Civil PlansFLORIDA CERTIFICATE OF AUTHORIZATION (FLCA) #26247
PREPARED BY
150 SOUTH WOODLAWN AVENUE, BARTOW, FL 33830 PHONE: (863) 800-3046 FAX: (863) 800-1159
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ATLANTIC
OCEAN
LOCATION
VICINITY MAP
NORTH
Section 15, Township 37S, Range 35E
WESTLAKE ROYAL ROOFING, LLC
2801 POST OAK BLVD, STE 600
HOUSTON, TX 77056
OKEECHOBEE COUNTY, FLORIDA
GULF OF MEXICO
FLORIDA
OKEECHOBEE
OKEECHOBEE COUNTY
PREPARED FOR
UTILITY SERVICE PROVIDERS:
Know what's below.
before you dig.CallR
CENTURYLINK
BILL MCCLOUD
(850)599-1444
FLORIDA POWER & LIGHT--OKEECHOBEE
JOEL BRAY
(386)586-6403
COMCAST-PBG
TONY SPRINGSTEEL
(772)321-3425
CITY OF OKEECHOBEE
UTILITIES NE
ERIC PHILLIPS
863-298-4174
JOHN HAYFORD
(863)763-9460
FLA PUBLIC UTILITIES
BRAD COLLINS
(561)252-3308
CONSTRUCTION MATERIALS QUALITY AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH CITY OF OKEECHOBEE SPECIFICATIONS AND
STANDARDS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
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REVISION HISTORY
PROJECT LOCATION
SHEET INDEX
#SHEET TITLE ISSUE DATE REV #REV DATE
C100 COVER SHEET 10/27/2023 ----
C101 NOTES & SPECIFICATIONS 10/27/2023 ----
C200 SWPP & DEMOLITION PLAN 10/27/2023 ----
C301 SITE PLAN (PH. 1 ONLY)10/27/2023 ----
C302 SITE PLAN (PH. 1 & 2)10/27/2023 ----
C401 GRADING & DRAINAGE PLAN (PH. 1 ONLY)10/27/2023 ----
C402 GRADING & DRAINAGE PLAN (PH. 1 & 2)10/27/2023 ----
C501 UTILITY PLAN (PH. 1 ONLY)10/27/2023 ----
C502 UTILITY PLAN (PH. 1 & 2)10/27/2023 ----
C601 CROSS SECTIONS (1 OF 3)10/27/2023 ----
C602 CROSS SECTIONS (2 OF 3)10/27/2023 ----
C603 CROSS SECTIONS (3 OF 3)10/27/2023 ----
C701 SITE & DRAINAGE DETAILS 10/27/2023 ----
C702 UTILITY DETAILS 10/27/2023 ----
CITY OF OKEECHOBEE
COMMERCE CENTER
LOT 1, 2, & 3 IMPROVEMENTS
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1 10/27/2023 INITIAL SUBMITTAL TO THE CITY OF OKEECHOBEE AND SFWMD
SUBMITTAL HISTORY
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ASBUILT/RECORD DRAWING NOTES FOR CONTRACTOR
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.
STORMWATER POLLUTION PREVENTION NOTES
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 FDOT 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.
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.
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.
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 FDOT 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 FDOT 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.
GENERAL SITE NOTES
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 FDOT 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, FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, FDOT 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.
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 FDOT 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.
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NAVD'88 + 1.217' = NGVD'29
LAND DEVELOPMENT STANDARD NOTES
1.ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF AHJ LAND DEVELOPMENT CODE AND UTILITIES CODE, AS
APPLICABLE.
2.CHANGES FROM PLANS OR SPECIFICATIONS SUBSTANTIALLY AFFECTING CONFORMANCE TO STANDARDS OR PERFORMANCE OF
SYSTEMS MUST BE SUBMITTED IN A WRITTEN REQUEST BY THE ENGINEER OF RECORD AND RECEIVE WRITTEN APPROVAL BY THE
AJH ENGINEER PRIOR TO THE IMPLEMENTATION OF SUCH CHANGES, UNLESS OTHERWISE PROVIDED FOR IN THE LAND
DEVELOPMENT CODE OR UTILITIES CODE. MAJOR MODIFICATIONS MAY REQUIRE REVIEW AND APPROVAL BY THE DEVELOPMENT
REVIEW COMMITTEE.
3.THE CONTRACTOR SHALL NOTIFY INSPECTIONS STAFF AT LEAST FIVE (5) WORKING DAYS PRIOR TO COMMENCEMENT OF
CONSTRUCTION AND PRIOR TO ANY ACTIVITY REQUIRING INSPECTION, INCLUDING SITE PAVING.
4.TO SCHEDULE THE REQUIRED PRE-CONSTRUCTION MEETING, THE CONTRACTOR SHALL CONTACT LAND DEVELOPMENT DIVISION.
5.AT THE COMPLETION OF CONSTRUCTION, AND PRIOR TO BENEFICIAL USE OF ANY FACILITY OR SYSTEM, AS-BUILT RECORD
DRAWINGS SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH THE APPLICABLE UTILITIES CODE AND LAND
DEVELOPMENT CODE.
6.MOT FOR THE PROJECT WILL BE IN ACCORDANCE WITH THE CURRENT FDOT TRAFFIC CONTROL REQUIREMENTS THROUGH WORK
ZONES, SECTION 600, OF THE FDOT DESIGN STANDARDS. CONTRACTOR TO PROVIDE ADDITIONAL MOT PLAN IF THE
CONSTRUCTION WORK CANNOT ADHERE TO TYPICAL FDOT MOT STANDARDS.
GENERAL POTABLE WATER AND SANITARY SEWER NOTES
1.CONTRACTOR TO MAKE A SUNSHINE ONE CALL AND FIELD LOCATE ALL EXISTING UTILITIES. ALL EXISTING UTILITY LOCATIONS
SHOWN ARE APPROXIMATE.
2.ALL VALVES, SERVICES, FITTINGS, HYDRANTS, ETC. ARE NOT DRAWN TO SCALE BUT ARE SHOWN FOR SCHEMATIC PURPOSES ONLY.
FOR PROPER INSTALLATION DETAILS SEE WATER AND SEWER DETAILS AND SPECIFICATIONS.
3.CONTRACTOR TO PERFORM ALL CONNECTIONS TO EXISTING WATER MAIN IN THE PRESENCE OF AN AUTHORIZED OKEECHOBEE
UTILITY AUTHORITY UTILITIES DIVISION PERSONNEL.
4.BACTERIOLOGICAL SAMPLING POINTS SHALL BE TAKEN AT ALL POINTS SHOWN ON UTILITY PLANS AND ALL POINTS INDICATED ON
THE FDEP PERMIT. A MINIMUM OF 1 SAMPLE SHALL BE TAKEN AT THE PROPOSED METER LOCATION.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE SEWER & WATER DISTRIBUTION SYSTEM ACCORDING TO THE
ENGINEER'S DESIGN AND THE LATEST OKEECHOBEE UTILITY AUTHORITY UTILITIES SPECIFICATIONS AND PROCEDURES.
6.CONTRACTOR SHALL PROVIDE ALL SERVICE AND BEND LOCATIONS TO THE ENGINEER FOR ASBUILT/RECORD DRAWINGS.
7.ALL PRESSURIZED MAINS SHALL BE POLY-PIGGED.
8.AS-BUILT DRAWINGS SHALL INDICATE ANY DEPARTURES FROM THE APPROVED PLANS DURING CONSTRUCTION.
9.THE SUBDIVIDER OR CONTRACTOR SHALL NOTIFY OKEECHOBEE UTILITY AUTHORITY AT LEAST ONE WEEK PRIOR TO
CONSTRUCTION.
10.PROPOSED MANHOLES WITH INVERT SEPARATIONS OF 2.0 FEET OR GREATER WILL REQUIRE A DROP CONNECTION.
11.ALL HYDRANTS TO BE BETWEEN 5 AND 10 FEET BACK OF CURB AND 2 FEET FROM SIDEWALK. NOZZLE TO BE DIRECTED TOWARDS
THE FIRE DEPARTMENT ACCESS ROAD.
12.BLUE REFLECTORS TO BE INSTALLED IN THE CENTER OF THE LANE NEAREST THE FIRE HYDRANT.
13.THE CONTRACTOR SHALL OBTAIN A CITY OF OKEECHOBEE RIGHT OF WAY USE PERMIT PRIOR TO THE COMMENCEMENT OF ANY
WORK WITHIN CITY OF OKEECHOBEE RIGHT OF WAY.
14.ALL WATER AND SEWER LINES ARE TO BE INSTALLED WITH A MINIMUM OF 3' OF COVER.
15.ALL CONSTRUCTION MATERIALS SHALL BE LISTED ON THE APPROVED MATERIALS LIST PROVIDED BY THE UTILITY COMPANY.
CONTRACTOR TO ENSURE ALL PUBLICLY MAINTAINED ITEMS ARE IN ACCORDANCE WITH THE UTILITY CODE.
16.HORIZONTAL AND VERTICAL SEPARATION BETWEEN DISSIMILAR UTILITIES ARE TO BE MAINTAINED PER THE PROVIDED
SEPARATION DETAIL. WHERE POSSIBLE, THE LEAST-CONTAMINATED UTILITY SHALL BE PLACED ABOVE THE OTHERS. MINIMUM
VERTICAL SEPARATION OF DISSIMILAR UTILITIES IS 12" UNLESS OTHERWISE NOTED.
17.SLOAN ENGINEERING GROUP SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR DISINFECTION.
18.HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY-INSTALLED
PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWWA C600 OR M23 AS
APPLICABLE. ADDITIONAL TESTING STANDARDS BY THE UTILITY COMPANY MAY BE REQUIRED.
19.DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651-DISINFECTING
WATER MAIN.
20.ROOF DRAINS, FOUNDATION DRAINS OR OTHER STORM WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.
21.WHERE THE SOILS REPORT INDICATES THE POSSIBILITY OF UNSUITABLE MATERIAL IN THE VICINITY OF UTILITY LINES, THE
CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF THIS UNSUITABLE MATERIAL, PREPARE TRENCH AND INSTALL THE
UTILITY LINES IN ACCORDANCE WITH ASTM D-2321. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF
THIS UNSUITABLE MATERIAL.
22.FOR PURPOSES OF BACKFILLING TRENCHES: COMMON FILL SHALL CONSIST OF MINERAL SOIL, SUBSTANTIALLY FREE OF CLAY,
ORGANIC MATERIAL, MUCK, LOAM, WOOD, TRASH AND OTHER OBJECTIONABLE MATERIAL WHICH MAY BE COMPRESSIBLE OR WHICH
CANNOT BE COMPACTED PROPERLY. COMMON FILL SHALL NOT CONTAIN STONES LARGER 3-1/2 INCHES IN ANY DIMENSION IN THE
TOP 12 INCHES OR SIX INCHES IN ANY DIMENSION IN THE BALANCE OF FILL AREA. COMMON FILL SHALL NOT CONTAIN ASPHALT,
BROKEN CONCRETE, MASONRY, RUBBLE OR OTHER SIMILAR MATERIALS. IT SHALL HAVE PHYSICAL PROPERTIES SUCH THAT IT CAN
BE READILY SPREAD AND COMPACTED DURING FILLING. ADDITIONAL COMMON FILL SHALL BE IN ACCORDANCE WITH FDOT
SPECIFICATIONS, UNLESS FINER MATERIAL IS APPROVED FOR USE IN A SPECIFIC LOCATION BY THE UTILITY COMPANY.
