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-� WATER 'WORKS EASEMENT
SANITARY SEWER
�` MANHOLE
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UTILITY & PUBLIC ACCESS
EASEMENT
6" CONCRETE
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I-4" CRUSHED AGGREGATE BASE
COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE
TO 95% STANDARD PROCTOR DENSITY.
TYPICAL SECTION
CONCRETE APRONS
NTS
4"'�
2" RADIUS
J/
/4" LIP
122"
"I
�24"—
CONCRETE CURB CLASS
3 & -4_ UPRIGHT DETAIL
NTS
NOTE:
HANDICAP RAMPS TO BE
CONSTRUCTED ACCORDING TO
ADA GUIDELINES & PER CITY
OF LITTLE ROCK DETAILS
& INSPECTIONS,
GENERAL NOTES:
1. THE LOCATION OF THE EXISTING WATER AND GAS 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 UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION,
3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT
OF EXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION
?ROJECT.
4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED
OR INTERRUPTED UTILITIES IMMEDIATELY.
5. CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
6. 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.
7. 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.
8. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE
TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
9. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION
RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS.
10. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM.
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G:\02-123\DESIGN\02123SITE,DWG
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
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COPYRIGHT
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SCALE
1" = 20"
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DRAWN BY
DRP
CHECKED BY:
JEE
APPROVED BY
DATE
10-9-02
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