or foundations for roads on plans.
2. As -built plans and plats ( refer to As -Built Road Plan Policy)
a. Sign and date, and seal each sheet by a professional engineer or surveyor. Original signature is
required, no photo copied signatures.
a. This has been done on the submitted plans, dated 11/15/2022.
b. Name and address of preparing firm:
4936 Old Boonsboro Road • Lynchburg, Virginia • 24503 • tele: 434.531.7507
email: steve@edwardsdesignstudio.com
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i. Has been provided on as -built utility plan.
c. As -Built Label:
i. Has been provided on as -built utility plan.
d. Location of all proposed vs. Constructed items associated with the road construction must be shown. The
items include, but are not limited to the following:
i. Horizontal alignment:
1. Has been provided on as -built utility plan.
ii. Vertical alignment:
1. Has been provided on as -built utility plan.
iii. Edge of pavement:
1. Has been provided on as -built utility plan.
iv. Culvert, pipes, and Drainage Structures:
1. Has been provided on as -built utility plan.
V. Ditch Lines:
1. Not Applicable for this project review.
vi. Drainage Easements:
1. Has been provided on as -built utility plan.
vii. Guardrail:
1. Not Applicable for this project review.
viii. Right -of -way and Associated Easements:
1. Has been provided on as -built utility plan.
ix. Pavement Designs:
1. Has been provided on as -built utility plan.
X. Street Trees:
1. 4 trees are missing on the private portion ( Templhof Court)
2. 3 trees are missing from the public portion ( Shannon Glen Court)
a. It appears these have been resolved.
xi. Signs:
1. A sign maintenance agreement is required for alternative sign and post design
installed on site.
http.11www. albemarle. org/upload/images/formscenter/departments/CommunityDevelop
menUforms/EngineeringandWPOForms /StreetSign—Requirements -
_MaintenanceAgreement.pdf
a. According to staff, this is no longer applicable.
2. Break -away hole are missing from one sign on Shannon Glen Court.
a. We believe this has been completed.
3. Bond Inspection:
a. Completed Bond Inspection request form and fee will be required for resubmittal.
b. Signed and sealed letter from a professional engineer listing and certifying the completed
improvements are built according to approved plan will be required for resubmittal.
a. Please see the attached document.
c. Completed certificate of Completion will be required for release of bond.
4. The following is the additional punch list of deficient construction based on the site inspection from 9 October
2014:
a. VDOT approval for public section of subdivision is required.
a. Duly noted.
4936 Old Boonsboro Road • Lynchburg, Virginia • 24503 • tele: 434.531.7507
email: steve@edwardsdesignstudio.com
2 of 2
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designStudio
Landscape Architecture and Site Planning
Transmittal
Date: November 21, 2022 Pages: 1 of 1
From: Steve Edwards
To: John Anderson, CE II
c/o Ana Kilmer
Albemarle County of Community Development
Re: Willow Glen (SUB201100145)
For:
X Distribution X Review & Comment X Records Other:
Transmitting the Following:
Application Fee ($307.84 PAID on 11/14/2021 via Online Payment)
Transaction ID# 221114192003731 F95C5A
(1) Application Request
(1) Copy of the 10/10/2014 County Inspection Comment Letter issued by Max Greene, see LINK
(1) Response letter, dated 11/15/2021 (2 pages)
(1) Private Road Acceptance Procedure Checklist, see LINK
(1) Public Road Acceptance Procedure Checklist, see LINK
(1) Certifying Engineer's Letter, to be submitted later
(1) Updated Final Phase 1 Road Bond Plans, dated 11/15/22 (5 sheets), see LINK
(1) CCTV Tri-State Utilities Drainage Inspection (hard copies can be provided), see LINK
(1) Geo-tech Reports performed by Gooch Engineering, see LINK
(1) Copy of Permanent Plat for Public Access by Lincoln Surveying
(dated 10/25/22, SUB-2022-59), see LINK
Comments:
John,
If you find you need anything else to keep your review moving forward, please reach out and let
me know so I can help you not delay things.
cc: George Ray, Alan Franklin
22-11-21, Willow Glen PH1 Road Bond Submission Transmittal.docx
4836 Old Boonsboro Road • Lynchburg, Virginia • 24503 • tele: 434.531.7507
email: steve@edwardsdesignstudio.com
1 of 1
Albemarle County
Private Road Acceptance Procedure
This is the procedure developed by the Albemarle County Community Development Department for the
completion of private roads. The items in this list must be completed in the order given.
1. Tests and Inspections: Have all necessary tests and inspections performed by a professional
engineer or geotech, or VDOT certified inspector. This should include, at a minimum,
a. California Bearing Ratio (CBR) tests,
b. stone depth inspections, including installation of under -drains and cross -drains,
c. fill compaction tests,
d. pipe and drainage structure video inspections or equivalent,
e. base and surface pavement inspections, documenting materials, thickness and compaction
f. concrete tests
g. structural and related inspections for any bridges and foundations
Compile a report of these tests, certified by a professional engineer, and submit this report with the
as -built plans.
2. As -built plans and plats: Provide drawings of the constructed improvements according to the
Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements,
sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents
from the Clerk's office. Before completing as -built drawings, make any corrections necessary to
ensure all improvements are within right-of-ways and easements.
3. Bond inspection: Request a bond reduction or release inspection from the County, which will
reduce or release your bond, indicating completion or partial completion, or generate a letter
indicating items in need of documentation or completion. The following documents will be needed
with your bond inspection request;
A. Completed Bond Inspection Request form and fee
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
B. As -built documents per items 1 and 2 above.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any
releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all
improvements are in right-of-way and easements.
C. Signed and sealed letter from a professional engineer listed and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required.
Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or
"generally in accord". Improvements were either built to plan, or they were not. As -built measurements,
construction inspections, and other field verifications should be cited and included. Tolerances should be
noted. The items not built according to plan must be listed, with explanations. Deviation in pavement
materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added,
this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of
pipes or grades, this should be verified by revised computations and attached to the letter. If there are
outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more
than a statement of opinion or assurance. Please demonstrate that the improvements and construction have
been inspected, investigated and documented, and are certified in detail, and county staff will not be in the
position of discovering discrepancies and deficiencies in the field.
D. Completed Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of
reductions, a letter listing the outstanding items that need to be completed before signing the certification is
acceptable. It must be signed by the owner. This form says all subdivision improvements have been
completed. It also says that all construction conforms to approved plans and any discrepancies have been
approved by the County.