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TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB TOB TOB TOB
TOB
TOB
TOB
TOB
TOB
TOB TOB TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
T
O
B
T
O
B
T
O
B
T
O
B
TO
B
TO
B
TO
B
TO
B
TOB
TOB
TOB
TOB
TOB
TOB
TO
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOBTOBTOBTOBTOBTOBTOBTOBTOBTOB
TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS TOS TOS TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOB
TOB TOB TOB
TOB TOB TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TOB
T
O
B
TO
B
TO
B
TO
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TO
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOBTOBTOBTOBTOBTOBTOB
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
T
O
B
T
O
B
TO
B
TO
B
TO
B
TO
B
TO
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOBTOBTOBTOBTOBTOBTOBTOB
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
T
O
B
T
O
B
T
O
B
T
O
B
TO
B
T
O
B
TO
B
TO
B
TO
B
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOBTOBTOBTOBTOBTOBTOBTOBTOB
T
O
S
TO
S
TO
S
TO
S
TO
S
TO
S
TO
S
TO
S
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOSTOSTOSTOSTOSTOSTOSTOS
LAUREL OAK 32"
LAUREL OAK 41"
UNKNOWN 7"
PALM 12"
PALM 14"
PALM 13"
PALM 15"
14" PALM
SI
L
T
SI
L
T
SILT
SILT
SI
L
T
SIL
T
SIL
T
SIL
T
SIL
T
RI
G
H
T
O
F
W
A
Y
RI
G
H
T
O
F
W
A
Y
RIG
H
T
O
F
W
A
Y
RIG
H
T
O
F
W
A
Y
SILT
SILT
SILT
SILT
TO
S
TOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOS
TO
S
TO
S
TO
S
TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS TOS
T
O
S
SILT
SILT
SILT
SILT
5/
8
"
F
I
R
C
I
L
L
E
G
I
B
L
E
(B
E
N
T
)
5/
8
"
F
I
R
C
L
B
3
1
1
0
10'
C/
L
O
F
R
/
W
R/W LINE
40
'
40
'
29
.
1
'
28
'
SILT SILT SILT SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT SILT SILT SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SILT
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SILT
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SI
L
T
SILT SILT SILT SILT SILT SILT SILT SILT
SILT
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SIL
T
SI
L
T
S
I
L
T
S
I
L
T
S
I
L
T
SI
L
T
CITY OF OKEECHOBEEUTILITY EASEMEN
"CRAIG SMITH"
BENCHMARK
ELEVATION=19.73
R/W LINE
R/W LINE5/8"FIRC LB3110
(BENT)
5/8"FIRC LB3110
BASIS OF BEARING
C/L TRACT "R-1"
C/L OF R/W
40
'
40
'
"CRAIG SMITH"
"CRAIG SMITH"
ZO
N
E
"
X
"
<
0
.
2
%
ZO
N
E
"
X
"
0
.
2
%
CITY OF OKEECHOBEEDRAINAGE EASEMENT
ZON
E
"
X
"
<
0
.
2
%
ZON
E
"
X
"
0
.
2
%
5/8"FIRC LB3110
BENCHMARK
ELEVATION=18.09'
R/W LINE
5/8"FIRC LB31105/8"FIRC LB3110
N19°48
'
0
1
"
W
(
P
)
9
3
.
1
3
'
(
P
)
N42
°
4
1
'
2
7
"
W
(
P
)
1
7
6
.
3
7
'
(
P
)
N8
4
°
5
9
'
1
3
"
E
(
P
)
5
8
2
.
7
5
'
(
P
)
S00°16'18"E(P) 171.32'(P)
S00°17'43"E 462.35'
40.
0
0
'
40.
0
0
'
80.
0
0
'
40.00'40.00'
5'
5'
5'
5'
42.0"
11.5"
53.5"
10'
10'
11.5"SILT
78
.
6
'
71
.
1
'
72
'
72.
4
'
78
.
1
'
NE
9
T
H
A
V
E
N
U
E
TR
A
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE
9
T
H
S
T
R
E
E
T
TR
A
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
TRACT "L=3"
LOT 1
LOT 2
LOT 3
EXISTING EMPLOYEE OVERFLOW PARKING
(TO BE REMOVED)
EXISTING TILE STORAGE AREA
(TO BE REMOVED)
34.3"14.5"
CABLE PEDESTAL
CB#6DRAINAGE INLET
GRATE=18.12'V NOTCH=16.42'
E INVERT = 13.22'
CB#5
DRAINAGE INLET
GRATE=18.15'
V NOTCH=16.45'
BOTTOM = 11.35'
SMH #1
SANITARY MANHOLERIM = 19.40'
N INVERT = 10.75'
S INVERT = 10.88'
W INVERT = 11.40'
8" WATERVALVE
SANITARY CLEANOUTINVERT = 12.59'
GASMARKER
FIRE HYDRANT
6" WATER VALVE
12" WATER VALVE
SE
W
E
R
CL
E
A
N
O
U
T
SMH #2
SANITARY MANHOLERIM = 19.83'
NE INVERT = 11.41'
SW INVERT = 11.49'
NW INVERT = 11.66'
SMH #3SANITARY MANHOLE
RIM = 19.23'
NE INVERT = 13.08'SW INVERT = 13.06'
CB #2DRAINAGE INLET
GRATE = 17.97'
V NOTCH = 16.19'
NW INVERT = 9.77'
SE INVERT = 9.74'BOTTOM = 9.72'
CB #1
DRAINAGE INLETGRATE = 18.25'
V NOTCH = 16.48'
SE INVERT = 9.95'
BOTTOM = 9.85'
SMH #4
SANITARY MANHOLERIM = 19.38'
NW INVERT = 13.54'
W INVERT = 13.77'
SW INVERT = 13.80'
FIRE
HYDRANT
10' PLATTED UTILITY EASEMENT
10' PLATTED UTILITY EASEMENT
EDGE OF DIRT PILE
SANITARY MANHOLERIM=20.85
W INVERT = 13.06'
E INVERT = 12.96'S INVERT = 13.93'
DRAINAGE INLET
GRATE=18.72'N INVERT = 14.97'
49.7"
CB #7
DRAINAGE INLETGRATE = 18.52'
V NOTCH = 16.91'
10' PLATTED UTILITY EASEMENT
CB #4
DRAINAGE INLETGRATE = 18.49'
V NOTCH = 17.47'
S INVERT = 14.94'
CB #3
DRAINAGE INLET
GRATE = 17.47'
N INVERT = 16.07'
10' PLATTED UTILITY EASEMENT
SANITARY CLEANOUT
INVERT = 12.15'
SITE BENCHMARK
ELEVATION = 20.05'
FIREHYDRANT
CENTURY LINK
BOX & MARKER
CABLE PEDESTAL
WEST LINE LOT 3
CI
T
Y
O
F
O
K
E
E
C
H
O
B
E
E
C
O
M
M
E
R
C
E
C
E
N
T
E
R
PL
A
T
B
O
O
K
7
,
P
A
G
E
S
1
0
-
1
4
10' UTILITY EASEMENT
PB-6
17.40
PB-5
16.76
BP-4
16.47
PB-3
17.51
PB-2
17.63
PB-1
18.86
80.00'
2
0
.
0
2
1
.
0
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
NE
1
2
T
H
S
T
R
E
E
T
(T
R
A
C
T
"
R
1
"
(
P
)
)
8
0
'
P
U
B
L
I
C
R
/
W
)
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
SANITARY MANHOLERIM=21.74'
W INVERT = 11.63'
E INVERT = 11.53'
N INVERT = 11.63'
APPROXIMATE LOCATION
OF FIRE HYDRANT
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SANITARY MANHOLE
RIM=20.91'
E INVERT = 9.76'
N INVERT = 9.75'S INVERT = 9.81'
20.
5
0
19.
0
0
20.
0
0
18.
5
0
20.50
18.50
POND 700
PO
N
D
6
0
0
PO
N
D
5
0
0
POND 400
PO
N
D
3
0
0
PO
N
D
2
0
0
PO
N
D
1
0
0
22
.
0
0
20
.
0
0
22
.
0
0
20
.
0
0
22
.
0
0
20
.
0
0
22.00
20.00
SILT FENCE TYP.
END 6" PVC CULVERT(TO BE REMOVED)
CHAIN HANDRAIL
(TO BE REMOVED)
EX. PAVER WALK
(TO BE REMOVED)
6" PVC CULVERT(TO BE REMOVED)
SAWCUT ±78.6' ALONG INSIDE EDGE OF EX. WHITE
EDGE LINE STRIPING FOR PROPOSED DRIVEWAY
(STRIPING TO BE REMOVED W/ SAWCUT)
SAWCUT ±71.1' ALONG INSIDE EDGE OF EX. WHITE
EDGE LINE STRIPING FOR PROPOSED DRIVEWAY
(STRIPING TO BE REMOVED W/ SAWCUT)
SAWCUT ±72' ALONG INSIDE EDGE OF EX. WHITE
EDGE LINE STRIPING FOR PROPOSED DRIVEWAY
(STRIPING TO BE REMOVED W/ SAWCUT)
SAWCUT ±72.4' ALONG INSIDE EDGE OF EX. WHITE
EDGE LINE STRIPING FOR PROPOSED DRIVEWAY
(STRIPING TO BE REMOVED W/ SAWCUT)
SAWCUT ±78.1' ALONG INSIDE EDGE OF EX. WHITE
EDGE LINE STRIPING FOR PROPOSED DRIVEWAY
(STRIPING TO BE REMOVED W/ SAWCUT)
WASHDOWN SITE
COVERED CONSTRUCTION SHED
PORT-O-LETS
CONSTRUCTION ENTRANCE
DOUBLE WALL FUEL TANK
CONSTRUCTION DUMPSTER
DOUBLE SILT FENCE ADJACENT TO
THE WESTERN PROPERTY LINE TYP.
GC TO INSTALL POND FIRST SO THAT IT CAN
SERVE THE SITE DURING CONSTRUCTION
FOR EROSION AND TURBIDITY CONTROL
SILT FENCE TYP.
SILT FENCE TYP.
PRE-BASIN A
(2.584 AC)
INLET PROTECTION IN THE FORM OF FILTER
FABRIC UNDER GRATE W/ DOUBLE SILT
FENCE AROUND INLETS OR EQUIVALENT TYP.
TREE TO BE REMOVED
INLET PROTECTION IN THE FORM OF FILTER
FABRIC UNDER GRATE W/ DOUBLE SILT
FENCE AROUND INLETS OR EQUIVALENT TYP.
INLET PROTECTION IN THE FORM OF FILTER
FABRIC UNDER GRATE W/ DOUBLE SILT
FENCE AROUND INLETS OR EQUIVALENT TYP.
