2023-06-15 V. A. #23-003-TRC, Master Site Plans dtd 5/24/2023MASTER SITE PLANS OF:
PROJECT DIRECTORY
PARK STREET COMMERCE CENTER
LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST
PARCEL ID: 2-15-37-35—OA00-00009—A000;
2-15-37-35—OA00-00009-0000; 2-15-37-35—OA00-0001 1 —0000;
2-15-37-35—OA00-00010-0000; 2-15-37-35—OA00-00010-0010
FECAL_ DESCR PT ON
PARCEL 1 (PER O.R.B. 527, PG. 869):
THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF
THE SOUTHEAST QUARTER LYING NORTH OF STATE ROAD NO. 70 (FORT
PIERCE ROAD), IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST,
LESS THE FOLLOWING :
BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15,
RUN NORTH 594 FEET, EAST 186.3 FEET, SOUTH 594 FEET; WEST 186.3
FEET TO THE POINT OF BEGINNING.
ALSO LESS THE NORTH 50 FEET WHICH IS RESERVED FOR ROAD
PURPOSES.
ALSO LESS: A STRIP OF LAND 7 FEET WIDE SITUATE ADJACENT TO AND
NORTHERLY OF THE EXISTING 66 FOOT RIGHT OF WAY OF STATE ROAD
70, LYING, WITHIN THE WEST �/ OF THE EAST �/ OF SW 1 /4 OF SE
1 /4, SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS THE
WEST 186.3 FEET THEREOF; CONTAINING 0.02 OF AN ACRE, MORE OR
LESS.
PARCEL 2 (PER O.R.B. 528, PG. 1342):
ALL OF LOTS I THROUGH 12, INCLUSIVE, LYING NORTH OF NORTH PARK
STREET (A/K/A S.R. 70 F/K/A FORT PIERCE ROAD) AS NOW
CONSTRUCTED, IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY,
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE
17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA.
NORTH
OWNER: WILLIAM R. GRIGSBY, JR
10282 PAYNE ROAD
SEBRING, FLORIDA 33875
DEVELOPER: PARK STREET OKEECHOBEE, LLC
603 EAST FORT KING STREET
OCALA, FLORIDA 34471
ENGINEER: AMERICAN CIVIL ENGINEERING CO.
207 N. MOSS ROAD, SUITE 211
WINTER SPRINGS, FLORIDA 32708
JOHNNY HERBERT IV, P.E., JOHNNY@AMERICANCIVILENGINEERING.COM
CELL 407-376-1777 , OFFICE 407-327-7700,
SURVEYOR: BSM & ASSOCIATES, INC.
80 SE 31ST LANE
OKEECHOBEE, FLORIDA 34974
RICHARD BARNES III, RICKY. BARN ES@BSMSURVEY.COM
(863) 484-8324 OFFICE
ENVIRONMENTAL: GREENSOURCE INC.
15315 INDIAN HEAD DRIVE
TAMPA, FLORIDA 33618
JOHN EMERY JEMERY®GREENSOURCEEP.COM
(813) 246-6856 OFFICE
LANS �SSUED FOR:
OKEECHOBEE. SITE PLAN REVIEW
NDEX SHEETS
SHEET DESCRIPTION
PARCEL 3 (PER O.R.B. 528, PG. 1342): �' '�''�
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Mf
sy *°��
UT TY CO M PAN ES
C1.0
COVER SHEET
COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST
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C2.0
GENERALNOTES
ONE —QUARTER OF THE SOUTHEAST ONE —QUARTER OF SECTION 15,
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SANITARY SEWER.863
OKEECHOBEE UTILITY AUTHORITY
37 SOUTH, RANGE 35 EAST, THENCE RUN SOUTH 00°18'26" 1+ i O +� v �+ ,�
_ `� --
763-9460TOWNSHIP
( )
C3.0
MASTER SWPP PLAN
EAST ALONG THE EASTERLY LINE THEREOF, 668.71 FEET TO THE POINT Q
y WATER DISTRIBUTION:
OKEECHOBEE UTILITY AUTHORITY
OF BEGINNING: THENCE CONTINUE SOUTH 00° 18'26" EAST, 276.28 FEET ��
_ *}_�-Hampton
+ ■ ■ -
(863) 763-9460
C4.0
MASTER SITE PLAN
TO THE NORTHEAST CORNER OF PRICE ADDITION TO OKEECHOBEE CITY "''
To
ELECTRICAL POWER:
FPL
C5.0
MASTER GRADING PLAN
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE
(863) 763-6441
17; THENCE RUN SOUTH 89° 50'34" WEST, ALONG THE NORTHERLY LINE
C5.1
CROSS SECTIONS
THEREOF, 336.76 FEET TO THE NORTHWEST CORNER OF SAID PRICE �
■®�
TELEPHONE:
CENTURY LINK
(855) 263-9576
C5.2
CROSS SECTIONS 2
ADDITION; THENCE RUN NORTH 00° 17 46 WEST, ALONG THE WEST LINE
OF THE EAST ONE HALF OF THE EAST ONE—HALF OF THE SOUTHWEST
�®
FIRE:
OKEECHOBEE FIRE DEPARTMENT
C5.3
CROSS SECTIONS 3
ONE —QUARTER OF THE SOUTHEAST ONE QUARTER OF SAID SECTION 15, A ,= , _
=
®■
(863) 763-4423
C6.0
DISTANCE OF 273.38 FEET; THENCE RUN NORTH 89°20'47" EAST AND -I
�i■-
GARBAGE:
WASTE MANAGEMENT
NE 13TH AVENUE PLAN &PROFILE 1
PARALLEL WITH THE NORTHERLY LINE OF PREVIOUSLY MENTIONED
-Itsofp#pb
(866) 909-4458
C6.1
NE 13TH AVENUE PLAN & PROFILE 2
SOUTHWEST ONE —QUARTER OF THE SOUTHEAST ONE —QUARTER, A
DISTANCE OF 336.71 FEET TO THE POINT OF BEGINNING.
