HomeMy WebLinkAboutZ-6323-I Map 47
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 ONES 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
APPUED 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
APPUED 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 PUBUC ROADS.
12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM
ACCORDING TO PROTECTION ILLUSTRATIONS PROVIDED.
grate inlet
N 158410.72
E 1175281.63
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LOT 8A (PLAT BOOK G, PAGE 756) TOTAL AREA
VICINITY MAP
N.T.S.
BENCHMARK- RAILROAD SPIKE AT BACK OF CURB,
MIDDLE OF LOT 9A
ELEV. 593.62
PART OF SECTION 36, T-2-N, 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 8B,
359.29 FT.; THENCE N31'38'39"W, 240.13 FT.; THENCE N5923'14"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 SQ. FT. OR 0.9529 ACRES
MORE OR LESS.
12"X18", 18 GA. STEEL, BAKED ENAMEL,
HANDICAP PARKING SIGN R7-8, AS SHOWN
IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
4"X4" STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 24" IN SOLID
CONCRETE (12" DIA. HOLE).
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
HANDICAP SIGN
NTS
HANDICF
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CONCRETE
3 & 4 UI
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SCREEN DUMPSTER 6• CURB & GUTTER
ENCLOSURE
W/OPAQUE SCREEN ��E. \ 6" CONCRETE
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8" CRUSHED AGGREGATE BASE COURSE, CL.7 '/�\��\`/ �4" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95% 8 (MIN) COMPACTED SUBGRADE TO 95% 20011(
STANDARD PROCTOR DENSITY. STANDARD PROCTOR DENSITY.
TYPICAL HEAVY DUTY HEAVY DUTY CONCRETE SECTION
PAVING SECTION NTS
NTS
2" HMAC SURFACE COURSE, TY. 2 PRE -CAST CONCRETE WHEEL
-{ STOP. STD. x 6'.
r_7 1/2"
I END OF PARKING SPACE
ASPHALT SURFACE
.r. 7' ASPHALT WALKWAY
6" CRUSHED AGGREGATE BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 95% rf
STANDARD PROCTOR DENSITY.
#3 REPAR x 18"
TYPICAL PAVING SECTION CONCRETE WH` EL STOP
NTS NTS
fnd. 1/2" iron pin
N 158206.29
E 1175407.61 \
DIMENSIONING PLAN