HomeMy WebLinkAboutSDP199500036 Plan - Approved Major Amendment, Final Site Plan 1995-06-29U. S. RT. 29 N. B. L.
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NOTES
1. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUC-TION METHODS
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D. O.T.
UNLESS OTHERWISE NOTED- 1
2. 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.
3. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE
REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE
ACHIEVED.
4. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL
FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION
5. SITE IS NOT LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR
WATERSHED.
6. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF 'fHE
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.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY}"
(1-800-552- 7001) .
9. THIS SITE IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD
PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM.
10. MAXIMUM HEIGHT OF ALL BUILDINGS IS NOT TO EXCEED 35'.
11 OUTDOOR LIGHTING IS TO BE DIRECTED TOWARDS THE SITE AND AWAY FROM
ADJACENT PROPERTIES AND ROADWAYS.
12. ALL LANDSCAPING SHALL BE MAINTAINED AND REPLACED SHOULD ANY DIE.
}
DEPT OF PLANNING
DEPT OF ENGINEERING
ACSA
DEPT OF ZO NG
FIRE OFF1019h
LEGEND:
SIGNAL
L' SWITCH
UTILIT`( POLE
G GUY
O SD-2 STORM GRATE
❑ SD-1 DROP INLET
):�' GROUND LIGHT
-F 507.67 SPOT ELEVATION
WM WATER METER
WV WATER VALVE
FH FIRE. HYDRANT
CONC. CONCRETE
SMH SANITARY MANHOLE
LP LIGHT POLE
S SIGN
UGE UNDERGROUND ELECTRIC
UGT UNDERGROUND TELEPHONE
UGG UNDERGROUND GAS
K F V
CONCRETE
ASPHALT
TOPOGRAPHY PREPARED BY:
CHAARLOTBTESVILLE, VIRGINIA
INC.
SITE
SITE DATA
x OWNER: CRESTAR BANK.
919 EAST MAIN ST.
RICHMOND, VT_RGINIA 23219
X ARCHITECT: ARCHITECTS DAYTON AND THOMPSON, P.C.
3111 NORTHSIDE AVENUE
RICHMOND, VIRGINIA 23228-5409
PHONE 804-262-7941
FAX 804-262-8071
x DEED BOOK: 514/374
x TAX MAP: 61 PARCEL 123A
x ZONED: CO: SPECIAL USE PERMIT APPLIED FOR
Ec (ERTRAtCC-7 CORVF DQR) , 5P 95-02
SETBACKS: FRONT: 10' PARKING: 30' BUILDING
REAR/SIDES: N/A WHEN ADJACENT
TO COMMERCIAL
x SITE AREA: 1.2 ACRES ±
RIO MAC0STE.RIAL_ 01STRIC-T
X THIS SITE IS WITHIN THE STORMWATER
DETENTION DISTRICT.
iE L IUHTINU UNDER THE FACIA S14AL.l_ BE PLACED W►TN THE
CE11_INC% LIGNTINICG RECESSED.
LANE InIDICATOR LIG975 PLACED ON THE C.ANCPY SHAD_
NOT BE VISIBLE- FROM ROUT C 29.
LAND USE: BEFORE AFTER
BUILDING 5.6% 6.6%
PAVEMENT 76.3% 82.1%
OPEN/LANDSCAPED 18.1% 11.1%
7IT -
PROPOSED DEVELOPMENT:
TO EXPAND AND RELOCATE EXISTING DRIVE-IN WINDOW
FROM ONE DRIVE -UP WINDOW
TO A' ;TOTAL- `OF THREE LANES
]ER AREA TO BE DISTURBED IS APPROX. 0.1 ACRES
NEW IMPERVIOUS AREA TO INCLUDE:
X NEW TELLER AREA (BLDG. ADDITION): APPROX P-18 S.F.
x'CANOPY AREA FOR DRIVE THRU: APPROX. 621•S.F.
NEW PAVEMENT: IS.F.
_ APPROX. Ig60
APPROX. Z-177 S. F .
(0.0/o AC)
ALL UTILITIES SHALL REMAIN THE SAME
PAVEMENT: 10" #21 A AGGRE.STONE
2" - SM-2A SURFACE MIX
CONCRETE PAVEMENT: 6' REINFORCED, 6X6 W1.4 X W1_4
6" AGGREGATE BASE
CURBING: TO BE VDOT STANDARD CG-2
ROOF DRAINS: SHALL BE PIPED TO EXISTING STORMWATER SYSTEM
VICINITY MAP
SCALE: 1" = 2000'
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DESIGNED BY DATE
TG 4-10-95
DRAWN BY DATE
TG 4-10-95
CHECKED BY DATE
JWG 4-10-95
FILE EDIT
CRESTAR.PRO
SCALE 2 0: 1
DRAWING
1: 1
PLOT
PROJECT 7633-801
OF 2
SHEET NO.