C6.2
NE 13TH AVENUE PLAN & PROFILE 3
VICINITY MAP N.T.S.
PARCEL 4 (PER O.R.B. 528, PG. 1342):
THE ALLEY IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY,
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE
17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, LYING BETWEEN
LOTS 1-6 AND 7 —12.
PARCEL 5 (PER O.R.B 528, PG 1342):
THE STREET KNOWN AS NORTHEAST 2ND STREET (F/K/A CENTER
STREET) AS IT RUNS EAST FROM NORTHEAST 12TH AVENUE TO
NORTHEAST 13TH AVENUE, PARTICULARLY LOCATED NORTH OF BLOCK 4,
PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT
THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF
OKEECHOBEE COUNTY, FLORIDA.
PARCEL 6 (PER O.R.B 554, PG. 338):
ALL THAT PART OF THE NORTH 668.71 FEET OF THE EAST Y/ OF THE
EAST Y/ OF SW 1 /4 OF SE 1 /4 OF SECTION 15, TOWNSHIP 37 SOUTH,
RANGE 35 EAST, LESS AND EXCEPT THE NORTH 50 FEET THEREOF.
SUBJECT TO THOSE EASEMENTS IN FAVOR OF FLORIDA POWER AND LIGHT
RECORDED IN O.R. BOOK 109, PAGE 983 AND O.R. BOOK 23, PAGE 524
AND MATTERS CONTAINED ON THE PLAT OF PRICE ADDITION TO
OKEECHOBEE CITY RECORDED IN PLAT BOOK 2, PAGE 17, ALL BEING IN
THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA.
C7.0 MASTER UTILITY PLAN
C8.0 PHOTOMETRIC & TRUCK TURN PLAN
C9.0 1 LANDSCAPE PLAN
C9.1 1 LANDSCAPE DETAILS
C10.0 1 LIFT STATION PLAN
C11.0 1 OFF -SITE FORCEMAIN
C12.0 - C12.2 I UTILITY DETAILS
C13.0 1 DRIVEWAY CONNECTION PLAN
C14.0 1 DRY STORM POND PLAN
C15.0 1 WET STORM POND PLAN
S1.0 I SURVEY
AMEI;'IICAN
DATE
5/24/2023
"I`uIL
ENGINEEIF?1ING CO.
207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708
(407) 327-7700
PLAN DATE: 5/24/2023
CERT. OF AUTHORIZATION NO. 8729
C1.0
SEC. A GENERAL CONSTRUCTION NOTES:
1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED ON THE SITE
CONSTRUCTION PLANS.
2. ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT TO INFORMATION SHOWN ON THESE
PLANS AS APPROVED BY THE GOVERNING AUTHORITIES.
3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE FEDERAL AND LOCAL CODES.
ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT THEIR
EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. IT WILL BE THE RESPONSIBILITY OF
OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND AT
THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL ABIDE
BY ALL CONDITIONS CONTAINED THERE IN.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE PRIOR TO
BIDDING AND ACCEPTING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION
OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH
THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS THE CONTRACTOR SHALL
BE RESPONSIBLE FOR CONTACTING THE PROEJCT ENGINEER AND REQUESTING A CLARIFICATION OF THE
PLANS PRIOR TO DEMOLITION.
5. ANY PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN SHALL BE
APPROVED BY THE GOVERNING AUTHORITIES AND THE ENGINEER PRIOR TO THE CHANGE TO
MADE IN THE FIELD.
6. ALL WORK AND MATERIALS FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH THE LINES,
GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS AND
TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS.
