HomeMy WebLinkAboutSDP199300025 Plan - Approved Minor Amendment 1993-04-08TEXACO SERVICE CENTER
RECEIVED MINIT—LUBE - C. R.
APR 14 1993 T I G E R F U E L C 0 NI P A N Y
Planning Dept. C 1-1 A R L 0 T T E S V I L L E
ISSUED: APRIL 4, 1988
PRELIMINARY SITE REVIEW SU1 M['17FAL: APRIL 4, 1988
FINAL SITE REVIEW SUBNII'f-F'AL: JULY 28, 1988
BETHANY J. CHRIISTENSON
NIUNCAS'ITR ENGINEERING JEFF BUSHMAN ARCFIITE(7r AND
T
615 EASHIGII�STREET & COMPUTER APPLICATIONS ASSOCIATES, AIA
CHARLOTTESVILLE, VIRGINIA 338 RIO ROAD 615 EASTHIGII STREET SU1TE 42
22901 CHARI-917ESVILLE CIIARLO'l-FESVILLE, VIRGINIA
(80A) 295-798 VIRGINIA 22901 22901
804-978-7879 8W, -295-1936
SITE INFORNIATION
9 E)Q F 0 U C,
TAX NIAII 61W
PARCEL 002 -OB -3 - LOT 1, BLOCK B, SECTION 2 - WESTFIELD SUBDIVISION
ZONING: CI (CONINIERCIAL)
- MAGISTERIAL Dis'nac'n CHARLOTTESVILLE - ALBEMARLE COUNTY, VIRGINIA
ick
TOPOGRAPIII
INFORMATION FROM R. 0. SNOW INC., CIIARLO-17ES VILLE, VA. NO. 6996 DATED AFTZIL . 14, MH
ni
SURVEY AND I
;OUNDARY INFORMATION FROM PLAT DATED JULY 27, 1984 BY B. AUBREY FIUFFNI,NN AND ASSOCIATES, LTD.
-19
SITE, IS NOT LO
.ATED WITHIN A RESERVOIR WATERSHED-
1'4VJFOFUL(VT
BUILDINI BG SE
30'
J
PARKING S
�CK:
CK- 10'
MAXINIUM HEI
ITF: 35'
04LO 164UL( 4T.
VARIANCES RQUIRED:
None
D R A 1.? 1,
NS
NO. 1) AT E
DESCRIPTION
'14e14-FULL,irr.
?IP
1. H D15 6
j
T-
3-.4
5`�
PROPOSED USES it
ND AREAS
4 9
I'L, T 4
14"
r-11
GAS/FOOD STORE-
1920 SF TOTAL SITE AREA: 44,838 SF 100%
c, Lzr'a
NIfNIT-LUBE
2024 SF BUILDING COVERAGE: 6096 SF 13%
#4 t t
CAR WASH
2152 SF LANDSCAPED AREA: 69412 SF 1690
TOTAL
6096 SF NIAX EMPLOYEES: 8
PARKING PER §4.12,(,.6.2
ALBEMARLE COUNTY ZONING ORDINANCE:
U S E,
R E Q'D CRI'T'ERIA PR 0 WID
GAS/ FOOD STORE
I per 200sf gross 1920 sf 10
NIIN171'-LUBE
I per employee + 2 per stall 5 einpl./4stalls
CAR WASH
I per employee + 2 per still I empl./Istall 3
T ur tk I. --2(r
SC.IIEDUI_,.1.OF LANDSCAPE
MATERIALS
KEY COMMON
NAME CALIPER No. BOTANICAL NAME
%,TG MAGNOLIA
1-1/2"- 1-3/4" Caliper 4-(D MAGNOLIA GRANDIFLORA
DW FLOW
RING DOGWOOD V- 1-1/4" Caliper -I3-Iy CORNUS FLORIDA
DO
18" to 30" filgli _174- 4 U N 1 P E R U S - H 0 R- I -Y 0 IWA L I S -
I.G NA G F
EXISTING SIGNS
SHALL BE REFACED.
