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5' EASEMENT
BOOK 881 PAGE 231
�, / POLE
DUMP `
PAD \
,� - N 86.33'00" E --- - - 136.54'-- -- _ -
7. 116 54
218 / CONCRETE �\- vi'
- Aj=-_
(GN R0 /R5.00MPGV R4-O.Q - `L .1 "' aoN ^-- --- �,, 70 00't ,L$o�,�®.00 00
ao'\='-82.1
35. 0' FG 15' SETBACK LINE _282.1
-- ---
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z 00
Lai
N
14Xx/w
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Q jl 00 iw
i Nlo O
p tD
tai O
1 I O
R10.00'
C9 --
T.
20.00'
'27g' I r DEDICATION y
to
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ETE j
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5
18.00'
to
n
3020 sq.ft.
FF - 282 6
WHO!
a
I -
of EXISTING
I----- - BUILDING
/_2 //711
46.6 1FS ��� 7000': 282.5 •- _ 28`2_5.--- 282 ' 282.0
- - - - --- - - -- -r- -- 9 81.6 - r �?8
14 50'
z l i 9.00' u
13.00' �y1 I
I
0.50_ I W - PONCRET� i W
ICU RB
- -r -
28 w O
i IL CN
-M••O281'9z8 SPACESASPHAL. _ N
Y) I 1 HANDICAP
I � O ensE conn:
_ 1.0%G, (n
= 90'54' N 4" -.-. «�-
1 , - 7 Q9
R= 30.00
T = 30.48' ;
rZ81.4 L = 47.60' i I_25' SETBACK LINE
I
R2.50'_
9 SPACES R2.50
R2.50 2.820 ( I
281.5+
�� / I j I i i I
SI ®{I 282.1 ( ti l _ - of �' b` 1 14.00'
(� to- 9
2s i I o4 .00 0 i � ;7.05/.
R 0282.0
j _ ; ; 0.50'- I I j I 28.5 I+ 33-EXIS EXISTING DRIVE
282.2
z81 -�
,EXISTING DRIVE
TO BE CLOSED --�
12"WATER
t
12"WATER -- Lli1J - - - 12"WATER 4--- CURB & GUTTER -- 12."WATER------------ -
--
Uo
s1 01
�! n_ of
O
a
{¢ I
BASELINE ROAD (81' R.O.W.)
---- -- 12" SANITARY SEWER -
6" GAS - - - --��
i
I
- ----- ----- 6" GAS --- - -- - - - ---- -6"-GAS
- _---- -
�M/101010
P.C.C. PAVING IN
/PARKING STALLS de
DUMPS?ER PAD
06
TYPICAL CONCRETE
PAVEMENT SECTION
SCALE: NONE
L_EGEN [D
EXISTING CONTOUR
282 - PROPOSED CONTOUR
282.0 -- TOP OF CURB ELEVATION
281.5
- IL CURB ELEVATION
FS FINISHED SURFACE
FG -- --- FINISHED GRADE
PROPOSED SITE LIGHT
I
2.
3
4.
[•i
7
a
E
10
1.2.
13.
14.
15.
16
17
CONTRACTOR TO INSTALL NEW SANITARY SEWER SERVICE
PER CITY OF LITTLE ROCK STANDARDS.
REFER TO CHIEF AUTO PARTS STANDARD INSTALLATION
PLANS FOR POLE SIGN AND MONUMENT SIGN DETAILS.
GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND
NECESSARY CONDUCTORS FROM PANEL TO THIS LOCATION.
SITE LIGHTING BY GENERAL CONTRACTOR. CONTRACTOR TO
PROVIDE & INSTALL COR -TEN SQUARE STEEL POLE
511-15SL. PAINT BRONZE & LUMINAIRE
121 -16G -120 -MH --400 MANUFACTURED BY QL INC., 3533
COMMERCIAL AVENUE, NORI'HBROOK, ILL, 312-498-6540.
INSTALL PER MANUFACTURERS RECOMMENDATIONS AT
LOCATIONS SHOWN ON PLANS.
CEMENT CONCRETE WALK BY GENERAL CONTRACTOR SLOPE
SIDEWALK AT A RATE OF 1/8 INCH PER FOOT AWAY FROM
BUILDING. CONTRACTOR SHALL PROVIDE CONTROL JOINTS
10 FEET ON CENTERS.
GENERAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION
OF ALL UTILITIES. PRIOR TO EXCAVATION,
CONSTRUCTION OR CONNECTION PREPARATION.
ALL DRIVEWAYS SHALL CONFORM TO CITY OF LITTLE
ROCK'S REQUIREMENTS.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
DEMOLITION OF EXISTING BUILDiNG AND ANY EXISTING
FOUNDATIONS.
