HomeMy WebLinkAboutZ-08752-1 Map 5CHENAL N I S STORAGE
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LITTLE ROCK. ARKANSAS
A DEVELOPMENT OF
GRAHAM SMITH COMPANIES
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ARKANSAS STATE LAW REQUIRES THAT THE EXCAVATOR
IS TO LOCATE ALL EXISTING UTILITIES IN ACCORDANCE
WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE
PREVENTION ACT. THIS LAW REQUIRES THAT THE EXCAVATOR
MAKE A TELEPHONE CALL TO THE ARKANSAS ONE CALL
SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING
DAYS PRIOR TO EXCAVATION TO INSURE THAT ANY EXISTING
UTILITIES CAN BE LOCATED.
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CIVIL ENGINEERING COMMENTS:
1.A GRADING PERMIT MUST BE OBTAINED PRIOR TO THE INITIATION OF WORK. PERMITS
MAY BE ACQUIRED FROM THE PUBLIC WORKS DEPARTMENT AT 701 WEST MARKHAM
STREET AFTER APPROVAL OF EROSION CONTROL PLAN. CONTACT VINCE FLORIANI AT
371-4817 WITH ANY QUESTIONS.
2.HAUUNG OF FILL MATERIAL ON OR OFFSITE OVER MUNICIPAL STREETS AND ROADS
REQUIRES APPROVAL PRIOR TO A GRADING PERMIT BEING ISSUED. CONTACT PUBLIC
WORKS TRAFFIC ENGINEERING AT 621 S. BROADWAY, 379-1805 (TRAMS HERBNER) FOR
MORE INFORMATION.
3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MEL HALL (501-590-7465) FOR
INSPECTION OF ALL WORK IN THE RIGHT-OF-WAY.
4.AT THE COMPLETION AND ACCEPTANCE OF THE WORK IN THE RIGHT-OF-WAY, THE
CONTRACTOR SHALL SUBMIT A ONE (1) YEAR MAINTENANCE BOND FOR 50 PERCENT OF
THE TOTAL COST OF IMPROVEMENTS IN THE RIGHT-OF-WAY AND EASEMENTS. ALSO,
PROVIDE AS -BUILT DRAWINGS OF INSTALLED INFRASTRUCTURE.
5.CONTACT MEL HALL, PUBLIC WORKS CIVIL ENGINEERING, AT 918-7465 FOR ON -SITE
CLARIFICATION OF GRADING PERMIT REQUIREMENTS PRIOR TO COMMENCING WORK.
6.TRACKING OF MUD IS NOT PERMITTED ON CITY STREETS. THE CONTRACTOR IS SUBJECT
TO FINES AND STOP WORK PENALTIES FOR VIOLATION OF THIS ORDINANCE.
7.ANY WORK INVOLVING ONE OR MORE ACRES OF DISTURBED AREA REQUIRES A STATE
NPDES PERMIT PRIOR TO GRADING PLAN APPROVAL. CONTACT THE ARKANSAS
DEPARTMENT OF ENVIRONMENTAL QUALITY, NPDES BRANCH AT 682-0744 FOR
APPLICATIONS AND INFORMATION ABOUT GENERAL PERMIT $ARR150000.
BALL EROSION CONTROL FEATURES MUST BE INSTALLED AND MAINTAINED UNTIL THE SITE
IS STABIUZED.
9. ALL DISTURBED AREAS MUST BE VEGETATED WITHIN 21 DAYS AFTER CONSTRUCTION IS
COMPLETE
GENERAL SITE CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL CONTROL EROSION ON THE SITE. ALL SLOPES SHALL BE
FERTILIZED, SEEDED AND MULCHED (OR LANDSCAPED) AS DIRECTED BY THE OWNER OR
HIS REPRESENTATIVE. THE CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE
ARKANSAS DPC&E. THE SITE SHALL BE GRADED TO MAINTAIN POSITIVE DRAINAGE DURING
CONSTRUCTION. THE WATER SHALL NOT BE ALLOWED TO POND.
2. ALL AREAS TO BE CUT OR FILLED SHALL BE CLEARED AND GRUBBED. THE
MAXIMUM FILL SLOPE SHALL BE 3:1, EXCEPT AS SHOWN. ALL FILLS SHALL BE MADE IN B"
LIFTS AND COMPACTED AT OPTIMUM MOISTURE CONTENT TO 95% OF MODIFIED PROCTOR
DENSITY (ASTM D-1557), AS DETERMINED BY IN -PLACE DENSITY TESTS. BORROW AND FILL
MATERIAL SHALL BE SELECT CLAY SAND OR SANDY CLAY HAVING A LIQUID OMIT LESS
THAN 40 OR OTHER APPROVED FILL. FILL SOILS CLASSIFYING AS SC OR GC ACCORDING TO
THE UNIFIED SOILS CLASSIFICATION SYSTEM ARE CONSIDERED SUITABLE. SHALE
MATERIAL USED IN FILL SHALL BE COMPACTED AT 3% ABOVE OPTIMUM MOISTURE
3. THE CONTRACTOR SHALL COORDINATE WITH EACH UTILITY COMPANY PRIOR TO
ANY EXCAVATION. ANY DAMAGE TO UTILITY LINES CAUSED BY THE CONTRACTOR
OPERATIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR
SHALL VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING AND
PROPOSED STORM SEWER, SANITARY SEWER AND WATER LINES TO ENSURE THAT THEY
ARE INSTALLED WITH ADEQUATE COVER AND CLEARANCE. ALL ROUGH GRADING SHALL
BE COMPLETE BEFORE INSTALLATION OF STORM SEWER, SANITARY SEWER AND
APPURTENANCES, WATER MAINS, SERVICES AND APPURTENANCES. ALL UTILITY
TRENCHES SHALL BE BACKFILLED AND COMPACTED WITH SELECT MATERIAL AS
SPECIFIED IN NOTE y2 ABOVE.
4. THE CONTRACTOR SHALL COMPLY WITH ALL APPUCABLE LAWS, CODES AND
ORDINANCES GOVERNING WORK AT THIS TYPE.
5. ANY EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED OR PLACED IN AREAS AS
DIRECTED. ALL FILLS ON SITE IN AREAS OF FUTURE BUILDING CONSTRUCTION SHALL BE MADE
IN 8' LIFTS AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
6. THE CONTRACTORS ATTENTION IS SPECIFICALLY CALLED TO THE LOCATION OF
THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
DAMAGING ANY EXISTING IMPROVEMENTS WHICH ARE TO REMAIN PRIOR TO
SUBMITTING HIS BID. THE CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS.
HE SHALL VISIT THE SITE. AND INSPECT THE CONDITION OF THE SITE AND THE ADJACENT
IMPROVEMENTS.
7. THE CONTRACTOR SHALL CALL 'ONE -CALL' FOR LOCATION OF ALL UTILITIES
PRIOR TO COMMENCEMENT OF ANY EXCAVATION.
TITLE SHEET 1
SITE PLAN 2
GRADING PLAN 3
STORM DRAINGE PLAN 4
EROSION CONTROL PLAN 5
EROSION CONTROL DETAILS 6
STREET & DRAINAGE DETAILS 7
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REGISTERED
PROFESSIONAL
ENGINEER
'A ... v.�
y� No.11643
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No. 94
BID SET
NOT FOR CONSTRUCTION