2023-02-16 V. B. 23-002-TRC Complete setCITY OF OKEECHOBEE COMMERCE CENTER
GULF OF MEXICO
LOT 3 IMPROVEMENTS
LOCATION
Section 15, Township 37S, Range 35E
OKEECHOBEE, FLORIDA
SHEET INDEX
#
SHEET TITLE
ISSUE DATE
REV #
REV DATE
C100
COVER
12/29/2022
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C101
NOTES & SPECIFICATIONS
12/29/2022
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C200
SWPP & DEMOLITION PLAN
12/29/2022
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C300
SITE PLAN
12/29/2022
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C400
GRADING & DRAINAGE PLAN
12/29/2022
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0500
CROSS SECTIONS
12/29/2022
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C600
SITE & DRAINAGE DETAILS
12/29/2022
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REVISION HISTORY
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OKEECHOBEE COUNTY SUBMITTAL HISTORY -1 o U<
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BILL MCCLOUD TONY SPRINGSTEEL BRAD COLLINS UTILITIES NE JOEL BRAY o
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PREPARED FOR
WESTLAKE ROYAL ROOFING, LLC
2801 POST OAK BLVD, STE 600
HOUSTON, TX 77056
PREPARED BY
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Engineering Group
150 SOUTH WOODLAWN AVENUE, BARTOW, FL 33830 PHONE: (863) 800-3046 FAX: (863) 800-1159
FLORIDA CERTIFICATE OF AUTHORIZATION (FLCA) #26247
CONSTRUCTION MATERIALS QUALITY AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH CITY OF OKEECHOBEE SPECIFICATIONS
AND STANDARDS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
Know what's below.
Call before you dig.
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PROJECT
NO.
SHEET
2373 1 C100
ASBUILT/RECORD DRAWING NOTES FOR CONTRACTOR STORMWATER POLLUTION PREVENTION NOTES GENERAL SITE NOTES
ALL ASBUILT/RECORD DRAWING INFORMATION SHALL BE PROVIDED FROM A LICENSED PROFESSIONAL LAND SURVEYOR IN BOTH HARD
COPY SIGNED & SEALED PRINTS AND DIGITAL FORMAT. ALL DATA SHALL BE ON THE SAME BENCHMARK AS THE DESIGN PLANS AND IN
THE STATE PLANE COORDINATE SYSTEM. DIGITAL COPIES OF THE CONSTRUCTION PLANS WILL BE PROVIDED FOR A BASIS OF THE
ASBUILT/RECORD DRAWINGS. THE FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED TO THE ENGINEER FOR REVIEW BEFORE FINAL
CERTIFICATIONS CAN BE ISSUED. THIS LIST, WHILE EXHAUSTIVE, IS NOT MEANT TO BE ALL-INCLUSIVE. PLEASE USE IT AS A
GUIDELINE FOR MINIMUM STANDARDS. ALL DATA PROVIDED SHALL ALSO MEET MINIMUM STANDARDS OF THE UTILITY COMPANY,
WATER MANAGEMENT DISTRICT, AND LOCAL GOVERNMENT AS APPLICABLE.
GENERAL:
1. AUTOCAD POINTS WITH DESCRIPTIONS TO BE PROVIDED ON A LOGICAL LAYERING SYSTEM.
2. ALL ITEMS IDENTIFIED ON THE SITE PLAN SHOULD BE SHOWN ON THE ASBUILT/RECORD DRAWING UNLESS OTHERWISE DIRECTED
BY THE ENGINEER. THIS INCLUDES ITEMS SUCH AS LIGHT POLES, BIKE RACKS, CURBING, SIDEWALKS, FENCING, UTILITY PADS, ETC.
3. VERTICAL AND HORIZONTAL SEPARATION BETWEEN MAINS SHALL BE DIMENSIONED ON THE ASBUILT/RECORD DRAWING. AT A
MINIMUM, SEPARATION DIMENSIONS SHALL BE ADDED IN LOCATIONS WHERE IDENTIFIED ON THE CONSTRUCTION PLANS TO SHOW
THE ITEMS WERE CONSTRUCTED PER APPLICABLE STANDARDS.
4. ANY CONFLICT SEPARATIONS LESS THAN THOSE ALLOWABLE ARE TO BE SPECIFICALLY NOTED AND DIMENSIONED.
DRAINAGE & GRADING:
1. CONTROL STRUCTURE DATA INCLUDING ELEVATIONS, DIMENSIONS, AND PIPE SIZE/INVERT SHOWN ON THE CONTROL STRUCTURE
DETAIL.
2. POND AND SWALE TOP AND TOE OF SLOPE ELEVATIONS AT INTERVALS NOT TO EXCEED 100 FEET OR CHANGE IN DIRECTION.
VISIBLY LOW OR HIGH AREAS SHOULD ALSO BE DETAILED. SUFFICIENT SPOT GRADES SHOULD BE PROVIDED SO THAT THE POND
OR SWALE CAN BE RECREATED DIGITALLY AS IT IS CONSTRUCTED FOR THE ENGINEER TO DETERMINE COMPLIANCE WITH THE
DESIGN.
3. DRAINAGE STRUCTURE AND PIPE ASBUILT DATA SHOULD BE PROVIDED ADJACENT TO DESIGN DATA AND IN THE SAME FORMAT AS
THE DESIGN.
4. SUFFICIENT LOT GRADES TO DEMONSTRATE LOTS DRAIN IN ACCORDANCE WITH THE DESIGN. MINIMUM SPOT GRADE AT EACH LOT
CORNER FOR TYPE A OR TYPE C LOTS AND AN ADDITIONAL MID -LOT LINE GRADE FOR TYPE B LOTS. ASBUILT PAD GRADING IS NOT
REQUIRED FOR RESIDENTIAL DEVELOPMENTS UNLESS DESIRED BY THE OWNER.
5. SUFFICIENT PAVEMENT GRADES, TYPICALLY AT INTERVALS NOT TO EXCEED 100 FEET OR CHANGE IN DIRECTION OR SLOPE.
DATUM
1. A PUBLISHED BENCHMARK WAS NOT FOUND IN THE VICINITY OF THIS PROPERTY. ELEVATIONS ARE BASED ON THE
"CONTINENTAL _NGS2012B.gsb" GEOID, AS MEASURED USING REAL TIME KINETIC GOS REFERENCED FROM FDOT PERMANENT
REFERENCE NETWORK.
