HomeMy WebLinkAboutZ-6318-C Map 6EXISTING WOOD
GENERAL NOTES
1. LOCATIONS OF THE EXISTING UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD
LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.
2. CONTRACTOR TO MARK UTILITY LINES BEFORE CONSTRUCTION AND UNCOVER AS NEEDED.
3. EXISTING UTILITIES TO REMAIN SHALL BE PROTECTED. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR
REPLACEMENT OF EXISTING UTILITIES, DAMAGED OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT.
4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY.
5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE LITTLE ROCK WASTEWATER UTILITY
STANDARD SPECIFICATIONS FOR SEWER CONSTRUCTION, LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH CENTRAL ARKANSAS WATER STANDARD PIPELINE
MATERIALS AND CONSTRUCTION SPECIFICATIONS, LATEST EDITION,
7. EXISTING UTILITIES TO REMAIN ARE TO BE PROTECT AND ADJUSTED TO MATCH PROPOSED GRADE.
8. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
9. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING
IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
10. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT
PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
11. AFTER NEW INLETS ARE CONSTRUCTED AND GRAVEL FILTER BERMS OR SILT FENCE ARE TO BE PLACED TO ALLOW FLOW THROUGH
THE EROSION CONTROL DEVICE.
12. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS.
13. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
14. CONTRACTOR TO CONFORM TO ALL CONSTRUCTION STORM WATER AND EROSION CONTROL PERMITTING REQUIREMENTS BY "EPA
PHASE II STORM WATER REGULATIONS' AS ADMINISTERED BY THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY (ADEQ).
WHERE PERMITTING IS REQUIRED, A COPY OF THE NOTICE OF INTENT SHALL BE PROVIDED TO THE LOCAL MUNICIPAL AUTHORITY.
15. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE
PREVENTION ACT. THIS LAW REQUIRES THAT THE CONTRACTOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE -CALL SYSTEM AT
1-800-482-8898 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION TO ENSURE THAT ANY EXISTING UTILITIES CAN BE LOCATED.
16. CONTRACTOR TO CONSTRUCT ALL ACCESS RAMPS AND PAVING TO LITTLE ROCK AND/OR ADA STANDARDS. VERIFY.
17. TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION.
18. CONTRACTOR SHALL COORDINATE WITH CENTERPOINT ENERGY FOR GAS LINE AND METER INSTALLATION.
19. ELECTRICAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. SEE MEP SHEETS FOR DETAILS AND SPECIFICATIONS,
20. SLEEVES SHOWN ARE FOR THE LANDSCAPE IRRIGATION SYSTEM UNLESS OTHERWISE NOTED. ALL SLEEVES SHALL BE SCHEDULE 40
PVC, BURIED 18 INCHES BELOW FINISH GRADE, AND EXTENDING 12 INCHES BEHIND CURBS AND OTHER PAVING EDGES, INSTALL PULL
CHORDS AND TIE OFF WITH METAL POST AT EACH END.TRENCHES MUST BE BACKFILLED AND COMPACTED TO SUBGRADE STANDARDS.
NORTH
20 10 0 20 40
SCALE
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DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 N. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
2012
SCALE:
1"=20'
DRAWN BY:
RMB
CHECKED BY:
RMB
APPROVED BY:
RMB
DATE:
2-22-2012
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