HomeMy WebLinkAboutSUB201400196 Plan - Approved Road Plan and Comps. 2016-03-314
SITE DATA
OWNER / DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC CONTACT: DAVE BROCKMAN
PLANNING / ZONNING
1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE
CROZET VA, 22932 CELL: (702)-985-9088
dave@oldtrailvillage.com
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
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914 MONTICELLO ROAD
W
CHARLOTTESVILLE, VA. 22902
FIRE RESCUE
(434)-977-0205
TAX MAP PARCEL No:
A PORTION OF 055EO-01-00-000A1
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
VA. DEPARTMENT OF TRANSPORTATION
OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005
USE:
18 SINGLE FAMILY DETACHED UNITS
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LOTS 10-18 INCLUDE 9 DETACHED, CARRIAGE HOUSE APARTMENTS / CONDOMINIUMS
BUILDING HEIGHT:
NOT TO EXCEED 2.5 STORIES FOR SINGLE FAMILY USE
SETBACKS:
FRONT SIDE REAR
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10' 7.5' 15'
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AN APPLICATION HAS BEEN SUBMITTED FOR A WAIVER MODIFICATION TO REDUCE
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THE SIDE SETBACK FROM 7.5' TO 5', TO REDUCE THE FRONT SETBACK FROM 10'
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TO 5', AND TO REDUCE THE REAR SETBACK FROM 15' TO 5',
AREA SUMMARIES:
LOTS 1.7 Ac.
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OPEN SPACE 0.0 Ac.
(.)
RIGHT OF WAY 1.0 Ac.
PRIVATE ALLEY 0.2 Ac.
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TOTAL AREA 2.9 Ac.
LOT AREAS:
MINIMUM LOT SIZE IS 4,000 S.F.
LOT 1 4485.8 Sq. Feet
LOT 2 4433.1 Sq. Feet
LOT 3 4277.9 Sq. Feet
LOT 4 4452.1 Sq, Feet
LOT 5 4285.8 Sq. Feet
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LOT 6 4028.0 Sq. Feet
LOT 7 3975.9 Sq. Feet
F_
LOT 8 3932.4 Sq. Feet
LOT 9 3961.8 Sq. Feet
U)
LOT 10 4261.6 Sq. Feet
LOT 11 4135.8 Sq. Feet
LOT 12 4017.0 Sq. Feet
LOT 13 4065.1 Sq. Feet
LOT 14 4052.3 Sq. Feet
LOT 15 4084.4 Sq. Feet
LOT 16 4093.3 Sq. Feet
LOT 17 4076.5 Sq. Feet
LOT 18 4107.7 Sq. Feet
AN APPLICATION HAS BEEN SUBMITTED FOR A WAIVER MODIFICATION TO ALLOW
THE AREAS OF LOTS 7, 8, AND 9 TO BE BELOW THE MINIMUM LOT SIZE OF
4,000 S.F. (SPECIFIED IN THE OLD TRAIL VILLAGE CODE OF DEVELOPMENT).
GROSS RESIDENTIAL
6.2 DWELLING UNITS PER ACRE
DENSITY:
PARKING PROVIDED:
18 SURFACE SPACES + 36 GARAGE SPACES
ADITIONAL PARKING AVAILABLE ON PUBLIC STREETS(APPROX. 48 SPACES)
PROPOSED
2.02 ACRES
IMPERVIOUS AREA:
MAGISTERIAL DISTRICT:
WHITE HALL MAGISTERIAL DISTRICT
DRAINAGE DISTRICT:
LICKINGHOLE CREEK
WATERSHED:
LICKINGHOLE CREEK
TOPOGRAPHY:
LOUISA AERIAL SURVEYS, AUGUST 2012
DATUM:
VERTICAL - NAVD 88, HORIZONTAL - NAD 83
CRITICAL SLOPES:
NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS.
FLOODPLAIN:
THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN
LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP
COMMMUNITY PANEL NUMBER 510006 0237 D.
EFFECTIVE DATE: FEBRUARY 4, 2005.
EROSION CONTROL:
PHASE I EROSION CONTROL PROVIDED BY THE EXISTING
SEDIMENT BASIN CONSTRUCTED WITH BLOCK 11 AND
EXPANDED WITH BLOCK 14.
STORMWATER:
ORIGINAL SWM BIO -RETENTION POND, BLOCK 14, WPO 2012-0013
LANDSCAPING:
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES
AND DETAILS.
LIGHTING:
ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
NO EVIDENCE OF A BURIAL
SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
THE STREAM BUFFER(S)
SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED
WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
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SU 6201400196
VICINITY MAP
SCALE: 18=1000 FEET
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CSR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED) IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL).. WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR
SHALL BE ELIMINATED.
Rte 250
Of'11ALTH OF D j�
�V"
Christopher C. Mulligan
Lic. No.