INLET PROTECTION IN THE FORM OF FILTER
FABRIC UNDER GRATE W/ DOUBLE SILT
FENCE AROUND INLETS OR EQUIVALENT TYP.
GC TO INSTALL POND FIRST SO THAT IT CAN
SERVE THE SITE DURING CONSTRUCTION
FOR EROSION AND TURBIDITY CONTROL
POND 600 TO BE INSTALLED IN FUTURE PHASE
GC TO INSTALL POND FIRST SO THAT IT CAN
SERVE THE SITE DURING CONSTRUCTION
FOR EROSION AND TURBIDITY CONTROL
GC TO INSTALL POND FIRST SO THAT IT CAN
SERVE THE SITE DURING CONSTRUCTION
FOR EROSION AND TURBIDITY CONTROL
GC TO INSTALL POND FIRST SO THAT IT CAN
SERVE THE SITE DURING CONSTRUCTION
FOR EROSION AND TURBIDITY CONTROL
N8
5
°
0
2
'
5
7
"
E
(
P
)
5
7
0
.
6
0
'
(
P
)
N19°48'01"W(P) 6.88'(P)
N13°18'
5
3
"
E
(
P
)
3
2
2
.
2
4
'
(
P
)
S8
9
°
4
7
'
3
8
"
W
(
P
)
3
1
1
.
8
0
'
(
P
)
S29
°
3
4
'
0
9
"
W
(
P
)
3
5
0
.
8
8
'
(
P
)
S00°16'18"E(P) 24.34'(P)
92.46'(
M
)
9
2
.
2
9
'
(
P
)
229.91'(
M
)
2
2
9
.
9
5
'
(
P
)
162
.
9
0
'
(
M
)
1
6
2
.
8
1
'
(
P
)
188
.
1
3
'
(
M
)
1
8
8
.
0
7
'
(
P
)
(N
9
0
°
0
0
'
0
0
"
E
4
7
7
.
7
7
'
)
C3(
P
)
C
1
(
P
)
C2(P)
C4
(
P
)
N01°49'39"E(P) 122.17'(P)
N19°53
'
2
5
"
W
(
M
)
9
3
.
1
5
'
(
M
)
N42
°
3
9
'
2
4
"
W
(
M
)
1
7
6
.
3
8
'
(
M
)
C4
(
M
)
N8
4
°
5
8
'
5
8
"
E
(
M
)
5
8
2
.
6
5
'
(
M
)
C3(
M
)
S00°16'11"E(M) 171.40'(M)
N8
5
°
0
3
'
5
8
"
E
(
M
)
5
7
0
.
5
8
'
(
M
)
N18°35'04"W(M) 7.00'(M)
N01°48'00"E 122.09'
N13°18'
2
8
"
E
(
M
)
3
2
2
.
3
7
'
(
M
)
S8
9
°
4
6
'
1
6
"
W
(
M
)
3
1
1
.
7
6
'
(
M
)
S29
°
3
2
'
5
3
"
W
(
M
)
3
5
1
.
0
3
'
(
M
)
S00°26'25"E(M) 24.33'(M)
C
1
(
M
)
C2(M)
N8
9
°
5
9
'
3
0
"
E
(
M
)
4
7
7
.
7
9
'
(
M
)
CURVE TABLE
#
C1(M)
C1(P)
C2(M)
C2(P)
LENGTH
168.09'
168.18'
83.31'
83.33'
RADIUS
160.00'
160.00'
DELTA
60°11'34"
60°13'28"
29°49'57"
29°50'28"
TANGENT
92.74'
42.62'
CHORD
160.47'
160.54'
82.37'
82.39'
BEARING
S59°44'53"W
S59°40'54"W
S14°45'05"W
S14°38'56"W
C3(M)74.52'45.00'094°53'12"49.01'66.29'S47°40'30"E
C3(P)74.41'45.00'094°44'29"66.22'S47°38'32"E
C4(M)89.71'370.00'013°53'28"45.07'89.49'S87°59'03"E
C4(P)89.61'370.00'013°52'34"89.39'S88°04'30"E
160.00'
160.00'
0'
SCALE: 1" =40'
40'80'
NORTH
No
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2721 C200
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SM DH SM
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9
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Know what's below.
before you dig.CallR
-TREE TO REMAIN (TYP.)
LANDSCAPE LEGEND
- TREE TO BE REMOVED (TYP.)
UTILITY COORDINATION NOTES
GC TO COORDINATE WITH ALL UNDERGROUND UTILITY PROVIDERS FOR POSSIBLE
RELOCATION/LOWERING OF THEIR FACILITIES IN THE PLACES OF DITCH GRADING
AND CULVERT INSTALLATION.
VERTICAL DATUM NOTE
THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD'88) AND ARE BASED ON FLORIDA DEPARTMENT OF
TRANSPORTATION PUBLISHED CONTROL MARK "BM Z2" WITH AN ELEVATION OF
26.85 FEET. (NAVD'88 + 1.217' = NGVD'29)
(VERIFY WITH LANDSCAPE ARCHITECT PLANS)
LEGEND
WORK DEPICTED WITHIN BOUNDARY
TO BE CONSTRUCTED IN FUTURE PHASE
NE
9
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NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
24'
30'
73.1'
10'
SSSS
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
R35'R35'
R35'
R15'R15'
R35'
R35'
R35'
R35'
R32'
R15'R119'
R15'
R15'
R35'
R35'
R35'
PROPOSED CHAIN-LINK
ROLLING GATE W/ KNOX BOX
24" WHITE STOP BAR W/
24"x24" R1-1 'STOP' SIGN
24" WHITE STOP BAR
PROPOSED CHAIN-LINK
ROLLING GATE W/ KNOW BOX
PROPOSED CHAIN-LINK
ROLLING GATE W/ KNOW BOX
PROPOSED CHAIN-LINK
ROLLING GATE W/ KNOW BOX
PROPOSED CHAIN-LINK ROLLING GATE
ENTER ONLY SIGN w/ 5 M.P.H. SIGN ON FENCE
24" WHITE STOP BAR W/
(2) 24"x24" R1-1 'STOP' SIGN
R3-5R 'RIGHT TURN ONLY' SIGN
R6-2R 'ONE WAY (ARROW)' SIGN
w/ R3-2 'NO LEFT TURN' SIGN
24" WHITE STOP BAR W/
(2) 24"x24" R1-1 'STOP' SIGN (BOTH SIDES OF DRIVE)
R1-1 'STOP' SIGN W/ R5-1 'DO NOT
ENTER' SIGN ON THE REVERSE SIDE
(BOTH SIDES OF DRIVE)
R1-1 'STOP' SIGN W/ R5-1 'DO NOT
ENTER' SIGN ON THE REVERSE SIDE
(BOTH SIDES OF DRIVE)
R3-1 'NO RIGHT TURN' SIGN OR
R3-5a 'STRAIGHT ONLY' SIGN
24" WHITE STOP BAR W/
24"x24" R1-1 'STOP' SIGN
ENTER ONLY SIGN w/ 5 M.P.H. SIGH ON
FENCE (BOTH SIDES OF DRIVEWAY)
24" WHITE
STOP BAR
R3-2 'NO LEFT TURN' SIGN OR
R3-5a 'STRAIGHT ONLY' SIGN
6' CHAIN-LINK SECURITY FENCE TYP.
THIS PORTION OF SIDEWALK TO BE CONSTRUCTED
UNDER SEPARATE PROJECT / PERMIT
6' CHAIN-LINK
SECURITY FENCE TYP.
PAVED OUTDOOR STORAGE
AREA
(66,725 SQ. FT.)
PAVED OUTDOOR STORAGE
AREA
(87,035 SQ. FT.)
6'x6' GUARD SHACK
(36 SQ. FT.)
6" WHITE SOLID LANE LINE
6' CHAIN-LINK SECURITY
FENCE ON TOP OF CURB
ENTER ONLY SIGN w/ 5 M.P.H. SIGN
5 M.P.H. SIGH ON FENCE
3' CURB TRANSITION3' CURB TRANSITION
6' CHAIN-LINK SECURITY FENCE TYP.
3' CURB TRANSITION
3' CURB TRANSITION
TRENCH CURB TYP.
TRENCH CURB TYP.
CONCRETE FLUME TYP.
TRENCH CURB TYP.
3' CURB TRANSITION
(EACH END OF TRENCH CURB)
TRENCH CURB TYP.
CONCRETE FLUME TYP.
6' CHAIN-LINK
SECURITY FENCE TYP.
CONCRETE FLUME TYP.
5' CONCRETE FLUME
CONCRETE FLUME TYP.
CONCRETE FLUME TYP.
4' CONCRETE FLUME TYP.
MODIFIED CONCRETE FLUME
6' CHAIN-LINK SECURITY FENCE TYP.
3' CURB TRANSITION
(BOTH SIDES OF DRIVE)
6' CHAIN-LINK
SECURITY FENCE TYP.
KNOX BOX TO BE INSTALLED ON FENCE
30
'
10
'
10
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10
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24'
12'
12'
24'
12'
12'
434.5'
388.7'
20
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147.2'
50
'
169.4'
30'
251.5'
8'
4.
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10'
No
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2721 C301
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SM DH SM
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0'
SCALE: 1" =40'
40'80'
NORTH
Know what's below.
before you dig.CallR
FIRE NOTES
AS PART OF THE CITY OF OKEECHOBEE'S APPROVAL OF THE SITE PLAN, THE SITE IS
REQUIRED TO MAINTAIN A 20' WIDE MINIMUM PATH FOR FIRE TRUCK ACCESS.
A KNOX BOX IS REQUIRED TO BE PLACED AT ALL GATED ENTRANCES.
