HomeMy WebLinkAboutWPO201000036 Plan - As-built 2010-06-24GENERAL NOTES
1. OWNER \DEVELOPER: MARCH MOUNTAIN PROPERTIES L.L.C.
5380 Golf Drive, Suite 103
CROZET, VIRGINIA 22932
TELEPHONE. • (434) 823 -2003
FAX. (703) 997 -1490
2, ENGINEER: COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
TELE.• (434) 293 -3719
CONTACT- MR. SCOTT COLLINS
J. TAX MAP NO.: 055E- 01- 00 -000GO (PORTION)
MARCH MOUNTAIN PROPERTIES LLC
5380 Golf Drive, Suite 103
CROZET, VIRGINIA 22932
4, ZONING : NEIGHBORHOOD MODEL DISTRICT
APPROVED WITH PROFFERS 9 -14 -05
BY ALBEMARLE COUNTY BOARD OF SUPERVISORS
5. USE : LOW DENSITY RESIDENTIAL DEVELOPMENT (SINGLE FAMILY AND TOWNHOMES)
6, ACREAGE OF BLOCKS 4 AND 13A (TOTAL): APPROX. 3.55 +/- AC.
7 UTILITIES.- SEWER: COUNTY SEWER - AVAILABLE ON THE SITE
*WATER: COUNTY WATER - AVAILABLE ON THE SITE
8• SUBDIVISION STREETS: CURB & GUTTER
9• DRAINAGE DISTRICT- SLABTOWN BRANCH TO THE LICKINGHOLE DRAINAGE BASIN
(LICKINGHOLE CREEKS IS THE. RECEIVING WATER FOR THE PROJECT)
10. WATERSHED: LICKINGHOLE CREEK
11. AS -BUILT FIELD SURVEY INFORMATION WAS COLLECTED BY ROUDABUSH GALE SURVEYORS
IN JUNE, 2013.
12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES
SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT
ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN
ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY
NOT SHOWN ON THE PLANS.
ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHAL.L
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROH THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION, OF THE ENGINEER.
3. , ALL GROWTH OF TREES AND VEGETATION ,SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER TREES NAND - VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
iA T ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR- TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT,;PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH t'
A MINIMUM COVER OF ONE. °(1) FOOT.
2. STANDARD UNDERDRAINS- (CD -1 --OR CD -2, OR UD -4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
3. _ ALL DRIVEWAY ENTRANCE PIPES ;SHALL BE''AMINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A MINIMUM ,DIAMETERS °OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIR,CINIA "DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
UNLESS
OTHERWISE- NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT -SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA YEMEN T
1. AN ACTUAL COPY OF THE CBR,. REPORT IS TO; BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR' ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT- MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE-SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE, EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER-IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC -250 ® .0.3 GA, AL. jSQ. YD.).
8. BITUMINOUS SURFACE TO BE: APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED B?Y
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY. -
LIST I.-, CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNEGrTION 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 REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION. METHODS'.SHALL CONFORM TO CURRENT SPECIFICATIONS AIND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
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 OPINIONI OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS, Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE `
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
OLD TRAIL
BLOCK 4 & 13A
ROAD AND DRAINAGE AS -BUILT PLANS
055EO- 01- 00 -000AI
MARCH MOUNTAIN
PROPERTIES, LLC
5380 GOLF DRIVE, SUITE 103
NEIGHBORHOOD MODEL
DISTRICT
D.B. /PG. 3812/187
WHITE HALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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CURRENT OWNER /DEVELOPER
MARCH MOl1NTAIN PROPERTIES. LLC
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5380 GOLF DRIVE, SUITE 103
SHEET INDEX CROZET, VA 22932
TITLE SHEET
COVER SHEET 1
AS -BUILT ROAD PLAN 2
AS -BUILT ROAD PROFILES 3
AS -BUILT STORM PROFILES 4
NOTES, DETAILS & CROSS- SECTIONS 5
ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293,.3719
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST
NOTIFY 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 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 LEN(GTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE
TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY 03E REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT 1S DEEMED NECESSARY. WHHEN 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 PRESIDENTIAL 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 APPPROVAL 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 NUIMBERING 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 SIGNNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC
ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER 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.
,TH
EXISTING CULVERT
CUL VER T
SCOTT R.
COLLINSZ
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DROP INLET & STRUCTURE NO.
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5380 GOLF DRIVE, SUITE 103
SHEET INDEX CROZET, VA 22932
TITLE SHEET
COVER SHEET 1
AS -BUILT ROAD PLAN 2
AS -BUILT ROAD PROFILES 3
AS -BUILT STORM PROFILES 4
NOTES, DETAILS & CROSS- SECTIONS 5
ENGINEER
COLLINS ENGINEERING
200 GARRETT STREET, SUITE K
CHARLOTTESVILLE, VA 22902
434.293,.3719
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST
NOTIFY 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 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 LEN(GTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE
TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY 03E REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT 1S DEEMED NECESSARY. WHHEN 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 PRESIDENTIAL 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 APPPROVAL 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 NUIMBERING 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 SIGNNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC
ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER 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.
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695.8 BLOCK - - - -- 00 M V1
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ACCESS SPACE I F - - - - - - B.4 999PG.364 LOTS 9 THROUGH 1.4 S.T. z 0
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D3.4009 PG.364 695.do DED 69 �,GR-24 C: -'v
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+
695-33 694.27 11 20 PUBLIC STORM TOP 693-45 BC
S.T. VAR. WIDTH DRAINAGE INV.IN 685 Lu z
BC INV.IN 685.021 + DRAIN .42 04 70
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INV.OUT 684 STOP SIGN CG-2_1_� 6944'0 0 EASEMENT (D
69 9 _j2 0
BC - - - - - f -S2
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C I` m C(3-2 TOP LOT 6 1 "n .31
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6 14-791 --EASEMENT 8 >
STOP SIGN h CG-2 692.98 BC INV.IN 2 0 INV.OUT 685.6:L
I - - - - - - - - - - D.B )g PG BC
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1 6 2.2 INV.OUT 686.o2
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"694.89 k695.i 95.20 BC 6 BC691.
