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DATE,
DEPARTMENT OF ENGINEERING
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-
DATES
OF PLANNING AND
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CCOMMUNEY DEVELOPMENT
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DEPARTMENT OF ZONING
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VIRGINIA DEPARTMENT OF HEALTH
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DETAIL "B" — GUARDRAIL
TYPICAL CORNER SECTION
N.T.S.
-� 210' 1 INTERSECTION TO ENTRANCE —�--
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U.S. ROUTE 250 EAST 80' R.O.W.
ADD 2' OF ADDITIONAL DECEL LANE TO BRING TOTAL WIDTH
MEDIUM STREET TREES_ TO 12' (SEE DETAIL "A" FOR CROSS-SECTION REQUIREMENTS).
D.I. INFORMATION
TOP
INV.
D.I, STYLE
#1
363.70
359.17
DI-36
#2
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359.63
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#3
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363.62 (12"
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#4
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365.47
DI-3B, L=8'
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360.05
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42' - 15" RCP
INV. IN 376
INV. OUT 375.5
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EDGE 1001 VIRGINIA POWER R.O.W.
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BOTANICAL NAME
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SIZE
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CRATAEGUS CRUS-GALLI
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8'
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B&B
2
OR
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SOURWOOD
1.5" CAL
B&B
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JAPANESE HOLLY
15"
HEIGHT
3
GAL.
CONT.
4'
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108 '
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WOODS DWARF NANDINA
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CONT.
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TYPICAL FRAME 8 COVER
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OR JUNCTION BOX
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ELEV. 363.29
48" RCP
10" ORIFICE INV, 359.63
DETAIL licit
STORMWATER DETENTION MANHOLE NO.2
N.T.S.
ADJUST TO FIT 01-48
CONTOUR INT.=
REVISIONS (CONT.):
SEPT: 23� 1987
OCT. 2, 1587
DEC. 14-1,1987
DEC. I8, 1987
JAN. 61 1988
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Project Data
Project Name: BASCOM CARWASH
Owner/Developer : CLEAN MACHINE, INC.
P.O. BOX 1536
CHARLOTTESVILLE, VA. 22902
Description. Tax Map Z
Address : NA
Deed Book Reference: DB %S Page t-2-q-
Magesteria-1 District: RIVANNA
Zoning: HIGHWAY COMMERCIAL
Present Use: VACANT
Proposed Use: CAR WASH AND APPOINTING FACILITY
Site Area: 43,560 SF 1.00 Acres
Development Stats:•
Building 4,768 SF 11.0 %
Pavement 28,938 SF 66.4 %
Open Space 9,854 SF. 22.6 %
Density: NA
Number of St —Dries: 2 STORIES
Building Height: 35' MAXIMUM
Gross SF: 5400 SF COMMERCIAL
811 FLOOR AREA RATIO
Number of FMPLOYEE6 12
Parking Required: 12 Spaces
Proposed: 15 Spaces
Notes
Boundary, Topography, Easements, etc. taken- from plat by: ROUDABUSH 8 GALE,
ASSOC da ted MAY 18 , 19 87 • '
Contractor shall verify location of all boundries, buildings,
vegetation and other pertinent site elements.
Contours based on SLT4 benchmark ELEV. 363.84
Outdoor lighting to be directed toward the site and away from
adjacent properties and roadways.
Landscaping to be maintained and replaced if any should die.
Pavement sections 1.5" S-5, 21-A Stone.
Curbing to be : VDOT STD. CG-2, EXCEPT AS NOTED.
Sidewalks to be: 4" THICK, 3000 PSI, REINFORCED CONCRETE, SLOPE AWAY FROM BUILDINGS,
Traffic paint to be: 4" W-IDE WHITE STRIPES
Hydrant flow at nearest fixture: 2500 GPM at 20 PSI residual.
OFFICE SPACE IS FOR CARWASH PURPOSES ONLY AND IS NOT TO BE USED OR LEASED BY OTHERS.
NOTEt
EXCEPT IN EMERGENCIES, THE CONTRACTOR SHALL GIVE AT LEAST FIVE DAYS' ADVANCE
NOTICE OF ANY WORK BEING PERFORMED WITHIN THE RIGHT-OF-WAY TO THE
VIRGINIA ELECTRIC AND POWER COMPANY DISTRICT MANAGER IN ORDER TO HAVE
AN INSPECTOR PRESENT WHILE THE WORK IS IN PROGRESS AND PAY THE COSTS FOR
THE INSPECTOR, IF SUCH INSPECTOR IS REQUIRED.
WASH WATER IS TO BE RECYCLED AND DISCHARGED IN TO THE SANITARY SEWER SYSTEM.
SITE LIGHTS - FIXTURE #21 SEE 61A-6.
SCALE
I" = 20'
DATE
JUNE 811987
REVISIONS
JULY 6 ,1987
JULY 8,1987
JULY 27,1987
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JOB NUMBER
87 112 00