PROJECT/SITE AREA:8.31 AC
PROJECT LOCATION:NE 9TH AVE
OKEECHOBEE, FL 34972
CURRENT USE:
FIRM:12093C0415C
FIRM DATE:JULY 16, 2015
PARKING LOT
PROPOSED USE:LIGHT MANUFACTURE
ZONING:INDUSTRIAL
LAND USE:INDUSTRIAL
FLOOD AREA:ZONE "X"
DEVELOPMENTAL STATS (PHASE 1 ONLY):
PRE DEVELOPMENT
IMPERVIOUS:0.00 AC 0 SF 0.00%
PERVIOUS:8.31 AC 362,036 SF 100.00%
TOTAL SITE AREA:8.31 AC 362,036 SF 100.00%
POST DEVELOPMENT
PERVIOUS 3.36 AC 146,303 SF 40.41%
IMPERVIOUS 4.95 AC 215,733 SF 59.59%
PAVEMENT/CONCRETE 4.95 AC 215,733 SF
BUILDING 0.00 AC 0 SF
TOTAL SITE AREA:8.31 AC 362,036 SF 100.00%
S I T E C H A R A C T E R I S T I C S
BUILDING SETBACKS:
NORTH:
SOUTH:
EAST:
WEST:
PARCEL INFORMATION:
PARCEL ID:3-15-37-35-0020-00000-0030 (34258)
3-15-37-35-0020-00000-0020 (34257)
3-15-37-35-0020-00000-0010 (34256)
25'
20'
15'
15'
NE
9
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'
P
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B
L
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/
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NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
24'
30'
73.1'
10'
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
SS
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SS
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SS
SS
SS
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SS
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SS
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SS
SS
SS
SS
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SS
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SS
SS
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SS
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
R35'R35'
R35'
R15'R15'
R35'
R35'
R35'
R35'
R32'
R15'R119'
R15'
R15'
R35'
R35'
R35'
PROPOSED CHAIN-LINK
ROLLING GATE W/ KNOX BOX
24" WHITE STOP BAR W/
24"x24" R1-1 'STOP' SIGN
24" WHITE STOP BAR
PROPOSED CHAIN-LINK
ROLLING GATE W/ KNOW BOX
PROPOSED CHAIN-LINK
ROLLING GATE W/ KNOW BOX
PROPOSED CHAIN-LINK
ROLLING GATE W/ KNOW BOX
PROPOSED CHAIN-LINK ROLLING GATE
ENTER ONLY SIGN w/ 5 M.P.H. SIGN ON FENCE
24" WHITE STOP BAR W/
(2) 24"x24" R1-1 'STOP' SIGN
R3-5R 'RIGHT TURN ONLY' SIGN
R6-2R 'ONE WAY (ARROW)' SIGN
w/ R3-2 'NO LEFT TURN' SIGN
24" WHITE STOP BAR W/
(2) 24"x24" R1-1 'STOP' SIGN (BOTH SIDES OF DRIVE)
R1-1 'STOP' SIGN W/ R5-1 'DO NOT
ENTER' SIGN ON THE REVERSE SIDE
(BOTH SIDES OF DRIVE)
R1-1 'STOP' SIGN W/ R5-1 'DO NOT
ENTER' SIGN ON THE REVERSE SIDE
(BOTH SIDES OF DRIVE)
R3-1 'NO RIGHT TURN' SIGN OR
R3-5a 'STRAIGHT ONLY' SIGN
24" WHITE STOP BAR W/
24"x24" R1-1 'STOP' SIGN
ENTER ONLY SIGN w/ 5 M.P.H. SIGH ON
FENCE (BOTH SIDES OF DRIVEWAY)
24" WHITE
STOP BAR
R3-2 'NO LEFT TURN' SIGN OR
R3-5a 'STRAIGHT ONLY' SIGN
6' CHAIN-LINK SECURITY FENCE TYP.
THIS PORTION OF SIDEWALK TO BE CONSTRUCTED
UNDER SEPARATE PROJECT / PERMIT
6' CHAIN-LINK
SECURITY FENCE TYP.
PAVED OUTDOOR STORAGE
AREA
(66,725 SQ. FT.)
PAVED OUTDOOR STORAGE
AREA
(87,035 SQ. FT.)
6'x6' GUARD SHACK
(36 SQ. FT.)
6" WHITE SOLID LANE LINE
6' CHAIN-LINK SECURITY
FENCE ON TOP OF CURB
ENTER ONLY SIGN w/ 5 M.P.H. SIGN
5 M.P.H. SIGH ON FENCE
3' CURB TRANSITION3' CURB TRANSITION
6' CHAIN-LINK SECURITY FENCE TYP.
3' CURB TRANSITION
3' CURB TRANSITION
TRENCH CURB TYP.
TRENCH CURB TYP.
CONCRETE FLUME TYP.
TRENCH CURB TYP.
3' CURB TRANSITION
(EACH END OF TRENCH CURB)
TRENCH CURB TYP.
CONCRETE FLUME TYP.
6' CHAIN-LINK
SECURITY FENCE TYP.
CONCRETE FLUME TYP.
5' CONCRETE FLUME
CONCRETE FLUME TYP.
CONCRETE FLUME TYP.
4' CONCRETE FLUME TYP.
MODIFIED CONCRETE FLUME
6' CHAIN-LINK SECURITY FENCE TYP.
3' CURB TRANSITION
(BOTH SIDES OF DRIVE)
6' CHAIN-LINK
SECURITY FENCE TYP.
KNOX BOX TO BE INSTALLED ON FENCE
30
'
10
'
10
'
10
'
24'
12'
12'
24'
12'
12'
434.5'
388.7'
20
'
147.2'
50
'
169.4'
30'
251.5'
8'
4.
5
'
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SHIPPING OFFICE /
CUSTOMER SERVICE
BUILDING
3,000 SF (50' x 60')
SHIPPING OFFICE /
CUSTOMER SERVICE
BUILDING
12'5'12'9'
8
9'
TYP
10 4
8
9'
TYP
71'
6'
20'
24'
20'
5'
100'
5' CONC. SIDEWALK
R119'
R5'
R3' TYP.R5'
R5'
5'
50
'
60'
9'
182'
249.5'
320.1'
50'
113.1'
50.3'
10'
10'
6'
6'
5'
8'
3,000 SF (50' x 60')
PAVED OUTDOOR STORAGE
AREA
(47,515 SQ, FT.)
3' CURB TRANSITION
3' CURB TRANSITION
TRENCH CURB TYP.
4' CONCRETE FLUME TYP.
4' CONCRETE FLUME TYP.
ST
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SEE H.C. PARKING ACCESS DETAIL
6" CONCRETE BOLLAR AT
CORNER OF BUILDING TYP.
TRENCH CURB TYP.
2' CONC FLUME
MODIFIED 4' CONCRETE FLUME
2' CONC FLUME
MODIFIED 4' CONCRETE FLUME
TRENCH
CURB TYP.
WHEELSTOP TYP.
50'
46.1'
FF: 23.20
13'
10'
LEGEND
WORK DEPICTED WITHIN BOUNDARY
TO BE CONSTRUCTED IN FUTURE PHASE
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SCALE: 1" =40'
40'80'
NORTH
Know what's below.
before you dig.CallR
FIRE NOTES
AS PART OF THE CITY OF OKEECHOBEE'S APPROVAL OF THE SITE PLAN, THE SITE IS
REQUIRED TO MAINTAIN A 20' WIDE MINIMUM PATH FOR FIRE TRUCK ACCESS.
A KNOX BOX IS REQUIRED TO BE PLACED AT ALL GATED ENTRANCES.
PROJECT/SITE AREA:8.31 AC
PROJECT LOCATION:NE 9TH AVE
OKEECHOBEE, FL 34972
CURRENT USE:
FIRM:12093C0415C
FIRM DATE:JULY 16, 2015
PARKING LOT
PROPOSED USE:LIGHT MANUFACTURE
REQUIRED VEHICLE PARKING:
OFFICE: 1 SPACE PER 300 SQUARE FEET OF FLOOR AREA
ZONING:INDUSTRIAL
LAND USE:INDUSTRIAL
FLOOD AREA:ZONE "X"
DEVELOPMENTAL STATS (BOTH PHASES):
PRE DEVELOPMENT
IMPERVIOUS:0.00 AC 0 SF 0.00%
PERVIOUS:8.31 AC 362,036 SF 100.00%
TOTAL SITE AREA:8.31 AC 362,036 SF 100.00%
POST DEVELOPMENT
PERVIOUS 3.42 AC 149,191 SF 41.21%
IMPERVIOUS 4.89 AC 212,845 SF 58.79%
PAVEMENT/CONCRETE 4.82 AC 209,845 SF
BUILDING 0.07 AC 3,000 SF
TOTAL SITE AREA:8.31 AC 362,036 SF 100.00%
PARKING STATISTICS:
S I T E C H A R A C T E R I S T I C S
PROVIDED PARKING:
STANDARD SPACES
HANDICAP SPACES
28 SPACES
2 SPACES
TOTAL PARKING PROVIDED =30 SPACES
BUILDING SETBACKS:
NORTH:
SOUTH:
EAST:
WEST:
PARCEL INFORMATION:
PARCEL ID:
3,000 SF / 300 = 10 SPACES REQ.
3-15-37-35-0020-00000-0030 (34258)
3-15-37-35-0020-00000-0020 (34257)
3-15-37-35-0020-00000-0010 (34256)
25'
20'
15'
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2.906 ACRES
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S-141
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.85
INV OUT: 18.15 (W)
P-501 71 LF 18" ADS HP @ 0.28%
S-140
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.75
INV IN: 17.95 (E)
P-601 72 LF 18" ADS HP @ 0.28%
S-142
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.75
INV OUT: 18.00 (E)
S-143
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.65
INV IN: 17.80 (W)
P-109 92 LF 18" RCP @ 0.20%
S-146
MES
INV: 16.77
S-147
MES
INV: 16.95
S-503
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.65
INV OUT: 17.95 (W)
S-504
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.40
INV IN: 17.75 (E)
P-502 79 LF 18" ADS HP @ 0.25%
W-100
OVERFLOW WEIR
CREST: 21.50
W-200
OVERFLOW WEIR
CREST: 21.60
W-300
OVERFLOW WEIR
CREST: 21.60
W-400
OVERFLOW WEIR
CREST: 21.50
W-500
OVERFLOW WEIR
CREST: 20.00
W-700
OVERFLOW WEIR
CREST: 19.75
20
.
0
21
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0
20
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5
POND 400
TOP: 22.00 (5,967 SF)
BOTTOM: 20.00 (336 SF)
SHWT: 18.92
POND 300
TOP: 22.00 (1,497 SF)
BOTTOM: 20.00 (73 SF)
SHWT: 18.92
POND 200
TOP: 22.00 (2,051 SF)
BOTTOM: 20.00 (106 SF)
SHWT: 18.92
POND 100
TOP: 22.00 (2,487 SF)
BOTTOM: 20.00 (132 SF)
SHWT: 18.92
POND 700
TOP: 20.50 (22,954 SF)
BOTTOM: 18.50 (15,444 SF)
SHWT: 18.00
POND 500
TOP: 20.50 (5,223 SF)
BOTTOM: 19.00 (2,000 SF)
SHWT: 18.00
20.5
20
.
5
21.31
21.31
21.31
21.07
21.16
21.01
21.36
20.8620.6721.51
21.01
21.16
23.96
23.89
24.25
23.94
22.86
22.75
22.70
22.98
21.11
21.02
21.07
20.94
20.99
20.87
20.92
21.10
19.62
19.55
19.93
20.81
21.03
21.18
20.8820.65
20.80
20.95
22.15
21.65
21.80
21.95
21.1021.19
20.80
22.65
23.04
22.54
22.75
23.16
22.17
23.60
23.33
23.34
19.85
19.79
19.56
19.56
19.62
21.95
22.29
22.52
22.29
22.17
24.03
22.73
22.97
22.72
22.59
22.83
22.59
22.2221.18
21.13
21.29
21.27
21.22
21.51
21.21
21.16
23.99
23.49
22.74
22.98
22.70
22.23
22.31
22.55
22.3121.15
21.20
21.12
21.17
21.50
21.09
21.14
21.43
22.17
24.14
23.89
23.90
23.56
23.30
23.32
22.17
23.29
22.79
23.39
23.41
22.91
23.24
22.74
23.00
22.50
22.21
21.71
23.96
23.00
23.18
23.06
23.18
21.86
22.05 22.06
22.61
22.73
22.07
22.19
22.07
22.42
22.71
23.00
23.44
23.62
23.26
20.67
21.23
22.17
21.23
21.35
19.79
19.74
19.80
19.78
19.73
19.60
19.60
19.55
20.87
20.72
20.77
POST-DEVELOPMENT BASIN 600
0.885 ACRES
POST-DEVELOPMENT BASIN 500
1.033 ACRES
POST-DEVELOPMENT BASIN 400
0.895 ACRES
POST-DEVELOPMENT BASIN 300
0.542 ACRES
POST-DEVELOPMENT BASIN 200
0.694 ACRES
POST-DEVELOPMENT BASIN 100
0.467 ACRES
EXISTING DRAINAGE INLET
GRATE: 18.12'
V NOTCH: 16.42'
E INVERT: 13.22'
16.77
16.95
16.72
16.67
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.