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- 692-37 _j
BC 692.20 z 0
�.65 694-35 694-72 694-83 694-76 694.66 694-54 694.26 693-92 693-53 79120 12+50 692.o6 -
00
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-13+oo 69 STREET a
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694-36 691-��i 13+So CG- 69o. EL 0
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BC 6 692.,5 1 2 3 91.2j A- A,
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69 1 -, , I �L -_ - 695-04 D' 693.02 BC 6 PENNY WELL LANE
1 7. 1 3.95 695-30 BC 694-62 BC 14+00 STOP SIGN 14+50
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LOTS 23 THROUGH 27 F� I N UT 683.20 GR 2-56 Q_
SUBDIVISION PLAT RECORDED 0 69427 4 vr�tY7 V.0 STREET SIGN CG-6 93 BC z (D
20- PUBLIC STORM
_v M T _j m TOP 6go- 690 w L-1 j F 0
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693-07 LOTS 33 THROUGH 35 2-1 /t--, BLOCK4 692-13 w <
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SUBDIVISION PLAT RECORDED T 15 V)
@ D.B. LOT :-All _Y
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TOP 6g] OP 691.28
f DRAINAGE :S ui -0
692.96 TOP 692-35 MARCH MOUNTAIN PROPERTIE
INV.IN 684-93 15" NDPE INV.OUT 685.3.4 .0
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692 4869 .00f INV.OUT 686.o5 -S7 , 1 7 Ilk - SUITE 103 ul
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BC -32 STOP SIGN S.T. S.T. S.T. S.T. S S.T. S.T. INV.OJT684-47 /A STREET SIGN D.B-3943. PG.686 5380 OLF DRIVE, •1 691.z tD CR
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10+00 12+00 5 13+00 13+5�0 14+0o
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6go-48 9-41 691.5t 1 go.68 69o.92
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DRAIN�GE EASEMENT 0
1 V
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0 Z3
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GRAPHIC SCALE 02009
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30 0 15 30 60 120
SCALE
1 '1=301
IN FEET
7=_77= s 0
1 inch = 30 ft. SHEET NO. -a
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0-
2 (U >1
F-
705
705
E-
-
10 +50 11 +00 11 +50 12 +00 12 +50 13 +00
PENNY WELL COURT
715
PV
LOW
-,,LOW PT STA:
12+03.38
.43
HIGH PT
TA: 12 +11.68
LOW PT ST
:13 +52.24
LOW PT
LEV: 69o.39
u w 0
.o5
LOW
PT ELEV: 68
.83
PVI -u/
:12 +03.25
z J . ,
LOW PTELEV:
69o.67
-�
700
PVI E �V,69o.02
-
i�
O J o w
- VI- STAao +75- 0
700
N'
,
K:
8.
w ?� ..
700
K:45•83
700
+
LV
:75.00
N z
]10
PVI ELEV:
93.36
EXISTING GRADE
L„ l7
--
>_
„Lu z z
EXISTING
SPOT
SHOT
K:27.6o
�0
6 o
zwva~i° -va~i
a
J
- -�
K:26-38
(TYP.)
PROPOSED GRADE
kD to
N �
v v
STA:
695
+
0
EVCS: 27 +55.2
in u
r' u
LVC:
695
L,,
. Lf1
-- - - -
>
C° AS -BUILT
> "'
\
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DESIGN
VCS: 11+
0 0
m
GRADE
"i
695
GRADE
4" BLOWOFF
O
O N
GRADE
BVCS:6 9
�7.5
8 0
3 rn 14
PT STA-11 +3:9:
3 w 1-
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6go
-2.01%
u
>
0 tO
^
, - 00-
IF
ry ri
6go
ELEV 691.61
w w
'z N
°>°
700
to 'S o
2.00%
z Q
0 I'D
WATER
ri
w
N�
I
EVCE: 692.00
++ _ ++
8 "X4 "TEE
o w w
4" CLASS
54
rf U>
z
4" G.V.
3 17%
685
-2.17%
D.I. WATERLINE
700
��
a Q - --
L VC:zS.
1 685
>m
Ego
u>
>W
LATERALS
� aj tn
m
o v
EXISiING12"
Z o Z
z
O
SPOT SHOT
J
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8" SANITARY_____
--�
w
/,
680
(TYP.)
-- -
- - - --
SEWER CROSSING
O O
0
- - --
680
690
o
Lon
Co 0000
rrq m
tm* m
0^i
695
m 0)
6go
r"
w
- -
to
to
_
�o
10 +50 11 +00 11 +50 12 +00 12 +50 13 +00
PENNY WELL COURT
715
10 +00 10 +50 11 +00 11 +50 12 +00
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00
UPLAND DRIVE
710
PV
LOW
PT STA: 10 +4
.10
.43
HIGH PT
TA: 12 +11.68
LOW PT ST
:13 +52.24
F-
HIC
H PT ELEV: 69
.o5
LOW
PT ELEV: 68
.83
I ELEV:692.67
HIGH PT
LEV: 692.55
LOW PTELEV:
69o.67
-�
700
700
-
- - -- --
- VI- STAao +75- 0
ELEV:695.8o
N'
PVI- S-TA:1
+oo.o -
PVI STA:
o.0o
J
K:45•83
700
+
PVI EL
VI ELEV:689.4
+-
]10
PVI ELEV:
93.36
PVI ELE
:690.10
:69
--
N
EXISTING
GRADE
z Lu
m
K:27.6o
+12.43
Q
K:23.42
J
- -�
K:26-38
N mVE:1QaoQ
Q
BV�E:
696.o5
c~vn
STA:
LVC:1i5.00
+
0
EVCS: 27 +55.2
LVC :125.00
N EV�S:10
LVC:
10.00
L,,
. Lf1
-- - - -
O Ln
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EXISTING
E :695.48
_j ri
DESIGN
VCS: 11+
0 0
0 0
Iz
u_
-�'
695
GRADE
0, rn
O
O N
GRADE
BVCS:6 9
�7.5
8 0
3 rn 14
PT STA-11 +3:9:
3 w 1-
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N
p
6 95
u
>
0 tO
^
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ry ri
5
ELEV 691.61
w w
'z N
°>°
700
to 'S o
PVI STA:11 +o6.63
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0 I'D
WATER
ri
w
N�
I
EVCE: 692.00
++ _ ++
PVI ELEV:693.
o w w
z
rf U>
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K:43•
3 17%
� z `- Z
-2.17%
\lr-rQOO
700
��
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LATERALS
� aj tn
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EXISiING12"
Z o Z
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J
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00
2 a
w
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(TYP.)
-- -
- - - --
- .'' -
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0
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- - - -_
690
\�
EVCE: 693-45
- - --
-
- -
- _
695
m 0)
6go
? 03
685
- -
-
-2.11%
_
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81' X "
4
AS
BUILT
RADE
52 D.I.
I
2.5
/o
-1.00%
695
A
-BUILT
AS-BUILTJ
It N
m O
SANITARY
,_. -A ... -_
z.00%
-2.00%
>
>
INTERSECTION
OF
SPOT SHO
(TYP.)
