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SECT 19, TWP. 2 65., RNG. 22 E.
<br />GENERAL CONSTRUCTION NOTES
<br />ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
<br />THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
<br />ELEVATIONS REFER TO THE NAVD 88.
<br />LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
<br />AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
<br />AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY
<br />THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
<br />STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
<br />THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
<br />PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
<br />OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
<br />AFFECTED AREA.
<br />THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
<br />UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
<br />UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
<br />UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
<br />AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
<br />UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
<br />THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
<br />FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE
<br />WORK PERFORMED BY THE CONTRACTOR.
<br />ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
<br />TO BASE AND SURFACE CONSTRUCTION.
<br />IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
<br />AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
<br />CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
<br />SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION,
<br />9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP
<br />DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE,
<br />FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
<br />REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
<br />REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
<br />OWNER'S ENGINEER.
<br />10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
<br />SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
<br />ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
<br />PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
<br />PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
<br />PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
<br />EXPENSE.
<br />11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
<br />TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
<br />BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS
<br />DETERMINED BY AASHTO T-99.
<br />12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
<br />P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
<br />13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED
<br />TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
<br />SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
<br />OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
<br />14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
<br />MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
<br />GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
<br />BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
<br />AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
<br />UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY
<br />AND ENGINEER OF RECORD.
<br />15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
<br />COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
<br />TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
<br />REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
<br />TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
<br />ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
<br />16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
<br />AT THE CONSTRUCTION SITE.
<br />17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
<br />SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
<br />CONSTRUCTION SITE SAFETY.
<br />18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
<br />FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
<br />AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
<br />CLEARING AND GRUBBING NOTES
<br />1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE
<br />CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL
<br />REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS,
<br />IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN
<br />GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT
<br />WRITTEN APPROVAL FROM THE OWNER.
<br />2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
<br />CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
<br />SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
<br />COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
<br />THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
<br />3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
<br />NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
<br />PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
<br />CONSTRUCTION.
<br />4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
<br />STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
<br />PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
<br />5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
<br />OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
<br />HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
<br />6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
<br />EXISTING STRUCTURES.
<br />7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
<br />DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING
<br />8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
<br />SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
<br />UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
<br />WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS,
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
<br />A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
<br />9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
<br />PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
<br />SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
<br />CONSTRUCTION PROGRESS.
<br />10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
<br />THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
<br />11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
<br />RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED IN ACCORDANCE
<br />TO THE PLANS.
<br />12, CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
<br />BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
<br />STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
<br />STORM SEWER NOTES
<br />SANITARY SEWER NOTES
<br />1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS
<br />1.
<br />ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF
<br />TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
<br />COVER.
<br />OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIALIS
<br />BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER,
<br />2.
<br />ALL SANITARY SEWER MAINS &SERVICE LATERALS SHALL BE CONSTRUCTED OF
<br />E
<br />EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
<br />POLYVINYL CHLORIDE PIPE, SDR 26 OR AS OTHERWISE INDICATED ON THE
<br />COMPACTED AS SHOWN ON THESE PLANS.
<br />CONSTRUCTION DRAWINGS.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
<br />3.
<br />ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
<br />COLLAPSE AND WILL PROVIDE BRACING. SHEETING, OR SHORING, AS NECESSARY.
<br />AND SPECIFICATIONS.
<br />TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
<br />PLACED. DEWATERING SHALL BE USED AS REQUIRED.
<br />4.
<br />PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
<br />LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
<br />ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
<br />3. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
<br />ANY CONFLICTS OR DISCREPANCIES.
<br />TRAFFIC RATED FOR H-20 LOADINGS.
<br />4I
<br />. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
<br />5.
<br />PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
<br />PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION THE POND.
<br />D-3034-77C, MA SDR 26. INSTALLATION OF SDR 26 PIPE SHALL BE IN STRICT
<br />ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321.
<br />5. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
<br />ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
<br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
<br />6.
<br />ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
<br />PAVING NOTES
<br />1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
<br />PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
<br />2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
<br />WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
<br />3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
<br />TO FDOT STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING STALL STRIPING
<br />TO BE 4" WIDE PAINTED WHITE STRIPES.
<br />4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
<br />BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
<br />THAN TWELVE (12) INCHES.
<br />5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND
<br />TRAFFIC DESIGN STANDARDS".
<br />PAVING. GRADING do DRAINAGE TESTING AND INSPECTION REOUIREMENTS
<br />1, THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
<br />VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
<br />BACKFILL.
<br />2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
<br />ACCEPTANCE OF THE PROJECT.