031672
SSS/ONAL ENG
1., CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
THE CONTRACTOR MUST NOTFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE
OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED
TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN
SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A
BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE
FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL,
AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
CG -9(A, B, OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE
NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE
AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH
VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR
ACCEPTANCE INTO THE STATE SYSTEM.
SHEET INDEX
SHEET 1 ---------- COVER SHEET
SHEET 2 ---------- STORM SEWER FIELD REVISION
APPROVED
by the Albemarle Countbj
Community Development Department
Date -_'f
NOTEFile
� Y
APPROVALS:
1. VDOT APPROVES CHANGES AS SUBMITTED ON PLAN SHEET MARKED BLOCK 15 OF OLD TRAIL WITH A DATE OF
FEBRUARY 17, 2016. [D. SEAL/VDOT-EMAIL, 24 FEB 2016]
2. ALBEMARLE COUNTY ENGINEERING DIVISION REVIEWED CHANGES AND APPROVES WITHOUT FURTHER REQUEST FOR
REVISION. [ALBEMARLE COUNTY -EMAIL, 25 FEB 2016]
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONNING
�i
VICINITY MAP
SCALE: 18=1000 FEET
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CSR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED) IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL).. WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR
SHALL BE ELIMINATED.
Rte 250
Of'11ALTH OF D j�
�V"
Christopher C. Mulligan
Lic. No.
031672
SSS/ONAL ENG
1., CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
THE CONTRACTOR MUST NOTFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE
OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED
TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN
SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A
BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE
FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL,
AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
CG -9(A, B, OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE
NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE
AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH
VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR
ACCEPTANCE INTO THE STATE SYSTEM.
SHEET INDEX
SHEET 1 ---------- COVER SHEET
SHEET 2 ---------- STORM SEWER FIELD REVISION
APPROVED
by the Albemarle Countbj
Community Development Department
Date -_'f
NOTEFile
� Y
APPROVALS:
1. VDOT APPROVES CHANGES AS SUBMITTED ON PLAN SHEET MARKED BLOCK 15 OF OLD TRAIL WITH A DATE OF
FEBRUARY 17, 2016. [D. SEAL/VDOT-EMAIL, 24 FEB 2016]
2. ALBEMARLE COUNTY ENGINEERING DIVISION REVIEWED CHANGES AND APPROVES WITHOUT FURTHER REQUEST FOR
REVISION. [ALBEMARLE COUNTY -EMAIL, 25 FEB 2016]
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONNING
ENGINEERING
INSPECTIONS
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ARCHITECTUAL REVIEW BOARD
W
FIRE RESCUE
0
ALBEMARLE COUNTY SERVICE AUTHORITY
W
VA. DEPARTMENT OF TRANSPORTATION
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VICINITY MAP
SCALE: 18=1000 FEET
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS
OF VDOT UNLESS OTHERWISE NOTED. CSR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED) IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL).. WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926). 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR
SHALL BE ELIMINATED.
Rte 250
Of'11ALTH OF D j�
�V"
Christopher C. Mulligan
Lic. No.
031672
SSS/ONAL ENG
1., CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
THE CONTRACTOR MUST NOTFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE
OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED
TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN
SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS TO VDOT FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A
BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE
FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL,
AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
CG -9(A, B, OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE
NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE
AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH
VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
14. INSPECTION & TESTING OF ALL ROADS DEDICATED FOR PUBLIC US SHALL BE COORDINATED WITH VDOT FOR
ACCEPTANCE INTO THE STATE SYSTEM.
SHEET INDEX
SHEET 1 ---------- COVER SHEET
SHEET 2 ---------- STORM SEWER FIELD REVISION
APPROVED
by the Albemarle Countbj
Community Development Department
Date -_'f
NOTEFile
� Y
APPROVALS:
1. VDOT APPROVES CHANGES AS SUBMITTED ON PLAN SHEET MARKED BLOCK 15 OF OLD TRAIL WITH A DATE OF
FEBRUARY 17, 2016. [D. SEAL/VDOT-EMAIL, 24 FEB 2016]
2. ALBEMARLE COUNTY ENGINEERING DIVISION REVIEWED CHANGES AND APPROVES WITHOUT FURTHER REQUEST FOR
REVISION. [ALBEMARLE COUNTY -EMAIL, 25 FEB 2016]
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONNING
ENGINEERING
INSPECTIONS
_O
vi
ARCHITECTUAL REVIEW BOARD
W
FIRE RESCUE
0
ALBEMARLE COUNTY SERVICE AUTHORITY
W
VA. DEPARTMENT OF TRANSPORTATION
CC
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COUNTY COMMENTS
March 16, 2016
COUNTY COMMENTS
March 30, 2016
DATE
February 25, 2016
FILE NUMBER
8053
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SLOPE
DIAM.
