HomeMy WebLinkAboutSDP000000396 Plan - Approved Site Plan Approval 1986-11-18J4 0
PROPERTY OF Dr C. W. HURT ,Qe Oro o
k PRESENTLY ZONED B -/ -- - --� 0 R
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PRESENTLY ZONED B-/
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Q Q 7' NONCOMBUSr /BLE i► m
to to ° PAR rITION \ , r
a v a °'�_ ._.._ -_. ..._ 1 N40 °2B' 33 E 2 80.08 y\ o
PAVED P d�srer
SERV /CE AREA_
_
1
\
EMPLOYEE
PARKING
� 1
Fv / r
ol
It
Im � \
\ \ \ \ \ \ \ (6) RED BUDS a' \
/ / / It ♦ \ \\ \ h o�
0 20
LQ
ox 0
9 i
/ / 1 0 \ \� \ \ � O�
s �+
1
` s
/
PLANTING AREA
(cORNu rA o
O
5
? \ \ 11
\ \
VMS
ACCESS f PFAMP
\ o h Q
(NO PARKING)
VLAVIANO / / / �/ ` �� 0, pn) d \p
PRESENTLY ZONEDB - / 0
Q
ALL OUTDOOR LIGHTING �._ BURFORD
y / o BE DIRECTED INTO S /TE \ \ HOLL (/3) t�
1 i'
`'r
45'M/N. BLDG.
SETBACK LINE \
MH TOP 466.20
--- -01NV462.95
(21 E EGR/EAES O EX GRNON - \�^ 6„
SITE BENCHMARK
C0,7C. CU/ft c ® _ _AN 5'E W 4 !° g l 6 \
' -�_;� $ -�� � � / ,. TOP (IF FIRE HYDRANT
8 ti'on.Sewer r- _ (5) AtALEAS (2) EVER2SREEN /n_ \ \ ��� , F-X /STING ELEV. 468.99
yav y �- . oOD MAGNoLTAS - ..� - I 40 UT1Lir �£ASEMENr 1 , \
DOG WOOL `
COWNECTION TO - - - - _ _ - ` �lgS 3. - 8F �S 1 /� �. \ - - \ i
EYISTING SYSTEM - - - _ - � r � � ��_ sFFOfg T � \ � \ � ` � � 111 � v I � A c i
�° O t ` ® 58.49 S/TE TOTALS
Ql. 3A � � � YEPCO R/W � I \ �(2) OBUD
- - - - _ THROAT ELEI l
461 I \ R = TOTAL S/TE AREA : 62, 370 sq. ft.
456.5
70" WL. - ` - B R!ED ut ul rr caetf- "' y— - 5 . bC BULL DING COVERAGE-, 6 22 8 sq. ft.
_ N AR WATER /NE... TOTAL PARKING: 8 7 SPACES
` S 4 0 °' 17 ' 4 O " W \ 2 6 9.31 \ 7" CARE SHOULD BE TAKEN NOT TO DISTURB UNDERGROUND �i ' - - - l
_ THE OAS DIVISION OF THE DEPT OFPUBL /C WORKS - DIVERS /ON o/rCH (77 SPACES REOD, SEC. // -7- 7(30) CO. ZONINGORD /N)
- - FOR THE CITYOFCHARLOTTESVILLE SHALL BE - U E N T A
TIL /T/ S ! HIS ARE
! NOTIFIED PRIOR TO THE BEGINNING OFANY Qss \
_ , q,<h _ ' � , � \ � � � _ \ � � 46a _ � _ _ 46 � � _ _ OWNED B DEVELOPED BY Dr G. W HURT, VA, LAND CO. OFFICE BLDG,
- EXCAVA-r1ON WITHIN THE 40'Ur/L1TYl EASE. " _ - - - - _
- - - -__ _ - - _ - - _ - - _ __« -__ -� U.S. ROUTE 29, ALBEMARLECOUNTY, VIRGIN /A y
GE OF ED PAVEMENT
Nb� WESTERN SIZZLER S l r3/% 19
U. S. ROUTE 29 STEAK HOUSE
SOUTHBOUND ,LANE ,,
A LBEMARL E COUNTY, VIRGINIA
1 GENERAL NOTES PLAN SCALE •- I"=20' CONTOUR INTERVAL l /
PREPARED $ Y NO SLOPE SHALL BE GRADED STEEPER SEEDING OR STABILIZING OF GRADED AREAS 91T CONC. 1651ft PS- .