GRADE
lD
INTERBECTION
OF
LATERALS
lD to
OLD TRAIL
-
- --
DRIVE &
It
0)
1
rl 00
01 Ol
1
UPL
o lD
01 0)
6
Ol
ND DRIVE &
685
<D
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RIVE
to %D
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CLARE
ONT LANE
M
685
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n r1
t 1\
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m ^
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m 0)
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ri ri
m rn
ri 4
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ri ri
m rn
6 4
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6
rn
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lD
lD tD
tD �
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tD �
tD to
w lD
� �
�
10 +00 10 +50 11 +00 11 +50 12 +00
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00
UPLAND DRIVE
710
PV
STA:26 +17.77
HIC
H PT STA: 10 +1
.43
T STA: 11 +15.0
0
F-
HIC
H PT ELEV: 69
.o5
PVI EL :
EV694�
0 0 P
I ELEV:692.67
O
PVI
STA:10+24.93
ri
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K:12.15
700
z
PVI
ELEV:695.8o
N'
0'
PVI
TA:11 +15.02
705
J
K:45•83
700
+
PVI EL
LVC: 00
75•
+-
]10
O
L- V�:25.00
PVI
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--
N
EXISTING
GRADE
z Lu
m
BV�S:10
+12.43
Q
-
J
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N mVE:1QaoQ
Q
BV�E:
696.o5
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STA:
Q Om•,
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+
0
EVCS: 27 +55.2
ri
°+°
N EV�S:10
+37 43
w ao
L,,
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-- - - -
O Ln
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w EV
E :695.48
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u
695
EVCE: 693.41
705
Iz
u_
-�'
N
J
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PVI
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_D_ _LOW
Ov
PT STA-11 +3:9:
3 w 1-
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°W-
u
>
0 tO
- -- _ _
o o LOW
PT ELEV: 693
5
ELEV 691.61
w w
'z N
°>°
700
to 'S o
PVI STA:11 +o6.63
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r' u
WATER
u
N�
I
w
++ _ ++
PVI ELEV:693.
o w w
z
cx
z
K:43•
3 ,,_
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-- 1
\lr-rQOO
700
��
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L VC:zS.
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LATERALS
� aj tn
BVCS io +g4.
o v
EXISiING12"
Z o Z
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SPOT SHOT
J
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BVCE: 694.c
2 a
0
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(TYP.)
z �n
_a"d1
EVCS: 11 +1g.
3 I w =
O O
0
GRADE
GRADE
EVCE: 693-45
a' N
Lu a EXISTING
GRADE
695
m 0)
W
? 03
685
J0
-2.11%
_
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81' X "
4
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BUILT
RADE
52 D.I.
I
2.5
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rl 0
LO O
695
695
N Cl)
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DESIGN GRADE
It N
m O
SANITARY
,_. -A ... -_
_ -_
-2.00%
>
>
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SEWER
-z.00%
a J
695
lD
6go
AS -BUILT GRADE
LATERALS
lD to
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0)
1
rl 00
01 Ol
1
O r"
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01 0)
6
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685
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tD tD
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M
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W`°
0)
lD
1 `°
Ln Qal
`0 `°
\
690
10 +00 10 +50 11 +00 11 +50 12 +00
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00
UPLAND DRIVE
710
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00
PENNY WELL LANE (BLOCK y.)
710
710
PV
STA:26 +17.77
z
rn
HIGH
T STA: 11 +15.0
0
z
LOW PT �Tk
PVI
ELEV:695.86
PVI EL :
EV694�
0 0 P
I ELEV:692.67
HIGH �'T
ELEV: 695.0
LVC:7
.00
-�
K:12.15
700
K:1o6.83
SP
K: 82.61
3
z
0'
PVI
TA:11 +15.02
705
J
LVC:5o.00
700
LVG1oo.o0
PVI EL
LVC: 00
75•
+-
kD
Q
°
PVI
ELEV:695.59
N
N
EXISTING
GRADE
z Lu
m
m
- -
]05
-
J
- -�
d
-�
N mVE:1QaoQ
K:25.o0
N m
p Q
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LOW P
STA:
Q Om•,
o � a+No
+
0
EVCS: 27 +55.2
ri
°+°
m
to
0
Z
L,,
. Lf1
-- - - -
O Ln
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LOW f
T ELEV: 691.86
} Q
u
695
EVCE: 693.41
N
W
-�'
N
W
. N;
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PVI
�TA:1 +1 00
z F-
m
-0.50
W
°W-
u
>
0 tO
- -- _ _
l tO
v w N Q
m PVI
ELEV 691.61
w w
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°>°
700
w
0
U
r' u
WATER
u
N�
I
i
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K:12.50
°- z
O co
z
gym-
SERVICE-
u>
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-- 1
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4 Q
00
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LATERALS
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1- W �a
DESIGN
EXISiING12"
Z o Z
z
O
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J
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U +
0
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0
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o
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0
GRADE
GRADE
r Z
685
U
ui
m 0)
W
w }� w
685
J0
-2.11%
Iw- la-�
81' X "
4
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BUILT
RADE
52 D.I.
+ W
rw
+ lD
rmiLii
rY Q
rl 0
LO O
695
695
N Cl)
• N Ol
z as
It N
m O
- - - -
,_. -A ... -_
_ -_
-2.00%
>
>
F-- Imo -• u
GRADE
z
a J
695
lD
4.0 tD
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LD tD
lD to
-- --
-
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It
0)
N Ltt
0) Ol
rl 00
01 Ol
rl n
01 Ol
O r"
Ol Ol
o lD
01 0)
6
Ol
2.000/-
<D
tD I'D
to tD
to %D
tD to
tD tD
tD
6'x6"
TEE
\
690
0
tt i�d Ira «�
7"f %
690
SPOT SHOT
-
-- --
6go
INTERSECTION
OF
(TYP.)
12"x6" TEE
NE &
PROPOSED
6" CLASS
52
1
I
AS -BUILT
GRADE
GOLF DRIVE
EXISTING 12'
2.1
D.I. WAT
RLINE
1
1 1
DI WATERLINE
685
A�
-BUILT
_`--
685
SPOT SHO
(TYP.)
--
685
_
DESIGN
GRADE
SANITARY
STRUCTURE
FIRE HYDRANT
STORM
SEWER
ASSEMBLY
STORM
STRUCTURE
-25
LATERALS
STRUC
URE 2 -23
680
680
W w
�t
N
00
°� 00
00
O
N
r^I
Ln
n
N
W W
00
a
w
Qml
w
Oml
lD w
0t Qml
lD
m a)
t0 l0
N 0)
to lD
N
to
N
lD
rl
rn
W W
lD
to �
I lD
to to
to to
� to
to ILD
110
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00
PENNY WELL LANE (BLOCK y.)
710
710
26 +oo 26 +5o 27 +00 27 +50 28 +oo 28 +5o 29 +00 29 +50
CLAREMONT LANE
PENSHAW COURT EAST 710 U� `'`� f �'��(1
M
tD
00 HI ' H PT STA: 12 +87.95
+ HI�H PT ELEV: 6g .42 LC�W PT STA: 14 +78.37
O I
o �. �VI STA:12 +76.2 = L W PT ELEV: 69,5.36
NOTES: O 6 PVI ELEV:697.8 Q PVI STA:14 +78.7
1. MINIMUM 3' O F COVER MUST B E MAINTAINED OVER 7 5 �QW T 4TA: ZQ ±� $ - ___________ _+o_- _________ -__ -- -------- --- - - -_ -_ - ____- - - - - _ -_K 30 7T_______ ------- ___ ______�________ - p_____- P V I_E L E V :698,_ .28
MINIMUM
LOW PT ELEV: 692.7 �' V) LVC:1oo.00 l W z K:1o.o0
z. MINIMUM OF 1' OF VERTICAL SEPARATION FROM PV STA:10 +18.o1 Q W ry rl N co ;O w Z) LVC:25.00
STORM SEWER & W/L AND 1. ' OF SEPARATION PVI ELEV :6 2.6 `^ � ao rl 2 0 00 O
5 9 4 i" �- WATER ' O °� v o0 � � r.
BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. K:6.25 D-'z SERVICE q 0' � Q1 u � 0 m � Oo
LVC:zS.00 O jJ O LATERALS ri Lii SPOT SHOT m1 w w Q �= o 0 Ln In 0 In
iD � O kD
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ao L9 ao w = m m w �, � -- - - - - -z w F_ 0- U m u w GRADE
EXISTING
NOTE. ALL ROADWA YEMBANKMENTMA TERIAL SHALL CONSIST P o w IZ Z ( - a v v m w
PREDOMINANTL Y OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM v n u AS -BUILT z a
LA YERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE Y' > u w GRADE z a 06 - - COMPACTION OVER THE ENTIRE ROADBED AREA INACCORDANCE WITH 95 C° - - - - - - DESIGN GRADE - - - - - - - -
--- -
VDOT2oo7 ROAD AND BRIDGE SPECIFICATION,3R3.04- 2.00% - - T -1.25% TYPE A BLOW -(
0 6" W/L CROSSING TO -' 2.00% 1 1'25%
NOTE: ALL FILL SHALL BE PLACED 95% COMPACTION AND TESTED BYA 1
GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND TYPE A BLOW -OFF '6 "x6" TEE
MAINTAINED. 1 6" go* BEND PROPOSED 4" CLASS 53
690 --- - - - - -- - - -- - - -- ---------- - - - - -- ---------- - - - - -- - - - -- -- -► - - -1 - - - - -- - --1- - - - - -- - - -- - - �- _---- - - - - -- -- - - - - -- D.I. WATERLINE - - - -- -- - - - - --
1
6" ° BEND PROPOSEID 6" CLASS 52 1 1 1 1
45 1 1 1 1 1 D.I. WATERLINE 12"x4" TEE
SANITARY SEWER I SANITARY SEWER
685 LATERALS 12 "x6" TEE I EXISTING 12 "I WATERLINE LATERALS
5 O 5 10 FEET
o m t r1 rn In lD rl co
w w n 0 o to N rn m N a0 m Ln u m Ln W
ri m I• Ln In Ln V) Ln In Ln
VERTICAL SCALE: I"=5' w w m m Ln to lD m un Ln
0 0 lO 0 i° to tD to to w 1O Ito � to ko to to tD tO a � l� lD to
W w
50 0 50 100 FEET
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50
HORIZONTAL SCALE: 1"=50'
PENSHAW COURT WEST &NORTH
)FF
LOW PT STA: 11 +36.21
LOW PT ELEV: 694.20
PVI STA:11 +75.00
PVI ELEV:693.96
K:37.41
LVC:11r.00
HIGH PT STA: 12 +93.65
HIGH PT ELEV: 696.32
PVI STA:12 +75.00
PVI ELEV:6g6.S-A
PV
STA:26 +17.77
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PVI STA:z7 +o
PV
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PVI
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PVI EL :
EV694�
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CLAREMONT LANE
PENSHAW COURT EAST 710 U� `'`� f �'��(1
M
tD
00 HI ' H PT STA: 12 +87.95
+ HI�H PT ELEV: 6g .42 LC�W PT STA: 14 +78.37
O I
o �. �VI STA:12 +76.2 = L W PT ELEV: 69,5.36
NOTES: O 6 PVI ELEV:697.8 Q PVI STA:14 +78.7
1. MINIMUM 3' O F COVER MUST B E MAINTAINED OVER 7 5 �QW T 4TA: ZQ ±� $ - ___________ _+o_- _________ -__ -- -------- --- - - -_ -_ - ____- - - - - _ -_K 30 7T_______ ------- ___ ______�________ - p_____- P V I_E L E V :698,_ .28
MINIMUM
LOW PT ELEV: 692.7 �' V) LVC:1oo.00 l W z K:1o.o0
z. MINIMUM OF 1' OF VERTICAL SEPARATION FROM PV STA:10 +18.o1 Q W ry rl N co ;O w Z) LVC:25.00
STORM SEWER & W/L AND 1. ' OF SEPARATION PVI ELEV :6 2.6 `^ � ao rl 2 0 00 O
5 9 4 i" �- WATER ' O °� v o0 � � r.
BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. K:6.25 D-'z SERVICE q 0' � Q1 u � 0 m � Oo
LVC:zS.00 O jJ O LATERALS ri Lii SPOT SHOT m1 w w Q �= o 0 Ln In 0 In
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ao L9 ao w = m m w �, � -- - - - - -z w F_ 0- U m u w GRADE
EXISTING
NOTE. ALL ROADWA YEMBANKMENTMA TERIAL SHALL CONSIST P o w IZ Z ( - a v v m w
PREDOMINANTL Y OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM v n u AS -BUILT z a
LA YERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE Y' > u w GRADE z a 06 - - COMPACTION OVER THE ENTIRE ROADBED AREA INACCORDANCE WITH 95 C° - - - - - - DESIGN GRADE - - - - - - - -
--- -
VDOT2oo7 ROAD AND BRIDGE SPECIFICATION,3R3.04- 2.00% - - T -1.25% TYPE A BLOW -(
0 6" W/L CROSSING TO -' 2.00% 1 1'25%
NOTE: ALL FILL SHALL BE PLACED 95% COMPACTION AND TESTED BYA 1
GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND TYPE A BLOW -OFF '6 "x6" TEE
MAINTAINED. 1 6" go* BEND PROPOSED 4" CLASS 53
690 --- - - - - -- - - -- - - -- ---------- - - - - -- ---------- - - - - -- - - - -- -- -► - - -1 - - - - -- - --1- - - - - -- - - -- - - �- _---- - - - - -- -- - - - - -- D.I. WATERLINE - - - -- -- - - - - --
1
6" ° BEND PROPOSEID 6" CLASS 52 1 1 1 1
45 1 1 1 1 1 D.I. WATERLINE 12"x4" TEE
SANITARY SEWER I SANITARY SEWER
685 LATERALS 12 "x6" TEE I EXISTING 12 "I WATERLINE LATERALS
5 O 5 10 FEET
o m t r1 rn In lD rl co
w w n 0 o to N rn m N a0 m Ln u m Ln W
ri m I• Ln In Ln V) Ln In Ln
VERTICAL SCALE: I"=5' w w m m Ln to lD m un Ln
0 0 lO 0 i° to tD to to w 1O Ito � to ko to to tD tO a � l� lD to
W w
50 0 50 100 FEET
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50
HORIZONTAL SCALE: 1"=50'
PENSHAW COURT WEST &NORTH
)FF
LOW PT STA: 11 +36.21
LOW PT ELEV: 694.20
PVI STA:11 +75.00
PVI ELEV:693.96
K:37.41
LVC:11r.00
HIGH PT STA: 12 +93.65
HIGH PT ELEV: 696.32
PVI STA:12 +75.00
PVI ELEV:6g6.S-A
11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50
GOLF DRIVE
705
705
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0
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13 +81.44
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PENNY WELL LANE (BLOCK 13A)
IT 0`
SCOTT R. COLLINS'Z
No. 35791 i�
ZONAL E
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TP�5.3$ 694.33 0 A N N `' N N
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69° CROSSING _ CROSSINGS 690
INSULATED
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- - - MH -9 - MH -8 1.01 1,0' CROSSING
685 685
12" WATERLINE
CROSSING
STR:2 -12
TP=6g3.2g- 693.45