CAPACITY
7
FLOW TIME
Z X.34,,
INCR.
32A�EX.55�
POINT
POINT
(ACRES)
W
MINUTES
0
O
O�
O (n
r
N
O
I- iZl
CFS
H
MIN.
C)
59
61
0.03
0.95
680
0.03
5.00
6.67
680
659.60
659.10
34.45
1675
15
7.78
I
I
0.22
675
11
I
Ii
63
II
0.90
0.10
0.13
I
6.59
0.84
0
656.50
m
I
15
3.0
;II
LF
�
�
Ex 34
®0.58
EXISTING STR #34 TO PROPOSED MH #32A.
r
IIS.
�
`S
4.
NEW 24"
0 670
670 ,
667.70
57.00
0.58%
24
II
STORM SEWER DESIGN AND SCHEDULES WERE OBTAINED FROM BLOCK 14
ASBUILTS AND
New MH
n
MH 32A
BLOCK 15
oc
THE RE -ALIGNMENT OF HDPE
,nr
667.70
667.70
0.00
0.00%
24
1
MH 32A
�1
0.09
665
9
3.00
OF 24"
HDPE 665
14.69
667.60
666.75
73.00
1.16%
24
24.40
8.07
0.15
0
55
51
0.03
zz
0.03
Zz
12.74
4.88
14.75
664.75
M
660 Q
82.89
0.90%
24
660
7.29
0.19
Block 15
53
51
0.43
0.55
0.24
Y
5.00
6.67
1.58
0
M0
66.35
0.75%
0o.
_
M
0.28
Block 15
r
M
II
Z
Z
o
Z
Z
z
0+00
+50
1+00
+50
Horizontal
Scale = 1 :50
Vertical
Scale = 1 :5
- - - - -'EXISTING
GRADE
om
a�
DA
ori
�j
�
T,
RAINFALL
RUN-OFF
INVERT
INVERT
LENGTH
SLOPE
DIAM.
CAPACITY
VELOCITY
FLOW TIME
REMARKS
INCR.
ACCUM.
POINT
POINT
(ACRES)
W
MINUTES
O
O�
UPPER
O
FEET
%
I- iZl
CFS
H
MIN.
F-
59
61
0.03
0.95
0.03
0.03
5.00
6.67
0.19
659.60
659.10
34.45
1.45%
15
7.78
I
I
0.22
Block 15
11
I
Ii
63
II
0.90
0.10
0.13
I
6.59
0.84
0
656.50
118.89
57.0 LF
15
3.0
;II
LF
`�
4 HDPE
Ex 34
®0.58
EXISTING STR #34 TO PROPOSED MH #32A.
VJ
IIS.
�
`S
4.
NEW 24"
HDPE SHALL BE INSTALLED FROM
668.03
667.70
57.00
0.58%
24
5.
STORM SEWER DESIGN AND SCHEDULES WERE OBTAINED FROM BLOCK 14
ASBUILTS AND
New MH
MH 32A
MH 32A
BLOCK 15
oc
THE RE -ALIGNMENT OF HDPE
,nr
667.70
667.70
0.00
0.00%
24
MH 32A
55
0.09
0.85
0.08
3.00
12.59
4.90
14.69
667.60
666.75
73.00
1.16%
24
24.40
8.07
0.15
Block 15
55
51
0.03
zz
0.03
Zz
12.74
r
STORM SEWER DESIGN ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
914 MONTICELLO ROAD - CHARLOTESVILLE, VIRGINIA 22902
Phone: (434) 977-0205 - Fax. (434)296-5220 - EMAIL INFO@ROUDABUSH.COM
NAME: BLOCK 12 & 15 Job# : 8053
DGN: RD Date: REIVSED 02/17/16
EXISTING ---'
VARIABLE WIDTH
DRAINAGE ESMT.
TO BE VACATED I NEW
VARIABLE WIDTH
DRAINAGE ESMT
iVA
OR
10 YEAR FREQUENCY
FROM
TO
DA
C
CA
T,
RAINFALL
RUN-OFF
INVERT
INVERT
LENGTH
SLOPE
DIAM.
CAPACITY
VELOCITY
FLOW TIME
REMARKS
INCR.
ACCUM.
POINT
POINT
(ACRES)
W
MINUTES
IN/HR
CFS
UPPER
LOWER
FEET
%
INCHES
CFS
F.P.S.
MIN.
667.60
59
61
0.03
0.95
0.03
0.03
5.00
6.67
0.19
659.60
659.10
34.45
1.45%
15
7.78
2.62
0.22
Block 15
61
63
0.11
0.90
0.10
0.13
5.22
6.59
0.84
659.00
656.50
118.89
2.10%
15
9.36
4.67
0.42
Outfall
Ex 34
MH 32A
EXISTING STR #34 TO PROPOSED MH #32A.