<br />3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
<br />WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
<br />TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
<br />COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
<br />THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET,
<br />WATER SYSTEM NOTES
<br />1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
<br />2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
<br />SPECIFICATIONS.
<br />3. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
<br />BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
<br />4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
<br />WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
<br />MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
<br />CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
<br />5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
<br />C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
<br />ACCORDANCE WITH ASTM D-2241.
<br />6, WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER PVC SCH40.
<br />7. ALL FITTINGS 2" AND SMALLER SHALL BE PVC SDR26 WITH PUSH ON JOINTS.
<br />8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
<br />MEETING THE REQUIREMENTS OF AWWA C509
<br />9. ALL FIRE HYDRANTS (IF NEEDED) SHALL MEET THE REQUIREMENTS OF AWWA C502
<br />AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL.
<br />10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER
<br />SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
<br />11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
<br />ON DETAILS,
<br />12. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE
<br />PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
<br />WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
<br />1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
<br />CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
<br />TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
<br />ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
<br />OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
<br />PERFORMING TESTS.
<br />2, CONTRACTOR TO PERFORM CHLORINATION, BACTERIOLOGICAL SAMPLING SHALL BE
<br />BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY.
<br />CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM.
<br />COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER.
<br />HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM
<br />SEWERS, WASTEWATER OR SEWER FORCE MAINS AND RECLAIMED WATER PIPELINES
<br />(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER
<br />MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER
<br />FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF
<br />CHAPTER 62-610, F.A.C.
<br />(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN
<br />THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED
<br />VACUUM -TYPE SANITARY SEWER.
<br />(C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE
<br />OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED
<br />GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE
<br />CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,
<br />F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND
<br />GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM
<br />OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.
<br />(D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
<br />HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN
<br />AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND
<br />DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C.
<br />VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM
<br />SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES
<br />(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY
<br />EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR
<br />STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT
<br />LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12
<br />INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS
<br />PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
<br />(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR
<br />PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE
<br />MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE
<br />OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE
<br />OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE
<br />OTHER PIPELINE.
<br />(C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE
<br />FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE
<br />OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM
<br />THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE
<br />ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL
<br />JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE
<br />MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF
<br />CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR
<br />PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES
<br />CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
<br />SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
<br />1. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS
<br />INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
<br />MAXIMUM ALLOWABLE LEAKAGE RATE: 200 GPD PER INCH PIPE DIAMETER PER MILE.
<br />TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
<br />COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
<br />RESPONSIBILITY.
<br />NOTICE TO ALL CONTRACTORS AND DEVELOPERS
<br />THE STORM, DOMESTIC WATER SYSTEM AND SANITARY SYSTEM FOR THIS PROJECT MUST BE
<br />INSPECTED BY OUR OFFICE IN ORDER THAT THEY BE CERTIFIED TO THE APPROPIATE GOVERNMENTAL
<br />AGENCY. IT IS, THEREFORE, IMPERATIVE THAT OUR OFFICE BE NOTIFIED AT LEAST 24 HOURS PRIOR
<br />TO BACKFILLING OVER THESE FACILITIES. FAILURE TO DO SO WILL RESULT IN THESE FACILITIES
<br />HAVING TO BE UNCOVERED AND INSPECTED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED.
<br />YOUR CERTIFICATE OF OCCUPANCY WILL BE WITHHELD UNTIL THE MATTER IS RESOLVED.
<br />POST (OPTIONS: 2" x 4" OR
<br />2 1/2 MIN. DIA. WOOD;
<br />STEEL 1.33 LBS/FT. MIN.)
<br />0
<br />0
<br />0: 15"-18"
<br />o
<br />8
<br />6' MAX. _
<br />FILTER FABRIC (IN
<br />CONFORMANCE WITH
<br />SEC. 985 FOOT SPEC.)
<br />I
<br />12" MIN _T ELEVATION
<br />TYPE III SILT FENCE
<br />POST (OPTIONS: 4" x 4" OR
<br />3" MIN. DIA. WOOD;
<br />STEEL 1.33 LBS/FT. MIN.) \
<br />8•
<br />PLUG
<br />POULTRY MESH (20 GA. MIN.)
<br />OR TYPE A FENCE FABRIC
<br />(INDEX NO. 452 & SEC. 966
<br />FDOT SPEC.
<br />10' MAX.
<br />FILTER FABRIC (IN
<br />CONFORMANCE WITH
<br />SEC. 985 FOOT SPEC.)
