HomeMy WebLinkAboutZ-7022 Map 10\ 3" HMAC SURFACE 2" HMAC SURFACE
COURSE, TY. 2 COURSE, TY. 2
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7-7 flt
8" CRUSHED AGGREGATE 6" CRUSHED AGGREGATE
BASE COURSE, CL.7 BASE COURSE, CL.7
8" (MIN) COMPACTED SUBGRADE TO 8" (MIN) COMPACTED SUBGRADE TO
95% STANDARD PROCTOR DENSITY. 95% STANDARD PROCTOR DENSITY.
HEAVY DUTY SECTION TYPICAL SECTION
PROPOSED FUTURE DRIVECONNECTION
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8 (MIN) COMPACTED SUBGRADE
TO 95% STANDARD PROCTOR DENSITY.
TYPICAL SECTION
CONCRETE APRONS
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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
PROJECT.
4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED
OR INTERRUPTED UTILITIES IMMEDIATELY,
6. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE
LITTLE ROCK WASTEWATER UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER
LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE
CENTRAL ARKANSAS WATER DEPARTMENT REQUIREMENTS.
7. CONTRACTORS 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.
S ARE
10, AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERM
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.
1?. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM.
FOOTING TO BE INSTALLED
6"X6" W2.9XW2.9 N ALL LOCATIONS WHERE
W.W.F. SHEETS CONCRETE ABUTS ASPHALT
2' CLEAR ASPHALT
PAVING
6"
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9„ SUBGRADE
TYPICAL SECTION
CONCRETE PAD FOR DUMPSTERS
& LOADING DOCKS
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12"X18", 18 GA. STEEL, BAKED
ENAMELMANDICAP PARKING SIGN
R7-8, AS SHOWN IN THE MANUAL
UNIFORM TRAFFIC CONTROL DEVICES.
6" DIA., SCHED. 40, STEEL POST
FILLED WITH CONCRETE. SLOPE
CONCRETE AT TOP OF POST.
3"X3" STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 24" IN SOLID
CONCRETE (12" DIA. HOLE).
PAVEMENT
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LEGEND AND BORDER - GREEN
12" WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
HANDICAP SIGN
NTS
SSION
LITTLE
LANNING
PPR VED SUBJECT TO HE CONDI
TION
AS NOTED IN THE PLANNING COMMISSION
MINUT R CORD A ED'
BY:
DATE: ECFIVF
keV/J I� ��'�"w� qFD 1 8 2002
NORTH BY: C_--
20 10 0 20 40
SCALE
INFORMATION FOR BOUNDARY AND
EXISTING CONDITIONS TAKEN FROM
BOUNDARY AND TOPOGRAPHIC SURVEY
WORK PROVIDED BY McGETRICK & McGETRICK.
G:02-142\DESIGN\02142SITE.D W G
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO, RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
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