HomeMy WebLinkAboutZ-4324-A Map 9SURVEY CONTROL:
AHTD MONUMENT
N: 0116029.0885
E: 1182582.4014
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I ONE-WAY EXIT ZONE-WAYANCE
REPLACE SIDEWALK IN DRIVEWAY RADIUS,
TYPICAL OF 4 LOCATIONS
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BUSINESS SIGNAGE IN ACCORDANCE WITH SEC
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36-555, TYP. AT BOTH DRIVEWAYS
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179.1 27.6
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I EXISTING CONCRETE SIDEWALK •: •s
N 80.17 E 180.48,
N 61'14'16" E 102.29' e•
SURVEY CONTROL
AHTD MONUMENT ?.OrC
N: 0116071.6075
E: 1182676.4143
TURN OUT ASPHALT FOR FUTURE
CONNECTION, RADIS 5'
END CURB AT SIDEWALK, TYPICAL OF BOTH
INTERIOR CURB LINES
Arkasas State Highway 5
(60' R/W, 24' Asphalt)
� PROPERTY LINE
R' 2.7
12.2
i�
20.0
24.0
0
L;
u! 28.5
�+ ONE-WAY SIGNAGE
�C AND STRIPING 13.0
G
cD 220.7
N I 196.4
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GENERAL NOTES:
NCO
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EDGE OF CLEARING AND GRUBBING
TURN OUT ASPHALT FOR FUTURE
CONNECTION, RADIUS 5'
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.
20.
3!
154.2
aot
12' FRONT BUFFER TYP.
REMOVE EXISTING SIDEWALK TO BACK OF
CURB, INSTALL CONCR-TE DRIVEWAY APRON
TO PROPERTY LINE, TYPICAL __..
281 0-1� 25.1
Y
0.
-RONT PARKING
8.0 26 REGULAR STALLS
- 2 ACCESSIBLE STALLS
9.0 9.0 TAPER CURB TO GRADE, TYP.
95 .0 R . 0� •
.21.5 20.0
Y • W Y '
_V =
5' SIDEWAII-K" J.
Y
2.5
e 160'x6O' (9600 S.F.) PRE-ENGINEERED
COMMERCIAL METAL BUILDING
F.F. ELEV = 305.0
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24.
2 .5 20.0
'04
• '_�� / SIDE PARKING
11 REGULAR STALLS W/
CONCRETE WHEEL STOPS
1" FROST PROOF YARD
HYDRANT, TYP OF 3
BU!_DI''\G CORNER:
N: G' " 6078.81 22
E: ' 1: 82974.8703
16.5
63.8
,.wee r non -7o-'
51.7
SURVEY CONTROL:
AHTD MONUMENT
N: 0116269.6704
E. 1183013.9706
10'x3O' CONCRETE PAD
Y ` • ^V
ONE-WAY SIGNAGE AND STR PING
- ••IIII �
.h BUILDING CORNER:
p� N: 0116130,7073
E: 1182944.7558
REAR PARKING L 9' SIDE BUFFER TYP.
28.0 14 REGULAR STALLS
ONE-WAY SIGNAGE AND STRIPING
16.
• . `,1 C.
0.0 160 S.F. CONC==-E_ C_'.'11STER PAD
% i/ 6' OAQUE F-NCE =ER DETAIL
MAY 0 z 2018
Lc4rb v
5800 Evergreen Drive
Little Rock, AR 72205
Ph (501) 663-8800
Fax (501) 588-0123
www.harborenv.com
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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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