INV IN:- 68z.56-T0 2-14 682.56
INV IN:-684.36 -TO 2 -24 684.76
INV OUT:- 6&2.4f)-T0 2-10
N 682.50
f-�
15" RCP 27.92 LF
@ 7.52%
0 +00 0 +50
STR 2 -24 - STR 2 -12
705
700
695
FA
690 /
12" WATERLINE
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685 /
/ 1
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p f- - INV OUT:-695.6e -TO 2 -50 685.61
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690
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/ „RCP
680 --- - - - - -INV OUT = 680.00- ------ - - - - --
675 /
670
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0+00 0 +50 1 +00 1 +50
STR:2 -14
684.93 TP=691-.94 691.27
INV-IN: 64.93 TO 2 -16 cv
684.57 INV4N: 685.14 TO 2-26 N0 O0 't
INV C�T:64.47 TO 2 -12 ,� � Ln
684.47 ko Ln
695 N 0 695
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690 690
12" WATERLINE 15 RCP 21.94 LF
CROSSING 2.6o%
685 685
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678 678
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5 O 5 10 FEET
VERTICAL SCALE: 1 " =5'
50 0 50 100 FEET
HORIZONTAL SCALE: I"=50'
Ln
N
7050° d
NOTES:
1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
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G FNERAL CONSTRUCTION NOTES FOR STREETS
WITHIN THE DEVELOPMENT WILL
1. CONSTRUCTION INSPECTION OF ALL PROPOSED E ROADS W
THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
BE MADE BY THE COUNTY. R
COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
T E
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF ROADBED SUBGRADE,
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON T HE SUBGRADE SOIL. THREE
3 0 S RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
()
COPIES F THE TEST R T
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.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
TENDED TO A BOUNDARY LINE OR A
DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED
NA TURAL WA TERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXAC T LENGTH LOCH TION AND APPROPRIA TE
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 DRI VEWA Y
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 PA VEMEN T 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 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY V DOT FOR PUBLIC ROADS
12. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS UNDER 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.
.ROAD NOTES,
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MA TERIAL IS ENCOUNTERED IN THE ROAD WA Y, IT SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
CG -It
GENERAL NOTES
L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
F T WAF04M T A^ l A 4 F IT
A^. DETECTABLE 0 BE CLASS CO COM E �7,AgLI PR£CTH
Wria SLIP RESISTANT H ?EQ?1J. STXIFAC COVERPID T3£ FUN. lY ®TN Of' T}E.
NAIAD T F T N IN 7 Of iRUw
FLOOR TTV NAILE�I *EFNIAL. 1NrNNi IpE Ci7R AFT rAVEGTAULE
WARNIiG A4r BE DrSED mrH THE APPRDYAN. DF THE ENGINEER. T
E SLOPING SUES OF CURB RAID MAY BE POLREO NONK&IrMCA.LY WITH RAMP
FLOOR OR BY USING PEKWS'A$LE CONSTRUCTION JOINT WITH REQUIRED BARS. PERPENDICULAR
4 F RAMP IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BAR'S SO
FLOOR y
THAT ADJONR FLOR. PRECAST CAN NC ETE IN PLACE AFTER PLACEMENT OF
' 1 RAMP F T C r fl 0.• 4,
PRECAST LOOK PtECAS CONCRETE SNA.L BE ASS
WN
U!A
5, RE BARS ATE TO BE ip.3 a•' PLACED TCEM ER TD CERF ALAN+`.
BOTH S OP YH RA6R+ FLOCR.A -tlEPYH or RAW FLOOR. iiOMkA ••
€€ 1
CONCRETE COVER i'fi •. �"••
s CURB / CURB ANT CUTTER SLOPE TRANSITIONS AUACENT TO CURB RAPS
ARE wCLLGED w PAYMENT FOR cAR18 r cGRe AND curTEa TYPE 6
TQ A iTN R.DIL OR AS DIRECT PARALLEL
7. BY 1 RNdPS AE L TT31 AS Wi Tis ED P
BY TIE E1AYEER, iNEY 7}OBE PRaV1DED Al WIENSEGTIDNS Wt£}IEVER
p5SE5SA C Ci 06.ESS TOF WHETHER EW X Ir a EX.6tEEY��,F,PROPID
OR NONEMIENT. THEY MUST UE LOCATED WITHIN PIECES CRTY55WA.RS
AS WN OR u DRECT BY THE ENGINEER AtE STNIXA.D ND[
sH r aN 14 NN$ - ED
T - V ST dM1C HT' PCLES FIRE
BE COCA ED BB+IO Ei4G.E OP UES f%.S LTG.
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AND USED BY PEDESTRNA7S. 3
IL RAAPS MAY BE PLACED ON RADIAL OR TANC£iTNUL SECTIONS PROVOEn THAT i Tl t AT X .2' HNCEER THAN
THE CiiO OPENING IS PLACED WITHIN THE L#RTS OF IRE CRDSSWAL ANID
OF PA T
TEAT PN£ DPE AT. TEE GDMIECI14Yi C1'r 7 CURB DPENP& 15
EDGE PAVEMENT
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Ill - 2.4" 7,AIA;pTEO COME
CC p
O O O O 0 0 0 0 0 a
0 0 0 0 a 0 0 0 0 0 0 0 a
0 a 0 0 a 0 0 g q q a 0 q q
V 0 0 0 0 0 0 O O 0 0 0 0 0 0 0
r000000000Doa0an
0 0 0 4 0 0 00 000000 O
301f - BSx OF ELISE GAWETER
0 0 0 0 0 0 0 0 0 00 0 0 0 0
4'NINMJN.
UNITS
DETECT
TRUNUATED DOME PAY E
WARNING
ETAIL DETECTABLE
TT OF 4
rtwill
CG-12 DETECTABLE WARNING SURFACE
LEY. 7JD5 GENERAL NOTES ,
2p3,0g VIRGNIA DEPARIN"T Or TRANSPORrATgN
I 1 A q sT1BET APPlO,CE SAME wRFAeN GENERAL NOTES
al 115 TO BE AS l I AS. MAll ROADWAY (SEE NOTE ar
S40W14 ON Fto"S/ (( p{ C C I 1, WHEN CG-ft* USED GR STREET GCMwEGTWNS THE
CONNECION Etf1SI 9ESAID W ACCORDNfC� WIT"
J 1 ORADIUS TO Be AS AASil PCUCY Al THE MPLOABL£ (EO[A+118.NF5
RADav, CO40n17ATUN STIOWN ON PUw57 Of THE YDOT ROM DESIGN uhWA. wCLUGING SST
/ CURD AND GUTTER DISTANCE REOUlEMlil
/ CO-d (SE NOTE D 2. WPEN THE ENTRANCE RAW CANNOT ACCOUNAGDAIE THE
TUIl REOLI EMENTS OF ANTICIPATED PEAVY TRUCK
- •°"" - - °'t` I iRAFF;C THE DEPTH FOR SIDEWALK 1' CURB RAMPS
dSEEWALK WBTh#4 SHE LpNTS OF THE RADSSHOLLO BE
NOTE zr l I GFr?mA a^ NGREASEO ra 7 .
