HomeMy WebLinkAboutSUB200600425 Plan - Approved Road Plan and Comps. 2007-05-24SHEET 5 OF 10
NOTES:
1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA
DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO
ALBEMARLE, VIRGINIA.
2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED
VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR
THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE
DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST
NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
4. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION
METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE
INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CON-
STRUCTION.
6. 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 FOR APPROVAL.
7. ALL SLOPES AND DISTURBED AREAS ARE
TO BE FERTILIZED, SEEDED
EEUEA(LOPESF04EOR 26ETERWHRRASON�OAINLwBESSR O
ARE TO BE ACHIEVED.
8. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN
THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY VDOT (ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE
EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE.)
9. GUARDRAIL LOCATIONS WHERE SHOWN HEREON ARE APPROXIMATE.
EXACT LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD
DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
MAY BE REQUIRED AT LOCATIONSNOT SHOWN WHEN, IN THE OPINION OF
VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED
NECESSARY. WHEN GUARDRAIL IS REQUIRED IT SHALL BE INSTALLED
FOUR FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF
GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SIX FEET.
10. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT CG-9 (A,B, OR C).
11. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
12. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE
REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION
OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS
DEEMED NECESSARY.
13. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVE-
MENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS.
ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE
CATEGORY OF ROAD DESIGN.
14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH
AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION
DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE
ALLOWED.
15. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGN, ETC.) ARE
TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE.
SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY
ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES THE LOCATIONS
OF ALL SIGNS ARE SHOWN ON THE PLANS, THE DEVELOPER SHALL BE RESPONSIBLE
FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE
STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT
SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS
TO BE POSTED 5MPH BELOW THE DESIGN SPEED.
16. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION VALIDATION.
0 TO SIGNING
0 R SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL
AND VOID.
17. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME
SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET
INTERSECTIONS. SIGNS AND THE INSTALLATION THEREOF . SHALL
CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS".
THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE
SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE
SECONDARY ROAD SYSTEM.
1,
"THE FARMS AT TURKEY RUN"
TAX MAP 114, PARCEL 67A
ALBEMARLE COUI IT f VIRGINIA
I_
:X_
18. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES
SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST
EDITION.
19• SITE IS NOT WITHIN THE WATERSHED OF THE SOUTH FORK RIVANNA
RESERVOIR, UPSTREAM OF THE PROPOSED LICKINGHOLE CREEK
IMPOUNDMENT.
20. THIS SITE IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD
PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM.
21. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF
THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE;
CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS
UTILITY" (1-800-552-7001).
23. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER ROADWAY LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A=
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE
EXACT AREA THAT THE CERTIFICATION APPLIES TO.
24• ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO V.D.O.T. STANDARD PE-1 •
25. CONTRACTOR SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE.
CROSS SLOPES SHALL BE MAINTAINED AS SHOWN.
26. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR TO ROAD ACCEPTANCE.
27. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM, TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND
PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
28. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE
CHANNEL, WHEN IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR
HIS DESIGNEE, IT IS DEEMED NECESSARY.
29. BENCHMARK=2 NAILS IN BASE OF TRIPLE OAK
ELEVATION=712,0 DATUM ASSUMED
30. STANDARD CD-1 OR CD-2 UNDERDRAIN IS REQUIRED AT ALL CUT AND FILL
TRANSITIONS AND GRADE SAG POINTS.
31. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND
CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE
TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP.
THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE: WITH VDOT'S
VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY
INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE)
PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A ` REPRESENTATIVE
FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING
FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A
MINIMUM OF TWO 0 HOURS N THE JOB5ITE DUR
ING THE INITIAL INSTALLATION.
32. ALL UNDERDRAINS AND CROSS DRAINS SHALL BE INSTALLED AS DIRECTED
DURING FIELD INSPECTIONS THROUGHOUT THE CONSTRUCTION PERIOD.
33. DRIVEWAYS ON LOTS 5, 6, 7, 8, 9, 10, & 11 WILL BE CONSTRUCTED
THROUGH THE STREAM BUFFERS AT THE SAME TIME AS THE PUBLIC ROADS,
34. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR
CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE)
ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
THE SALE OF ANY LOT.