DRAINAGE STRUCTURES
1. ALL DRAINAGE STRUCTURE SHALL CONFORM TO THE LATEST FDOT STANDARD PLANS UNLESS OTHERWISE NOTED.
2. GRATE ELEVATIONS FOR ALL TYPE 5 AND TYPE 6 INLETS REFER TO EDGE OF PAVEMENT.
3. GRATE ELEVATIONS FOR ALL DITCH BOTTOM INLETS REFER TO THE FLOW LINE OF PAVEMENT.
SEQUENCE OF ACTIVITIES
1. INSTALL SILT BARRIERS & TREE BARRICADES AS SHOWN ON PLANS AS APPLICABLE.
2. ROUGH GRADE THE STORMWATER POND AS WELL AS TEMPORARY SWALES TO FORCE DELIVERY OF RUNOFF TO THE POND. THE
POND WILL ACT AS A SEDIMENTATION BASIN.
3. STABILIZE CLEARED AREAS WITHIN 7 DAYS OF LAST DISTURBANCE IF RUNOFF IS NOT CAPTURED BY THE STORMWATER POND.
4. INSTALL STORM SEWER CONVEYANCE SYSTEMS.
5. CONSTRUCT ENTRANCE(S) AND PAVEMENT.
6. COMPLETE GRADING AND INSTALL PERMANENT SODDING OR OTHER PERMANENT STABILIZATION FEATURES.
7. WHEN ALL CONSTRUCTION IS COMPLETE, STABILIZE ANY REMAINING DISTURBED AREAS.
8. REMOVE INSTALLED SILT BARRIERS AFTER ALL DISTURBED AREAS ARE STABILIZED.
A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT IS REQUIRED BEFORE ANY EARTHMOVING
ACTIVITIES COMMENCE. THE CONTRACTOR OR THEIR ASSIGNS SHALL BE THE RESPONSIBLE AUTHORITY FOR
IMPLEMENTING THE SWPP. EACH PERSON MUST SIGN A CERTIFICATION TO CERTIFY THAT THEY UNDERSTAND AND
SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS
STORM WATER POLLUTION PREVENTION PLAN.
GENERAL POLLUTION CONTROL NOTES
1. PRIOR TO ANY CLEARING OR CONSTRUCTION COMMENCEMENT, SILT FENCES SHALL BE INSTALLED IN THE AREAS DESIGNATED ON
THIS PLAN. THOSE AREAS DESIGNATED TO BE REINFORCED SHALL HAVE INSTALLED A SECOND ROW OF SILT FENCE. THE SILT
FENCE SHALL BE TRENCHED IN 4 INCHES DEEP AND BACKFILLED ON THE UPHILL SIDE.
2. AFTER SILT FENCES ARE INSTALLED, A ROCK CONSTRUCTION ENTRANCE 50 FEET LONG AND 10 FEET WIDE WITH 6 INCH DEEP FDOT
#57 STONE LINED WITH FILTER FABRIC SHALL BE CONSTRUCTED AT EACH CONSTRUCTION ENTRANCE SHOWN ON THIS PLAN.
3. ALL CONSTRUCTION MATERIALS AND DEBRIS WILL BE PLACED IN A DUMPSTER AND HAULED OFF SITE TO A LANDFILL OR OTHER
PROPER DISPOSAL SITE. THE DUMPSTER SHALL BE LOCATED IN DESIGNATED LOCATION SHOWN ON THIS PLAN.
4. DUST SHALL BE CONTROLLED WITH THE USE OF WATER IF NECESSARY.
5. ALL TOXIC MATERIALS USED IN CONSTRUCTION SHALL BE KEPT IN A COVERED SHED AS SHOWN IN DESIGNATED LOCATION SHOWN
ON THIS PLAN.
6. A DOUBLE WALL FUEL TANK WILL BE PLACED ON A DRIP PAN TO CONTAIN AND PREVENT ANY FUEL LEAKS FROM BEING DISCHARGED
IN STORM WATER RUNOFF.
7. PORT-O-LETS SHALL BE PLACED IN AREAS DESIGNATED ON THIS SITE PLAN.
8. NO VEHICLE MAINTENANCE WILL BE ALLOWED ON SITE.
9. A WASHDOWN SITE SHALL BE PLACED IN THE AREAS DESIGNATED. A SMALL VEGETATIVE BERM SHALL BE PLACED AROUND THE
WASH DOWN AREA.
10. FILTER SOCKS SHALL BE PLACED AT THE ENTRANCE TO ALL EXISTING INLETS TO PREVENT THE STORM SEWER SYSTEM FROM
DISCHARING SEDIMENTS INTO THE RETENTION PONDS.
11. CONTRACTOR TO DEMO TREES AS REQUIRED TO ACCOMMODATE PROPOSED SITE DESIGN(REMOVE ROOT BASE OF ALL EXISTING
TREES TO BE DEMOLISHED).
12. ALL CLEARED TREES AND VEGETATION SHALL BE BURNED ONSITE AFTER CONTRACTOR OBTAINS A BURN PERMIT. IF BURNING IS
PROHIBITED, TREES TO BE HAULED AWAY.
13. SEDIMENTS MAY NOT BE ALLOWED TO ACCUMULATE MORE THAN HALF THE HEIGHT OF THE SILT FENCE. SEDIMENTS MUST BE
PROPERLY DISPOSED OF. AFTER REMOVAL OF SILT FENCES, ALL DISTURBED AREAS SHALL BE GRASSED & MULCHED.
14. PONDS & BASIN CONTROL SHALL BE THE FIRST ITEMS CONSTRUCTED. SIDE SLOPES SHOULD BE IMMEDIATELY SODDED UPON
COMPLETION.
15.OUTLETS OF ALL PIPES SHALL BE INSPECTED REGULARLY AND ANY BLOCKAGES REMOVED. ALL FLOW MUST BE MAINTAINED WITH
ANY FENCING CONSTRUCTED TO ALLOW FLOW THROUGH OR UNDER THE FENCE.
