HomeMy WebLinkAboutZ-8049 Map 8GENERAL 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 WITH THE LITTLE ROCK WASTEWATER UTILITY'S
"SPECIFICATION REQUIREMENTS FOR SANITARY SEWERS" LATEST EDITION.
6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE TO CENTRAL ARKANSAS WATER 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 2 TONS/ACRE IS TO BE
APPLIED WITHIN TWO WEEKS OF FINAL GRADING.
10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND SILT
FENCE ARE TO BE PLACED TO PROTECT DRAINAGE SYSTEM.
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.
13. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE GRADING PERMIT.
CONTACT VINCE FLORIANI AT THE CITY OF LITTLE ROCK PUBLIC WORKS
DEPARTMENT(371-4817).
14. FOR EROSIN CONTROL, STAKE HAY BALES AND SILT FENCE IN PLACE
PRIOR TO CONSTRUCTION.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING A NOTICE OF INTENT AND
POLLUTION PREVENTION PLAN AS REQUIRED BY THE DPC&E. ALL PERMITS SHALL
BE ACQUIRED PRIOR TO THE START OF CONSTRUCTION.
NOTE: APRON LAYOUT SHOWN IS TYPICAL.
SEE DIMENSIONING PLAN FOR SPECIFIC
LAYOUT INFORMATION.
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DIMENSIONING
PLAN
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CURB
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REQUIRED WITH H.C. RAMP GRADE UNE
MATCH EXISTING KEYED CONSTRUCTION JOINT
CURB AND GURER 0.05' UP IN LINE W/
FACE OF CURB
7" CONC. W/ 6"X6" - W2.9 X W2.9
WELDED WIRE FABRIC SHEETS
CONCRETE APRON DETAIL
NTS
LIM
-12"X18", 18 GA. STEEL, BAKED ENAMEL,
HANDICAP PARKING SIGN R7-8, AS SHOWN
IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
—400" STEEL TUBE WITH WELDED
TOP CAP, ANCHORED 24" IN SOLID
CONCRETE (12" DIA. HOLE).
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LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
HANDICAP SIGN
NTS
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CONCRETE CURB CLASS
3 & 4 UPRIGHT DETAIL
NTS
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STANDARD PROCTOR DENSITY.
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NIS
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STANDARD PROCTOR DENSITY.
TYPICAL HEAVY DUTY
PAVING SECTION
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STORMWATER
DETENTION
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' LITTLE ROCK PLANNING COMMISSION
APPROVED, SUBJECTTO THE CONDITIONS
AS NOTED IN THE PLANNING COMMISSION
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SCALE
SCALE 1"=30'
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CHECKED BY:
APP BY:
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