V1
r
C VIC141-Y MAP
ii
DEPARTIMEN"I'OF ZONING
FIRE OFFICIAL
VIRGINIA DEPARTMENT' OF
TRANSPORTKNON
ALBEMARLE COUN'1'Y
SERVICE AUTI-IORI'I-Y
DEPARTMEN'17 OF PLANNIN(
AND COMMUNFFY
DEVELOPMENT
VfRGINADEPARTMEN'['
OF ElEALI'l-I
DEPARTMENT OF
ENGINEERING
ARCH111C7S SEAL
NOTES
I- all construction n-#Ast comply
with A -C -S-A- specifications
2•rodall fittings
3,clGss 50 DI drain pipe
—typical thrust block
.4 A 0
C)
0"
existing to 45' bendO
451 bend existing 10"
waterline waterline
remove existing 10" WL
WATER LINE RELOCATION DETAIL (NTS) i � i
4 0 2-0tt 46
11/2" S - 5
T5— CG 6
12'' aggregate base 0
0
type I *21A
TYPICAL SECTION FOR PAVEMENT WIDENING
GENERAL NOTES
Inspections
Work shall be subject to inspection
by Albemarle County Service Author -
icy Inspectors. The Contractor will be
responsiblenotifying for the proper
ID
service authority Individuals at the
C.17 o. SITE Wt.Lt_
-'sTgUCT, e0qg_s. MR0
71- L.-86
( ` ' Y_ - I
14ASOWKYWtLL
t
RAI LIQ,�
5EV ARCH,
_*4
_M_
L P
C PUS &I QcI
4'} 121,
z A0
DR -41Q
"PK I
it
E L E111AT 03j
"'TfON'
E I Q t qszA 7-> U ;Cao`
ASSUMED:&
LLOW46L� I hr�cj P R � 15,5 �b 0
�4 �7
Tlex
A L tY 1 15 1 C_ X1-4 TD U L E
9 E)Q F 0 U C,
_eii s flii-g-
I story b
ick
p
ni
TO 4'
11
-19
5
Z')I
1'4VJFOFUL(VT
1,S
4 1,
J
4458
1 A
04LO 164UL( 4T.
#4' It
*4C) 16
RAI LIQ,�
5EV ARCH,
_*4
_M_
L P
C PUS &I QcI
4'} 121,
z A0
DR -41Q
"PK I
it
E L E111AT 03j
"'TfON'
E I Q t qszA 7-> U ;Cao`
ASSUMED:&
LLOW46L� I hr�cj P R � 15,5 �b 0
�4 �7
Tlex
A L tY 1 15 1 C_ X1-4 TD U L E
9 E)Q F 0 U C,
_eii s flii-g-
I story b
ick
p
ni
TO 4'
11
-19
5
Z')I
1'4VJFOFUL(VT
1,S
4 1,
4458
1 A
04LO 164UL( 4T.
#4' It
*4C) 16
12
'14e14-FULL,irr.
*41,'Ib
44e 14
-4 _"
T-
3-.4
5`�
*4 Lv
4 S 9
4(1.19
4 9
I'L, T 4
14"
r-11
4* -.11
7- 10
c, Lzr'a
+4
e el
#4 t t
1mr ALXMWWX KjGX-
Mum rx X%_ Y),kx CC" JCqXr
Jr- 'M arnx BOO
Q3 4j
FARM rACX7-- All. WAS Xk'f liz 51'CAI'm
Al JDD" )IJO Ala, B&RS
'TUM W/60 DTA. LU13
LLWUS UHmKW w ;Fjlur
(rits-11ticricm jr. -m m v_uD cm -T xr % oiracL jr. wamcm
CONCRETE 'NALL--e
CONSTRUCTION JOINT
'KV ar
SZ9 rf,%A
Bau IN
FOOTING STEP DETAIL.
Tit CXI•iT Ten
16 CA_ CALY. EIU1� M.
O E T KATZ CnkT%D To IV--mrr
tu,o. V13ce 711Z 0 KX,
a -VIA. BAA
r im y2" A— —cavir ALnimu
X.Rn rAC-A a-Va. MRS 1A ZA.
rl" I it.