16. DEWATERING, ALTHOUGH NOT ANTICIPATED, MAY BE REQUIRED FOR INSTALLATION OF UTILITIES, STORM SEWER, OR PAVEMENT.
THE DURATION IS DEPENDANT ON THE SCHEDULE OF CONSTRUCTION. THE DEWATERING DISCHARGE WILL BE CONTAINED WITHIN
A SETTLING AREA INSIDE THE NEAREST STORMWATER POND. THE SETTLING AREAS WILL BE SURROUNDED WITH TURBIDITY
BARRIERS IN ACCORDANCE WITH FOOT INDEX 102 & 103. AFTER DEWATERING WORK HAS BEEN COMPLETED, THE SETTLING AREAS
WILL BE EXCAVATED AND/OR RESHAPED TO FINALIZE THE PONDS. DEWATERING STRUCTURES SHALL REMAIN IN PLACE UNTIL
TRENCHING HAS BEEN COMPLETED. ALL DISCHARGE SHALL BE CONTAINED WITHIN THE PROJECT AREA AS DESCRIBED. NO
GROUNDWATER SHALL BE PUMPED DIRECTLY OFFSITE
17. DURING CLEARING AND GRUBBING AND SITE GRADING STAGES, AREAS THAT ARE DISTURBED AND INACTIVE FOR MORE THAN 7
DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED AT MANUFACTURERS RECOMMENDATIONS. AFTER SEEDING EACH AREA
SHALL BE MULCHED WITH 4000 POUNDS OF STRAW PER ACRE.
MAINTENANCE PLAN DURING CONSTRUCTION
1. SILT FENCE REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH APPROXIMATELY
ONE HALF THE HEIGHT OF THE BARRIER.
2. MAINTENANCE SHALL BE PERFORMED ON THE CONSTRUCTION ENTRANCE WHEN ANY VOID SPACES ARE FULL OF SEDIMENT.
3. MULCH AND SOD THAT HAS WASHED OUT SHALL BE REPLACED IMMEDIATELY. ALL OTHER AREAS ARE TO BE SEEDED UNTIL
VEGETATION IS ESTABLISHED.
4. ANY WASH OUTS GOING INTO RETENTION PONDS SHALL BE CORRECTED BY INSTALLING A TEMPORARY BERM UPHILL AND
ADJACENT TO THE RETENTION POND. ONE SECTION OF 12 INCH PVC PIPE SHALL BE INSTALLED AT THE UPHILL TOE OF BERM AND
THROUGH THE BERM INTO THE RETENTION POND. PIPE AND BERM SHALL BE REMOVED WHEN SURROUNDING GROUND IS
PERMANENTLY STABILIZED.
5. INSPECTIONS SHALL BE PERFORMED AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A RAIN EVENT THAT IS 0.5
INCHES OR GREATER
6. THE INSPECTOR SHALL INSPECT ALL POINTS OF DISCHARGE, ALL DISTURBED AREAS OF CONSTRUCTION THAT HAVE NOT BEEN
STABILIZED, AREAS WHERE VEHICLES ENTER AND EXIT THE SITE, AND SEDIMENT CONTROL STRUCTURES.
7. THE INSPECTOR SHALL FURNISH A STORM WATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM IN THE FORMAT
DESCRIBED IN THE "SAMPLE COPY OF THE STORM WATER POLLUTION PREVENTION PLAN" AS OUTLINED ON THE FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION WEBSITE.
MAINTENANCE PLAN AFTER CONSTRUCTION
THE STORMWATER FACILITY MUST BE MAINTAINED CORRECTLY IF IT IS TO PERFORM IN THE MANNER IT WAS DESIGNED. THE
STATEMENTS BELOW ARE INTENDED TO BE A GUIDE TO THE CORRECT WAYS TO MAINTAIN THIS FACILITY. THIS IS ONLY A GUIDE
AND SHOULD BE REVISED AS FIELD CONDITIONS REQUIRE. THE MAINTENANCE ENTITY SHALL BE RESPONSIBLE FOR MAINTAINING THE
SITE. FACILITIES SHALL BE INSPECTED BY A PROFESSIONAL ENGINEER AT INTERVALS OUTLINED IN THE ENVIRONMENTAL RESOURCE
PERMIT.
1. ALL STORMWATER PIPES, INLETS, CATCH BASINS, MANHOLES, FLUMES, POND INFLOW AND OUTFALL STRUCTURES (INCLUDING OIL
SKIMMERS), AND DISCHARGE PIPES SHOULD BE INSPECTED ON A REGULAR BASIS (MONTHLY OR QUARTERLY) AND AFTER MAJOR
RAINFALLS. THEY SHOULD BE MAINTAINED BY REMOVING BUILT- UP DEBRIS AND VEGETATION AND REPAIRING DETERIORATING
STRUCTURES.
2. MOW GRASS (WEEKLY DURING THE SUMMER MONTHS AND BI-WEEKLY DURING THE REMAINDER OF THE YEAR) WITHIN THE
STORMWATER RETENTION AREAS. GRASS CLIPPINGS SHALL BE COLLECTED AND PROPERLY DISPOSED OF.
3. CHEMICALS, OILS, GREASES OR SIMILAR WASTES ARE NOT TO BE DISPOSED OF DIRECTLY TO THE STORMWATER FACILITY OR
THROUGH STORM SEWERS. TREATMENT PONDS ARE DESIGNED TO TREAT NORMAL ROAD, PARKING LOT, ROOF AND YARD RUNOFF
ONLY. SOME CHEMICALS MAY INTERFERE WITH A TREATMENT POND'S FUNCTIONS OR KILL VEGETATION AND WILDLIFE. DISPOSE
OF THESE POTENTIALLY DANGEROUS MATERIALS PROPERLY BY TAKING THEM TO RECYCLING FACILITIES OR TO COLLECTION
LOCATIONS SPONSORED BY MANY LOCAL GOVERNMENTS. ALSO, DO NOT DISPOSE OF GRASS CLIPPINGS IN A SWMS. GRASS
CLIPPINGS POSE PROBLEMS BY SMOTHERING DESIRABLE VEGETATION, CLOGGING OUTFALL STRUCTURES AND, WHEN THEY
DECOMPOSE, MAY CAUSE UNSIGHTLY ALGAE BLOOMS THAT CAN KILL FISH.
4. ACCUMULATED POND SEDIMENTS MAY CONTAIN HEAVY METALS SUCH AS LEAD, CADMIUM AND MERCURY, AS WELL AS OTHER
POTENTIALLY HAZARDOUS MATERIALS. THEREFORE, SEDIMENTS REMOVED FROM STORM SEWERS, INLETS, PIPES AND PONDS
SHOULD BE DISPOSED OF AT AN APPROVED FACILITY (CHECK WITH YOUR COUNTY SOLID WASTE DEPARTMENT OR THE FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR DISPOSAL FACILITIES APPROVED TO ACCEPT TREATMENT POND SEDIMENT).
5. DURING ANY REPAIR OR MAINTENANCE ACTIVITY, USE CARE TO AVOID CAUSING EROSION OR SILTATION TRANSFER TO ADJACENT
OR OFF -SITE AREAS.
