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<br />GENERAL
<br />SIGNING AND PAVEMENT MARKING
<br />EROSION CONTROL NOTES
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<br />1. IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"
<br />(LATEST EDITION) BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF
<br />FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING
<br />WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS
<br />THE STANDARD SPECIFICATIONS FOR THIS PROJECT. THE CONTRACTOR
<br />AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND
<br />BRIDGE CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK.
<br />2. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE PART OF THE STANDARD
<br />SPECIFICATIONS ALSO.
<br />3. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND
<br />FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES
<br />REQUIRED TO BEGIN WORK.
<br />4. THE CONTRACTOR SHALL GIVE THE ENGINEER 48 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL
<br />EQUIPMENT NECESSARY TO PROPERLY TEST AND OBSERVE THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND
<br />MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH TIME ALL FAULTY CONSTRUCTION AND/OR
<br />MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
<br />GENERAL NOTES
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ABOVE -GROUND, UNDERGROUND, AND ON THE SURFACE
<br />STRUCTURES AND UTILITIES AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITY. THE CONTRACTOR SHALL
<br />BE RESPONSIBLE FOR CONSEQUENTIAL DAMAGES RESULTING FROM LACK OF PROTECTION.
<br />2. SOME, BUT NOT NECESSARILY ALL, EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
<br />INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
<br />EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
<br />OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
<br />3. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED U11UTY OWNERS FOR REMOVAL, RELOCATION, AND ALTERATION
<br />OF THEIR EXISTING FACILITIES.
<br />4. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE GEOTECHNICAL ENGINEER
<br />AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER.
<br />5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION.
<br />6. STREET OR HIGHWAY RESTORATION WORK IS TO BE DONE AS PER LOCAL, COUNTY OR STATE AGENCY HAVING JURISDICTION.
<br />7. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE LOCAL, COUNTY, OR STATE AUTHORITIES REGARDING
<br />CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS.
<br />8. TRAFFIC CONTROL ON ALL LOCAL, COUNTY AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF
<br />UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE LOCAL, COUNTY OR STATE AGENCY HAVING
<br />JURISDICTION.
<br />BURNING
<br />1. PRIOR TO BURNING ANY MATERIAL ON SITE, CONTRACTOR SHALL OBTAIN PERMIT FROM PROPER AUTHORITY AND SUBMIT TO ENGINEER.
<br />DISTURBED AREAS
<br />1. ALL AREAS DISTURBED WITHIN RIGHT OF WAY BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR SODDED AS SPECIFIED BELOW:
<br />,SEEDING AND MULCHING:
<br />UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, AFTER FINAL GRADING AND CLEANUP OF ALL DISTURBED AREAS, ESTABLISH A
<br />STAND OF GRASS BY SEEDING AND MULCHING IN ACCORDANCE WITH SECTION 570 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR
<br />SHALL WATER THE SEEDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH FOR AT LEAST 2 WEEKS OR UNTIL THE GRASS
<br />IS ESTABLISHED.
<br />SODDING:
<br />WITHIN THE LIMITS DELINEATED IN THE PLANS, THE CONTRACTOR SHALL, AFTER FINAL GRADING AND CLEANUP, ESTABLISH A STAND OF
<br />GRASS BY FURNISHING AND PLACING SOD IN ACCORDANCE WITH SECTION 575 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR
<br />SHALL WATER THE SODDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH TO ASSURE A HEALTHY STAND OF GRASS. SOD
<br />SHALL BE ROLLED AND TOP DRESSED AS REQUIRED BY THE ENGINEER.
<br />GRADING
<br />1. REFER TO PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING GRADING.
<br />2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE, AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT
<br />GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
<br />PLACEMENT.
<br />3. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPATIBLE SOIL TYPE
<br />MATERIAL.. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.
<br />4. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS ARE TO BE USED IN CASE OF
<br />DISCREPANCY.
<br />STAKING
<br />1. IF CONSTRUCTION STAKING IS PERFORMED BY THE OWNER, LOSS OR DISTURBANCE OF CONTROL POINTS DUE TO NEGLIGENCE BY THE
<br />CONTRACTOR WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE,
<br />STABILIZING
<br />1. STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE (FBV) OR UMEROCK BEARING RATIO (LBR) AS PER PLAN
<br />FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN AND AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. STABILIZED SUBGRADE SHALL BE
<br />CONSTRUCTED IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS.