PLOW UHE
3. WHEN D$EO w OGAIASfC7ON 1 SrrtoAkD CO-3
OR CG"7 Tiff WRB FACE iRl Ti45 STAAUAAO 6 TO
`
EXPANSION � Be A(D.RtStJO t0 MAICN IK MOUNTABLE CkA
o CW POUNATON.
4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO M
NOTED WIDTH "B- 2'-0" OR AS '� MAINLINE ROADWAY USED WITH THIS STANDARD.
SHOWN ON TYPICAL SECTION. A-
5. OPTIONAL FLDUTTE WAY PRECLUDE WPONO Of A
PLAN VIEW PtxtTwri OF wnEa rD PREauIE vcmEZNG OF WATER.
ENTRANCE NOTES
MABFE ROADWAY SLOPE a. PLANS ARE 10 DN:aCATE WHEN CONSTRUCTION Of A FLOW
TD'PAtABC" CURVE LANE 15 REDURED TO PROVIDE POSITIVE. DRAINAGE ACROSS
EDGE OF SHOULDER OR a3 IUJL TIE ENTRANCE,
E
EDGE FLOW t+R SLOPE C:KPNOE _... _ a; --^ ,- ^ " 7. MM O PAVE4ENt SHALL DE CONSTRUCTED TO THE
R/W LADE [EXCEPT ANY SUBGRADE STAALI2ATK#I
MAdNLIiE ROADWAY -- RE9IYAEC FOR LD& PAVfI"T W'I" CAN BE
Bx _ 001211 IN THE EMMUE.A
SLOPE CHAlGE���� p B• RADIAL fr BeORC COMEINAT o' 'CURB NO CUTTER LINE
EXCEPT FOR REPLACEMENT PURPOSES.
2n'TWNBAA7 FOR 9. TYE DESIRABLE' AND MNiRTDM ENTRANCE DIME CHN{GES
5'prN, OOWERCNN• (NIRMCIC "U" ARE 115[ED IN THE ALLOWABLE ENTRANCE GRADE
TENEES. VALUES ARE NOT APPLICABLE TO STREET
W CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE" COlIECTONS.
SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES
4' ., -....T
--
ENTRANCE VOLUME
CRAM CHOICE
EES>�LE MAXIMUM
_ _
HNYIR -•. NONE. TERN 1300 VPD
03 3X
UEOm 500•LSOO VPD
53% aX
LOW LESS THAN 504 VPO
Sa3 8x
CUSS Al / .t;�' ;• •s.;. F�. •:. .- NOTE, AAl.1PPOLIWCAN YO SRIhiEY C AD YGNETS NOT
1HE,5.7 �. •'s'�.
CONCRETE ��
SECTION C -C
RERE NCE METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
302 AND COMMERCIAL ENTRANCES REV 9AG7
VIRGINIA DEFARTYENT OF TRANSPORTATION #43.04
J.
ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
AD T
11CV
ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
f3 !
SSY
AT ROAD INTERSECTIONS SHALL BE REMOVED.
iumWPW
4.
ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
COURSE
A3Y
tfE7'
Golf rive
y
Ie 3w h
tl5lk t,OIU'l t'�4r1
(North)
7144
64
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE,
t
3 QQ
64
11.6
8� 1
11.6
�.l .4,15
17.12
,LTi9 3
IaRt- >5
)
2
..
COMPACTED AGGREGATE -
13M 25
BM-25
5
U
?_
2. 5
l .G
DRAINAGE
BASE E, VDOT #21A
OR #218 1B DEPENDING ON
/
14.9U
8.k4
1.
ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
UNDERDRAINS
IUO<
1{.I
ti.l
A MINIMUM COVER OF ONE (1) FOOT.
SUBGRADED
2.
STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON
BM -75
10
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
ASPHALT PAVING - ALLEY
J.
ALL DRI VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
NO SCALE
k r eUitw Court (East)
AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
p
146
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
8.1
7.02
OTHERWISE NOTED ON PLANS
7
4.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
U
2.15
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
TOP
4„
8:14
Pf;un wet/ Labe E3toctL4
Y ( ) .. . -. -
Pakin Spaces t CILCk
fenny Well Court (Block 13A)
COURSE.
U
� A
5 n
1. _
_
.
N/A
R -2"
11: 1
H I
8.1
7 .l6
N, A
N/A
CURB
mm
2
1. 67
t -67
1.67
PA YEMEN T
CONCRETE
_, t 5
1.6
j..
6"
1.
AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
IF CAA A3
F ST IN
4
SURFAC
8 I
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
PLACE, 18
SM -9.5
l 1 12
2.25
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
4,000 PSI
6
METHOD OF CORRECTION.
IF
. ,
Clareltxinl E.frtn
600
;
17
SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
PRECA
l 1
2, -S
' `•�:;
� °Q°
`T
_ 5
.2. ,,
COMPACTION BEFORE BASE IS PLACED.)
3
2.15:
23A
BASE
°a a
J.
TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
4" Min a °o 0 .0 o
°a
5
MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE.
a
17:5
4.
THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
2
1' 6"
#68 OR57,
STONE BASE
UNDER CURB.
3
AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60
STANDARD CG -2
8
DAYS, THE PUGMILL REQUIREMENT WILL APPL Y.
15.7
5.
THE USE OF AN AGGREGATE SPREADER lS REQUIRED WHEN PLACING AGGREGATE BASE.
NO SCALE
6.
BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE SURFACE TREATMENT IS APPLIED.
7
PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.).
8.
BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
(VARIABLE WIDTH)
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9.
ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
4" CONC. (3000 PSI AT 28
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
DAY, OR STONGER)
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHINy��,��
/�\��
::.'' :'.. ': ' :.:.; °: :� : <•' ;; ,; '
����\����\���
THE STREETS RIGHT OF WAY.
4" 21 -A STONE BASE
CONCRETE SIDEWALK
LIST 1: GENERAL CONSTRUCTION NOTES
NO SCALE
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PREMIT 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 DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
TOP
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
OF
4 "-
2" R
J.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
CURB
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
4
CONSTRUCTION.
6 '
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
1
n
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
13"
<a
`'
LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
: ° A'` < ; 4; a ° •
7"
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE
• 7 A < °
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
° °' .'.'a' ::.: '• ' '' '
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
4"
DEVICES
MlN
8.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
1 '
6 "-- 2'
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
DOT #57, #68, OR #78
STANDARD CG -6 STONE BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND /OR
BACKFILLING.