6. ALTERATIONS (FILLING, ENLARGING, ETC.) OF ANY PART OF THE STORMWATER FACILITY IS NOT PERMITTED WITHOUT PRIOR
APPROVAL FROM ALL APPLICABLE GOVERNING AGENCIES.
7. THE APPROVED OPERATION AND MAINTENANCE PERMIT AND AS -BUILT DRAWINGS ARE AVAILABLE AT YOUR LOCAL WATER
MANAGEMENT DISTRICT SERVICE OFFICE OR FROM THE PERMITTING AGENCY HAVING JURISDICTION. REFER TO THOSE PLANS AND
PERMITS FOR ADDITIONAL RESTRICTIONS, INSTRUCTIONS AND CONDITIONS.
8. IT IS USUALLY MORE COST-EFFECTIVE TO MONITOR AND PERFORM ROUTINE MAINTENANCE ON A STORMWATER MANAGEMENT
SYSTEM, RATHER THAN LET IT FAIL AND HAVE TO RECONSTRUCT THE ENTIRE SYSTEM.
9. MOSQUITO GROWTH CAN BE MINIMIZED IN A STORMWATER MANAGEMENT SYSTEM, BY THE FOLLOWING MEASURES:
DO NOT DUMP GRASS CLIPPINGS OR OTHER ORGANIC DEBRIS INTO A SWMS
DECAYING GRASS CLIPPINGS AND OTHER DECOMPOSING VEGETATION CREATE IDEAL CONDITIONS FOR BREEDING MOSQUITOES.
CLEAN OUT ANY OBSTRUCTIONS THAT GET INTO THE SYSTEM. DEBRIS CAN OBSTRUCT FLOW AND HARBOR MOSQUITO EGGS AND
LARVAE.
REMOVE WATER LETTUCE AND WATER HYACINTH, WHICH NOURISH AND SHELTER MOSQUITO LARVAE.
PAVING OPERATION NOTES
1. BEFORE PAVING OPERATIONS BEGIN, THE ENGINEER SHALL BE PROVIDED WITH ALL DENSITY TESTING INCLUDING PIPE BACKFILL,
SUBGRADE, AND ROAD BASE. TESTING SHALL BE PROVIDED BEFORE ANY PREPAVING MEETINGS ARE SCHEDULED.
2. ASPHALT MIX DESIGNS MUST BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING. MIXES MUST BE SIGNED AND
SEALED BY A PROFESSIONAL ENGINEER OR SUPPLIED BY AN APPROVED FDOT PLANT.
3. ANY DEVIATIONS IN ASPHALT TYPE, LIFT THICKNESS, OR COMPACTION MUST BE PRESENTED TO THE ENGINEER FOR APPROVAL
PRIOR TO IMPLEMENTATION. DEVIATIONS MAY REQUIRE APPROVAL BY THE AHJ.
4. IT IS RECOMMENDED THE CONTRACTOR SUBMIT A TESTING PLAN TO THE ENGINEER BEFORE COMMENCING PAVING OPERATIONS
SO ANY DEFICIENCIES CAN BE DETERMINED BEFORE STARTING.
5. TESTS FOR IN -PLACE DENSITY AND LAYER THICKNESS, FOR EACH COURSE, SHALL BE CONDUCTED AT A FREQUENCY OF ONE TEST
PER 300 LINEAR FEET OF ROADWAY (MINIMUM 3 TESTS PER ROAD).
6. 6" PAVEMENT CORES ARE TO BE TAKEN AT A MINIMUM FREQUENCY OF 3 CORE PER 500 TONS OF ASPHALT. DENSITY, THICKNESS,
AND GRADATION REPORT IS TO BE PROVIDED FOR ASPHALT, BASE, AND SUBGRADE. MINIMUM ASPHALT DENSITY SHALL BE 89%
GMM, WITH A MINIMUM AVERAGE BETWEEN 3 CORES OF 92% GMM.
7. MINIMUM LIFT THICKNESS SHALL CONFORM TO FOOT SPECIFICATIONS 334-1.4.1.
8. WHEN THE DEFICIENCY IN THICKNESS IS IN EXCESS OF THE MINIMUM THICKNESS REQUIRED ON APPROVED PLANS, LESS THE
ALLOWABLE CONSTRUCTION TOLERANCE, THE CONTRACTOR SHALL CORRECT THE DEFICIENCY EITHER BY REPLACING THE FULL
THICKNESS FOR A LENGTH EXTENDING AT LEAST 50 FEET FROM EACH END OF THE DEFICIENT AREA, OR WHEN PERMITTED BY THE
COUNTY ENGINEER BY OVERLAYING THE ENTIRE WIDTH OF THE AREA. NORMALLY AN OVERLAY WILL NOT BE PERMITTED IN A
CONCRETE CURB SECTION.
9. ASPHALT SHALL BE UNIFORM IN TEXTURE AND SLOPE TO THE GREATEST EXTEND POSSIBLE. AREAS OF POOR GRADATION SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
10. TESTS FOR SUBGRADE STABILIZATION SHALL BE LOCATED NO MORE THAN 400 FEET APART (FOR ROADWAYS) OR EVERY 8,000 SF
(FOR PARKING LOTS) AND SHALL BE STAGGERED TO THE LEFT, RIGHT, AND ON THE CENTERLINE OF THE ROAD.
1. SEE BOUNDARY & TOPOGRAPHY SURVEY FOR LEGAL DESCRIPTION & BENCHMARK INFO.
2. ALL PAVEMENT MARKINGS SHALL BE PAINTED, UNLESS OTHERWISE NOTED, AND SHALL BE ACCOMPLISHED WITH USE OF PAINTING
MACHINES AND/OR STENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF SOLVENTBORNE
APPLICATION RECOMMENDATIONS.
3. CONTRACTOR TO SAW CUT EXISTING PAVEMENT AT PROPOSED DRIVEWAY TIE IN'S TO PROVIDE A CLEAN EDGE FOR NEW
PAVEMENT AND BASE CONNECTION.
4. CONTRACTOR TO BECOME FAMILIAR WITH AND ADHERE TO ALL ADA STANDARDS.
5. CONTRACTOR TO PROVIDE SMOOTH TRANSITION AT LOCATIONS WHERE EXISTING FEATURES MEET PROPOSED FEATURES
(CONCRETE, ASPHALT, ETC.).