<br />ELEVATION
<br />SWFWMD MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORMWATER DISCHARGE FACILITY
<br />GENERAL MAINTENANCE:
<br />1. ALL STORMWATER PIPES, INLETS, CATCH BASINS, MANHOLES, FLUMES, POND INFLOW AND OUTFALL
<br />STRUCTURES (INCLUDING OIL SKIMMERS), AND DISCHARGE PIPES SHOULD BE INSPECTED ON A REGULAR BASIS
<br />(MONTHLY OR QUARTERLY) AND AFTER MAJOR RAINFALLS. THEY SHOULD BE MAINTAINED BY REMOVING BUILT-UP
<br />DEBRIS AND VEGETATION AND REPAIRING DETERIORATING STRUCTURES.
<br />2. CHEMICALS, OILS, GREASES OR SIMILAR WASTES ARE NOT TO BE DISPOSED OF DIRECTLY TO THE STORMWATER
<br />FACILITY OR THROUGH STORM SEWERS. TREATMENT PONDS ARE DESIGNED TO TREAT NORMAL ROAD, PARKING
<br />LOT, ROOF AND YARD RUNOFF ONLY. SOME CHEMICALS MAY INTERFERE WITH A TREATMENT POND'S FUNCTIONS
<br />OR KILL VEGETATION AND WILDLIFE. DISPOSE OF THESE POTENTIALLY DANGEROUS MATERIALS PROPERLY BY
<br />TAKING THEM TO RECYCLING FACILITIES OR TO COLLECTION LOCATIONS SPONSORED BY MANY LOCAL
<br />GOVERNMENTS.
<br />DO NOT DISPOSE OF GRASS CLIPPINGS IN THE SURFACE WATER MANAGEMENT SYSTEM (SWMS). GRASS
<br />CLIPPINGS POSE PROBLEMS BY SMOTHERING DESIRABLE VEGETATION, CLOGGING OUTFALL STRUCTURES AND,
<br />WHEN THEY DECOMPOSE, MAY CAUSE UNSIGHTLY ALGAE BLOOMS THAT CAN KILL FISH.
<br />3. ACCUMULATED POND SEDIMENTS MAY CONTAIN HEAVY METALS SUCH AS LEAD, CADMIUM AND MERCURY, AS
<br />WELL AS OTHER POTENTIALLY HAZARDOUS MATERIALS. THEREFORE, SEDIMENTS REMOVED FROM STORM
<br />SEWERS, INLETS, PIPES, AND PONDS SHOULD BE DISPOSED OF AT AN APPROVED FACILITY (CHECK WITH YOUR
<br />COUNTY SOLID WASTE DEPARTMENT OR THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR
<br />DISPOSAL FACILITIES APPROVED TO ACCEPT TREATMENT POND SEDIMENT).
<br />4. DURING ANY REPAIR OR MAINTENANCE ACTIVITY, USE CARE TO AVOID CAUSING EROSION OR SILTATION TO
<br />ADJACENT OR OFF -SITE AREAS.
<br />5. REMEMBER, ALTERATIONS (FILLING, ENLARGING, ETC.) OF ANY PART OF THE STORMWATER FACILITY IS NOT
<br />PERMITTED WITHOUT PRIOR APPROVAL FROM ALL APPLICABLE GOVERNING AGENCIES.
<br />6. IT IS USUALLY MORE COST-EFFECTIVE TO MONITOR AND PERFORM ROUTINE MAINTENANCE ON THE SWMS,
<br />RATHER THAN LET IT FAIL AND HAVE TO RECONSTRUCT THE ENTIRE SYSTEM.
<br />7. MOSQUITO GROWTH CAN BE MINIMIZED IN THE SWMS BY THE FOLLOWING MEASURES:
<br />O. DO NOT DUMP GRASS CLIPPINGS OR OTHER ORGANIC DEBRIS INTO THE SWMS. DECAYING GRASS CLIPPINGS
<br />AND OTHER DECOMPOSING VEGETATION CREATE IDEAL CONDITIONS FOR BREEDING MOSQUITOES.
<br />b. CLEAN OUT ANY OBSTRUCTIONS THAT GET INTO THE SYSTEM. DEBRIS CAN OBSTRUCT FLOW AND HARBOR
<br />MOSQUITO EGGS AND LARVAE.
<br />c. REMOVE WATER LETTUCE AND WATER HYACINTH, WHICH NOURISH AND SHELTER MOSQUITO LARVAE.
<br />d. STOCK PONDS WITH PREDATORY "MOSQUITO FISH" - GAMBUSIA MINNOWS, WHICH MAY BE COLLECTED FROM
<br />OTHER PONDS AND DITCHES AND INTRODUCED INTO YOUR SWMS. REMEMBER, THE INTRODUCTION OF GRASS
<br />CARP INTO YOUR SWMS WILL REQUIRE SWFWMD APPROVAL.
