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U. S. ROUTE 250
f
(ROCKFISH GAP TURNPIKE) TO STATE ROUTE 240--,-- _
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TO (:ROZET r , - - ' �-
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EXISTING EDGE OF PAVEMENT
PAVEMENT TO 8£ MARKED IN ACCORQANCE WITH VDOT
INSTRUCTI NS
c 300' FULL WIDTH (12'-0" ` �•- _ _ _ SIGHT DISTANCE SIGHT DISTANCE
TURN LANE PLU-S-50 " fi�#p
` PAVEMENT DESIGN SPECIFICATION IS SHOWN ON SHE TER- AVE N7 SLOPE 1/4' p£R +800 FEET
- _ cv . . FE +1000 FEET
0`� FIRE
E�STIN
HYDRANT
FpA��
►�E
CALCULATED
--F-IRE- FWW=
630 ° 03' 57" E 646.12' - 2559 GPM ------------- - - --
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PA
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ADD (9) NIN
BARBERRY (1-1 ) `
Q
AROUND BASE N
EX DI (CONVERT TO MH TOP)
T = 632.6
SECTION THROLASH
ROAD/PARK I NG/GROCERY
±
OF SIGN w — --l- - _ ____-- 633
l rh
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(SEE SHEET A4) --
PAINTED APRONS
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EXISTING AND PROPOSED EDGE OF,pgyE�NT
ACCELERATION�LANE�..
440' DISTANCE BETWEEN ENTRAN
CES
RIDGE�EE4TRANCE TU. S. ROUTE 250 BLUE
(ROCKFISH GAP TURNPIKE) BENCH MARK'� ILDING SUPPLY
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+ + HYDRANT
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SHOPPING CENTER
ALBEMARLE COUNTY
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21 OOT 2008
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.a
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6 FEB 199,
5 AFI 2002
1, FEB 2005
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