6. ALL "MEG" (MATCH EXISTING GRADE) ELEVATIONS ON ROADWAY SURFACES OR EDGES AND UNDERGROUND STORM/UTILITY PIPES
SHOWN ARE APPROXIMATE.
7. AT A MINIMUM, ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH EITHER SOD OR SEED. SOD OR SEED
AREAS SHOULD BE WATERED BY EITHER IRRIGATION OR TANKER TRUCKS UNTIL ESTABLISHED. SOD SHALL BE STAKED AS
REQUIRED IN SLOPED AREAS AND MONITORED FOR WASHOUTS. ONCE THE SOD IS ESTABLISHED, GC MAY REMOVE STAKES. SEEDED
AREAS MUST BE WATERED AS NECESSARY TO ALLOW GRASS TO BEGIN GROWING.
8. CONTRACTOR SHALL OBTAIN THE LATEST EDITION OF THE SOIL REPORT FOR THIS PROJECT. GC SHALL ADHERE TO ALL
RECOMMENDATIONS AND INSTRUCTIONS INCLUDED IN SOIL REPORT.
9. A COPY OF THE APPROVED PERMIT AND DRAWINGS MUST BE ON THE JOBSITE AT ALL TIMES.
10. ANY SIDEWALKS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED.
11. IF CONSTRUCTION, RECONSTRUCTION, REPAIR OR MAINTENANCE ACTIVITY NECESSITATES THE CLOSING OF ONE OR MORE TRAVEL
LANES OF ANY ROAD ON THE STATE PRIMARY, COUNTY ROAD OR CITY STREET SYSTEM FOR A PERIOD OF TIME EXCEEDING TWO
HOURS, THE PARTY PERFORMING SUCH WORK WILL BE RESPONSIBLE TO GIVE NOTICE TO THE APPROPRIATE LAW ENFORCEMENT
AGENCY WHICH HAS JURISDICTION WHERE SUCH ROAD IS LOCATED PRIOR TO COMMENCING WORK ON THIS PROJECT.
12. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF FOOT INDEX 102-600 THROUGH 102-670.
13. TRAFFIC SHALL BE MAINTAINED THROUGH THE WORK ZONE AT THE ESTABLISHED SPEED LIMIT.
14. DURING NON -WORKING HOURS, THE DROP-OFF BETWEEN THE TRAVEL LANES AND THE WORK AREA SHALL BE MAINTAINED IN
ACCORDANCE WITH INDEX 102-600.
15. ALL EXISTING MARKINGS THAT ARE IN CONFLICT WITH PROPOSED MARKINGS SHALL BE REMOVED.
16. THE PERMANENT REMOVAL OF SIGNS WITHIN THE CONSTRUCTION LIMITS ARE NOT REQUIRED UNLESS SHOWN IN THE PLANS. ALL
ADJUSTMENTS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS.
17. DO NOT PLACE THERMOPLASTIC STRIPES AND MARKINGS ON NEWLY CONSTRUCTED FINAL SURFACES COURSES PRIOR TO 30
CALENDAR DAYS AFTER PLACEMENT OF THE FINAL SURFACE COURSE. THE ENGINEER MAY REQUIRE LONGER CURE PERIODS.
PROVIDE TEMPORARY MARKINGS IF THE ROAD IS OPEN TO TRAFFIC.
18.THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR.
HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES SHOWN
AND NOT SHOWN ON THESE PLANS AND RELATED CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION
AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK.
19. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. IF
DISTURBED OR DESTROYED, THESE POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE.
20.THE CONTRACTOR IS DIRECTED TO NOTIFY SLOAN ENGINEERING GROUP, INC., PHONE (863) 800-3046, FOR PROBLEMS REQUIRING
DEVIATION FROM THESE PLANS AND SPECIFICATIONS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES, ETC., UNLESS
OTHERWISE NOTED. ALL SOIL STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY THE OWNER.
22.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES NOTED TO REMAIN, FROM DAMAGE OR
DISPLACEMENT DURING CONSTRUCTION. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY
NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO
REPAIR DAMAGE OR CORRECT DISPLACEMENT.
23.THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL TREES AND OTHER VEGETATION OUTSIDE THE LIMITS
OF CONSTRUCTION.
24. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE
PLANS.
25.THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO
COMMENCEMENT OF CONSTRUCTION. IT IS RECOMMENDED TO PROVIDE A VIDEO OF EXISTING CONDITIONS TO THE ENGINEER.
26.THE CONTRACTOR SHALL TAKE SPECIAL NOTICE THAT ALL SPECIFICATIONS AND DETAILS SHOWN HEREON ARE BELIEVED TO BE
THE LATEST AND MOST ACCURATE AT THE TIME OF DESIGN AND SUBMITTAL, HOWEVER THE ENGINEER DOES NOT WARRANTY ANY
OF THE PROVIDED SPECIFICATIONS AND DETAILS. THESE SPECIFICATIONS AND DETAILS ARE SUBJECT TO REVISION BY THE
ISSUING MUNICIPALITIES AND AGENCIES. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL
CONSTRUCTION, TESTING AND MATERIALS CONFORM TO THE LATEST EDITIONS OF THE DESIGN REFERENCES INCLUDING, BUT NOT
LIMITED TO THE MUNICIPAL LAND DEVELOPMENT REGULATIONS, FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, FOOT MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS
AND HIGHWAYS (GREEN BOOK) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.
27.THE STORMWATER MANAGEMENT SYSTEM IS TO BE MAINTAINED BY THE PROPERTY OWNER.
28. WITHIN CITY OF OKEECHOBEE RIGHT OF WAY, ALL STREET SIGNS SHALL BE SECURED TO 2" MIN ROUND POLES AND ALL OTHER
TRAFFIC SIGNS SHALL BE SECURED TO 2.5" MIN ROUND POLES. ALL SIGNAGE WITHIN PRIVATE RIGHT OF WAY MAY BE DECORATIVE.
BACKFILL, COMPACTION, AND INSPECTION NOTES
1. IT IS RECOMMENDED THE CONTRACTOR SUBMIT A TESTING PLAN TO THE ENGINEER BEFORE COMMENCING CONSTRUCTION SO ANY
DEFICIENCIES CAN BE DETERMINED BEFORE STARTING.
2. PROCTOR TESTS SHALL BE PERFORMED ON ALL MATERIAL TO BE USED AS BACKFILL. TESTING FREQUENCY SHALL BE PER FDOT
SPECIFICATIONS SECTION 125-9, MINIMUM 1 TEST PER SOIL TYPE OR REPRESENTATIVE SAMPLE.