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X
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0
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%
NE
9
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9
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P
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,
8
0
'
P
U
B
L
I
C
R
/
W
NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
SITE BENCHMARK
ELEVATION = 20.05'
2
0
.
0
2
1
.
0
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PW
PW
PW
PW
PW
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PW
PW
PW
PW
PW
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PW
PW
PW
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PW
PW
PW
PW
PW
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SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
PW PW PW
POST-DEVELOPMENT BASIN 700
2.906 ACRES
S-141
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.85
INV OUT: 18.15 (W)
P-501 71 LF 18" ADS HP @ 0.28%
S-140
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.75
INV IN: 17.95 (E)
P-601 72 LF 18" ADS HP @ 0.28%
S-142
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.75
INV OUT: 18.00 (E)
S-143
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.65
INV IN: 17.80 (W)
P-109 92 LF 18" RCP @ 0.20%
S-146
MES
INV: 16.77
S-147
MES
INV: 16.95
S-503
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.65
INV OUT: 17.95 (W)
S-504
TYPE "C" INLET PER
FDOT INDEX 425-052
w/ WEEPHOLE
TOP: 20.40
INV IN: 17.75 (E)
P-502 79 LF 18" ADS HP @ 0.25%
W-100
OVERFLOW WEIR
CREST: 21.50
W-200
OVERFLOW WEIR
CREST: 21.60
W-300
OVERFLOW WEIR
CREST: 21.60
W-400
OVERFLOW WEIR
CREST: 21.50
W-500
OVERFLOW WEIR
CREST: 20.00
W-700
OVERFLOW WEIR
CREST: 19.75
SHIPPING OFFICE /
CUSTOMER SERVICE
BUILDING
3,000 SF (50' x 60')
SHIPPING OFFICE /
CUSTOMER SERVICE
BUILDING
POND 400
TOP: 22.00 (5,967 SF)
BOTTOM: 20.00 (336 SF)
SHWT: 18.92
POND 300
TOP: 22.00 (1,497 SF)
BOTTOM: 20.00 (73 SF)
SHWT: 18.92
POND 200
TOP: 22.00 (2,051 SF)
BOTTOM: 20.00 (106 SF)
SHWT: 18.92
POND 100
TOP: 22.00 (2,487 SF)
BOTTOM: 20.00 (132 SF)
SHWT: 18.92
POND 700
TOP: 20.50 (22,954 SF)
BOTTOM: 18.50 (15,444 SF)
SHWT: 18.00
POND 500
TOP: 20.50 (5,223 SF)
BOTTOM: 19.00 (2,000 SF)
SHWT: 18.00
21.51
21.01
21.35
20.85
21.9521.16
21.31
21.10
22.18
20.50
21.88
22.37
22.66
22.56
22.29
21.50
22.65
21.95
22.77
23.18
22.61
22.11
22.39
21.96
21.46
21.48
20.98
21.99
21.49
22.97
20.84
21.51
2
1
.
5
2
2
.
0
22
.
0
21
.
5
21
.
0
22.5
22.
5
22.0
21.5
21.0
21.0
20.0
19
.
0
18
.
5
19
.
0
20
.
0
21
.
0
18
.
5
20
.
0
19
.
5
2
0
.
0
2
1
.
0
1
9
.
0
1
8
.
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1
9
.
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21.
0
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0
19.
0
18.
5
19.
0
20.
0
21.
0
18.
5
20.
0
24.0124.47
23.97
24.44
23.94
24.38
23.88
24.38
23.88
23.99
23.63
23.1323.52
23.02
23.82
23.3223.76
23.26
23.25
24.05
23.55
24.00
23.50
24.42
23.92
24.33
23.83
24.31
23.81
24.41
23.93
23.43
24.02
23.82
23.32
23.92
23.08
23.00
22.92
22.89
22.87 22.9422.82
23.02
22.52
23.22
22.72
23.22
22.72
22.73
23.23
22.73 23.27
22.77
23.09
22.59
22.98 23.0223.18
23.09
22.99
23.2023.20
23.2023.20
20.00
20.00
23.94
22.91
22.98
22.36
23.31
22.81
FF: 23.20
23.0722.89
22.39
23
.
5
23
.
0
2
2
.
5
23
.
5
22
.
5
23
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0
23
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5
24
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23
.
5
23
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22.89
W-600
OVERFLOW WEIR
CREST: 19.25
POND 600
TOP: 20.00 (8,368 SF)
BOTTOM: 18.50 (3,255 SF)
SHWT: 18.00
POST-DEVELOPMENT BASIN 600
0.885 ACRES
POST-DEVELOPMENT BASIN 500
1.033 ACRES
POST-DEVELOPMENT BASIN 400
0.895 ACRES
POST-DEVELOPMENT BASIN 300
0.542 ACRES
POST-DEVELOPMENT BASIN 200
0.694 ACRES
POST-DEVELOPMENT BASIN 100
0.467 ACRES
EXISTING DRAINAGE INLET
GRATE: 18.12'
V NOTCH: 16.42'
E INVERT: 13.22'
No
.
7
4
5
3
9
ST
A
T
E
O
F
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NECI
S
LFORI
D
A
PROF E S SIONAL
E
N
GINEER
SA
N
T
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S
MEDINA III
PROJECT NO.SHEET
NO
.
DA
T
E
DE
S
C
R
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P
T
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DE
S
I
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N
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:
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A
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N
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:
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:
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:
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:
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(
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:
(
8
6
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1
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5
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4
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A
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D
REVISION BLOCK
SA
N
T
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I
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A
,
I
I
I
,
P
.
E
.
ST
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LI
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E
N
S
E
N
O
.
7
4
5
3
9
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
(
P
H
.
1
&
2
)
CI
T
Y
O
F
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E
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C
H
O
B
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E
C
O
M
M
E
R
C
E
C
E
N
T
E
R
2721 C402
10
/
2
7
/
2
0
2
3
Th
i
s
i
t
e
m
h
a
s
b
e
e
n
d
i
g
i
t
a
l
l
y
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
by
t
h
e
e
n
g
i
n
e
e
r
o
n
t
h
e
d
a
t
e
i
n
d
i
c
a
t
e
d
h
e
r
e
o
n
.
Pri
n
t
e
d
c
o
p
i
e
s
o
f
t
h
i
s
d
o
c
u
m
e
n
t
a
r
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n
o
t
co
n
s
i
d
e
r
e
d
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
.
S
i
g
n
a
t
u
r
e
m
u
s
t
be
v
e
r
i
f
i
e
d
o
n
a
n
y
e
l
e
c
t
r
o
n
i
c
c
o
p
i
e
s
.
SM DH SM
NE
9
T
H
A
V
E
N
U
E
,
O
K
E
E
C
H
O
B
E
E
,
F
L
3
4
9
7
2
WE
S
T
L
A
K
E
R
O
Y
A
L
R
O
O
F
I
N
G
,
L
L
C
0'
SCALE: 1" =40'
40'80'
NORTH
Know what's below.
before you dig.CallR
LEGEND
WORK DEPICTED WITHIN BOUNDARY
TO BE CONSTRUCTED IN FUTURE PHASE
VA
R
I
E
S
POND TOP
4'6"
5'
6"
OVERFLOW WEIR CREST
(SEE PLAN VIEW FOR ELEV.)
POND TOP
6"
6" THICK, 2,500 PSI
CONCRETE CURB
WEIR CREST
Overflow Weir Detail
ZO
N
E
"
X
"
<
0
.
2
%
ZO
N
E
"
X
"
0
.
2
%
ZON
E
"
X
"
<
0
.
2
%
ZON
E
"
X
"
0
.
2
%
NE
9
T
H
A
V
E
N
U
E
TR
A
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE
9
T
H
S
T
R
E
E
T
TR
A
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
NE
1
2
T
H
S
T
R
E
E
T
(T
R
A
C
T
"
R
1
"
(
P
)
)
8
0
'
P
U
B
L
I
C
R
/
W
)
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
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SS
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SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
PW PW PW
M
GC TO COORDINATE WITH OUA OFFICIALS AT LEAST 5 WORKING DAYS
PRIOR TO PLANNED CONNECTION (GC TO COORDINATE CONNECTION
TO PROPOSED WATER LINE STUB-OUT FROM SEPARATE PROJECT)
1" IRRIGATION METER AND BACKFLOW PREVENTER
(IRRIGATION CONNECTION - GC TO COORDINATE INSTALLATION)
1" TEE
1" CAP
No
.
7
4
5
3
9
ST
A
T
E
O
F
L
E
NECI
S
LFORI
D
A
PROF E S SIONAL
E
N
GINEER
SA
N
T
O
S
MEDINA III
PROJECT NO.SHEET
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
CL
I
E
N
T
:
PR
O
J
E
C
T
:
15
0
S
O
U
T
H
W
O
O
D
L
A
W
N
A
V
E
N
U
E
,
B
A
R
T
O
W
,
F
L
3
3
8
3
0
PH
O
N
E
:
(
8
6
3
)
8
0
0
-
3
0
4
6
-
F
A
X
:
(
8
6
3
)
8
0
0
-
1
1
5
9
FL
O
R
I
D
A
C
E
R
T
I
F
I
C
A
T
E
O
F
A
U
T
H
O
R
I
Z
A
T
I
O
N
(
F
L
C
A
)
#
2
6
2
4
7
NO
T
V
A
L
I
D
U
N
L
E
S
S
P
H
Y
S
I
C
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L
L
Y
,
DI
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T
A
L
L
Y
,
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N
I
C
A
L
L
Y
SI
G
N
E
D
A
N
D
S
E
A
L
E
D
REVISION BLOCK
SA
N
T
O
S
M
E
D
I
N
A
,
I
I
I
,
P
.
E
.
ST
A
T
E
O
F
F
L
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R
I
D
A
PR
O
F
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S
S
I
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N
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L
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N
G
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E
E
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E
N
S
E
N
O
.
7
4
5
3
9
UT
I
L
I
T
Y
P
L
A
N
(
P
H
.
1
O
N
L
Y
)
CI
T
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E
C
H
O
B
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E
C
O
M
M
E
R
C
E
C
E
N
T
E
R
2721 C501
10
/
2
7
/
2
0
2
3
Th
i
s
i
t
e
m
h
a
s
b
e
e
n
d
i
g
i
t
a
l
l
y
s
i
g
n
e
d
a
n
d
se
a
l
e
d
b
y
t
h
e
e
n
g
i
n
e
e
r
o
n
t
h
e
d
a
t
e
in
d
i
c
a
t
e
d
h
e
r
e
o
n
.
