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1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION ( HEREAFTER ABBREVIATED V.D.O.T. ).
2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHOD
SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T.
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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY
OBTAINABLE LESSER SLOPE$ OF 4:1 OR BETTER ARE TO BE ACHIEVED.
5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION UNLESS
OTHERWISE SHOWN.
6. PAVED OR RIP RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
DIRECTOR OF ENGINEERING, OR HIS DESIGNEES, 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, LATEST EDITION.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
P. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1A28 ).
10. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE AND REPORT ALL INCONSISTANCIES TO THE ENGINEER AND/OR ARCHITECT.
11. OUTDOOR LIGHTING SHALL BE DIRECTED AWAY FROM ROADWAYS AND ADJACENT
PROPERTIES AND SHIELDED WHERE NECESSARY.
12. ALL SERVICE UTILITIES ARE TO BE PLACED UNDERGROUND.
13. IN LIEU OF CONCRETE STORM DRAIN PIPE ADS N.12 CORRUGATED POLYETYLENE
PIPE MAY BE USED IN CONJUNCTION WITH BEDDING TYPE PBA.
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR
NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE
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 MUCTURES AS
NECESSARY.
3. ALL MATERIALS AND CONSTRUC r ION SHALL CWPLY WITIri GEN EPAL Wig mr�
SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE
COUNTY SERVICE AUTHORITY ON w' • NUARY 20TIM, AS AMENDED JULY 1,19.
4. ALL ELEVATIONS ARE BASED ON U.B.C. AND G.S. DATUM.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING' MISS UTILITY
(1 000 552 7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF
COVER MEASURED FROM THE TOP -OF -PIPE, OVER THE CENTERLINE OF
PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS
AND WATERLINES, ETC.
7. 2B' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES
S E-DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY,
EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT OF WAY OR AN
ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO
BE DEDICATED AS A UTILITY EASEMENT.
S. T MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER
CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. USE
1 /L' THICK THERMA CEL PIPE INSULATION IN TX 4' SHEETS AS
MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE
COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND
CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF
CULVERT WHEN PARALLEL
9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY
SERVICE AUTHORITY. TO ACCOMODATE THESE METERS, METER LIDS
WILL REQUIRE A 1 3/4' HOLE TAPPED INTO THE CENTER OF THE LID.
BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS -FROM
ENTERING THE BOX PRIOR TO METER INSTALLATION.
10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
11. CERTIFICATION THAT 95 PER CENT COMPACTION IS OBTAINED SHALL BE
PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND
APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE
EXACT AREA THAT THE CERTIFICATION APPLIES TO.
12, VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE
y RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
SrM TOT&S AND LAND USE DATA NOTES -
OWNER STAR ENTERPRISES D.B.1072 PAGE 444
DEVELOPER / CONTRACT PURCHASER
TIGER FUEL CIO DAVID SUTTON
200 CARLTON ROAD
CHARLOTTESVILLE, VIRGINIA22901
TOTAL SITE AREA : 37974 S.F. / 0.872 ACRE
PRESENT ZONING : HIGHWAY COMMERCIAL
PARKING SCHEDULE:
13 SPACES PER 1,000 S.F. GROSS FOR FAST FOOD RESTAURANT
1 SPACE PER 200 S.F. GROSS FOR FOOD STORE
2,038.6 S.F. GROSS FAST FOOD / 1,000 S.F. a 2.72 x 13 x 27 SPACES
1,868-S.F. GROSS FOOD STORE,/ 200 S.F.: 9 SPACES
PARKING REQUIRED a '36 PARKING PROVIDED a 37
BOUNDARY SURVEY BY : B. AUBREY HUFFMAN AND AS,. LTD.
TOPOGRAPHIC SURVEY BY : B. AUBREY HUFFMAN AND ASSOCS. LTD.
1Ill Tf alli "iiiiiiiiii IN
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VICINITY Mill'".
BUILDING COVERAGE 4,097.8 S.F. 11 %
PAVEMENT AND WALKS 31,734.2 S.F. 8 3
OPEN SPACE 2,142 S.F. 6
THE SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED,
VARIANCES AND ZONING PROFFERS
ZMA 86-19, VAS',---11, VA 87-67,1-51W
VA 8 8�8 0_, VA 9 0 - 3 8'— M44 vWca, LAA
1� � 05, MAXIMUM NUMBER OF EMPLOYEES : 12
17
AN ADDITIONAL 16 PARKING SPACES ARE PROVIDED
AT THE PUMP ISLANDS AND IN THE DRIVE THROUGH
STACKING LANE
SCALD : 1' : 2,000
PLAN PREPARED BY
INSPECTIONS DEPARTMENT : FIRE OFFICIAL
ZONING DEPARTMENT
ALBEMARLE COUNTY SERVICE AUTHORITY
PLANNING DEPARTMENT
ENGINEERING DEPARTMENT
VIRGINIA DEPARTMENT OF TRANSP'ORTAT1ON
VIRGINIA DEPARTMENT OF HEALTH
WE THE UNDERSIGNED DEVELOM (0) UNDW1"AND THAT A"ROVAL
OF THIS PLAN BY THE COUNTY OF ALOEMARLE DOES NOT'
NECESSARILY INDICATE VIAL NIA DVARTMENT OF TRAM '9'ATIdN
( VDOT ) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE
COUNTY DOES NOT IN ANY WAY AWEVVE MIc OF MY RE lPON818IL11Y
IN OBTAINING FINAL VDOT APPROVAL PAK)R TO THE ISSUANCE OF
BUILDING PERMITS AND / OR CERTIFICATES OF OOCUPANCY.
B. AUBREY HUFFMAN ND ASSOCIATES LTD.
CIVIL ENGINEERING - LAND SURVEYING -LAND PLANNING
CHARLOTTESVILLEp VIRGINIA
Sheet ado. I of 2
SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPUTATIONS
KEY BOTANICAL i MIN. CALIPER TOTAL HEIGHT TOTAL WIDTH AREA OF GUANTI'iY
COMMON NAME IN 10 YEARS IN 10 YEARS CANOPY
r� CERCIS CANADENSI S 1 1/4" 24 2 2 39 6 S.F. 3
r-� EASTERN REDBUD
(r- 2 PLATANUS OCCIDENTALIS 1 3/4" 32 27 576 S.F 2
S Y C A M O R E
QUE R CU S IMBRI CARIA 1 3/4" 2 3 23 39 7 S.F. 4
T
,D
SHINGLE OAK
AUGUST 14, 1995
Revi si o n s
J�7
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Z/�
TOTAL AREA
OF CANOPY
II 88 S.F.
MAXIMUM AMOUNT OF PAVED PARKING A
VEHICULAR CIRCULATION AREA = 26,535 S.F.
11 52 S. F.
1 5 8 8 S. F.
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GRAPHIC SCALE 1"=20'
0 20 40 60 80 100 120 140
U.S, ROUTE 250
To Richmond - —
Variable
Top of finished
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SITE DEVELOPMENT PLAN SHOWING
P A N T 0 P S
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T E X A C 0
AMEMARLE COUNTY, VIRGINIA
B. AUBREY HUFFMAN AND ASSOCIATES LTD.
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
CHARLOTTESIVILLE, VIRGINIA
Sheet No. 2 of 2