3. ALL PIPE SHALL BE CAREFULLY LAID, TRUE TO THE LINES AND GRADES AS SHOWN ON THE PLANS. ALL PIPE SHALL BE LAID IN DRY
BEDDING CONDITIONS.
4. BACKFILLING SHALL PROGRESS AS RAPIDLY AS THE CONSTRUCTION AND TESTING OF THE WORK WILL PERMIT. ALL BACKFILL
MATERIAL SHALL BE SUITABLE AND FREE OF DELETERIOUS MATERIAL.
5. MATERIAL NOT SUITABLE FOR BACKFILL INCLUDES MUCK, ROCK, CLAY, PHOSPHATE SLIMES, OR OTHER PLASTIC MATERIALS
INCLUDING A-2-6, A-2-7, A-5, A-6, AND A-7. NOTE: A-7 MAY BE USED AS SPECIFIED IN FOOT SPECIFICATIONS SECTION 125-8. THESE
SOILS, IF ENCOUNTERED DURING SITE PREPARATION, SHOULD BE REMOVED WITHIN A 6' MARGIN OF THE CONSTRUCTION AREA
AND FDOT #57 AGGREGATE BEDDING MATERIAL SHALL BE PLACED UNDER THE PIPE IN ACCORDANCE WITH THE TYPE A BEDDING
DETAIL.
6. THE INITIAL BACKFILL SHALL BE CAREFULLY DEPOSITED ON BOTH SIDES OF THE PIPE AT THE SAME TIME AND UNIFORMLY
COMPACTED AROUND THE BARREL OF THE PIPE UNTIL ENOUGH HAS BEEN PLACED TO PROVIDE A COVER OF 12" ABOVE THE CROWN
OF THE PIPE. IN NO CASE SHALL BACKFILL MATERIAL BE PLACED IN THE TRENCH IN A MANNER THAT WILL CAUSE SHOCK TO OR
UNEQUAL PRESSURE ON THE PIPE.
7. INITIAL LIFTS OF 6" SHALL BE PLACED UP TO THE TOP OF PIPE. LIFT MAY CONTINUE AT 12" INTERVALS THEREAFTER IF
COMPACTION REQUIREMENTS CAN BE ACHIEVED.
8. IN AREAS WITHIN 6' OF ANY PAVED SURFACE, BACKFILL SHALL BE COMPACTED TO 100% OF T-99. IN ALL OTHER AREAS, BACKFILL
SHALL BE COMPACTED TO 95% OF T-180.
9. EXCAVATABLE FLOWABLE FILL IS ACCEPTABLE.
10. BACKFILL AROUND STRUCTURES SHALL BE COMPACTED TO 100% OF T-99.
11. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH SECTION 125-8 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION, LATEST EDITION. THE CITY/COUNTY ENGINEER MAY DETERMINE THAT MORE COMPACTION TESTS ARE
REQUIRED TO CERTIFY THE INSTALLATION DEPENDING ON FIELD CONDITIONS. THE LOCATIONS OF COMPACTION TESTS WITHIN
THE TRENCH SHALL BE IN CONFORMANCE WITH THE FOLLOWING SCHEDULE:
11.1. CROSS DRAIN CULVERTS SHALL HAVE A MINIMUM OF TWO DENSITY TESTS PER LIFT.
11.2. ONE TEST AT THE SPRING LINE OF THE PIPE.
11.3. AT LEAST ONE TEST FOR EACH 12-INCH LAYER OF BACKFILL WITHIN THE PIPE BEDDING ZONE FOR PIPES 24 INCHES AND
LARGER.
11.4. ONE TEST AT AN ELEVATION OF ONE FOOT ABOVE THE TOP OF THE PIPE.
11.5. ONE TEST FOR EACH TWO FEET OF BACKFILL PLACED FROM ONE FOOT ABOVE THE TOP OF THE PIPE TO FINISHED GRADE
ELEVATION.
12. CONTRACTOR TO INSPECT ALL STORM PIPES AND GRAVITY SANITARY SEWER MAINS UTILIZING A CLOSED CIRCUIT TELEVISION
SYSTEM PREPARING A DVD OF THE RESULTS. THE INSPECTION SHALL DETERMINE THE CONDITION OF THE PIPE FOR
ACCEPTABILITY. VIDEO SHALL EXTEND TO THE END OF ALL PIPES.
EXISTING LEGEND
EXISTING GRAVEL
a
7_1
EXISTING CONCRETE
EXISTING PAVEMENT
- -
EXISTING RIGHT OF WAY
EXISTING CENTERLINE
GAS- GAS-
EXISTING GAS LINE
OHE
EXISTING OVERHEAD UTILITY LINE
TEL TEL
- EXISTING FIBER OPTIC LINE
UTL UTIL
EXISTING MISC. UTILITY
- - - 123 - -
- EXISTING CONTOUR
PW Pw
EXISTING POTABLE WATER
TOB TOB
EXISTING TOP OF BANK
Tos Tos
EXISTING TOE OF SLOPE
O EXISTING SANITARY/STORM MANHOLE
EXISTING TREES
EXISTING BASIN LINE
- - - - - - - EXISTING SOIL BOUNDARY
DEMO LEGEND
DEMO EXISTING PAVEMENT
DEMO EXISTING CONCRETE
MILL & RESURFACE
EXISTING PAVEMENT
PROPOSED LEGEND
PROPOSED PAVEMENT
PROPOSED ASPHALT OVERLAY
PROPOSED CONCRETE
PROJECT BOUNDARY LINE
PW PROPOSED POTABLE WATER LINE
SILT PROPOSED SILT FENCE
> PROPOSED FLOW LINE
- - - - - - - PROPOSED GRADE BREAK
PROPOSED EASEMENT
LANDSCAPE BUFFER
BUILDING SETBACK
0 0 ❑ PROPOSED FENCE
- 123 PROPOSED CONTOUR
PROPOSED STORM SEWER PIPE
50.00
PROPOSED SPOT GRADE
PROPOSED FIRE HYDRANT
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PROPOSED WATER VALVE
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STORM MANHOLE
SOIL BORING
NOTE: NOT ALL ITEMS MAY BE USED ON THESE PLANS
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SHEET
2373 1 C101
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Call before you dig.
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1 �
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AGE INLET + 21.18 + 21.7� l ` / W U •� Z Qw 0
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COVERED CONSTRUCTION SHED 1AWui
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�,� ;O� \ ` WASFiDOWN SITE 0 � Uo O
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i a
I"CRAIG SMITH" / PROJECT NO. SHEET
2373 C200
Know what's belm,
Call before you dig.