REINFORCED CONCRETE PAVING: MINIMUM REQUIREMENTS:
THICKNESS --- 5-1/2"
COMPRESSIVE - STRENGTH 3500 PSI
REINFORCING - 6X6/10:10 W.W.F.
BASE COURSE - COMPACTED GRANULAR BASE A.H.T.D.
SPECIFICATIONS
BASE COURSE THiCKNESS 4"
PAVEMENT SECTON IS TO BE PLACED OVER COMPACTED
SUBGRADE - 95% STANDARD PROCTOR -MOISTURE 2% OPTIMUM.
PARKING LOT STRIPING BY GENERAL CONTRACTOR. PAINT
SHALL BE WHITE RUBBERIZED LANE MARKING PAINT.
THIS PIAN HAS BEEN PREPARED V/iTH INFORMATION DEEMED
RELIABLE. SHOULD CONTRACTOR NOTE FIELD CONDITIONS
NOT IN CONFORMANCE WITH THOSE SHOWN, WHICH COULD
INFLUENCE THE DESIGN INTENT SHOWN HERE, CONTRACTOR
SHALL IMMEDIATI=1_Y INFORM THE ENGINEER Al THF
ADDRESS SHO'',th1.
LOCATION OF EXISTING UNDERGROUND UTILITIES A_RE___
AP U C. O K r Ut. Y--sLJPVQ4II[ Lt Y U1t
CONTACTING T4- E APPROPRIATE UTIL!TY COMPANY TO DETERMINE
THE.' EXACT LOCATION OF ALL UTILITIES AND/OR UNDERGROUND
STRUCTURES. PRIOR TO THE INITIATION OF ANY
CONSTRUCTION, CONTRACTOR SHALL ASSUME FULi.
RESPONSIBILil FOR DAMAGE TO A. IY U71LI11ES ENCOUNTERED
WITHIN THE CONSTRUCTION.
CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING
ADJACENT TO THE EXISTING PARKING LOT AND BUILDING.
INSTALL NEW WATER SERVICE FROM EXISTING METER.
ALL DEMOLITION TO BE REMOVED FROM SITE AND PLACED IN AIN
APPROVED LANDFILL.
ALL. F'LL REQUIRED TO ADJUST SITE GRADES AFTER DEMOLITION
SHALL BE PLACED AT 95% STANDARD PROCTOR.
CURBS MAY BE PLACED WITH DRIVES. IF SO, JOINTS SHALL
PENETRATE CURBS.
CONDITIONAL USE PERMIT. & SITE PLAN APPROVAL GRANTED BY
CAPITAL ZONING DISTRICT ON AUGUST 3, 1989.
SYY6L`t.
_
r -
-
SHARED iN ESS/EGRESS
28 i,5
- --
gm AM
LANOERS1RCEMA kwAm RED CREPE MYRTLE 11
I
®�
a.o S 8
'09'09'' Wim.
281 . u
R10.0o'
126.15'
i
WATER_,-_- -
i �280_7Z
w
VALVE
1 (280.2)
z
oz
F=
I MATCH EXIST.
12"WATER -- Lli1J - - - 12"WATER 4--- CURB & GUTTER -- 12."WATER------------ -
--
Uo
s1 01
�! n_ of
O
a
{¢ I
BASELINE ROAD (81' R.O.W.)
---- -- 12" SANITARY SEWER -
6" GAS - - - --��
i
I
- ----- ----- 6" GAS --- - -- - - - ---- -6"-GAS
- _---- -
�M/101010
P.C.C. PAVING IN
/PARKING STALLS de
DUMPS?ER PAD
06
TYPICAL CONCRETE
PAVEMENT SECTION
SCALE: NONE
L_EGEN [D
EXISTING CONTOUR
282 - PROPOSED CONTOUR
282.0 -- TOP OF CURB ELEVATION
281.5
- IL CURB ELEVATION
FS FINISHED SURFACE
FG -- --- FINISHED GRADE
PROPOSED SITE LIGHT
I
2.
3
4.
[•i
7
a
E
10
1.2.
13.
14.
15.
16
17
CONTRACTOR TO INSTALL NEW SANITARY SEWER SERVICE
PER CITY OF LITTLE ROCK STANDARDS.
REFER TO CHIEF AUTO PARTS STANDARD INSTALLATION
PLANS FOR POLE SIGN AND MONUMENT SIGN DETAILS.
GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND
NECESSARY CONDUCTORS FROM PANEL TO THIS LOCATION.
SITE LIGHTING BY GENERAL CONTRACTOR. CONTRACTOR TO
PROVIDE & INSTALL COR -TEN SQUARE STEEL POLE
511-15SL. PAINT BRONZE & LUMINAIRE
121 -16G -120 -MH --400 MANUFACTURED BY QL INC., 3533
COMMERCIAL AVENUE, NORI'HBROOK, ILL, 312-498-6540.