CONCRETE WALL
start of the work. N
450 /�\ CONTROL JOINT
C( 36
11 LI V, —cle _s57 TOP 45 sig4t ane
2
The location of existing utilities IN 447 70 Sight em8ment
,,oss or along the lint of the pro- H 5,3
d work are not necessarily 451 OUT447.60
eve ta
on the plans and where shown Ll
-2n, ag" W�
'ipproxiii-lattly correct. Tht 0 SET ru
shall on his own initiative Cq ALK
D n
-OLInd lines and D6'
E)
all underground BE HMARK 449.26
'try. -------
.es as necessary. 'M
new locatior P
75'x 21
co
2
-I-_ f
N2Q- -
Conit)lianQe 45 4-
All materials and construction shall 450
J!�nl
I DI 3A -
comply with general water sewer r o,:
cr, 4
construction specifications as adopted TOP 452.00— Qz)
INV 448.00
-vicc- Au- - Z•=a'', 40- t
by the Albemarle County Ser
JINN
4,0
thority on December 20, 1984. 457--5-
__ -C�6
The Contractor shall be responsible
13
for notifying "Miss Utility" (1-800- 453 e 4157 5 451
552-7001) C\j IN A�4i_70
0(JT,147.&-D Nt
H 9.
Existim-, Conditions - 0 sight line
The Contractor shall check all di- to+
rnF-nQ1nrjq and conditions at the job . W A=_J 9
0
site and report all inconsistencies to
the Engineer and/or Architect. 454 14
Plant Materials
....... ...
Landscape materials shall be i-naill- 13 t
tained in a healthy condition. N/lateri- o0
ale that die shall be replaced. curbc
455
Erosion (control 12 hr
All disturbed areas will be seeded to 24
k
specifications or otherwise stabilized 0, l
CD , D 452 q
I exis in I -existing curb - to be removed
simck
-to be rem cid U CL
11
455 cxr-
> 574EET SHRUBS a FLO'�RBEDS
14 X IN� &M
4,
III 'T_ W lad on co D
f I I
xis . MUP 0
1
in accordance with the requirements to remain fillle/ IF II aL t ks
-4 B
of the Albemarle County soil erosion 6 .01
and sediment control ordinance. No it wt�isting 70
area disturbed by this construction 0 rigid f fue( I t ar, k QW1 >
•
0 - 15- 1
0 IF y -
shall be Itft unstab'I'zed for a tirne e to De rernov
period greater than 60days. rs13:111 !i In compiian� ox _211
4 0
Ath loco G
456 22 CIY6� 11\4
f od" 6
Li` n
ghting - --------- 4 4 w
Cr
t I a OWE 4 Cc
All exterior lighting shall be I -j
9[7� �_f t 1 9 QM. pu
directed
streets. removed I `" cn
so as not to disturb adjacent sites and 04
T( 56.5
20 1 1 Z 3:
LLJ X_
Pavement 15' IN 49.44
4) W ( � ODW
VA Lli -
Base to be aggr. material size 21 or tg "le - - .1-21 0
221A compacted to a depth of 6" with
+
C(36 Q)
1-1/2" S4 or S5 pr-irne and double- 57
-I�
seal. 4
0
building setb lln,e 0 1 tiN curb -to be removed
0 I ' -f '~ _eA
Qt is DW
C S
)E__ to
��r ern ov 11*1
SE:T CW
DI 36
TOP 455.0 Z
.0 N 4 51.1 4�
It
OUT 24
Cr r 451.0,,,
hi- 4 1 +
+ 6! i I �,,� rd +
MWATER LINE
RELO
CATION 1 81.80, re 91! F
rep ant - r e -where oved
r IR N existing to rerniatni 4
(sea detail) IRON 1 0 -�11 38
na, 10 73 e%W' curb to be remove 50t opening I
gprn 00 R 1 0. TOP 454,2 sigrd curb
4 fbassa gulf ar
psi 2l.. 50, 0, e iin R=1101 41 _O�Q2 r)ew
H \,,, I
I I �N 4
oj 1.,Z40/o 0 sir light
Di 38 0 L 0
145' RC
T01' 456_4
OUT 452-9
CG IOAR CG IOA r- U_ �G 6
7
existing curb
FLOWlvD% EDI FLMNER BE D3 15 GM- NOTE - -P Ei gutter
remove essay
curb as necesso to wid�n
V-151 RCPt road as Per typ 01 section
cut existing storm sewer
mmect now sf. s, to exS*44 REMOVE
1 1 1 Abandon Storm Sewer
Upstream st's-
456 46� 454'
TOP 4 5 6,9, 1: a $"Ctures'
IN 454.74 t 29 NORTHBOUND LANE
C%4T 4,54.64 L
Cf.
