HomeMy WebLinkAboutZ-4324-A Map 17SURVEY CONTROL:
AHTD MONUMENT
N: 0116029.0885
E: 1182582.4014
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END CURB AT SIDEWALK, TYPICAL OF BOTH
INTERIOR CURB LINES
ONE-WAY EXIT \� ONE-WAY ENTRANCE
REPLACE SIDEWALK IN DRIVEWAY RADIUS,
TYPICAL OF 4 LOCATIONS C
R=MOVE EXISTING SIDEWALK TO BACK OF
Arkasas State Highway 5 CJRB, INSTALL CONCRETE DRIVEWAY APRON
(60' R/W, 2,V Asphalt) - - -TO PROPERTY LINE, TYPICAL
BUSINESS SIGNAGE !N ACCORDANCE WITH SEC PROPERTY LINE
36-555, TYP. AT BOTH DRIVEWAYS
494.E 16.5
179.1 27.6 154.2 28 25.1 63.8 51.7
' O
EXISTING CONCRETE SIDEWALK
N 61`14'16" E 102.299
SURVEY CONTROL:
AHTD MONUMENT
N: 0116071.6075
E: 1182676.4143
TURN OUT ASPHALT FOR FUTURE
CONNECTION, RADIUS 5'
220.7
ONE-WAY SIGNAGE
AND STRIP NG
28.5
13.0
0
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1 1
zo
EDGE OF CLEAR'�G AND GRUBBING
-
/
TURN OUT ASPHALT FOR FUTURE
/
CONNECTION, RADIUS 5'
GENERAL
NOTES:
1. ALL PROCEDURES, MATERIAL, AND WORKMANSHIP SHALL CONFORM TO THE SPECIFICATIONS OF
THE CITY OF LITTLE ROCK.
2. ALL EXCAVATION IS UNCLASSIFIED. CONTRACTOR SHALL TAKE WHATEVER ACTION NECESSARY TO
SATISFY HIMSELF AS TO THE ACTUAL SUBSURFACE SOIL
CONDITIONS. NO SEPARATE PAYMENT WILL BE MADE FOR ROCK EXCAVATION BUT SHALL BE CONSIDERED SUBSIDIARY TO THE OVERALL PROJECT.
3. THE CONTRACTOR SHALL ABIDE BY THE CURRENT EDITION OF THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) STANDARD FOR EXCAVATION
AND TRENCHES SAFETY SYSTEM, 29 CFR 1926, SUBPART P, WHICH IS HEREBY INCORPORATED INTO
THE SPECIFICATIONS OF THIS PROJECT. THE CONTRACTOR
SHALL SIGN A CERTIFICATION STATING THAT TRENCH SAFETY STANDARDS
IN ACCORDANCE WITH ABOVE REFERENCED LAW HAVE BEEN IMPLEMENTED.
4. THE CONTRACTOR SHALL OBSERVE ALL REQUIREMENTS & STANDARDS OF THE ARKANSAS DEPARTMENT OF HEALTH, THE ARKANSAS DEPARTMENT OF
ENVIRONMENTAL QUALITY, AND THE CITY OF LITTLE ROCK.
5. ANY DAMAGE TO LANDSCAPING AREAS, YARDS, FENCES, OR SIGNS ARE TO BE RESTORED TO A
CONDITION SATISFACTORY TO THE OWNER.
6. THE LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. ADDITIONAL UTILITIES MAY EXIST. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND/OR
DAMAGE TO UTILITIES.
7. PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN ALL REQUIRED PERMITTING APPROVALS.
R12.7
12.2
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20.0
0
20,
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♦
54.
12' FRONT BUFFFR TYP.
8.0
►{ 9.0
5' SiDEWA'_,�
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FRONT PARKING
26 REGULAR STALLS
2 ACCESSIBLE STALLS
9.0 TAPER CURB TO GRADE, TY71.
5 .0 , G `
Y•`
" ♦ `
160'x60' (9600 S.F.) PRE-ENGINEERED
COMMERCIAL METAL BUILDING
F.F. ELEV = 305.0
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24. ` ; Y
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12115
REAR PARKING
28.0 14 REGULAR STALLS
ONE-WAY SIGNAGE AND STRIPING 16.
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12.5
20.0
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SURVEY CONTROL:
AHTD MONUMENT
N: 0116269.6704
E: 1183013.9706
10'x30' CONCRETE PAD
ONE-WAY SIGNAGE AND STIR PING
BUILDING CORNER:
•per N: 0116130.7073
♦ E: 1182944.7558
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•� SIDE PARKING
11 REGULAR STALLS W/
CONCRETE WHEEL STOPS
6.7
1" FROST PROOF YARD
HYDRANT, TYP OF 3
BUI_DING CORNER:
N: 01' 6078.8122
E: ' 182974.8703
9' SIDE BUFFER TYP.
0.0 140 S.F. CONCRETE D. V STER PAD
W/ 6' OPAQUE FENCE PER DETAIL
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Hgrb®r
5800 Evergreen Drive
Little Rock, AR 72205
Ph (501) 663-8800
Fax (501) 588-0123
www.harborenv.com
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ARIA ISAS =_
REGISTERED
PROFESSIONAL
ENGINEER
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Drawn By:
Date:
JTD
FEB. 2018
Checked By:
Scale:
AHR
1" = 20'
Project Number:
ACGC-17455
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