SITE CHARACTERISTICS
PARCEL INFORMATION:
PARCELID: 3-15-37-35-0020-000000-0030
PROPOSED USE: INDUSTRIAL
FLOOD AREA: ZONE AE
ZONING / LAND USE: INDUSTRIAL / INDUSTRIAL
PARCEL AREA: 3.153 AC
BUILDING SETBACKS:
NORTH: 25'
SOUTH: 20'
EAST: 15'
WEST: 15'
DEVELOPMENTAL STATISTICS
PRE DEVELOPMENT
IMPERVIOUS: 0.000 AC 0 SF
0.00%
PERVIOUS: 3.153 AC 137,342 SF
100.00%
TOTAL SITE AREA: 3.153 AC 137,342 SF
100.00%
POST DEVELOPMENT
PERVIOUS 0.821 AC 35,743 SF
26.02%
IMPERVIOUS 2.332 AC 101,599 SF
73.98%
PAVEMENT/CONCRETE 2.332 AC 101,599 SF
BUILDING 0.000 AC 0 SF
TOTAL SITE AREA: 3.153 AC 137,342 SF
100.00%
NE 12TH STREET
(TRACT "Rl" (P)) 80' PUBLIC R/W)
— R35'
— R35'
R35'
— — R35'
PROPOSED 24"x24"
/D1-1) CT(1D CT(_KI
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R35'
� POND 100 10.2'
STANDARD PAVEMENT, TYP. J
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PROJECT
NO. 7=HEET
2373 1 C300
Know what's below.
Call before you dig.
E�EVA�o� l
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PIPE INVERT
1/4" ENVIROSKIM FIBERGLASS SKIMMER
OR EQUAL 12"FROM STRUCTURE
TYPE "C" DITCH BOTTOM INLET SECURED W/ 3/8" S.S. BOLTS
(FDOT INDEX No. 233)
CONTROL STRUCTURE DETAIL
N. T. S.
CONTROL STRUCTURE
A
B
C
D
E
F
G
H
I
S-152
20.90
21.00
1 20.50
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36"
24"
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TYPE "C" INLET PER
\ - 1 FDOT INDEX 425-052 .40 +18.26 `��� 89-20----_ _ +20.17 _
9.20 w/ WEEPHOLE -
1 M.E.G. @ 19.63 + 19.62 + TOP: 20.40
INV OUT: 17.75 (E)
\ + 19��k 1 75
-
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\ \�+18.22 \
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+ 1�64 �.9 �� \ TOP: 20.90 21.44
\ \ \ \ INV OUT: 18.25 (SW)
\ \ \ 43 LF 15" ADS N-12 @ 0.59% + 21.'
\ \ STORMWATER POND
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WEEP HOLE NOTE
1. ALL WEEP HOLES TO BE 5" DIAMETER CIRCLE HOLE ON
THE BOTTOM OF THE STRUCTURE. 0.5 CUBIC
FEET(12"X12"X6") OF NO. 6 AGGREGATE TO BE PLACED
UNDER EACH HOLE. 1 SQ.FT. OF GALVANIZED WIRE
MESH V4" OPENINGS) SHALL BE PLACED BETWEEN THE
AGGREGATE AND THE CONCRETE.
+
NORTH
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0' 30' 60'
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PROJECT
NO.
SHEET
2373 1 C400
5'
36 3'
22' 3 2'
7 6'
62 3'
12 2'
4' STANDA6RD DUTY PAVEMENT
26
25
25
24
24
5'
STANDARD DUTY PAVEMENT
23
23
STANDARD DUTY PAVEMENT
1011124LU
22
22
24
IN
oil
21
—
21
23
23EXISTING
mommmmml
GRADE
a-
20
20
22
19
19
21
21
18
18
20
20
17
17
19
19
z
O
1616
18
18
U
wL
15
15
17
170
10 20 30
40 50 60
70 80
90 100
110 120 130 140
150 153
0
10 20 30
40
50 51
HSECTION
A -A
SECTION B-B
VERT. SCALE: 1" = 0'
VERT. SCALE: 1" = 0'
Ci
HORIZ. SCALE: 1" = 1'HORIZ.
SCALE: 1" = 1'REVISION
BLOCK
a '••/ja
STANDARD DUTY PAVEMENT
w ��tiZ.•••
6,LZU•21'
18'
¢ O w -t-8; y M•.. z cm pA w
z w - O= W a
STANDARD
DUTY PAVEMENT STANDARD DUTY PAVEMENT
;Z
W C)wZw¢Ow
�� WQ
� w I O •• J Z VJ ���` (� z5'
'�i�b�'••........
STANDARD DUTY PAVEMENT
5-
STANDARD DUTY PAVEMENT
24
24
LL
a J
z25'
16' 26J_23 i18 26 23 23
STANDARD DUTY PAVEMENT STANDARD DUTY
PAVEMENT
24
25 -
- 25
22 --
GRADE
a
22
mEXISTING
z
C2
J
z
J
L24
U
Ln23
III
09% 20 PROPOSED GRADE
2 /o LU d
23
24
24
21
21
Amman a EXISTING GRADE
PROPOSED GRADE
S.0
M.E.G. I
EXISTING GRADE PR
Q o �22
L 22
23
23
20
200
M.E.G.
O M �wo-21
21
22
22
19
19
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20
21
21
18
18
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20 -
20
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19-
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16
16
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73 LF 18" ADS HP @ 1.82%
w
Hz
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18-
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15
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0
10 20 30
40 50 51
0
10 20 30
40 50 51
0
10 20 30
40
49
oLO
LLSECTION
C-C
SECTION D-D
SECTION E-E
VERT. SCALE: 1" = 0'
VERT. SCALE: 1" = 0'
VERT. SCALE: 1" = 0'
HORIZ. SCALE: 1" = 1'HORIZ.
SCALE: 1" = 1'HORIZ.
SCALE: 1" = 1'
2,NOTE
26
15' 11,26
GRADED AREAS TO BE SODDED WITH EXCEPTION OF POND BOTTOM
wALL
25
25
ULL,_w24
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24
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SCALE: 1" = 80'
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10 20 30 33
1a
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SECTIONSECTION
UVERT.
F-F
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E-E
SCALE: 1" = 0'
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SCALE: 1" = 1'
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PROJECT NO.