INSTALL PER MANUFACTURERS RECOMMENDATIONS AT
LOCATIONS SHOWN ON PLANS.
CEMENT CONCRETE WALK BY GENERAL CONTRACTOR SLOPE
SIDEWALK AT A RATE OF 1/8 INCH PER FOOT AWAY FROM
BUILDING. CONTRACTOR SHALL PROVIDE CONTROL JOINTS
10 FEET ON CENTERS.
GENERAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION
OF ALL UTILITIES. PRIOR TO EXCAVATION,
CONSTRUCTION OR CONNECTION PREPARATION.
ALL DRIVEWAYS SHALL CONFORM TO CITY OF LITTLE
ROCK'S REQUIREMENTS.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
DEMOLITION OF EXISTING BUILDiNG AND ANY EXISTING
FOUNDATIONS.
REINFORCED CONCRETE PAVING: MINIMUM REQUIREMENTS:
THICKNESS --- 5-1/2"
COMPRESSIVE - STRENGTH 3500 PSI
REINFORCING - 6X6/10:10 W.W.F.
BASE COURSE - COMPACTED GRANULAR BASE A.H.T.D.
SPECIFICATIONS
BASE COURSE THiCKNESS 4"
PAVEMENT SECTON IS TO BE PLACED OVER COMPACTED
SUBGRADE - 95% STANDARD PROCTOR -MOISTURE 2% OPTIMUM.
PARKING LOT STRIPING BY GENERAL CONTRACTOR. PAINT
SHALL BE WHITE RUBBERIZED LANE MARKING PAINT.
THIS PIAN HAS BEEN PREPARED V/iTH INFORMATION DEEMED
RELIABLE. SHOULD CONTRACTOR NOTE FIELD CONDITIONS
NOT IN CONFORMANCE WITH THOSE SHOWN, WHICH COULD
INFLUENCE THE DESIGN INTENT SHOWN HERE, CONTRACTOR
SHALL IMMEDIATI=1_Y INFORM THE ENGINEER Al THF
ADDRESS SHO'',th1.
LOCATION OF EXISTING UNDERGROUND UTILITIES A_RE___
AP U C. O K r Ut. Y--sLJPVQ4II[ Lt Y U1t
CONTACTING T4- E APPROPRIATE UTIL!TY COMPANY TO DETERMINE
THE.' EXACT LOCATION OF ALL UTILITIES AND/OR UNDERGROUND
STRUCTURES. PRIOR TO THE INITIATION OF ANY
CONSTRUCTION, CONTRACTOR SHALL ASSUME FULi.
RESPONSIBILil FOR DAMAGE TO A. IY U71LI11ES ENCOUNTERED
WITHIN THE CONSTRUCTION.
CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING
ADJACENT TO THE EXISTING PARKING LOT AND BUILDING.
INSTALL NEW WATER SERVICE FROM EXISTING METER.
ALL DEMOLITION TO BE REMOVED FROM SITE AND PLACED IN AIN
APPROVED LANDFILL.
ALL. F'LL REQUIRED TO ADJUST SITE GRADES AFTER DEMOLITION
SHALL BE PLACED AT 95% STANDARD PROCTOR.
CURBS MAY BE PLACED WITH DRIVES. IF SO, JOINTS SHALL
PENETRATE CURBS.
CONDITIONAL USE PERMIT. & SITE PLAN APPROVAL GRANTED BY
CAPITAL ZONING DISTRICT ON AUGUST 3, 1989.
SYY6L`t.
BOTANICAL NAME COMYI0/1 NAME gUANTifY
_-_-.A._.-�-.__.OMAWN.--__.-'_-_
It" v ftorc 'rma ! OWARF YAUPON MOLLY m
SPACDN:
G
I1
( 3-.(1 O.G I
97f
S GAL
LANOERS1RCEMA kwAm RED CREPE MYRTLE 11
I
I 4.0'-0' O.G
I B' TALL
I
SITE PLAN - CHIEF AUTO PARTS
BASELINE AND CHICOT
SCALE: 1"=10' LOCATED INE DRAWN BY: S!,. -IG
DATE: 9/28/8q LITTLE ROCK, AR. \ACAD\CHIEF\CHICOT
PREPARED CAP A. TNERS
FOR: 5658 REX ROAD
MEMPHIS TENNESSEE 381..9
PREPARED �� n' IhD BRNNl17; �� DRAWING NUMBER:
fi�ONiFFS AND SIRKYIXi3
BY: SBSB RDI ROAD .E4PH.4, 1N. JEt19