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5' EASEMENT
BOOK 881 PAGE 231-
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POLE
DUMPSTER
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12"WATER
6" GAS
EXISTING' DDRI�VE
BE CLOSED -
--- 12"WATER
BASELINE ROAD
12" SANITARY SEWER ----- -
- - - 136.54'-_ _ ..
MATCH EXIST.
12" (NATER --r -- CURB & GUTTER
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(81 '. R.O.W.)- -
�- EXISTING
BUIL.D;NG
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N
O BASE
vG_DRIVE _
ESS/EGRESS
R10.00'
12"WATER ------
6 GAS - ---- --- -" Gk`s-- _----
P.C.C. PANG IN
PARKING STALLS Ac
DUMPSTER PAD
TYPICAL CONCRETE
PAVEMENT SECTION
SCALE: NONE
L_EGEIV C�)
-Z&l_ / --- EXISTING CONTOUR
-282- PROPOSED CONTOUR
282.0 -- TOP OF CURB ELEVATION
281.5
- fL CURB ELEVATION
FS - FINISHED SURFACE
FG --- FINISHED GRADE
V -- ---- PROPOSED SITE LIGHT
1. CONTRACTOR TO INSTALL NEW SANITARY SEWER SERVICE
PER CITY OF LITTLE ROCK STANDARDS.
2. 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.
3. 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., 3535
COMMERCIAL AVENUE, NORTHBROOK, ILL, 312-498-6540.
INSTALL PER MANUFACTURERS RECOMMENDATIONS AT
LOCA11ONS SHOWN ON PLANS.
4. CEMENT CONCRETE WALK BY GENERAL CONTRACTOR SLOPE:
SIDEWALK AT A RATE OF 1/8 INCH PCR FOOT AWAY FROM
BUILDING. CONTRACTOR SHALL PROVIDE CONTROL JOINTS
10 FEET ON CENTERS.
5. GENERAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION
OF ALL UTILITIES. PRIOR TO EXCAVATION,
CONSTRUCTION OR CONNECTION PREPARATION.
6. ALL DRIVEWAYS SHALL CONFORM TO CITY OF LITTLE:
ROCK'S REQUIREMENTS.
7. GENERAL CONTRACTOR SHALL BE RESPONSIBI-F FOR
DEMOLITION OF EXISTING BUILDING AND ANY EXISTING
FOUNDATIONS.
8. 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.
9. PARKING LOT STRIPING BY GENERAL CONTRACTOR. PAINT
SHALL BE WHITE RUBBERIZED LANE MARKING PAINT.
10. THIS PLAN HAS BEEN PREPARED WITH INFORMATION DEE:ME:D
RELIABLE. SHOULD CONTRACTOR NOTE FIELD C014DITIONS
NOT1 IN CONFORMANCE WITH THOSE SHOWN, WHICH COULD
INFLUENCE THE DESIGN INTENT SHOWN HERE, CONTRACTOR
SHALT_ IMMEDIATELY INFORM THE ENGINEER A.'I TGIF
ADDRESS SHO'W111. ,
11. LOCATION CF EXISTING UNDERGROUND UTILITIES ARE
- r, KU i..TAL-L, -'TV- fi<I r t L- f3€ n^E�51` , S! - FOR
. - - --
CONTACTING THE ,kPPROPRIATE UTILITY COMPANY TO DETERMINE
THE` EXACT LOCATION OF ALL UTILITIES AND/OR UNDERGROUND
STRUCTURES. PRIOR TO THE INITIATION OF ANY
CONSTRUCTION, CONTRACTOR SHALL. ASSUME FULL.
RESPONSIBILITY FOR DAMAGE TO ANY UTILITIES ENCOUNTERED
WITHIN THE CONSTRUCTION.
12. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING
ADJACENT TO THE EXISTING PARKING LOT AND BUILDING.
13. INSTALL NEW WATER SERVICE FROM EXISTING METER.
i 4. ALL DEMOLITION TO BE REMOVED FROM SI T r AND PLACED IN AIN
APPROVED LANDFILL.
15. ALL. F!L.L REQUIRED I'0 ADJUST SITE GRADES AFTER DEMOLITION
SHALL BE PLACED AT 95% STANDARD PROCTOR.
16. CURBS MAY BE PLACED WITH DRIVES. IF SO, JOINTS SHALL
PENETRATE CURBS.
17. CONDITIONAL USE PERMIT & SITE PLAN APPROVAL GRANTED BY
CAPITAL ZONING DISTRICT ON AUGUST 3, 1989.
SYMBOL
BOTANICAL NAME
`'` COMMON NAME p1ANT1TY
SPACINO
SZE
l
ii
ILEX v ltoro "name
I DWARF YAUPON HOD.Y I 60
3'-0" Or-
3 CAL
s
LANGERSTROEMIA Indko
RED CREPE MYRTLE 11
I t0'-0" O.G
I B' TALL
SITE PLAN - CHIEF AUTO PARTS
BASELINE AND CHICOT
SCALE: 1"=10' 1 LOCATED INT DRAWN BY: SMG
DATE: 9/28/89 LITTLE ROCK, AR. \ACAD\CHIEF\CHICOT
PREPARED CAP PARTNERS
FOR: 5658 REX ROAD
MEMPHIS TENNESSEE 38119
PREPARED �� VN� 4" S6/INC. DRANING NUMBER:
AND RJR%tYM
BY: `NS RpOQ wEMPW% TN. 3etty
(am) 683-6000