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GENERAL SITE NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR
VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED
FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES
PRIOR TO STARTING CONSTRUCTION.
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY
OF THE CONSTRUCTION AREA PRIOR TO STARTING
CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR
NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH
RESPECTIVE UTILITY COMPANIES.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND
CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE
PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND
REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED
THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB
SITE AT ALL TIMES DURING CONSTRUCTION.
5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION
WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE
SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY
TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION.
THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND
ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN
COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS.
6. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE FOOT OF THE PROPOSED RIGHT -OF -WAY.
7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
EROSION CONTROL
NOTES
1.
INLET PROTECTION TO BE INSTALLED PRIOR TO CONSTRUCTION
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EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT
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THE ENTIRE CONSTRUCTION PROCESS
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STORM WATER DISCHARGE WILL NOT ENTER THE GROUNDWATER
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FOR THIS PROJECT
4.
SEE SWPPP DETAILS FOR ALL EROSION CONTROL MEASURES
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SCHEDULES AND SEQUENCES
JJ 5.
CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL
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CONSTRUCTION ENTRANCE /EXIT CONDITION FROM THE
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CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC
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ROADS
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EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT
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LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER
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PERIODS OF RAINFALL.
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THE 100 YEAR FLOODPLAIN, FLOODWAY FRINGE AND FLOODWAYS
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IS NOT PRESENT,
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ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT
BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE
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ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION
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SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
JJ 9.
ESTABLISH VEGETATION IN ALL BARE AREAS AS PER OEPA
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N.P.D.E.S. REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR
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N.P.D.E.S. INSPECTION DURING CONSTRUCTION PERIOD.
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CURB INLET
PROTECTION
TREE TYPE QUANTITY
RED MAPLE 11
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BALD CYPRESS 11
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ELM
TOTAL
11
33
MR
20 0 10 20 40
GRAPHIC SCALE (IN FEET)
1 inch= 20ft.
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SCALE:
AS NOTE
DATE:
OCTOBER
JOB NO.:
DESIGN:
DRAWN:
CHECKED:
SHEET NI
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