<br />2. ALL STABILIZED AREAS SHALL BE COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER.
<br />1. ROCK BASE SHALL BE CONSTRUCTED PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATION OF EITHER UMEROCK MATERIAL IN
<br />ACCORDANCE WITH SECTION 911 OF THE STANDARD SPECIFICATIONS.
<br />2. UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200
<br />3. ROCK BASE SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS AS SHOWN ON THE PLAN AND AS PER THE GEOTECHNICAL ENGINEER'S
<br />RECOMMENDATIONS.
<br />PRIME AND TACK COAT
<br />1. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS.
<br />ASPHALTIC
<br />CONCRETE SURFACE
<br />COURSE
<br />ACSC
<br />1. ACSC (SEE PLAN FOR
<br />TYPES) SHALL BE CONSTRUCTED TO THE DEPTH
<br />AND LIMITS SHOWN
<br />ON THE PLAN IN ACCORDANCE WITH SECTIONS
<br />320, 330, AND 331 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED.
<br />1. ALL PARKING SPACES, WITH THE EXCEPTION OF THE HANDICAPPED PARKING SPACES, SHALL BE MARKED IN WHITE, RETRO-REFLECTIVE
<br />TRAFFIC PAINT AND BE IN ACCORDANCE WITH SECTION 710 OF THE STANDARD SPECIFICATIONS.
<br />2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FDOT STANDARD INDEX 17346.
<br />3. WHERE APPLICABLE, ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE STALL OR WHEEL STOP.
<br />PAVEMENT TESTING
<br />1. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN OWNER APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED
<br />TESTS ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS. TEST RESULTS SHALL BE PER THE GEOTECHNICAL ENGINEER'S
<br />RECOMMENDA11ONS AND MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS.
<br />2. IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD ITEM SHALL BE REWORKED OR
<br />CORRECTED AND RETESTED, AT THE CONTRACTOR'S EXPENSE, UN71L THE PROVISIONS OF THESE SPECIFICATIONS ARE MET.
<br />3. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR.
<br />SHOP DRAWING SUBMITTALS
<br />THE FOLLOWING INFORMATION AND/OR DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND WHERE REQUIRED, THE
<br />JURISDICTIONAL AGENCY PRIOR TO BEGINNING WORK:
<br />1. INFORMATION ON THE PIPE AND CULVERTS, INDICATING THE TYPE, CLASS, SIZE AND OTHER RELEVANT INFORMATION.
<br />2. ASPHALT AND CONCRETE MIX DESIGN.
<br />3. DOCUMENTATION ON ALL OTHER MATERIALS BEING USED INCLUDING, BUT NOT LIMITED TO, FILTER FABRIC, GUARDRAILS,
<br />CONCRETE, STEEL POSTS, CURING COMPOUND AND JOINT MATERIAL, INLETS, MANHOLES, PRESSURE PIPE, FITTINGS, LIFT
<br />STATION, HYDRANTS, ETC.
<br />4. MAINTENANCE OF TRANSPORTATION, "MOT", IF REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A
<br />MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LOCAL, COUNTY AND STATE GUIDELINES AND SECURING THE
<br />APPROPRIATE APPROVALS FROM THE JURISDICTIONAL AGENCIES TO IMPLEMENT THE PLAN.
<br />CONCRETE
<br />1. UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000
<br />PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE
<br />APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.
<br />CONSTRUCTION OBSERVATION
<br />THE CONTRACTOR SHALL N01IFY THE PROJECT ENGINEER, AN INDEPENDENT TESTING LABORATORY AND THE APPLICABLE JURISDICTIONS AT
<br />LEAST 48 HOURS PRIOR TO PERIODS OF THE FOLLOWING CONSTRUCTION ACTIVITIES:
<br />DRAINAGE
<br />1. LAYING OF PIPE (BEFORE BACKFILL).
<br />2. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETED.
<br />3. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES.
<br />4. SEEDING, MULCH, AND SODDING IN AREAS WHERE EROSION IS EVIDENT OR WHERE PLANS SO IDENTIFY.
<br />UBLIDES
<br />1. LAYING OF PIPE (BEFORE BACKFILL).
<br />2. JACK AND BORING OR DIRECTIONAL BORING.
<br />CONCRETE
<br />1. COMPLE11ON OF FORMING FOR CURBING, SIDEWALK, AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE.