VJ
4.
NEW 24"
HDPE SHALL BE INSTALLED FROM
668.03
667.70
57.00
0.58%
24
5.
STORM SEWER DESIGN AND SCHEDULES WERE OBTAINED FROM BLOCK 14
ASBUILTS AND
New MH
MH 32A
MH 32A
BLOCK 15
FOR A PROPOSED MH #32A AND
THE RE -ALIGNMENT OF HDPE
FROM EXISTING
667.70
667.70
0.00
0.00%
24
MH 32A
55
0.09
0.85
0.08
3.00
12.59
4.90
14.69
667.60
666.75
73.00
1.16%
24
24.40
8.07
0.15
Block 15
55
51
0.03
0.90
0.03
3.02
12.74
4.88
14.75
664.75
664.00
82.89
0.90%
24
21.51
7.29
0.19
Block 15
53
51
0.43
0.55
0.24
0.24
5.00
6.67
1.58
667.50
667.00
66.35
0.75%
15
5.60
3.94
0.28
Block 15
STORM SEWER SCHEDULE
PIPE # FROM TO ,PIPE DESCRIPTION
60 59 61 34 L. F. of H. P. D. E. 15 " Storm Pipe
62 61 63 119 L.F. of H. P. D. E. 15 " Storm Pipe
56 MH 32A 55 73 L. F. of H. P. D. E. 24 " Storm Pipe
STORM SEWER SCHEDULE
E # ROM To TION'
SCRIP
IP E
PP F P ED I TION'
37 38 36 43 L. F. of H. D. P. E. 18" Storm Pipe
35 36 34 39 L. F. of H. D. P. E. 24" Storm Pipe
33 34 MH 32A 57 L. F. of H. D. P. E. 24" Storm Pipe
:\RGA\TMPROJ\OLD TR,NL-8053\BI._0CI{ 12 & 151F[NAL SITE&SUBD. FLAN\STORM PLAN -PROFILE BLOCK 15.DWG, 3/31/20`16 8:06:37 AM
�,TH OF vr�
U 1- � -�_9
Christopher C. Mulligan
Lic. No.
031672 <v�
/
0NAL
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REVISIONS
COUNTY COMMENTS
March 16, 2016
COUNTY COMMENTS
March 30, 2016
DATE
February 25, 2016
SCALE
1 "'=20'
CONTOUR INTERVAL
2 Feet
REIVSED 02/17/16
Z
SLOPE
IN
0
OUT
J
�.
U)
1.45%
INV(IN)=
659.60
INV(OUT)= 659.10
ir ()
W
2.10%
INV(IN)=
659.00
INV(OUT)= 656.50
w
Z
Lf)u
�
1.16%
INV(IN)=
667.60
INV(OUT)= 666.75
��
V
LLO
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REVISED 02/17/16 NOTES:
WSJ
W�
oPE°',. IN
:ouTrc
1.
EXISTING
STIR #32 (BLOCK 14 ASB�UILTS) IS
TO BE REMOVED IN ITS ENTIRETY.
it
1.27% INV(IN)=
0.49% INV(IN)=
669.43
668.38
INV(OUT)=
INV(OUT)=
668.88 2.
668.19
EXISTING
24" HDPE BETWEEN STR 34 AND
#
STR 32 IS TO BE REMOVED
#
IN ITS ENTIRETY.
0.58% INV([N)=
668.03
INV(OUT)=
667.70
3.
NEW 24
HDPE SHALL BE INSTALLED FROM
EXISTING STR #34 TO PROPOSED MH #32A.
VJ
4.
NEW 24"
HDPE SHALL BE INSTALLED FROM
PROPOSED MH #32A TO STR
#55.
5.
STORM SEWER DESIGN AND SCHEDULES WERE OBTAINED FROM BLOCK 14
ASBUILTS AND
BLOCK 15
FOR A PROPOSED MH #32A AND
THE RE -ALIGNMENT OF HDPE
FROM EXISTING
STR #34
& #55.
�j I
•
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� W 0 <�* 0
CQ
� NQ
ZO
10CW 29@)
Z OU Wo
�g az �Z
rc
Z 0 W 2
r W
08
{J') Z -=JN
W �� Qo
000
o 4;LL
vJ .1,J
LL W
� ac
W �� p
W a W 2 °)
�o
W
Z o
OW a.
REVISIONS
COUNTY COMMENTS
March 16, 2016
COUNTY COMMENTS
March 30, 2016
DATE
February 25, 2016
SCALE
1 "'=20'
CONTOUR INTERVAL
2 Feet
FILE NUMBER
8053
SHEET
2OF2
Rev. Sheet 3
Z
W
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it
2
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F-
0
VJ
FILE NUMBER
8053
SHEET
2OF2
Rev. Sheet 3