P
r
i
n
t
e
d
c
o
p
i
e
s
o
f
t
h
i
s
do
c
u
m
e
n
t
a
r
e
n
o
t
c
o
n
s
i
d
e
r
e
d
s
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e
d
a
n
d
se
a
l
e
d
.
S
i
g
n
a
t
u
r
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m
u
s
t
b
e
v
e
r
i
f
i
e
d
o
n
a
n
y
ele
c
t
r
o
n
i
c
c
o
p
i
e
s
.
SM DH SM
NE
9
T
H
A
V
E
N
U
E
,
O
K
E
E
C
H
O
B
E
E
,
F
L
3
4
9
7
2
WE
S
T
L
A
K
E
R
O
Y
A
L
R
O
O
F
I
N
G
,
L
L
C
0'
SCALE: 1" =40'
40'80'
NORTH
Know what's below.
before you dig.CallR
ZO
N
E
"
X
"
<
0
.
2
%
ZO
N
E
"
X
"
0
.
2
%
ZON
E
"
X
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<
0
.
2
%
ZON
E
"
X
"
0
.
2
%
NE
9
T
H
A
V
E
N
U
E
TR
A
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T
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1
"
P
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R
P
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,
8
0
'
P
U
B
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I
C
R
/
W
NE
9
T
H
S
T
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E
T
TR
A
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
S
S
S
S
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
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SS
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PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
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PW
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PW
PW
PW
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PW
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PW
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PW
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PW
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PW PW PW M
M
GC TO COORDINATE WITH OUA OFFICIALS AT LEAST 5 WORKING DAYS
PRIOR TO PLANNED CONNECTION (GC TO COORDINATE CONNECTION
TO PROPOSED WATER LINE STUB-OUT FROM SEPARATE PROJECT)
1" IRRIGATION METER AND BACKFLOW PREVENTER
(IRRIGATION CONNECTION - GC TO COORDINATE INSTALLATION)
SHIPPING OFFICE /
CUSTOMER SERVICE
BUILDING
3,000 SF (50' x 60')
SHIPPING OFFICE /
CUSTOMER SERVICE
BUILDING
1" TEE
1" CAP
1" POTABLE WATER SERVICE BUILDING CONNECTION
1" PE4710 DR9 POLYETHYLENE TUBING
POTABLE WATER SERVICE (MIN. 3' DEPTH)
41 LF 4" SDR 26 PVC @ 1.10%
SAN C/O
TOP: 22.52
INV: 19.00
SANITARY SEWER POINT OF CONNECTION TO EX. STUB-OUT
(GC TO FIELD VERIFY INVERT ELEV. AND COORDINATE
WITH CITY INSPECTOR WITH PROPOSED TIME AND DATE
OF CONNECTION AT LEAST 5 WORKING DAYS IN ADVANCE
OF PLANNED CONNECTION)
6" SANITARY SERVICE BUILDING CONNCETION
1" POTABLE WATER METER AND BACKFLOW PREVENTER
FF: 23.20
SAN C/O
TOP: 22.21
INV: 18.55
29 LF 4" SDR 26 PVC @ 1.00% MIN.
No
.
7
4
5
3
9
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PROF E S SIONAL
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2721 C502
10
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2
3
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9
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SCALE: 1" =40'
40'80'
NORTH
Know what's below.
before you dig.CallR
LEGEND
WORK DEPICTED WITHIN BOUNDARY
TO BE CONSTRUCTED IN FUTURE PHASE
NE
9
T
H
A
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P
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/
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NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
S
S
PB
-
6
17.
4
0
PB-
5
16.
7
6
BP-
4
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SS
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PW MM
No
.
7
4
5
3
9
ST
A
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F
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NECI
S
LFORI
D
A
PROF E S SIONAL
E
N
GINEER
SA
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MEDINA III
PROJECT NO.SHEET
NO
.
DA
T
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DE
S
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DE
S
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:
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A
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:
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:
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2721 C601
10
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9
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Know what's below.
before you dig.CallR
SCALE: N.T.S.
SECTION
A-A
SECTION
C-C
SE
C
T
I
O
N
D-
D
SE
C
T
I
O
N
E-
E
SECTION
F-F
SECTION
G-G
SECTION
H-H
SECTION
B-B
SECTION
I-I
SEC
T
I
O
N
L-L
S
E
C
T
I
O
N
K
-
K
SECTION A-A
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
17
18
19
20
21
22
23
24
25
17
18
19
20
21
22
23
24
25
0 10 20 30 40 50 60 70 75
79 LF 18" ADS HP @ 0.25%
1.0%
-4.3%
-2.1%
1.
7
9
'
22'36.5'5'
0.7' EDGE OF EX. ROAD
NE 12TH STREET
80' PUBLIC R/W
HE
A
V
Y
-
D
U
T
Y
CO
N
C
R
E
T
E
HEAVY-DUTY
CONCRETE
HEAVY-DUTY
CONCRETE
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
M.E.G.
CHAIN-LINK GATE,
W/ KNOW BOX
SECTION B-B
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
17
18
19
20
21
22
23
24
25
17
18
19
20
21
22
23
24
25
0 10 20 30 40 50 60 70 75
-4.7%
1.0%
-0.6%
71 LF 18" ADS HP @ 0.28%
1.
7
9
'
22'36.4'5'
1' EDGE OF EX. ROAD
NE 12TH STREET
80' PUBLIC R/W
OUTDOOR STORAGE AREA
STANDARD PAVEMENT
OUTDOOR STORAGE AREA
STANDARD PAVEMENT
HE
A
V
Y
-
D
U
T
Y
CO
N
C
R
E
T
E
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
EXISTING GRADE
PROPOSED GRADE
M.E.G.
CHAIN-LINK GATE,
W/ KNOW BOX
SECTION C-C
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
18
19
20
21
22
23
24
25
26
18
19
20
21
22
23
24
25
26
0 10 20 30 40 50 60 70 75
1.0%
-4.6%
72 LF 18" ADS HP @ 0.27%
1.
7
9
'
35'23.5'5'
0.9' EDGE OF EX. ROAD
-2.1%
HEAVY-DUTY
CONCRETE
HEAVY-DUTY
CONCRETE
NE 12TH STREET
80' PUBLIC R/W
HE
A
V
Y
-
D
U
T
Y
CO
N
C
R
E
T
E
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
EXISTING GRADE PROPOSED GRADE
M.E.G.
CHAIN-LINK GATE,
W/ KNOW BOX
SECTION D-D
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
20
21
22
23
24
25
20
21
22
23
24
25
0 10 20 30 40
0.9%
15'15'5'5'
OU
T
D
O
O
R
S
T
O
R
A
G
E
AR
E
A
S
T
A
N
D
A
R
D
PA
V
E
M
E
N
T
OU
T
D
O
O
R
S
T
O
R
A
G
E
AR
E
A
S
T
A
N
D
A
R
D
PA
V
E
M
E
N
T
HEAVY-DUTY
CONCRETE
HEAVY-DUTY
CONCRETE
1.7%-1.9%-0.8%
EXISTING GRADE
PROPOSED GRADE
SECTION E-E
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
20
21
22
23
24
25
20
21
22
23
24
25
0 10 20 30
2.0%
12'12'3'3'
-2.0%
HEAVY-DUTY
CONCRETE
HEAVY-DUTY
CONCRETE
OU
T
D
O
O
R
S
T
O
R
A
G
E
A
R
E
A
ST
A
N
D
A
R
D
P
A
V
E
M
E
N
T
OU
T
D
O
O
R
S
T
O
R
A
G
E
A
R
E
A
ST
A
N
D
A
R
D
P
A
V
E
M
E
N
T
-0.7%1.3%
EXISTING GRADE
PROPOSED GRADE
SECTION F-F
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
19
20
21
22
23
24
19
20
21
22
23
24
0 10 20 30 40
8:1
8'
SOD
1'8'
SOD
5'
FLAT
8'
SOD
0.5' TRENCH CURB
4'
SOD
4
:
1
4:1
-10.
2
%
OU
T
D
O
O
R
S
T
O
R
A
G
E
A
R
E
A
ST
A
N
D
A
R
D
P
A
V
E
M
E
N
T
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
EXISTING GRADE
PROPOSED GRADE
6' CHAIN-LINK SECURITY FENCE
SI
L
T
SILT FENCE
POND 100
TOP: 22.00 (2,487 SF)
BOTTOM: 20.00 (132 SF)
SHWT: 18.92
SECTION G-G
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
19
20
21
22
23
24
19
20
21
22
23
24
0 10 20 30 40
11:1
8'
SOD
1'8'
SOD
5'
FLAT
8'
SOD
0.5' TRENCH CURB
4'
SOD
4
:
1
4:1
-3.5%
OU
T
D
O
O
R
S
T
O
R
A
G
E
A
R
E
A
ST
A
N
D
A
R
D
P
A
V
E
M
E
N
T
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
SI
L
T
EXISTING GRADE
PROPOSED GRADE
6' CHAIN-LINK SECURITY FENCE
SILT FENCE
POND 200
TOP: 22.00 (2,051 SF)
BOTTOM: 20.00 (106 SF)
SHWT: 18.92
SECTION H-H
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
19
20
21
22
23
24
19
20
21
22
23
24
0 10 20 30 40
11:1
0.5' TRENCH CURB
8'
SOD
1'8'
SOD
5'
FLAT
8'
SOD
4'
SOD
4
:
1
4:1
-0.8%
OU
T
D
O
O
R
S
T
O
R
A
G
E
A
R
E
A
ST
A
N
D
A
R
D
P
A
V
E
M
E
N
T
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
PROPOSED GRADE
EXISTING GRADE
6' CHAIN-LINK SECURITY FENCE
SI
L
T
SILT FENCE
POND 300
TOP: 22.00 (1,497 SF)
BOTTOM: 20.00 (73 SF)
SHWT: 18.92
SECTION I-I
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
19
20
21
22
23
24
19
20
21
22
23
24
0 10 20 30 40
10:1
0.5' TRENCH CURB
8'
SOD
1'8'
SOD
5'
FLAT
8'
SOD
4'
SOD
4
:
1
4:1
-3.1%
OU
T
D
O
O
R
S
T
O
R
A
G
E
A
R
E
A
ST
A
N
D
A
R
D
P
A
V
E
M
E
N
T
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
SI
L
T
PROPOSED GRADE
EXISTING GRADE
SILT FENCE
6' CHAIN-LINK SECURITY FENCE
POND 400
TOP: 22.00 (5,967 SF)
BOTTOM: 20.00 (336 SF)
SHWT: 18.92
SECTION J-J
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
19
20
21
22
23
24
19
20
21
22
23
24
0 10 20 30 40
8:1
0.5' TRENCH CURB
8'
SOD
1'8'
SOD
5'
FLAT
8'
SOD
4'
SOD
4
:
1
4:1
3
:
1
OU
T
D
O
O
R
S
T
O
R
A
G
E
A
R
E
A
ST
A
N
D
A
R
D
P
A
V
E
M
E
N
T
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
SI
L
T
EXISTING GRADEPROPOSED GRADE
SILT FENCE
6' CHAIN-LINK SECURITY FENCE
POND 400
TOP: 22.00 (5,967 SF)
BOTTOM: 20.00 (336 SF)
SHWT: 18.92
SECTION K-K
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
16
17
18
19
20
21
22
23
24
25
16
17
18
19
20
21
22
23
24
25
0 10 20 30
3:1
-1.3%
18'
SOD
2'5'
OU
T
D
O
O
R
S
T
O
R
A
G
E
AR
E
A
S
T
A
N
D
A
R
D
PA
V
E
M
E
N
T
,
T
Y
P
.