SHEET
o LL-
JV-
2373
C500
SOD
SOD
FT
SOD
SOD
FLATSILT
FENCE1.4%STORMWATER
PONDz
TOP: 21.50BOTTOM: 20.00SHWT:
18.92
pPROPOSED
GRADE
M.E.G.--PROPOSED
GRADEEXISTING
GRADEJ
EXISTING
GRADE
STANDARD DUTY PAVEMENTSOD
SILT
FENCEPROPOSED
GDE o.1°r°IM.E.GEXISTING
GRADE
f1Add5 'I
P
6» z
30" / I 1 0
a
2 POND BOTTOM POND BOTTOM
�FPG� o
00 �� ° SO'M/N2ti/(/ 3
qooOqooOooOO o of w
D O� O O� O� OD oO o
0 00.00 0 0O 00
0O o 0O o
b o ° Oo no 00 00 0 1. 1.5" TYPE "SP-9.5" ASPHALTIC CONCRETE; TRAFFIC LEVEL B OR HIGHER;
0O o 0O o 0O o 00 0 0O o o LAYER THICKNESS 1.0" TO 1.5"; RAP WILL BE APPROVED BY THE FOR IN COMPLIANCE WITH
0oO�oO 00O�(DO �o FDOT SPECIFICATIONS, SECTION 334; BINDER COURSE TO BE APPLIED PER FDOT
0�0O�0O�0O�o0 SPECIFICATION, SECTION 334-2.
_,)Oo0Oo0Oo0Oo0Oo
0O 0 0O 0 0O 0 0O 0 0O o 0 2. 6" LIMEROCK MIN LBR 100 ; COMPACTED 98% AASHTO T180 METHOD "D";
6" MINIMUM Op Op 00 00 ( )
o �0 0O 0O 0O 0O o ALTERNATIVE: 6" CRUSHED CONCRETE(LBR 150); COMPACTED 98% AASHTO T180 METHOD REVISION BLOCK
000O�ou (DOu O� 1. 6"-9" LAYER OF RIP RAP RUBBLE
°000 00 00 „D„ FDOT DESIGN STANDARD FOR ROAD AND BRIDGE CONSTRUCTION SECTION 530
000 000 000 3. 12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40 (MINIMUM); COMPACTED ( ) u w ��� Z
#57 STONE 00 00 ♦ tiZ............. H i
0O 0 00 J� TO 98% AASHTO T180. NOTE, IF EXISTING MATERIAL IS ANTICIPATED TO MEET THE 2. GEOTEXTILE FILTER FABRIC a o ?••- z
WHITE LEGEND RED BACKGROUND oO ����� REQUIREMENTS ABOVE THEN TESTING SHALL BE SUBMITTED TO THE FOR FOR VERIFICATION. (FDOT DESIGN STANDARD FOR ROAD AND BRIDGE CONSTRUCTION SECTION 514 o w ^ ��':� cn ,L �yP � w
GEOTEXTILE UNDERLINER STRUCTURAL NUMBER CALCULATION: 1.5" x 0.44 = 0.66 AND STANDARD INDEX 199) z � -j cm
o
TYPICAL STOP SIGN DETAIL z z u, i s h w
MINIMUM ALLOWABLE = 2.27 6.0" x 0.18 = 1.08 0 o z w- :LLI � * a L Q
12.0" x 0.08 = 0.96 3. 6" COMPACTED SUBGRADE u, o �� v t�f c•0 0
RIP -RAP DETAIL w ° ••� - 9 2
N I`- CONSTRUCTION ENTRANCE DETAIL 2.7o z o J !���.•. .•.,a
NTS TYPICAL LIGHT DUTY ASPHALT PAVEMENT DETAIL NTS a �•*'PROZ
NTS fill.
m m m
p
w Y z Y Lu
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Q p 2
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6 MAX M �
20' 45"x24" 10' MIN.* ^�
POST OPTIONS: VERTICAL PAINTED
WOOD 2 1 2" MIN.DIA. M rn
/ OPTIONAL POST WHITE 0 -j -1 Q
WOOD 2"X4" POSITIONS PRINCIPAL POST ° ° PLYWOOD L " o u
OAK 1 STEEL 1� 33 LBS// T' MIN. 20SITION OWARDANTED FLOW) CONCRETE L3 0 �
WASHO T H^ zp
o FILTER FABRIC T° ° t%-@
m Q
Of ;n t BLACK LETTERS— = a
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z
LU
4"
, 10' MIN.* Q) z o Q
Lu
ELEVATION SECTION ������ •C o 0
i,./�,,/i, ,//� _ o
FILTER FABRIC g
(IN CONFORMANCE WITH 3 v � v tn o^ Q
SEC.985 FDOT SPEC.) NOTE: SILT FENCE TO BE PAID FOR UNDER WOOD POSTS C 0 00 u
THE CONTRACT UNIT PRICE FOR STAKED �Y 4"x4"x8' w � v H
FENCE(L.F.) �✓ STAKE (TYP.) w
— CONCRETE WASHOUT D 0 U
\ -SILT FLOW SIGN DETAIL � a o
(OR EQUIVALENT) o
\ NOTES: o
1. CONCRETE WASHOUT SHALL BE AT PLAN TWO STACKED
RF LEAST 50 FT. FROM ANY STORM SEWER
2"x12" ROUGH
0* INLET. 2 LAYERS WOOD FRAME
6 MIL PLASTIC LINING
SILT FENCE SILT FENCE 2. THE CONCRETE WASHOUT SIGN SHALL
BE INSTALLED WITHIN 30 FT. OF THE
TEMPORARY CONCRETE WASHOUT
�vv FACILITY. WOOD FRAME SECURELY
FASTENED AROUND ENTIRE
PERIMETER WITH TWO
OPPOSING STAKES
SECTION A -A
NOTE: DO NOT DEPLOY IN ANY MANNER THAT SILT FENCES
WILL ACT AS A DAM ACROSS PERMANENT FLOWING TYPE III SILT FENCE PROTECTION
WATERCOURSES. SILT FENCES ARE TO BE USED AT AROUND DITCH BOTTOM INLET WASHOUT FACILITY DETAIL
UPLAND LOCATIONS AND TURBITY BARRIERS USED NTS
AT PERMANENT BODIES OF WATER.
SILT FENCE DETAIL Lu
ITS z
w
U Q N
w
U
U �
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J Cw 0
z C Lu
L W m
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02 U u
J Q W
O LL.I I� Y
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w O
Y = Z
g w
w 0 Q
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06
LL w W
z
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PROJECT NO. SHEET
2373 C600
2