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TYPICAL
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N.T.S.
SHEET 10 OF 10
REVISIONS
FEBRUARY 21, 2007
APRIL 18, 2007
ADIEU
by the Albemarle County
Communi Developmertlr Dgpgqitl@nl
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NOTES:
SEE SHEET 8A OF 10 FOR PROFILE.
ALL VDOT DRAINAGE EASEMENTS ARE SHOWN
AND GRANTED ON FINAL PLATS.
&T n NT
COURTENAY GLEN WAY
ROAD PLAN
STATIONS 49+00 TO 70+00
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00 SHEET 9 OF 10 0
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REVISIONS
FEBRUARY 21, 2007
APRIL 18, 2007
DATE
DECEMBER 21, 2006
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56.0 -18 R
96.0'-24"
06%
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0
INV. IN=4
9.5
INV. IN=413.0
INV. OUT
406.0
INV. OUT=411.0
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IGH POINT E
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PIPE 9-10
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61+00
NOTE:
SEE SHEET 8 OF 10 FOR PLAN VIEW
62+i00
63+00
64+00
65+00
COURTENAY GLEN WAY
ROAD PROFILE
STATIONS 52+00 TO 69+00
HORIZONTAL SCALE: 1 "=50'
VERTICAL SCALE: 1 "= 10'
66+00
67+00
69+00
470
o_
w
0 460
rn
w
w
T
V)
450
O
V)
440
w
J 430
420
FI
ISHED
EXISTING GRADE
GRADE
0-249
R.C.P.
® 14.0
%
rn
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to r
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IN
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o II
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r
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>
10+00
10+96
STORM PIPE
5-6
HORIZONTAL SCALE:
1 "=50'
VERTICAL SCALE: 1
"=10'
u 43^
O
O 0 =
r r O
r
vil¢>
w w V)
DATUM ELEV
410.00
DATUM ELEV
400.00
M
r7
70+00
v FINISH D
GRADE
EXISTING
GRADE
20 L
56.0'
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® 2.00%
tr? LO co
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r
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420
410
DATUM ELEV
400.00
N
4
REVISIONS
FEBRUARY 21, 2007
APRIL 18, 2007
EXISTING
GRADE
FINISHED
GRADE
56.0'
-18" R.C.P.
® 3.57%
( N �
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_N
d' ¢ dr"
0
0
o II
r
vim �>
w w V)
a
10+00 10+56
STORM PIPE 7-8
HORIZONTAL SCALE: 1 "=50'
VERTICAL SCALE: 1 "=10'
0
N
N EXISTIP
4440GRADE
(00
u0
+�
N
o Zr
r0
� r r
I
to >
�>
ww viz
iw Wz
430
STORM PIPE 9-10
HORIZONTAL SCALE: 1 "=50'
VERTICAL SCALE: 1 "=10'
FINISHED
GRADE
c�
h M
d-
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Z
vi V)
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72.0'
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DATUM ELEV
® 5.56
0
420.00
o
(°
M
to
Ln
rn
00
10+00
10+72
STORM
PIPE
11-12
HORIZONTAL SCALE:
1 "=50'
VERTICAL SCALE:
1 "=10'
DATE
DECEMBER 21, 2006
SCALE
1 "=50'
t,TH 0�+ rA
INRT I GLOE ER
5649
l`ZIONAL
CIO
z
aw
U
a
�
W
Ey
�
�E
Ey
U1
JOB NUMBER
06-011-00
1DWG. NAM E
06011 ROADIPLAN3.DWG
JF'' `ti
J�aN�?�, i �0
F SHEET
8AOF 10
DATE
DECEMBER 21, 2006
SCALE
1 "=50'
���LTH of D
KURT M. GLOEaW
I
I*g,`� 5649
j6"�s�jONAL �'�
JOB NUMBER
06-011-00
DWG, NAM E
06011 ROADPLAN3.DWG
} /,/ SHEET
9 of 10
DATE
DECEMBER 21, 2006
SCALE
1 "=50'
LTH pF' �
r
x
U
KURT k gAEWO
z
a
JOB NUMBER
06-011-00
DWG. NAME
06011 ROAD,PLAN3.DWG
� /,/ SHEET
10oF10