FL
A
T
PR
O
P
E
R
T
Y
L
I
N
E
/
RI
G
H
T
-
O
F
-
W
A
Y
L
I
N
E
EXISTING GRADE
PROPOSED GRADE
6' CHAIN-LINK
SECURITY FENCE
SI
L
T
SI
L
T
DOUBLE SILT FENCE ALONG
WESTERN SIDE OF SITE
SE
C
T
I
O
N
M-
M
SEC
T
I
O
N
N-N
SECTION
O-O
SECTION
P-P
SE
C
T
I
O
N
Q-
Q
SECTION
R-R
SE
C
T
I
O
N
S-
S
SE
C
T
I
O
N
T-
T
SE
C
T
I
O
N
J-
J
NE
9
T
H
A
V
E
N
U
E
TRA
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE
9
T
H
S
T
R
E
E
T
TR
A
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
S
S
PB-
6
17.
4
0
PB-
5
16.7
6
BP-
4
16.
4
7
PB
-
3
17
.
5
1
PB-
2
17.
6
3
PB-
1
18.8
6
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
NE
1
2
T
H
S
T
R
E
E
T
(T
R
A
C
T
"
R
1
"
(
P
)
)
8
0
'
P
U
B
L
I
C
R
/
W
)
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
SS
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSS
PW MM
SECTION L-L
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
17
18
19
20
21
22
23
24
25
26
17
18
19
20
21
22
23
24
25
26
0 10 20 30 40 50
5'
PAVED
OUT
DOOR
STORAGE
7.5'20'
POND 500
TOP: 20.50; BOTTOM: 19.00
SHWT: 18.00
6'8'
POND
BOTTOM
6'
3'
FLAT
10'
LANDSCAPE
BUFFER
6:
1
4:
1 4:1
10:1
SOD
EXISTING GRADE
PR
O
P
E
R
T
Y
/
R
O
W
L
I
N
E
FINISHED GRADE
SOD
0.5'
TRENCH
CURB
LA
N
D
S
C
A
P
E
B
U
F
F
E
R
SECTION M-M
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
16
17
18
19
20
21
22
23
24
25
26
16
17
18
19
20
21
22
23
24
25
26
0 10 20 30 40 50 60
6'
PR
O
P
E
R
T
Y
/
R
O
W
L
I
N
E
CONCRETE PAVED ENTRANCE
22.5'13'15.4'
0.7%
-5.0%
-5.0%
1.0%
EXISTING GRADE
FINISHED GRADE
SECTION N-N
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
17
18
19
20
21
22
23
24
25
26
17
18
19
20
21
22
23
24
25
26
0 10 20 30 40 50
EXISTING GRADE
PR
O
P
E
R
T
Y
/
R
O
W
L
I
N
E
5'
PAVED
OUT
DOOR
STORAGE
7.5'
0.5'
TRENCH
CURB
20'
POND 600
TOP: 20.00; BOTTOM: 18.50
SHWT: 18.00
6'8'
POND
BOTTOM
6'
LA
N
D
S
C
A
P
E
B
U
F
F
E
R
SOD SOD
FINISHED GRADE
3'
FLAT
10'
LANDSCAPE
BUFFER
5:
1
4:
1 4:1
15:1
SECTION O-O
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
17
18
19
20
21
22
23
24
25
26
17
18
19
20
21
22
23
24
25
26
0 10 20 30 40 50
PR
O
P
E
R
T
Y
/
R
O
W
L
I
N
E
LA
N
D
S
C
A
P
E
B
U
F
F
E
R
5'
PAVED
OUT
DOOR
STORAGE
0.5'
TRENCH
CURB
20'
POND 600
TOP: 20.00; BOTTOM: 18.50
SHWT: 18.00
7.5'
6'8'
POND
BOTTOM
6'
3'
FLAT
10'
LANDSCAPE
BUFFER
SODSOD
EXISTING GRADE
FINISHED GRADE
6:
1
4:
1 4:1
14:1
SECTION P-P
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
13
14
15
16
17
18
19
20
21
22
13
14
15
16
17
18
19
20
21
22
0 10 20 30 40 50 60
6'
CONCRETE PAVED ENTRANCE
P-109 92 LF 18" RCP @ 0.20%
PR
O
P
E
R
T
Y
/
R
O
W
L
I
N
E
EXISTING GRADE
FINISHED GRADE
17.8'11.5'22'
0.6%-5.0%
-5.0%
1.0%
1.
4
5
'
SECTION Q-Q
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
19
20
21
22
23
24
25
26
27
28
19
20
21
22
23
24
25
26
27
28
0 10 20 30 40
8'
PAVED
OUT
DOOR
STORAGE
8'
PAVED
OUT
DOOR
STORAGE
24'
PAVED CONCRETE
DRIVE AISLE
12'12'
0.7%-1.4%-1.4%-1.3%
EXISTING GRADE
FINISHED GRADE
SECTION R-R
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
18
19
20
21
22
23
24
25
26
27
28
18
19
20
21
22
23
24
25
26
27
28
0 10 20 30 40
8'
PAVED
OUT
DOOR
STORAGE
24'
PAVED CONCRETE
DRIVE AISLE
8'
PAVED
OUT
DOOR
STORAGE12'12'
EXISTING GRADE
FINISHED GRADE
-0.3%-1.5%1.5%-0.0%
No
.
7
4
5
3
9
ST
A
T
E
O
F
L
E
NECI
S
LFORI
D
A
PROF E S SIONAL
E
N
GINEER
SA
N
T
O
S
MEDINA III
PROJECT NO.SHEET
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
CL
I
E
N
T
:
PR
O
J
E
C
T
:
15
0
S
O
U
T
H
W
O
O
D
L
A
W
N
A
V
E
N
U
E
,
B
A
R
T
O
W
,
F
L
3
3
8
3
0
PH
O
N
E
:
(
8
6
3
)
8
0
0
-
3
0
4
6
-
F
A
X
:
(
8
6
3
)
8
0
0
-
1
1
5
9
FL
O
R
I
D
A
C
E
R
T
I
F
I
C
A
T
E
O
F
A
U
T
H
O
R
I
Z
A
T
I
O
N
(
F
L
C
A
)
#
2
6
2
4
7
NO
T
V
A
L
I
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P
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S
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L
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L
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D
REVISION BLOCK
SA
N
T
O
S
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E
D
I
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A
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I
I
I
,
P
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.
ST
A
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PR
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S
S
I
O
N
A
L
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N
G
I
N
E
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R
LI
C
E
N
S
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N
O
.
7
4
5
3
9
CR
O
S
S
S
E
C
T
I
O
N
S
(
2
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F
3
)
CI
T
Y
O
F
O
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E
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C
H
O
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C
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M
M
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R
C
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C
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T
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R
2721 C602
10
/
2
7
/
2
0
2
3
Th
i
s
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t
e
m
h
a
s
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e
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n
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d
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P
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NE
9
T
H
A
V
E
N
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E
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C
H
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E
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,
F
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3
4
9
7
2
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S
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A
K
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R
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A
L
R
O
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F
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N
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,
L
L
C
SCALE: N.T.S.
SECTION
A-A
SECTION
C-C
SE
C
T
I
O
N
D-
D
SE
C
T
I
O
N
E-
E
SECTION
F-F
SECTION
G-G
SECTION
H-H
SECTION
B-B
SECTION
I-I
SEC
T
I
O
N
L-L
S
E
C
T
I
O
N
K
-
K
SE
C
T
I
O
N
M-
M
SEC
T
I
O
N
N-N
SECTION
O-O
SECTION
P-P
SE
C
T
I
O
N
Q-
Q
SECTION
R-R
SE
C
T
I
O
N
S-
S
SE
C
T
I
O
N
T-
T
SE
C
T
I
O
N
J-
J
Know what's below.
before you dig.CallR
SECTION T-T
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
16
17
18
19
20
21
22
23
24
25
26
16
17
18
19
20
21
22
23
24
25
26
0 10 20 30 40 50 60 70 80 90 100 110 120 130
PR
O
P
E
R
T
Y
/
R
O
W
L
I
N
E
EXISTING GRADE
FINISHED GRADE
5'
PAVED
OUT
DOOR
STORAGE
30'
PAVED CONCRETE
DRIVE AISLE
10'10'10'
0.5'
TRENCH
CURB
9.5'59.9'
POND 700
TOP: 20.50; BOTTOM: 18.50
SHWT: 18.00
5'
FLAT
15'
8'43.9'
POND
BOTTOM
8'
6:1
4:
1 4:1
9:1 1.0%1.0%1.0%0.5%
NE
9
T
H
A
V
E
N
U
E
TRA
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE
9
T
H
S
T
R
E
E
T
TR
A
C
T
"
R
-
1
"
P
E
R
P
L
A
T
,
8
0
'
P
U
B
L
I
C
R
/
W
NE 9TH AVENUE
(TRACT "R1" (P)) 80' PUBLIC R/W)
SS
PB-
6
17.
4
0
PB-
5
16.7
6
BP-
4
16.
4
7
PB
-
3
17.
5
1
PB-
2
17.
6
3
PB-
1
18.8
6
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
NE
1
2
T
H
S
T
R
E
E
T
(T
R
A
C
T
"
R
1
"
(
P
)
)
8
0
'
P
U
B
L
I
C
R
/
W
)
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
PW
SS
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSS
PW MM
SECTION S-S
VERT. SCALE: 1" = 2'
HORIZ. SCALE: 1" = 10'
16
17
18
19
20
21
22
23
24
25
26
16
17
18
19
20
21
22
23
24
25
26
0 10 20 30 40 50 60 70 80 90 100
30'
PAVED CONCRETE
DRIVE AISLE
5'
PAVED
OUT
DOOR
STORAGE10'10'10'
0.5'
TRENCH
CURB
29.8'
POND 700
TOP: 20.50; BOTTOM: 18.50
SHWT: 18.00
9.5'5'
FLAT
13.8'
POND
BOTTOM
8'8'
PR
O
P
E
R
T
Y
/
R
O
W
L
I
N
E
15'
6:1
4:
1 4:1
4:1
0.7%0.7%0.7%-0.0%
SOD SOD
EXISTING GRADEFINISHED GRADE
No
.
7
4
5
3
9
ST
A
T
E
O
F
L
E
NECI
S
LFORI
D
A
PROF E S SIONAL
E
N
GINEER
SA
N
T
O
S
MEDINA III
PROJECT NO.SHEET
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
CL
I
E
N
T
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3
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2721 C603
10
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2
7
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2
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2
3
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A-A
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C-C
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D-
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O-O
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Q-
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R-R
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Know what's below.
before you dig.CallR
No
.
