HomeMy WebLinkAboutZ-4324-A Map 21ONE—WAY EXIT
14516" E 10
2-29
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ONE—WAY ENTRANCE
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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 LCCA710N AND/OR
DAMAGE TO UTILITIES.
7. PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN ALL REQUIRED PERMITTING APPROVALS.
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Arkasas State Highway 5
(60' R/W, 2, ' Asphalt)
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160x60 (9600 S.F.) PRE—ENGINEERED
COMMERCIAL METAL BUILDING
F.F. ELEV = 305.0
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303
REMOVE EXISTING DRIVEWAY APRON
THEN INSTALL STABILIZED
CONSTRUCTION ENTRANCE
N 60011'23" E 388.01'
305�- WATER WATER WATER WATER
f 304
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INSTAL_ C _.F. OF SILT FENCE
nuibor
5800 Evergreen Drive
Little Rock, AR 72205
Ph (501) 663-8800
Fax (501) 588-0123
www.harborenv.com
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Drawn By:
Date:
JTD
FEB. 2018
Checked By:
Scale:
AHR
1" = 20'
Project Nmnber:
ACGC-17455
C 5