OF
10 0
_eii s flii-g-
I story b
ick
and fro
ni
gas sta6c')
to be ref
Kw
R:'Vx 32' FOOD STORE
4458
1 A
CD , D 452 q
I exis in I -existing curb - to be removed
simck
-to be rem cid U CL
11
455 cxr-
> 574EET SHRUBS a FLO'�RBEDS
14 X IN� &M
4,
III 'T_ W lad on co D
f I I
xis . MUP 0
1
in accordance with the requirements to remain fillle/ IF II aL t ks
-4 B
of the Albemarle County soil erosion 6 .01
and sediment control ordinance. No it wt�isting 70
area disturbed by this construction 0 rigid f fue( I t ar, k QW1 >
•
0 - 15- 1
0 IF y -
shall be Itft unstab'I'zed for a tirne e to De rernov
period greater than 60days. rs13:111 !i In compiian� ox _211
4 0
Ath loco G
456 22 CIY6� 11\4
f od" 6
Li` n
ghting - --------- 4 4 w
Cr
t I a OWE 4 Cc
All exterior lighting shall be I -j
9[7� �_f t 1 9 QM. pu
directed
streets. removed I `" cn
so as not to disturb adjacent sites and 04
T( 56.5
20 1 1 Z 3:
LLJ X_
Pavement 15' IN 49.44
4) W ( � ODW
VA Lli -
Base to be aggr. material size 21 or tg "le - - .1-21 0
221A compacted to a depth of 6" with
+
C(36 Q)
1-1/2" S4 or S5 pr-irne and double- 57
-I�
seal. 4
0
building setb lln,e 0 1 tiN curb -to be removed
0 I ' -f '~ _eA
Qt is DW
C S
)E__ to
��r ern ov 11*1
SE:T CW
DI 36
TOP 455.0 Z
.0 N 4 51.1 4�
It
OUT 24
Cr r 451.0,,,
hi- 4 1 +
+ 6! i I �,,� rd +
MWATER LINE
RELO
CATION 1 81.80, re 91! F
rep ant - r e -where oved
r IR N existing to rerniatni 4
(sea detail) IRON 1 0 -�11 38
na, 10 73 e%W' curb to be remove 50t opening I
gprn 00 R 1 0. TOP 454,2 sigrd curb
4 fbassa gulf ar
psi 2l.. 50, 0, e iin R=1101 41 _O�Q2 r)ew
H \,,, I
I I �N 4
oj 1.,Z40/o 0 sir light
Di 38 0 L 0
145' RC
T01' 456_4
OUT 452-9
CG IOAR CG IOA r- U_ �G 6
7
existing curb
FLOWlvD% EDI FLMNER BE D3 15 GM- NOTE - -P Ei gutter
remove essay
curb as necesso to wid�n
V-151 RCPt road as Per typ 01 section
cut existing storm sewer
mmect now sf. s, to exS*44 REMOVE
1 1 1 Abandon Storm Sewer
Upstream st's-
456 46� 454'
TOP 4 5 6,9, 1: a $"Ctures'
IN 454.74 t 29 NORTHBOUND LANE
C%4T 4,54.64 L
Cf.
OF
10 0