0,-\ /
.n
V
• C' fi
e-
/
F
L
/
P =�
/
V
y � f
r )y
q �
2 Y •co
ti
P
O i
( / •o QrG� �� j OG'A \ TEST LOCl TYPJ f
t
y
e>
A-
i
PTO ,1�1���
\� v
0 to
o. -
\-
/
/
\ OF(
� \.
r,' u
BORE TEST - LOCATION MAP-
1"=150'
EXIST. GROUND
EXIST. GROUND
R/W C/L R/W
POINT OF
FINISHED GRADE
2" SM -9.5
° "b °16, ° ° �° ��� ° 0jb%o °°N aria°
1' 8" 21 -A 1'
O. 10' )0' 0. '
23'
TYPICAL PRIVATE TRAVELWAY SECTION
(23' ESMT)
PENNYIYELL LANE (BLOCIY 4) - STA 1AZf15- ->3f15
P.ENSHAIY COURT KCST - STA 11V-00- 12*50
PENNYIYELL COURT
NOT TO SCALE
Table A, Pavement Design (VDOT Pavement Design Guide)
Pavement Design
RF= I•O
EUCatiUp
_
AD T
11CV
Design
At�•r
f3 !
SSY
DC
Surface -:ET d. .13518E
b li
.''iEEt?•bl:1Se
It iL
A3Y
tfE7'
Golf rive
y
Ie 3w h
tl5lk t,OIU'l t'�4r1
(North)
7144
64
0
f
}
t
3 QQ
64
11.6
8� 1
11.6
�.l .4,15
17.12
,LTi9 3
IaRt- >5
)
2
..
2 2S
I.G?
13M 25
BM-25
5
U
?_
2. 5
l .G
, ,
t E3
21A
4
$
U.G.
0.6
14.9U
8.k4
IlQnsNi w C'ourt(NWsi)
Lou
U
IUO<
1{.I
ti.l
5.70
1111--1.5
2
1.67
BM -75
10
2.15
STONE BASE
13'
BASE
8, 14
k r eUitw Court (East)
l:t
p
146
8.1
8.1
7.02
SvE -J .S
7
1.67
t3tv1-25
U
2.15
21A
K
0.6
8:14
Pf;un wet/ Labe E3toctL4
Y ( ) .. . -. -
Pakin Spaces t CILCk
fenny Well Court (Block 13A)
152
NJA
U
� A
5 n
1. _
_
.
N/A
8.t
.
8.1
11: 1
H I
8.1
7 .l6
N, A
N/A
SAt�t -J.S
N1 9.5
SM -9,5
mm
2
1. 67
t -67
1.67
t3tv1 5
3M a 5
BfvE 25
t?
�215
0
_, t 5
1.6
_ l rl
21B
21A
$
8
S
U.6
0.6
0.6
f�. l�#
8.14
8.14
1L liv Well Lune (Block 17 A )
SJU
8 I
1
11,11
SM -9.5
l 1 12
2.25
13M _S
3 12.15
21 A
6
0,6
17.43
. ,
Clareltxinl E.frtn
600
S
5
G.O.
7.4
7.4
l 1
2, -S
_ C
S1E J.S.
7
.,
`T
_ 5
.2. ,,
?
E3h1.�5
3
2.15:
23A
6
O.G.
J•#.SS
Upland Drive
1315
5
1265
17:5'
17:5
13.3)
Sht -L1:5
2
2.25
EiNt -2S
3
2.IS
21B
8
U.8
15.7
NOTE: SPOT -CHECK INSPECTIONS AND CBR TESTING
COMPLETED BY FROEHLING & ROBERTSON, INC. ALL
SPOT -CHECK LOCATIONS MET OR EXCEEDED THE
REQUIRED THICKNESS OF COMPACTED 21A SUBGRADE,
INTERMEDIATE BM -25 AND SURFACE -9.5A, AS DESIGNED.
CG -6
4" CONCRETE CURB & GUTTER
SIDEWALK
6' PLANTING °
4" VDOT 21A STRIP 4" ypor
STONE BASE VDOT STD. 21A
4" BM -25
_ STONE
1
BASE 3'
(TRAVEL LANE)
TYPICAL STREET SUCTION' (61" I,11F)
COLF DRIVE
NOT TO SCALE
S qp
SCOTT R. COLLINS Z
No. 35791 ll
o��`S'S 11�1�
I E
0
N L
A
4" CONCRETE
z
SIDEWALK
POINT OF
CG -6
FINISHED GRADE
CURB & GUTTER
Q
4" CONCRETE
3;1
SIDEWALK
2" SM 9.5
4" VDOT 21A
6' SNG
TRIP
o o cocom
s° °°°oom
6' PLANTING
STONE BASE
O
STRIP
1
4' MOT
Q
4" VDOT 21A
9" 218
S 1 A
VDOT STD.
STONE BASE
13'
BASE
UD-4
(TRAVEL LANE)
2.5
6'
TYPICAL STREET SUCTION' (61" I,11F)
COLF DRIVE
NOT TO SCALE
S qp
SCOTT R. COLLINS Z
No. 35791 ll
o��`S'S 11�1�
I E
0
N L
A
N M
rri Ln
rl CV
O T-i
-.1 �1 I U)
RIW _
4" CONCRETE Cl G -6 POINT OF CG -6 4" CONCRETE
7- J-/ 2" SM 9.5 SIDEWALK CURB & GUTTER FINISHED GRADE CURB & GUTTER SIDEWALK 0)
EXIST. GROUND 1 1' 11 r 1/4" 1 r 3 EXIST. GROUND J
CM t9
6' SL1RlP NG " .'.' ° � ° °° � °� � ° °° 6' PLAN77NG M
4" VDOT 21A 4 Ivor ° STRIP
STONE BASE 21A 4' 1g0T 4" VDOT 2E 0
VDOT STD. sTaNE 3" BM -25 sioNE VDOT STD. STONE BASE
EXIST. GROUND 1• UD -4 BASE 8" 21 -B BASE UD -4 EXIST. GROUND N
5' 6' 2.5' 2.5' 6' S• 7
10' 10' ~'
(TRAVEL LANE) (TRAI/EL LANE) M
49' N
TYPICAL STRZ T SECTION (49 ' Rl#) I �
UPLAND DRIVE CN
NOT TO SCALE Q
4" CONCRETE
z
SIDEWALK
O
EXIST GROUND
Q
1. . . 1'
3;1
4" VDOT 21A
6' SNG
TRIP
O
STONE BASE
O
EXIST. GROUND
1
Q
5'
6'
Zo
o
O
Z
On
J
Q
H
W
�
Q
t�
H
W
H
LU
w
H
CL
h,,
/ ry
W
�
Ww
JZ�
1
ce3�
EXIST. GROUND
3•�
EXIST. GROUND
N M
rri Ln
rl CV
O T-i
-.1 �1 I U)
RIW _
4" CONCRETE Cl G -6 POINT OF CG -6 4" CONCRETE
7- J-/ 2" SM 9.5 SIDEWALK CURB & GUTTER FINISHED GRADE CURB & GUTTER SIDEWALK 0)
EXIST. GROUND 1 1' 11 r 1/4" 1 r 3 EXIST. GROUND J
