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EROSION CONTROL NOTES
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<br />GENERAL
<br />1. IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"
<br />(LATEST EDITION) BE USED WERE APPLICABLE FOR VARIOUS WORK, AND THAT WERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA
<br />AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED NTH THAT WORDING WHICH WOULD
<br />PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTIONN AS THE STANDARD
<br />SPECIFICATIONS FOR THIS PROJECT. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF
<br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR NTH THE CONTENTS
<br />PRIOR TO COMMENCING WORK.
<br />2. IF WITHIN THAT PARTICULAR SEC11ON 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 WORKMANUKE MANNER AND SHALL CONFORM NTH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL
<br />REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN
<br />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 MATERIALS
<br />FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING MICH 11ME ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL
<br />BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
<br />5. THESE PLANS DO NOT INCLUDE ANY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION
<br />SITE SAFETY INCLUDING MEANS AND METHODS.
<br />6. ALL ELEVATIONS SHOWN ON THESE PLANS BASED ON BENCHMARK AS ESTABLISHED BY THE PROJECT SURVEYOR, UNLESS OTHERWISE INDICATED.
<br />SEE SURVEY FOR BENCHMARK INFORMATION.
<br />GENERAL NOTES_
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ABOVE -GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES
<br />AND U11LITIES AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />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 EXISTING
<br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MICH MIGHT BE OCCASIONED BY THE
<br />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 OF THEIR
<br />EXISTING FACILITIES.
<br />4. WERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE ENGINEER AND BACKFILLED WITH
<br />CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE ENGINEER. BACKFILLING SHALL BE IN LAYERS NOT GREATER THAN 8* THICKNESS
<br />AND COMPACTED TO 100 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99-C.
<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 CLOSING OR
<br />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 UNIFORM
<br />TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE LOCAL, COUNTY OR STATE AGENCY HAVING 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 STAND OF
<br />GRASS BY SEEDING AND MULCHING IN ACCORDANCE NTH SECTION 570 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL WATER
<br />THE SEEDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH FOR AT LEAST 2 WEEKS OR UNTIL THE GRASS IS ESTABLISHED.
<br />WITHIN THE LIMITS DELINEATED IN THE PLANS. THE CONTRACTOR SHALL., AFTER FINAL GRADING AND CLEANUP, ESTABLISH A STAND OF GRASS
<br />BY FURNISHING AND PLACING SOD IN ACCORDANCE WITH SECTION 575 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL WATER
<br />THE SODDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH TO ASSURE A HEALTHY STAND OF GRASS. SOD SHALL BE ROLLED
<br />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 MATERIAL.
<br />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 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 FOR
<br />THE DEPTH AND LIMITS SHOWN ON THE PLAN AND AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. STABILIZED SUBGRADE SHALL BE CONSTRUCTED
<br />IN ACCORDANCE NTH SECT10N 160 OF THE STANDARD SPECIFICATIONS.
<br />2. ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
<br />ROCK BASE
<br />1. ROCK BASE SHALL BE CONSTRUCTED PER THE GEOTECHNICAL ENGINEER'S RECOMMENDA11ON OF EITHER LIMEROCK MATERIAL IN ACCORDANCE
<br />WITH SECTION 911 OF THE STANDARD SPECIFICATIONS.
<br />2. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE NTH 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. THE ROCK BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND
<br />SHALL BE PRIMED.
<br />PRIME AND TACK COAT.
<br />1. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SEC11ON 300 OF THE STANDARD SPECIFICATIONS.
<br />ASPHALTIC CONCRETE SURFACE COURSE (A
<br />1. ACSC (SEE PLAN FOR TYPES) SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN ON THE PLAN IN ACCORDANCE WITH SECTIONS 320,
<br />330, AND 331 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED.
<br />SIGNING AND PAVEMENT MARKING_
<br />1. ALL PARKING SPACES, NTH THE EXCEPT10N OF THE HANDICAPPED PARKING SPACES, SHALL BE MARKED IN NAITE, RETRO-REFLEC11VE TRAFFIC
<br />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
<br />REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST
<br />FOR PAYMENT ON THE ABOVE ITEMS.
<br />THE SCHEDULE FOR TESTING THE PAVEMENT SHALL BE AS FOLLOWS:
<br />SUBGRADE:
<br />1. FLORIDA BEARING VALUE, OR UMEROCK BEARING RATIO (LBR) TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200
<br />FEET. OR CLOSER AS MAY BE REQUIRED IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS.
<br />2. DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MAY BE REQUIRED.
<br />BASEe
<br />1. DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 500 FEET OR CLOSER AS MAY BE REQUIRED.
<br />2. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12 INCHES INSIDE THE LEFT EDGE. TO THE
<br />CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED.
<br />3. 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, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET.
<br />4. ALL TESTS SHALL BE PAID FOR BY 'ME CONTRACTOR.
<br />SHOP DRAWING SUBMITTALS.
<br />THE FOLLOWING INFORMATION AND/OR DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND JURISDICTIONAL AGENCY PRIOR
<br />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, *MOr, 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 />DRAINAGE SPECIFICATIONS_
<br />1. STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE NTH SEC11ON 425 OF THE STANDARD
<br />SPECIFICATIONS.