7
4
5
3
9
ST
A
T
E
O
F
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NECI
S
LFORI
D
A
PROF E S SIONAL
E
N
GINEER
SA
N
T
O
S
MEDINA III
PROJECT NO.SHEET
NO
.
DA
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DE
S
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DE
S
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:
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:
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2721 C701
10
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7
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2
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2
3
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9
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I
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E
5'
S
.
F
.
10
'
-
0
"
3'
T
O
20
'
-
0
"
L
2"2"
SPACE
4"4"4"4"
BL
U
E
BL
U
E
WH
I
T
E
C PARKING
MIN 12'
NEW H.C. SIGN
No. FTP-21-06
& FTP-22-06
2'
WHEEL
STOP
BLUE ON WHITE OR
WHITE ON BLUE
FDOT INDEX 17346
VARIES
NOTES:
1. STRIPED ACCESS IS 5' MINIMUM FOR STANDARD HC STALLS AND 8' MINIMUM FOR VAN STALLS.
SEE PLANS FOR DIMENSIONS.
2. SLOPE IN STALLS SHALL NOT EXCEED 2.0% IN ANY DIRECTION WITHIN HC STRIPING.
3. ALL STRIPING TO ADHERE TO A.D.A. AND THE FL ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION.
SEE NOTE 1
4" WHITE STRIPES @ 45°
SPACED 3' O.C.
EOP
CONCRETE SIDEWALK
(SEE PLANS FOR WIDTH)
Handicap Space Detail
Accessible Parking Sign Detail
& PAVEMENT (MIN 18" LONG)
2-#4's THRU WHEELSTOP
3-#4's CONTINUOUS
AS SPECIFIED
BASE AS SPECIFIED
STABILIZED SUBGRADE
AS SPECIFIED
PARKING LOT SURFACE
8"
3"1'-6"
2"
7"
RAISED SIDEWALK
NOTE: CONCRETE WHEELSTOP TO BE PAINTED TRAFFIC YELLOW.
6' Concrete Wheelstop Detail
1'-6"
8"
1'-0"
C of PARKING STALL
1'-8"
R
2'
-
0
"
R
23°
2'-
0
"
6"R
1'-0"
3"
8"
L
1'-
0
"
5°4"
T
Y
P
.
Accessible Parking Symbol Detail
(TYP)
A JOINT(TYP)
OR TOOLED
SAWCUT
1/2" THICKNESS PREMOLDED EXPANSION JOINT
PLAN VIEW
SECTION A-A
B
B
3,000 PSI PC SECTION B-B
4"
CONCRETE
A
SLOPE 2% MAX
SEE SITE PLAN
1/2"R
(TYP)
CJEJCJCJCJCJEJCJ
CD
E
C: SEE SITE PLAN
D: D=C
E: E=Cx5
FILLER SPACED @ 25' O.C. MAX. EXTEND JOINT FILLER
FULL DEPTH OF SIDEWALK
NOTES:
1.INSTALL 1/2" EXPANSION JOINT MATERIAL AT AREAS WERE PROPOSED SIDEWALK ABUTS EXISTING SIDEWALK, CURBS,
AND/OR STRUCTURE. JOINT MATERIAL. TO MEET ASTM D994 OR D1751.
2.CONTROL JOINTS TO BE 1/4 THE DEPTH OF THE CONCRETE.
3.EXPANSION JOINTS TO EXTEND THE FULL WIDTH OF THE SIDEWALK.
SUBGRADE TO BE COMPACTED TO 95% STANDARD
PROCTOR, EXTENDING 6" FROM EACH SIDE OF WALK.
CJ: CONTROL JOINT
EJ: EXPANSION JOINT
Typical Sidewalk Detail
1
2
6"
1.7" 4,000 PSI CONCRETE
2.12" OF COMPACTED, FREE DRAINING MATERIAL (MINIMUM) AND COMPACTED TO
98% AASHTO T180 METHOD D.
CONCRETE PAVEMENT SECTIONS SHOULD INCLUDE ADEQUATE SAWCUTS AT A DEPTH OF
1.5", EXPANSION JOINTS, AND REINFORCEMENT IN ACCORDANCE WITH PORTLAND
CEMENT ASSOCIATION (PCA) DESIGN GUIDELINES FOR RIGID PAVEMENTS. SAWCUT
PATTERNS SHOULD GENERALLY BE SQUARE OR RECTANGULAR BUT NEARLY SQUARE,
AND EXTEND TO A DEPTH EQUAL TO A QUARTER OF THE SLAB THICKNESS.
2
1
3
6"
STRUCTURAL NUMBER CALCULATION:
1.1.5" TYPE "SP-9.5" ASPHALTIC CONCRETE; TRAFFIC LEVEL B OR HIGHER;
LAYER THICKNESS 1.0" TO 1.5"; RAP WILL BE APPROVED BY THE EOR IN
COMPLIANCE WITH FDOT SPECIFICATIONS, SECTION 334; BINDER COURSE TO
BE APPLIED PER FDOT SPECIFICATION, SECTION 334-2.
2.6" LIMEROCK (MIN LBR 100); COMPACTED 98% AASHTO T180 METHOD "D";
ALTERNATIVE: 8" CRUSHED CONCRETE (MIN LBR 150); COMPACTED 98%
AASHTO T180 METHOD "D"
3.12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40
(MINIMUM); COMPACTED TO 98% AASHTO T180. NOTE, IF EXISTING
MATERIAL IS ANTICIPATED TO MEET THE REQUIREMENTS ABOVE THEN
TESTING SHALL BE SUBMITTED TO THE EOR FOR VERIFICATION.
MINIMUM ALLOWABLE = 2.27 0.96
1.08
0.66
=
=
=
0.08
0.18
0.44
x
x
x
12.0"
6.0"
1.5"
2.70
2
1
3
6"
STRUCTURAL NUMBER CALCULATION:
1.2" TYPE "SP-9.5" ASPHALTIC CONCRETE (WILL NEED TO BE INSTALLED IN 2
LIFTS); TRAFFIC LEVEL B OR HIGHER; LAYER THICKNESS 1.0" TO 1.5"; RAP
WILL BE APPROVED BY THE EOR IN COMPLIANCE WITH FDOT
SPECIFICATIONS, SECTION 334; BINDER COURSE TO BE APPLIED PER FDOT
SPECIFICATION, SECTION 334-2.
2.8" LIMEROCK (MIN LBR 100); COMPACTED 98% AASHTO T180 METHOD "D";
ALTERNATIVE: 8" CRUSHED CONCRETE (MIN LBR 150); COMPACTED 98%
AASHTO T180 METHOD "D"
3.12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40
(MINIMUM); COMPACTED TO 98% AASHTO T180. NOTE, IF EXISTING
MATERIAL IS ANTICIPATED TO MEET THE REQUIREMENTS ABOVE THEN
TESTING SHALL BE SUBMITTED TO THE EOR FOR VERIFICATION.
MINIMUM ALLOWABLE = 2.27 0.96
1.44
0.88
=
=
=
0.08
0.18
0.44
x
x
x
12.0"
8.0"
2.0"
3.28CONCRETE DYE NOTE:
CONCRETE BLACK DYE: BLACK IRON OXIDE, 30 LBS PER CUBIC YARD, PLANT MIX
(COORDINATE W/ OWNER).
Typical Heavy Duty ConcretePavement Detail (driveways/drive aisles)Typical Light Duty AsphaltPavement Detail (parking lot)Typical Medium Duty AsphaltPavement Detail
TYPICAL STOP SIGN DETAIL
10' M
I
N
I
M
U
M
50'
M
I
N
I
M
U
M
6" MINIMUM
HARD
S
U
R
F
A
C
E
#57 STONE
GEOTEXTILE UNDERLINER
Construction Entrance Detail
CONCRETE
WASHOUT
Washout Facility Detail
NO SCALE
SILT FLOW
TYPE III SILT FENCE PROTECTION
AROUND DITCH BOTTOM INLET
SILT FLOW
FILTER FABRIC
VERTICAL
FILTER FABRIC (IN
CONFORMANCE WITH
SEC.985 FDOT SPEC.)
20°
PRINCIPAL POST
POSITION (CANTED
20° TOWARD FLOW)
6'MAX
POST OPTIONS:
WOOD 2 1/2" MIN.DIA.
WOOD 2"X4"
OAK 1 1/2"X1 1/2"
STEEL 1.33 LBS/FT MIN.
ELEVATION SECTION
NOTE: SILT FENCE TO BE PAID FOR UNDER THE
CONTRACT UNIT PRICE FOR STAKED FENCE(L.F.)
OPTIONAL POST
POSITIONS
NOTE:DO NOT DEPLOY IN ANY MANNER THAT SILT FENCES WILL ACT
AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT
FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBITY
BARRIERS USED AT PERMANENT BODIES OF WATER.
SILT FENCE SILT FENCE
SILT
F
L
O
W
WA
T
E
R
F
L
O
W
26
"
12
"
M
I
N
.
3'
O
R
M
O
R
E
4"
Silt Fence Detail
4"2"
6"
R=3/4"
SEE
PVMT
DETAIL
R=2"
1'-6"
SUB-BASE
Trench Curb Detail
12"
1
3
2
POND BOTTOM POND BOTTOM
1.6"-9" LAYER OF RIP RAP RUBBLE
(FDOT DESIGN STANDARD FOR ROAD AND BRIDGE CONSTRUCTION SECTION 530)
2.GEOTEXTILE FILTER FABRIC
(FDOT DESIGN STANDARD FOR ROAD AND BRIDGE CONSTRUCTION SECTION 514
AND STANDARD INDEX 199)
3.6" COMPACTED SUBRADE
Rip-Rap Detail
TYPICAL CONCRETE FLUME DETAIL
No
.
7
4
5
3
9
ST
A
T
E
O
F
L
E
NECI
S
LFORI
D
A
PROF E S SIONAL
E
N
GINEER
SA
N
T
O
S
MEDINA III
PROJECT NO.SHEET
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
CL
I
E
N
T
:
PR
O
J
E
C
T
:
15
0
S
O
U
T
H
W
O
O
D
L
A
W
N
A
V
E
N
U
E
,
B
A
R
T
O
W
,
F
L
3
3
8
3
0
PH
O
N
E
:
(
8
6
3
)
8
0
0
-
3
0
4
6
-
F
A
X
:
(
8
6
3
)
8
0
0
-
1
1
5
9
FL
O
R
I
D
A
C
E
R
T
I
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I
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(
F
L
C
A
)
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2
6
2
4
7
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T
V
A
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I
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L
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SI
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D
A
N
D
S
E
A
L
E
D
REVISION BLOCK
SA
N
T
O
S
M
E
D
I
N
A
,
I
I
I
,
P
.
E
.
ST
A
T
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N
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N
O
.
7
4
5
3
9
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C
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M
E
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C
E
N
T
E
R
2721 C702
10
/
2
7
/
2
0
2
3
Th
i
s
i
t
e
m
h
a
s
b
e
e
n
d
i
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i
t
a
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l
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s
i
g
n
e
d
a
n
d
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a
l
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d
b
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n
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i
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d
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.
P
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i
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