CM t9
6' SL1RlP NG " .'.' ° � ° °° � °� � ° °° 6' PLAN77NG M
4" VDOT 21A 4 Ivor ° STRIP
STONE BASE 21A 4' 1g0T 4" VDOT 2E 0
VDOT STD. sTaNE 3" BM -25 sioNE VDOT STD. STONE BASE
EXIST. GROUND 1• UD -4 BASE 8" 21 -B BASE UD -4 EXIST. GROUND N
5' 6' 2.5' 2.5' 6' S• 7
10' 10' ~'
(TRAVEL LANE) (TRAI/EL LANE) M
49' N
TYPICAL STRZ T SECTION (49 ' Rl#) I �
UPLAND DRIVE CN
NOT TO SCALE Q
C/L
R/W POINT 01F R/W
FINISHED GRADE
2" SM -9.5
1/4'• 1, 0�0p0p0p 1/4 " ": 1
�0 �A&ie aliLa0 0 4
8" 21 -A
1' 4'
0. 7' 7'
20'
TYPICAL PRIVATE TRAVELWAY SECTION
(20' ESMT)
PENSHAW COURT WEST - STA 10 +00 -11 +00
PENSHAW COURT NORTH - STA 14 +20 -15 +00
NOT TO SCALE
R/W R/W
CIL
POINT OF
FINISHED GRADE
VDOT CG -2 VDOT CG-
2" SM -9.5
1/4" 1' 1
°w °&° aSL B dA'N,%° &t%. °o= ap%
421oT 4" "210
1' STONE 8" 21 -A STONE 1'
BASE BASE
0 TRAVEL LANE TRAVEL LANE PARKING LANE
31'
TYPICAL PRIVATE ROAD SECTION
(32' ESMT)
8007 'ELL LANE (BLOCZr 4) - STA 10150- 12--15
PENSfXAAr COURT NORTH - STA 421-50- "-1-20
NOT TO SCALE
CG -6
CURB & GUTTER
o o°o w
4'210T
E 3" BM -25
BASE
5
10'
(TRAVEL LANE)
POINT OF CG -6
FINISHED GRADE CURB & GUTTER
2" SM 9.5 \
4' MOT
6" 2fA BSE
AS 2.5'
10' g'
(TRAVEL LANE) (PARKING LANE)
TYPICAL STRL'�'T SUCTION (54.6" j?//#r)
CLAN %OAT LAND'
C/L I
R/W CG -6 CG -6 R/W
- CURB & GUTTER POINT OF CURB & GUTTER
FINISHED GRA
`3 2" SM -9.5
EXIST. GROUND 11'
g;1
..'.A o000 00 0 p%Uip °dif8 8990000 op o cpo 000 16W o
T 4 21AOT 4 210T
6" 21 -A to
STONE 3" BM -25 STONE
EXIST. GROUND 1' 2 5'E BASE 1'
10' 10'
( IRAVEL LANE) (TRAVEL LANE)
TYPICAL STRE'E'T SEC TION
PENNY /YELL LAND' (BLOCK AYB)
NOT TO SCALE
---- i4
EXIST. GROUND
EXIST. GROUD
SCALE, NONE
- R/W CG -6 CG -6
FINISHED GRADE
CURB & GUTTER POINT CURB & GUTTER
3,
EX /ST. GROUND 2" SM -9.5
S2TONVE 3" BM -25 6" 21 -A STONEY
EXIST. GROUND 5' BASE BASE
0.5' CONCRETE 6 2.5' 2.5'
SIDEWALK PLAN77NG STR /P
10' 10'
(TRAVEL LANE) (TRAVEL LANE)
48'
TYPICAL STRE'E'T S'E'CTION
UPLAND .DRIVE
S TREE T TYPICAL CROSS SECTIONS
4" CONCRETE
SIDEWALK
EXIST GROUND
1. . . 1'
3;1
4" VDOT 21A
6' SNG
TRIP
STONE BASE
EXIST. GROUND
1
5'
6'
C/L
R/W POINT 01F R/W
FINISHED GRADE
2" SM -9.5
1/4'• 1, 0�0p0p0p 1/4 " ": 1
�0 �A&ie aliLa0 0 4
8" 21 -A
1' 4'
0. 7' 7'
20'
TYPICAL PRIVATE TRAVELWAY SECTION
(20' ESMT)
PENSHAW COURT WEST - STA 10 +00 -11 +00
PENSHAW COURT NORTH - STA 14 +20 -15 +00
NOT TO SCALE
R/W R/W
CIL
POINT OF
FINISHED GRADE
VDOT CG -2 VDOT CG-
2" SM -9.5
1/4" 1' 1
°w °&° aSL B dA'N,%° &t%. °o= ap%
421oT 4" "210
1' STONE 8" 21 -A STONE 1'
BASE BASE
0 TRAVEL LANE TRAVEL LANE PARKING LANE
31'
TYPICAL PRIVATE ROAD SECTION
(32' ESMT)
8007 'ELL LANE (BLOCZr 4) - STA 10150- 12--15
PENSfXAAr COURT NORTH - STA 421-50- "-1-20
NOT TO SCALE
CG -6
CURB & GUTTER
o o°o w
4'210T
E 3" BM -25
BASE
5
10'
(TRAVEL LANE)
POINT OF CG -6
FINISHED GRADE CURB & GUTTER
2" SM 9.5 \
4' MOT
6" 2fA BSE
AS 2.5'
10' g'
(TRAVEL LANE) (PARKING LANE)
TYPICAL STRL'�'T SUCTION (54.6" j?//#r)
CLAN %OAT LAND'
C/L I
R/W CG -6 CG -6 R/W
- CURB & GUTTER POINT OF CURB & GUTTER
FINISHED GRA
`3 2" SM -9.5
EXIST. GROUND 11'
g;1
..'.A o000 00 0 p%Uip °dif8 8990000 op o cpo 000 16W o
T 4 21AOT 4 210T
6" 21 -A to
STONE 3" BM -25 STONE
EXIST. GROUND 1' 2 5'E BASE 1'
10' 10'
( IRAVEL LANE) (TRAVEL LANE)
TYPICAL STRE'E'T SEC TION
PENNY /YELL LAND' (BLOCK AYB)
NOT TO SCALE
---- i4
EXIST. GROUND
EXIST. GROUD
SCALE, NONE
- R/W CG -6 CG -6
FINISHED GRADE
CURB & GUTTER POINT CURB & GUTTER
3,
EX /ST. GROUND 2" SM -9.5
S2TONVE 3" BM -25 6" 21 -A STONEY
EXIST. GROUND 5' BASE BASE
0.5' CONCRETE 6 2.5' 2.5'
SIDEWALK PLAN77NG STR /P
10' 10'
(TRAVEL LANE) (TRAVEL LANE)
48'
TYPICAL STRE'E'T S'E'CTION
UPLAND .DRIVE
S TREE T TYPICAL CROSS SECTIONS