<br />2. ALL REINFORCING STEEL TO BE ASTM A 615 (LATEST REVISION) GRADE 40 FYP=40,000 PSI, AND SHALL BE HANDLED AND PLACED
<br />IN ACCORDANCE NTH THE AMERICAN CONCRETE INSTITUTE (ACI) 318 (LATEST REVISION).
<br />3. PRECAST CONCRETE MANHOLES AND STORM INLETS ARE TO BE USED (ONLY AFTER THE ENGINEER'S REVIEW OF THE
<br />MANUFACTURER'S SHOP DRAWINGS).
<br />4. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE NTH SEC11ON 430 AND RELATED SECTIONS OF THE STANDARD
<br />SPECIFICATIONS.
<br />5. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN ASSOCIATED AUTOCAD FILES) ARE
<br />APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTAL! Y WITH
<br />PROPOSED CURB LOCATIONS.
<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 NTH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE
<br />APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.
<br />PRECAST INLETS.
<br />1. ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE DETAILS SHOWN HEREIN. TYPE 11
<br />PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS
<br />OF 4000 PSI.
<br />CULVERT PIPES_
<br />1. REINFORCED CONCRETE PIPE (RCP) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS.
<br />2. CORRUGATED ALUMINUM PIPE (CAP) SHALL BE IN ACCORDANCE NTH SECTION 945 OF THE STANDARD SPECIFICATIONS.
<br />3. HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL BE IN ACCORDANCE WITH SECTION 948 OF THE STANDARD SPECIFICATIONS.
<br />r
<br />CONSTRUCTION OBSERVATION
<br />THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, AN INDEPENDENT TESTING LABORATORY AND THE APPLICABLE JURISDICTIONS
<br />AT 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 RETENT10N AREAS AND SWALES.
<br />4. SEEDING, MULCH, AND SODDING IN AREAS WERE EROSION IS EVIDENT OR WHERE PLANS SO IDENTIFY.
<br />UllLITIES
<br />1. LAYING OF PIPE (BEFORE BACKFILL).
<br />2. JACK AND BORING OR DIRECT10NAL BORING.
<br />CONCRETE
<br />1. COMPLETION OF FORMING FOR CURBING, SIDEWALK, AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE.
<br />PAVEMENT
<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 INSPEC11ONS APPLY).
<br />CLEAN-UP.
<br />1. THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION 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 THIS EROSION CONTROL PLAN, THE STANDARD
<br />DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL
<br />SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
<br />2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED NTH STORMWATER POLLUTION PREVENT10N SHALL OBTAIN A COPY OF
<br />THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION
<br />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 REQUIREMENTS OR
<br />MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE
<br />PERMITTING AGENCY OR OWNER.
<br />5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY
<br />IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
<br />6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL
<br />PERMIT.
<br />7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA MICH SHALL ALSO BE USED AS THE
<br />EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES,
<br />OFFICE TRAILERS, AND TOILET FACILITIES.
<br />8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY
<br />TREATED OR DISPOSED.
<br />9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY
<br />AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.
<br />10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM
<br />BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
<br />11. RUBBISH, TRASH, GARBAGE, UTTER, 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 DISCHARGE
<br />INTO DRAINAGE DITCHES OR WATERS OF THE STATE.
<br />12. ALL STORM WATER POLLU11ON PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS
<br />PRACTICABLE.
<br />13. STABILIZATION PRACTICES SHOULD BE IN111ATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE
<br />CONSTRUC71ON HAS TEMPORARILY CEASED.
<br />14. DISTURBED PORTIONS OF THE SITE WERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY
<br />SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN
<br />THESE AREAS. REFER TO SECT10N 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND MAINTENANCE REQUIREMENTS.
<br />15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE
<br />MAJORITY OF DIRT OR MUD, THEN THE 11RES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS
<br />USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE
<br />SITE.
<br />16. ALL MATERIALS SPILLED. DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST
<br />BE REMOVED AS SOON AS POSSIBLE.
<br />17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT
<br />MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE 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 NOTED ON
<br />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 AND
<br />EROSION.
<br />20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION.
<br />21. ALL CONSTRUCT10N SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES
<br />FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.
<br />MAINTENANCE
<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 STABIUZA11ON 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 0.5w RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE NTH THE
<br />FOLLOWING:
<br />1. INLET PROTECT10N 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 MEN 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 MEN THE DESIGN CAPACITY HAS BEEN
<br />REDUCED BY 55 CY/ACRE.
<br />7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A 11MELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR
<br />DAYS FOLLOWING THE INSPECTION.
<br />RECORD DRAWINGS.
<br />1. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES MICH SHALL BE ANNOTATED BY THE
<br />CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD MICH 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 COMPLE11ON OF THE PROJECT AND
<br />PRIOR TO FINAL INSPECT10N AND FINAL PAYMENT. RECORD DRAWINGS SHALL BE CERTIFIED BY A SURVEYOR REGISTERED IN THE STATE
<br />OF FLORIDA.
<br />CALL 48 HOURS
<br />BEFORE YOU DIG
<br />IT'S THE LAW!
<br />DIAL 811
<br />SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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<br />8/13/2012
<br />120501
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