HomeMy WebLinkAboutZ-6323-I Map 5GENERAL 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, 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 TO THE LITTLE ROCK WASTE WATER UTILITIES
'SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS LATEST EDITION.
6. ALL WATER LINES .AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO THE LITTLE ROCK WATER DEPARTMENT REQUIREMENTS.
7. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.
8. 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.
9. 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.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL
FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.
11. CONTRACTOR WILL CONTROL AND PREVENT OFF -SITE TRACKING
OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY
AND PUBLIC ROADS.
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
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BENCHMARK- RAILROAD SPIKE AT BACK OF CURB,
MIDDLE OF LOT 9A
ELEV. 593.62
LOT SA (PLAT BOOK G, PAGE 756) TOTAL AREA
PART OF SECTION 36, T-2-11, R-14-W, LITTLE ROCK, PULASKI COUNTY,
ARKANSAS MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE NORTHWEST CORNER OF LOT 8B, THE VILLAGE AT RAHLING ROAD,
LITTLE ROCK, ARKANSAS: THENCE S24'27'17"W ALONG THE WEST LINE OF LOT 88,
359.29 FT.; THENCE N31'38'39"W, 240.13 FT.; THENCE N58'23'14"E, 289.74 FT. TO
A POINT ON THE WEST RIGHT-OF-WAY LINE OF RAHLING CIRCLE; THENCE
ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 199.00 FT. RADIUS
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S43'44'21 "E, 40.47 FT.
TO THE POINT OF BEGINNING, CONTAINING 41,510 SO. FT. OR 0.9529 ACRES
MORE OR LESS.
HMAC SURFACE COURSE, TY. 2
\ �8" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
-- TYPICAL HEAVY DUTY
PAVING SECTION
NITS
/--2" HMAC SURFACE COURSE, TY. 2
\ `6" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR DENSITY.
TYPICAL PAVING SECTION
NTS
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IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
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TOP CAP, ANCHORED 24" IN SOLID
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COLORS
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BACKGROUND - WHITE
HANDICAP SIGN
NTS
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Klckett En lneering,
Box 24209
Inc,
Little Rock Arkansas 72223
Phore 501.868.6068
® Fax 501.868.6363