7. ANY DISCREPANCY BETWEEN THE CONSTRUCTION INFORMATION SHOWN ON THE PLANS
AND THE ACTUAL FIELD CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ENGINEER'S
ATTENTION. FAILURE TO DO SO AND TO CONTINUE CONSTRUCTION WITHOUT WRITTEN
NOTIFICATION SHALL MAKE THE CONTRACTOR COMPLETELY LIABLE FOR WHATEVER ACTIONS
AND/OR ERRORS THAT MAY SUBSEQUENTLY ARISE.
8. ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN SUBSTANTIAL
CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY CONFLICTS WHICH RESULT
IN CHANGES TO THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN
WRITING PRIOR FOR REVIEW AND APPROVAL PRIOR TO FIELD CHANGES. MINOR ADJUSTMENTS
CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND DEPTHS OF BERMS AND SWALES
MAY BE MADE WITH THE APPROVAL OF THE ENGINEER IF THE BASIC DESIGN INTENT IS MET.
9. THE INTENT AND/OR INTERPRETATION OF THESE CONSTRUCTION PLANS IF REQUIRED, SHALL
BE MADE BY THE ENGINEER OF RECORD. ANY NEED BY THE CONTRACTOR FOR
FOR INTERPRETATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER UPON
DISCOVERY. NO A.D.A. TRAVEL ROUTES SHALL EXCEED A 5% SLOPE. NO A.D.A. PARKING
SPACE SHALL EXCEED A 2% SLOPE IN ANY DIRECTION. DRIVEWAYS CONNECTING TO
EXISTING ROADS/STREETS TO PROPOSED SITE PAVING AREAS SHALL NOT EXCEED AN 8% SLOPE.
VERTICAL CURVES SHALL HAVE A LENGTH OF 20 FT. MIN. AT CREST AND SAG LOCATIONS.
10. ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE APPROVED PLAN
AND/OR PLAT AND PERFORMED BY QUALIFIED PERSONNEL.
/
11. ALL ELEVATIONS REFER TO THE DATUM AS INDICATED ON THE SURVEY (BY OTHERS).
12. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID DISTURBING ANY EXISTING
SURVEY MONUMENTS. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE RESET AT THE
CONTRACTOR'S EXPENSE BY THE PROJECT SURVEYOR.
13. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY AS NECESSARY TO
PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION.
14. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24 HOURS IN ADVANCE
PRIOR TO ANY TESTING AND SUPPLY THE ENGINEER WITH REQUIRED TEST RESULTS.
15. THE DESIGN AND ENGINEERING OF THIS PROJECT IS BASED ON INFORMATION SUPPLIED BY OTHERS.
EASEMENTS OR OTHER ENCUMBRANCES, WHICH MAY EXIST AND NOT SHOW ON THE SURVEY ARE NOT
THE RESPONSIBILITY OF THE ENGINEER.
16. EXITING SOILS CONDITIONS WHICH DIFFER FROM THE SOILS REPORT SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER AT TIME OF DISCOVERY.
17. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS
CONTROLLING POLLUTION OF THE ENVIRONMENT AND EROSION/SEDIMENT CONTROL.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFER AND
RETENTION AND DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL
DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION.
19. ANY FUEL STORAGE AREAS SHALL HAVE PRIOR OWNERS APPROVAL AND APPROPRIATE MEASURES
SHALL BE TAKEN TO INSURE PROTECTION OF GROUNDWATER AND SOIL RESOURCES.
20. SITE WORK PERFORMED ON THIS PROEJCT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING
PERFORMED ON SITE BY OTHER CONTRACTORS TO COORDINATE AND SCHEDULE HIS ACTIVITIES,
WHEN AND WHERE NECESSARY WITH OTHER CONTRACTORS AND UTILITY COMPANIES.
21. THE INFORMATION ON THESE CONSTRUCTION PLANS ARE SUBJECT TO APPROVAL BY THE CITY,
COUNTY, STATE AND FEDERAL AGENCIES. ALL WORK SHALL BE PURSUANT TO APPROVED PLANS
AND ISSUED PERMITS.
22. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH APPLICABLE REGULATIONS.
23. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND
AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO
INSTALLATION OF UNDERGROUND PIPES, FOOTERS OR EXCAVATION. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN
SHOWN ON THESE PLANS. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE ALL NECESSARY
ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY OCCUR DUE TO
TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING UTILITY STRUCTURES OR PROPERTY.
THE CONTRACTOR SHALL COVER THE ENTIRE COSTS OF ALL REPAIRS AND/OR REPLACEMENT.
25. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL
PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS AFFECTED UTILITY COMPANIES IN ORDER
TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF
CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770 OR 811. THE CONTRACTOR IS
IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
26. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS
UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE
APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND
CORRECT WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON -SITE INSPECTION BY THE
THE RESPECTIVE GAS COMPANY PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO CONTACT
THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA.
27. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF THE PROPOSED START OF
WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER,
SEWER, ELECTRIC POWER, TELEPHONE, GAS AND CABLE TV COMPANIES. THE CONTRACTOR SHALL
COORDINATE THE INSTALLATION OF ALL UNDERGROUND CONDUITS (INCLUDING IRRIGATION) PRIOR TO
SUB -BASE CONSTRUCTION.