<br />8. DITCHES AND SWALES SHOULD BE PERIODICALLY MOVED AND CLEANED OF ACCUMULATED REFUSE. DURING
<br />THE MOWING OPERATIONS, DITCHES AND SWALES SHOULD BE INSPECTED FOR BARE SPOTS, DAMAGE OR
<br />EROSION. BARE AREAS SHOULD BE SODDED OR SEEDED TO REPLACE THE GRASS COVER. IN THE CASE OF
<br />EROSION, REPLACE THE MISSING SOILS AND BRING THE AREA BACK TO GRADE.
<br />DRY RETENTION PONDS:
<br />1. ON A MONTHLY OR QUARTERLY BASIS, AND FOLLOWING A STORM EVENT, YOU SHOULD MAKE AN INSPECTION OF
<br />THE POND AND ITS OUTFALL STRUCTURE TO ENSURE THAT THE SYSTEM IS OPERATING PROPERLY. IF STANDING
<br />WATER PERSISTS LONGER THAN 72 HOURS AFTER A NORMAL SUMMER RAIN EVENT, OR IF WETLAND VEGETATION
<br />SUCH AS CATTAILS GROW IN THE POND, THE STORMWATER FACILITY MAY BE IN NEED OF REPAIR, REPAIRS MAY
<br />BE AS SIMPLE AS SCARIFYING OR RAKING THE POND BOTTOM, OR MAY CONSIST OF REMOVING THE BOTTOM
<br />SEDIMENT (APPROXIMATELY THE TOP FOOT OF SOIL) AND REPLACING THE SOIL WITH CLEAN SAND. FOR MORE
<br />INFORMATION, CONTACT YOUR LOCAL SWFWMD SERVICE OFFICE.
<br />2. MOW FREQUENTLY ENOUGH TO PREVENT THATCH BUILDUP. PICK UP GRASS CLIPPINGS AFTER CUTTING. LIMIT
<br />FERTILIZER USE AROUND THE POND, AND DO NOT FERTILIZE GRASS IN THE POND AREA.
<br />3. RESOD ANY AREAS (SIDES OR BOTTOM) WHERE GRASS OR SOD HAS BEEN REMOVED OR ERODED.
<br />4. KEEP THE OUTFALL STRUCTURE CLEAR OF DEBRIS AND VEGETATION.
<br />OPTIONAL POST POSITION
<br />PRINCIPLE POST
<br />PATTERN (CANT-
<br />ED 20 DEGREES
<br />TOWARDS FLOW)
<br />' FILTER FABRIC
<br />SILT FLOW
<br />SECTION
<br />OPTIONAL POST POSITION
<br />}/ PRINCIPLE POST
<br />PATTERN (CANT-
<br />ED 20 DEGREES
<br />TOWARDS FLOW)
<br />POULTRY MESH
<br />OR TYPE A
<br />FENCE FABRIC
<br />/FILTER FABRIC
<br />r� SILT FLOW
<br />SECTION
<br />18"MIN -j TYPE IV SILT FENCE
<br />SILT SCREEN BARRIER DETAILS
<br />F.D.O.T. INDEX NO. 102 N.T.S.
<br />TYPE III OR TYPE IV
<br />SILT FENCE
<br />SILT FLOW TYPE III OR TYPE V SILT FENCE
<br />PROTECTION AROUND DITCH
<br />BOTTOM INLETS
<br />SILT FENCE APPLICATIONS
<br />DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS
<br />PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND
<br />LOCATIONS & TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
<br />LT FL01
<br />TYPE IV SILT FENCE TYPE III SILT FENCE
<br />SILT SCREEN BARRIER DETAI
<br />raAT. MM NM 102 N.T.L
<br />NOTE: SILT BARRIERS FOR FLOWING STREAMS AND
<br />TIDAL CREEKS MAY BE EITHER FLOATING, FENCE, OR
<br />STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT
<br />WILL SUIT SITE CONDITIONS AND MEET EROSION
<br />CONTROL AND WATER QUALITY REQUIREMENTS. THE
<br />BARRIER TYPE(S) WILL BE AT THE CONTRACTOR'S
<br />OPTION UNLESS OTHERWISE SPECIFIED IN THE
<br />PLANS; HOWEVER, PAYMENT WILL BE UNDER THE PAY
<br />ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING
<br />SILT FENCES AND STAKED SILT BARRIERS TO BE
<br />INSTALLED IN VERTICAL POSITION UNLESS OTHER-
<br />WISE DIRECTED BY ENGINEER.
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<br />DATE: 7/24/17
<br />JOB #:16-31
<br />SCALE: N.T.S.
<br />CUCET R
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