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<br />1. LINE AND GRADE (CERTIFICATION).
<br />2. SUB -BASE (PRIOR TO ADDING BASE MATERIAL).
<br />3. BASE (PRIOR TO PRIMING AND SAND SEAL).
<br />4. BASE (AFTER PRIMING, SAND SEAL, AND BEFORE PLACING ASPHALT).
<br />5. ASPHALT OR CONCRETE PAVING.
<br />6. TURN OUT CONSTRUCTION ON TO CITY, COUNTY OR STATE ROAD (ABOVE INSPECTIONS APPLY).
<br />RECORD DRAWINGS
<br />1. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE
<br />CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS.
<br />2, RECORD DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO, CULVERT LENGTHS, INVERT AND TOP ELEVATIONS OF STORM SEWER
<br />INLETS, STORM AND SANITARY SEWER MANHOLES, LIFT STATIONS, WEIRS AND CONTROL STRUCTURES. A RECORD DRAWING, IF REQUIRED,
<br />OF THE TOP ELEVATION OF THE BASE MATERIAL GRADING AT ALL LOCATIONS OF THE PROPOSED FINAL GRADES SHALL BE PREPARED AND
<br />SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE INSTALLATION OF ASPHALT OR FINAL SURFACE. THE CONTRACTOR SHALL
<br />PREPARE A RECORD DRAWING VERIFYING ALL PROPOSED GRADES OF EACH STORM WATER BODY AND CONTAIN A MINIMUM OF (2) CROSS
<br />SECTIONS IN EACH STORM WATER BODY.
<br />3. THE CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO THE ENGINEER UPON COMPLETION OF THE PROJECT AND
<br />PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. RECORD DRAWINGS SHALL BE CERTIFIED BY A SURVEYOR REGISTERED IN THE STATE OF
<br />FLORIDA.
<br />CLEAN-UP
<br />1. THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUC11ON MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE
<br />MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION.
<br />1. THE STORMWATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE
<br />STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE
<br />PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
<br />2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER POLLUTION PREVENTION SHALL OBTAIN A
<br />COPY OF THE STORM WATER POLLUTION PREVEN1ION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT
<br />DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS.
<br />3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST
<br />MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER
<br />THROUGHOUT ALL PHASES OF CONSTRUCTION.
<br />4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL
<br />REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS
<br />AS DIRECTED BY THE PERMITTING AGENCY OR OWNER.
<br />5. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE
<br />GENERAL PERMIT.
<br />6. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED
<br />AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE
<br />FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.
<br />7. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND
<br />PROPERLY TREATED OR DISPOSED.
<br />8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR
<br />READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
<br />9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER
<br />PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
<br />10. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS.
<br />MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER
<br />DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
<br />11. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE IN111ATED AS SOON AS
<br />PRACTICABLE.
<br />12. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS
<br />WHERE CONSTRUCTION HAS TEMPORARILY CEASED.
<br />13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE
<br />PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION
<br />ACTIVITY OCCURRED IN THESE AREAS. REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND
<br />MAINTENANCE REQUIREMENTS.
<br />14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO
<br />REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC
<br />ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT
<br />BEFORE IT IS CARRIED OFF THE SITE.
<br />15. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKnLUNG OF
<br />TRENCHES FOR UTILITY CONSTRUC11ON AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.
<br />16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS
<br />MUST BE REMOVED AS SOON AS POSSIBLE.
<br />17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION/RETENTION POND AND ANY
<br />SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE
<br />STABILIZATION OF THE SITE,
<br />18. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION
<br />THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE
<br />NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.
<br />19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES
<br />AND EROSION.
<br />20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION.
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<br />ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORMWATER POLLUTION
<br />PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A
<br />COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL
<br />MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
<br />WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE
<br />FOLLOWING:
<br />1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF
<br />UNDERMINING, OR DETERIORATION.
<br />2 . ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD
<br />BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO SECTION 981 OF THE
<br />STANDARD SPECIFICATIONS.
<br />3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM
<br />THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE.
<br />4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF
<br />MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS
<br />CONDITIONS DEMAND.
<br />5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND
<br />STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND.
<br />6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL
<br />TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN
<br />REDUCED BY 55 CY/ACRE.
<br />7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR
<br />DAYS FOLLOWING THE INSPECTION.
<br />CALL 48 HOURS
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