28. UPON NOTICE FROM THE CONTRACTOR THAT CONSTRUCTION IS COMPLETE AND READY FOR ACCEPTANCE,
THE ENGINEER SHALL MAKE FINAL INSPECTION AND NOTIFY THE CONTRACTOR AND OWNER OF ANY
INCOMPLETE AND/OR DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE
SATISFACTION OF THE ENGINEER AND OWNER. ALL REGULATORY AND GOVERNMENTAL AGENCIES WHICH
REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN CONTACTED BY THE CONTRACTOR AND HAVE INSPECTED
AND APPROVED THE PROJECT PRIOR TO ACCEPTANCE BY THE OWNER.
29. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE
CONSTRUCTION SITE. THE PLANS SHALL BE KEPT IN GOOD ORDER
30. THE CONTRACTOR SHALL PROVIDE COMPLETE "AS -BUILT" INFORMATION TO THE ENGINEER RELATIVE TO
THE LOCATION OF ALL WATER LINES, WATER SERVICES, VALVES, SEWER LINES, SEWER SERVICES,
STORM LINES, INVERTS OF STRUCTURES, FINAL RETENTION AREAS, FINISH PAVEMENT GRADES AND
CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE "AS -BUILT" RECORDS SHALL BE KEPT AT THE
JOB SITE AND UPDATED AS THE PROJECT PROGRESSES. ONE (1) SET OF AS -BUILT PLANS ARE TO
BE PROVIDED TO THE ENGINEER.
31. ENGINEER TO PROVIDE RECORD DRAWINGS AND CERTIFICATIONS TO THE ISSUED PERMITS.
48 HOURS BEFORE DIGGING
CALL TOLL FREE
811
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
SEC. B EARTHWORK:
1. EXISTING TOPOGRAPHY AND CONTOURS ARE BASED ON THE SURVEY (BY OTHERS).
2. A GEOTECHNICAL SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT.
CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE CONSTRUCTION
PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE
CONTRACTOR SHALL REVIEW THE SOILS REPORT PRIOR TO BIDDING.
3. THE CONTRACTOR SHALL READ AND ADHERE TO ALL RECOMMENDATIONS CONTAINED
IN THE SOILS REPORT.
4. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS
PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING
CONSTRUCTION. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE
CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL
CONDITIONS OF THE VEGETATION.
5. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE
AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY.
6. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH
SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.
7. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE
WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION.
8. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED
IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 98% MAXIMUM
DENSITY PER A.A.S.H.T.O. T-180.
9. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE
NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR-
DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPIRATION
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.
10. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SHALL BE PERFORMED
IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, LATEST EDITION.
11. THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE
COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS.
12. FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED
GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE
OTHERWISE SHOWN ON THE GRADING PLAN.
13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST,
MUD AND EROSION DURING CONSTRUCTION AND SHALL PROTECT ALL ADJACENT
PROPERTIES AND RIGHTS -OF -WAY FROM DAMAGE BY EROSION, SEDIMENTATION
OR OTHER POTENTIAL CONSTRUCTION RELATED DUST.
14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE AND SOIL
CONDITIONS AND DETERMINE IF ANY OFF -SITE MATERIALS WILL NEED TO BE IMPORTED TO
ACHIEVE THE GRADES SPECIFIED ON THE PLANS.
15. ALL EXCESS FILL FROM THE SITE SHALL BE STOCKPILED BY THE CONTRACTOR, IN A
LOCATION DETERMINED BY THE OWNER OR THE OWNER'S REPRESENTATIVE AND THE
ENGINEER.
16. ALL AREAS INDICATED SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS
ROOTS, GRASS, WEEDS, RUBBISH, AND ALL OTHER DEBRIS AND OBSTRUCTIONS RESTING
ON OR PROTRUDING THROUGH THE SURFACE OF THE GROUND.
17. PRIOR TO BID PREPARATION THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE
OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED
NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT
AREAS ADEQUACY OF EXISTING MATERIALS AS FILL DEWATERING REQ
UIREMENTS, UIREMENTS CLEAN Q
FILL REQUIRED FROM OFF -SITE AND MATERIALS TO BE DISPOSED OF OFF -SITE
Q , ALL
OF WHICH WILL AFFECT PRICING. ANY DELAY INCONVENIENCE OR EXPENSE
CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING
CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION
WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING
CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR
MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFF -SITE TO MEET THE
REQUIREMENTS FOR COMPACTION AND PROPER FILL.
SEC. C DRAINAGE:
1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT ISSUED FOR THIS PROJECT.
2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
LATEST EDITION.
3. THE ABOVE F.D.O.T. CONSTRUCTION DETAILS ARE HEREBY INCORPORATED
THESE PLANS BY REFERENCE.
