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2.5' Grok,
Catch Basin
4" PVC. Water Line FILL SE C T I ON _—
YO RK S H IRE ROAD '�� N4500 E i
DI TCH
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I I DATA
1
12 Drainage Easement 211`
12°00 LT
RAD. = 1725 . 00
TAN.; 181.31
B L O C K C ARC 361 28
I
O 1
I • /T B �oW
/ ---Line VAw
Water ���_�-
—.'. P• SECTIONq FILL
- -_ DITCH
.
DITCH -- —
BLOCK �.
0
0
70
PLAN as constructed
Sept. 197E
I
4 _ I— 3
20' PAVEMENT
2
M IN C B R 10 SUBGRADE REQ'D.
B A S E: 6" A G G R. T YPE 21 OR 21 A
SURFACE C L A PRIME B DBL. SEAL
T Y P I C A L S E C T 1 ON
NOTE:
I MATERIALS 8, CONSTRUCTION WILL CONFORM TO CURRECT
SPECIFICATIONS 6k STANDARDS OF VA. DEPT.OF HW¢YS .
2. EROSION & SILTATION CONTROL SHALL BE PROVIDED WHERE
NECESSARY PRIOR TO CLEARING, GRADING , a CONSTRUCTION.
3, DISTURBED AREAS TO BE TOPSOILED 8' SEEDED.
4, IF CBR 10 SUBGRADE IS NOT OBTAINABLE, UP TO 6" OF
ADDITIONAL SELECT MATERIAL OR AGGR. MAY BE REQUIRED
5. ADDITIONAL PAVED DITCH MAY BE REQUIRED IF NECESSARY
AND DIRECTED BY THE VIRGINIA DEPARTMENT OF HIGHWAYS.
6. SURFACE FLOW MUST BE RETAINED WITHIN DRAINAGE
EASEMENTS PRIOR TO ACCEPTANCE BY THE VIRGINIA
DEPARTMENT OF HIGHWAYS.
PL
A N
AND
PROFI LE
Y
0
R
K
S
H I
R
E
ROAD
EARLYS VI LLE HEIGHTS SUBDIVISION
ALBEMARLE COUNTY , VIRGI N I A
AUGUST- 1973
Revised : October 1973
Revised : April 1976
Wm. MORRIS FOSTER
C E R T I FIED LAND SURVEYOR
Illl
PLATE 1, PLAN -PROFILE
K 'r KEUFFEL & ESSER CO.