B. AUSREY HUFFMAN AND ASSOCIATES THAN 2:1. SOIL EROSION CONTROL SHALL BE DONE AS SOON AS FINISHED TYPE S -4 ors -5.
MEASURES SHALL BE OPERATING PRIOR GRADES ARE OBTAINED. STORM RUNOFF FROM ROOF BENCHMARK DATUM BASED UPON U.S. G.S. MEAN SEA LEVEL
CIVIL ENGINEERING 8 LAND SURVEYING To THE coMMENcEMENr OF GRADING. SEEDING SPECS. (PER ACRE-) = DRA /NS WILL BE CONTAINED
TOPSOIL SHALL BE STRIPPED AND STOCK- WITHIN OR.I/NAGE SYSTEM
C N A R L O T T £ S V / L L F V ! R G / N/ A PILED BEFORE GRADING. DURING CONSTRUC- 70/bs. K31 FESCUE, 1000 /bs. FERRLIZER(10- 10 -10), OCTOBER 2G, 1975
T 10N, RUNOFF SHALL BE DIVERTED AWAY 2TONS LIME 2TONS STRAW MULCH. REV: oclobor 29, 1975 = Erosion Control
i1RA/: t>Y FROM UNPROTECTED SLOPE FACES BY PAVEMENT 768F AGGR. MATERIAL SIZE 21 or21A November 17, 1975
THE USE OF DIVERSION DITCHES OR BERMS, COMPACTED 70 A DEPTH OF 6' SURFACED WITH
\
EMPLOYEE
PARKING
\
� 1
Fv / r
ol
It
Im � \
\ \ \ \ \ \ \ (6) RED BUDS a' \
/ / / It ♦ \ \\ \ h o�
0 20
LQ
ox 0
9 i
/ / 1 0 \ \� \ \ � O�
s �+
1
` s
/
PLANTING AREA
(cORNu rA o
O
5
? \ \ 11
\ \
VMS
ACCESS f PFAMP
\ o h Q
(NO PARKING)
VLAVIANO / / / �/ ` �� 0, pn) d \p
PRESENTLY ZONEDB - / 0
Q
ALL OUTDOOR LIGHTING �._ BURFORD
y / o BE DIRECTED INTO S /TE \ \ HOLL (/3) t�
1 i'
`'r
45'M/N. BLDG.
SETBACK LINE \
MH TOP 466.20
--- -01NV462.95
(21 E EGR/EAES O EX GRNON - \�^ 6„
SITE BENCHMARK
C0,7C. CU/ft c ® _ _AN 5'E W 4 !° g l 6 \
' -�_;� $ -�� � � / ,. TOP (IF FIRE HYDRANT
8 ti'on.Sewer r- _ (5) AtALEAS (2) EVER2SREEN /n_ \ \ ��� , F-X /STING ELEV. 468.99
yav y �- . oOD MAGNoLTAS - ..� - I 40 UT1Lir �£ASEMENr 1 , \
DOG WOOL `
COWNECTION TO - - - - _ _ - ` �lgS 3. - 8F �S 1 /� �. \ - - \ i
EYISTING SYSTEM - - - _ - � r � � ��_ sFFOfg T � \ � \ � ` � � 111 � v I � A c i
�° O t ` ® 58.49 S/TE TOTALS
Ql. 3A � � � YEPCO R/W � I \ �(2) OBUD
- - - - _ THROAT ELEI l
461 I \ R = TOTAL S/TE AREA : 62, 370 sq. ft.
456.5
70" WL. - ` - B R!ED ut ul rr caetf- "' y— - 5 . bC BULL DING COVERAGE-, 6 22 8 sq. ft.
_ N AR WATER /NE... TOTAL PARKING: 8 7 SPACES
` S 4 0 °' 17 ' 4 O " W \ 2 6 9.31 \ 7" CARE SHOULD BE TAKEN NOT TO DISTURB UNDERGROUND �i ' - - - l
_ THE OAS DIVISION OF THE DEPT OFPUBL /C WORKS - DIVERS /ON o/rCH (77 SPACES REOD, SEC. // -7- 7(30) CO. ZONINGORD /N)
- - FOR THE CITYOFCHARLOTTESVILLE SHALL BE - U E N T A
TIL /T/ S ! HIS ARE
! NOTIFIED PRIOR TO THE BEGINNING OFANY Qss \
_ , q,<h _ ' � , � \ � � � _ \ � � 46a _ � _ _ 46 � � _ _ OWNED B DEVELOPED BY Dr G. W HURT, VA, LAND CO. OFFICE BLDG,
- EXCAVA-r1ON WITHIN THE 40'Ur/L1TYl EASE. " _ - - - - _
- - - -__ _ - - _ - - _ - - _ __« -__ -� U.S. ROUTE 29, ALBEMARLECOUNTY, VIRGIN /A y
GE OF ED PAVEMENT
Nb� WESTERN SIZZLER S l r3/% 19
U. S. ROUTE 29 STEAK HOUSE
SOUTHBOUND ,LANE ,,
A LBEMARL E COUNTY, VIRGINIA
1 GENERAL NOTES PLAN SCALE •- I"=20' CONTOUR INTERVAL l /
PREPARED $ Y NO SLOPE SHALL BE GRADED STEEPER SEEDING OR STABILIZING OF GRADED AREAS 91T CONC. 1651ft PS- .
B. AUSREY HUFFMAN AND ASSOCIATES THAN 2:1. SOIL EROSION CONTROL SHALL BE DONE AS SOON AS FINISHED TYPE S -4 ors -5.
MEASURES SHALL BE OPERATING PRIOR GRADES ARE OBTAINED. STORM RUNOFF FROM ROOF BENCHMARK DATUM BASED UPON U.S. G.S. MEAN SEA LEVEL
CIVIL ENGINEERING 8 LAND SURVEYING To THE coMMENcEMENr OF GRADING. SEEDING SPECS. (PER ACRE-) = DRA /NS WILL BE CONTAINED
TOPSOIL SHALL BE STRIPPED AND STOCK- WITHIN OR.I/NAGE SYSTEM
C N A R L O T T £ S V / L L F V ! R G / N/ A PILED BEFORE GRADING. DURING CONSTRUC- 70/bs. K31 FESCUE, 1000 /bs. FERRLIZER(10- 10 -10), OCTOBER 2G, 1975
T 10N, RUNOFF SHALL BE DIVERTED AWAY 2TONS LIME 2TONS STRAW MULCH. REV: oclobor 29, 1975 = Erosion Control
i1RA/: t>Y FROM UNPROTECTED SLOPE FACES BY PAVEMENT 768F AGGR. MATERIAL SIZE 21 or21A November 17, 1975
THE USE OF DIVERSION DITCHES OR BERMS, COMPACTED 70 A DEPTH OF 6' SURFACED WITH
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