4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER-
LINES OF DRAINAGE STRUCTURES AND FROM END OF HEADWALLS AND
MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS
WHEN BIDDING MITERED END SECTIONS.
5. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE
PIPE (ASTM C-76, CLASS III) UNLESS NOTED OTHERWISE.
SEC. D PAVING:
ALL PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH F.D.O.T
CURRENT CONSTRUCTION SPECIFICATIONS.
2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE
GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW
ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING
SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY
STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND
ENTRANCE AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE ADJUSTED IN
THE FIELD TO INSURE A SMOOTH AND UNIFORM CONNECTION. IN THESE AREAS,
IT MAY ALSO BECOME ADVISABLE TO MAKE MINOR FIELD ADJUSTMENTS IN
PAVEMENT GRADES TO ACCOMPLISH GRADE TRANSITIONS.
3. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE
THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO
COORDINATE WITH THE ENGINEER PRIOR TO ANY ELEVATION CHANGES.
4. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT
A PROPOSED JOINTING PATTERN TO THE ENGINEER FOR APPROVAL.
5. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
6. ALL ON -SITE PAVEMENT MARKINGS SHALL BE MADE WITH NON -THERMOPLASTIC PAINT
TO FDOT STANDARD SPECIFICATIONS. PARKING STALL STRIPING TO BE 4" WIDE.
7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS
LESS THAN 12 INCHES. SEE "EXTRA BASE FOR CROSS CULVERTS UNDER
FLEXIBLE PAVEMENT DETAIL."
8. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS.
CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS
"I" CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL
CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED
AT INTERVALS NOT TO EXCEED 10'-O" ON CENTER. CONSTRUCTION OF CURBS
SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION SECTION 520 AND DETAILS PROVIDED ON THE
CONSTRUCTION PLANS.
9. PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE
CONSTRUCTION PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR.
SIGNAGE SHALL BE IN CONFORMANCE WITH MUTCD (LATEST EDITION). A 14 DAY
PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT
MARKINGS. REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH
FDOT INDEX NO. 17352.
10. A MINIMUM OF 2-WAY TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE AREA.
ALL CONSTRUCTION WARNING SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT
OF CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL
BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK AREA.
LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING
CONSTRUCTION.
SEC. E EROSION CONTROL:
1. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED
PRIOR TO ANY CLEARING, GRADING, EXCAVATION, FILLING OR OTHER LAND
DISTURBING ACTIVITIES, EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH
MEASURES OR UNDERGROUND UTILITIES INSTALLATIONS.
2. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE
MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH
AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING
DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT
CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE
NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT
CHECK DAMS, SILT FENCES, SYNTHETIC BAILS. THE MEASURES SHOWN ON THESE
PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE
CONTRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES
NECESSARY TO PROVIDE PROTECTION, EROSION, SEDIMENTATION
AND TURBIDITY.
3. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED
IN ACCORDANCE WITH THE F.D.O.T. MANUAL FOR EROSION CONTROL (LATEST ED.)
4. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE
CONTRACTOR AND NEEDED REPAIRS OR MAINTENANCE SHALL BE COMPLETED BEFORE
WORK STOPS FOR THE DAY.
5. TEMPORARY SEDIMENT TRAPS ARE ACCEPTABLE IF THE INLET IS PROPERLY SCREENED
WITH SYNTHETIC BALES AND LOW ENOUGH IN ELEVATION FOR FOR RUNOFF TO
ENTER THE STRUCTURE.
6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONTINUOUSLY
MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS
PROJECT UNTIL ACCEPTED BY THE OWNER.
7. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES COULD
RESULT IN CONSTRUCTION BEING SUSPENDED BY THE ENGINEER.
8. SEDIMENT BARRIERS SHALL MEET D.O.T STANDARDS.
9. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED
NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD.
10. ALL SEEDING FOR TEMPORARY STABILIZATION SHALL BE DONE AS EACH AREA
IS MADE READY. CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND
SEDIMENTATION AT STORM -WATER DISCHARGE POINTS:
A. CONTRACTOR TO INSTALL FDOT TYPE III SILT FENCES AT SITE DISCHARGE POINTS.
B. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND OUTFALL PIPES
AT INITIAL STAGES OF CONSTRUCTION.
C. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY, PAUSE OR
SUSPENDED (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL
EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER
AFTER GRADING IS COMPLETED.
11. EROSION CONTROL PLAN - ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED
AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR.
THE MODIFICATIONS MUST BE APPROVED BY THE ENGINEER OF RECORD AND IF
SIGNIFICANT, THE PERMITTING AGENCY. NO CONTRACT DELAYS WILL BE ALLOWED
FOR SUCH MODIFICATIONS OR APPROVALS.
12. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF -SITE
OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILDUP OR
EROSION. OUTFALLS SHALL BE PROTECTED THROUGH USE OF ENVIRONMENTAL
CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDIMENT ENTERING THE
IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF -
SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE CONTRACTOR
SHALL USE APPROPRIATE MEASURES AS DIRECTED BY THE PROJECT ENGINEER FOR
OUTFALL PROTECTION.
13. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES 3:1 OR GREATER IN
SLOPE SHALL BE ADEQUATELY PROTECTED FROM EROSION THROUGH THE USE OF
TEMPORARY SODDING UNTIL PERMANENTLY STABILIZED. SUCH SLOPES SHALL NOT
BE LEFT UNPROTECTED MORE THAN 24 HOURS OR PRIOR TO ANTICIPATED RAINFALL
EVENTS.
14. SYNTHETIC HAY BALES - SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A
RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF SITE.
BALES SHALL BE DOUBLE STAKED IN ACCORDANCE WITH FDOT STANDARDS. IF
EROSION DEPOSITS REACH THE NEAR THE TOP OF EXISTING BALES THEN SEDIMENTS
SHOULD BE REMOVED, ANY DAMAGED OR INEFFECTIVE BALES ARE TO BE REPLACED.
THE EXACT LOCATION OF BALE INSTALLATIONS SHALL BE AS DIRECTED BY THE
CONSTRUCTION SUPERINTENDENT.
15. A. BACK OF SIDEWALK OR MEDIAN INLETS - THESE SHALL BE PROTECTED
FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND
OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. SOCK PIPE
SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF SOCK PIPE SHALL
BE PLACED AROUND INLET APPROXIMATELY 4 " OUTSIDE FIRST ROW. BETWEEN
ROWS THERE SHALL BE A DEPRESSIONS TO ACT AS A SEDIMENT BASIN.
COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE
LINE OF SOCK PIPE TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS.
B. CURB INTAKES - THESE INLETS SHALL BE PROTECTED FROM SEDIMENT INTAKE
UNTIL THE PROJECT IS COMPLETE. A SILT FENCE (TYPE III) SHALL BE PLACED
AROUND THE OF THE BACK INLET IMMEDIATELY ADJACENT TO THE EDGE OF THE
THE INLET. ALL EXPOSED SLOPED MATERIAL ADJACENT TO THE INLET SHALL BE
BE COVERED WITH EROSION CONTROL SOD TO MINIMIZE SEDIMENT ENTERING THE
NEW INLET.
16. STOCKPILED MATERIALS SHALL NOT BE LEFT IN EROSION PRONE AREAS TO NEXT
TO A KNOWN WETLAND.
17. DAILY INSPECTION OF ALL EROSION CONTROL MEASURES AND CONDITIONS OF
ADJACENT PROPERTIES SHALL BE PERFORMED BY THE CONTRACTOR. ANY AREAS OF
CONCERN SHALL BE NOTED AND CORRECTED. ANY SIGNIFICANT EROSION AREAS ARE
TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD.
SEC. F DRY POND & SWALE RETENTION AREAS:
1. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS
FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND FIELD CHANGES.
BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO BE CHECKED AFTER
RAINFALL EVENTS FOR EROSION PROBLEMS.
2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL SYSTEMS AS
REQUIRED FOR CONTINUED FUNCTION. RE -GRADE IF REQUIRED, TO MAINTAIN DESIGN
CONFIGURATION. ADD SOD AND SILT FENCES AS REQUIRED TO PREVENT SOIL AND
SILT FROM EXITING THE SITE.
3. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED OVERGROWTH AND PROMOTE
TURF GROWTH.
4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION OF DEBRIS AND TRASH.
PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION AREAS AND
CONVEYANCE SWALES.
5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT AND REMOVE.
6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY RETENTION
AREA. THE RETENTION AREAS SHALL PERCOLATE THE DESIGN WATER QUALITY VOLUME
WITHIN 72 HOURS OF THE END OF RAINFALL EVENT. BOTTOM MAINTENANCE SHALL
BE PERFORMED AS REQUIRED BY EXERCISING THE FOLLOWING PROCEDURE:
A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND SCARIFY.
B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO DESIGN GRADE
AND SEED AND MULCH OR COVER WITH NON -MUCK GROWN SOD.
SEC. G WORKS IN PUBLIC RIGHT-OF-WAY:
1. ALL LOCAL, STATE AND FEDERAL ORDINANCES, POLICIES AND/OR OTHER REGULATIONS
REGARDING TRAFFIC AND PEDESTRIAN TEMPORARY BARRICADES, LIGHTS, SIGNALS,
SIGNAGE ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SAFE AND
CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT SHALL
BE MAINTAINED BY THE CONTRACTOR.
2. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN
ALL BARRICADES, WARNING SIGNS, AND MARKINGS FOR HAZARDS AND THE CONTROL
OF TRAFFIC IN REASONABLE CONFORMITY WITH THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS OR AS DIRECTED BY F.D.OT. AND LOCAL
TRAFFIC ENGINEER SUCH AS TO EFFECTIVELY PREVENT ACCIDENTS IN ALL PLACES
WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORMAL TRAFFIC OR CONSTITUTES
IN ANY WAY A HAZARD TO THE PUBLIC.
3. THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS
AND ALL SUPPLIERS TO ASSURE THE LEAST INCONVENIENCE TO THE TRAVELING PUBLIC.
THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULAR
TRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETY AND CONVENIENCE OF THE
TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES, SAFETY SHALL BE THE MOST
IMPORTANT CONSIDERATION.
4. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAULING
OF MATERIALS IN PUBLIC ROADS BEYOND THE LIMITS OF THE WORK. A SPECIAL
PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE WHICH MAY
RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT.
5. ALL STRIPING SHALL BE THERMOPLASTIC AND SHALL MEET THE REQUIREMENTS OF FDOT
SPECIFICATIONS AND SUPPLEMENTS.
6. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATIONS
AND SUPPLEMENTS.
7. ALL SIGNS WITHIN FDOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FDOT
SPECIFICATIONS AND SUPPLEMENTS.
8. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH CURRENT
FDOT STANDARDS.
9. STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH
FDOT STANDARD INDEX NO. 17346.
10. SIGNS WITHIN FDOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
FDOT STANDARD INDEX NO. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH
FDOT STANDARD INDEX NO. 17302.
11. SIGNING AND STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
12. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY SHALL CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION LATEST EDITION.
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS
ON STATE MAINTAINED SYSTEMS. (AKA: STANDARD INDEX) COMPLIANCE WITH ALL
APPLICABLE FDOT INDEXES IS REQUIRED.
13. THE MAINTENANCE OF TRAFFIC IS TO BE PER APPLICABLE FDOT INDEX DESIGN.
SEC. H SAFETY:
1. DURING THE CONSTRUCTION AND/ OR MAINTENANCE OF THIS PROJECT. ALL SAFETY
REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS
REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE
TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS
SHALL CONFORM TO THE PROVISIONS SET FORTH BY CURRENT OSHA STANDARDS.
2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF
FLORIDA MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS.
3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED
FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER
OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
SEC. K WATER DISTRIBUTION:
1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE LOCAL UTILITIES PROVIDER REQUIREMENTS,
FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION, AND HEALTH DEPT.
REQUIREMENTS.
2. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION
SHALL BE NEW HIGH GRADE AND FREE FROM DEFECTS.
3. PRESSURE AND LEAKAGE TESTS FOR NEWLY -INSTALLED WATER DISTRIBUTION
SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED
IN CONFORMANCE WITH F.D.E.P AND LOCAL UTILITIES PROVIDER.
4. ALL WATER LINES SHALL BE INSTALLED IN A DRY TRENCH.
5. PRESSURE AND LEAKAGE TESTS FOR NEWLY -INSTALLED WATER DISTRIBUTION
SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED
IN CONFORMANCE WITH CITY, COUNTY AND FDOT STANDARDS. POTABLE
WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF TESTS
IS TO BE 2 HOURS. TESTS TO BE CONDUCTED PURSUANT TO AWWA C605.
6. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651
STANDARD PROCEDURES FOR DISINFECTING WATER MAINS.
7. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE.
8. PRIOR TO THE CONNECTION TO ANY EXISTING MAIN, THE PROPOSED WATER
MAIN SHALL BE DISINFECTED, HAVE ENGINEER APPROVED PRESSURE TESTING
AND HAVE FDEP CLEARANCE. REFER TO FDEP PERMIT FOR ANY ADDITIONAL
REQUIREMENTS.
9. THE WATERMAINS SHALL BE INSTALLED AS NOTED ON THE PLANS. WHERE APPLICABLE,
A SEPARATION BETWEEN WATERMAINS, SEWER, RE -USE OR STORM PIPES SHALL MEET OR
EXCEED THE REQUIREMENTS OF F.D.E.P.
LEGEND
PROPERTY LINE
LOT LINE
SEC. L DEMOLITION:
PROPOSED BUILDING
1,
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES FOR PERFORMING
THE DEMOLITION WORK AND SHALL FURNISH A COPY OF SAME TO THE ENGINEER PRIOR
TO COMMENCING THE WORK. THE CONTRACTOR SHALL COMPLY WITH THE
SETBACK LINE
REQUIREMENTS OF THE PERMITS.
2.
THE CONTRACTOR SHALL MODIFY ALL UTILITY COMPANIES OR LOCAL AUTHORITIES
WATER SURFACE
FURNISHING GAS, WATER, ELECTRICAL, TELEPHONE, OR UTILITY/SEWER SERVICE. SO THEY
CAN REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN ORDER TO
FACILITATE DEMOLITION.
PROPOSED EDGE OF PAVEMENT EOP
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3.
THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN ON
THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENT NOT SHOWN. THE
PROPOSED 6"X16" CONC. CURB
CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REPAIRS OF UTILITIES AND OTHER
IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT
PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO
PROPOSED TYPE F CURB
PROTECT THE PUBLIC DURING CONSTRUCTION.
4.
THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND
PROPOSED 24" MAIMI CURB
UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY
DAMAGE AS DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER.
5.
THE CONTRACTOR TO REMOVE ALL BUILDING STRUCTURES MARKED FOR DEMOLITION WHICH
PROPOSED ASPHALT PAVEMENT
INCLUDES ALL FOOTERS ASSOCIATED WITH THE STRUCTURE, SEPTIC SYSTEMS AND WATER LINES
TO THE METER LOCATION, LATERALS TO THE RIGHT-OF-WAY LINE (CAP PRIOR TO BACKFILLING
THE TRENCH), AND ALL UNDERGROUND ELECTRICAL WIRING NOT ASSOCIATED WITH THE
PROPOSED CONCRETE PAVING
APPROPRIATE POWER COMPANY.
6.
THE CONTRACTOR SHALL REMOVE ALL PAVING MARKED FOR DEMOLITION WHICH INCLUDES
PROPOSED GRAVEL/SHELL PAVEMENT
ALL ASPHALT, CONCRETE, BASE, GRAVEL, BRICK AND SIDEWALK.
7.
THE CONTRACTOR SHALL REMOVE ALL TREES MARKED FOR REMOVAL WHICH INCLUDES THE
ROOTS ASSOCIATED WITH THE TREE. THE TREES NOT MARKED FOR REMOVAL SHALL BE
PROPOSED HANDICAPED SPACE
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PROTECTED IN ACCORDANCE WITH THE TREE PROTECTION DETAILS.
8.
THE CONTRACTOR IS TO REMOVE ALL UNSALVAGEABLE MATERIALS AND YARD WASTE FROM
THE SITE IMMEDIATELY AND DISPOSE OF IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,
SANITARY MANHOLE
STATE, AND LOCAL REGULATIONS.
9.
THE CONTRACTOR SHALL SAW -CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED
SANITARY SEWER MAIN
FOR DEMOLITION PRIOR TO ITS REMOVAL TO ENSURE THAT THE EDGE OF THE INTERFACE
BETWEEN OLD AND NEW PAVEMENT IS STRAIGHT, UNIFORM AND EVEN IN ELEVATION.
SANITARY SEWER FORCEMAIN
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SINGLE WATER SERVICE
1. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER,
RETEST AND/OR PERFORM ANY ACTION NECESSARY TO ENSURE THAT THE
DOUBLE WATER SERVICE
IMPROVEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
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WORK ON THE NEXT ITEM OF WORK, I.E. SUBGRADE PRIOR TO CURB.
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STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA).
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THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.
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4. FLORIDA LAW (533.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN
PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHT-OF-WAY OR UTILITY EASEMENTS
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CURB INLET TYPE P-1
ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUITABLE
MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEWER LINES IN
ACCORDANCE WITH ASTM D-2321.
3. ALL SANITARY SEWER MAINS AND LATERALS WITH IN THE R.O.W. SHALL HAVE
CURB INLET TYPE P-2
A MINIMUM OF 36 INCHES OF COVER.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO
EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY
CURB INLET TYPE P-3
LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY
OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES.
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CURB INLET TYPE P-4
5. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
6. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS,
SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD
P-5 INLET
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DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY
SEWER MAINS AND SERVICES. THE CONTRACTOR SHALL PROVIDE ONE (1) COPY
OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.
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7. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON
ALL GRAVITY SEWER IN ACCORDANCE WITH THE REGULATION AGENCY HAVING
CONCRETE MITERED END
JOHN J.
HERBERT
IV, P.E.
JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE TESTING COMPANY.
LIC # 84698
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
8. ALL FORCEMAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST
CONTROL STRUCTURE
5/24/2023
IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID
TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED
GENERAL NOTES
TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION
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WINGED CONCRETE ENDWALL
OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
PROJECT NO. 22640
CONCRETE FLUME W/ RUBBLE RIP RAP
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4' (MINIMUM)
"SWPPP INFORMATION" ----SWPPP INFORMATION
MUST BE DISPLAYED
PROMINENTLY ACROSS
THE TOP OF THE SIGN, AS
SHOWN IN THE DETAIL.
COPY OF COPY OF
GENERAL CONSTRUCTION
CONTRACTOR NOI SITE NOTICE
SIGN TO BE CONSTRUCTED OF A
RIGID MATERIAL, SUCH AS
PLYWOOD OR OUTDOOR SIGN COPY OF
BOARD. SIGN MUST BE FIDEP GENERIC
COPY OF COPY OF PERMIT COVERAGE
CONSTRUCTED IN A MANNER TO GENERAL SOUTH FLORIDA FOR DISCHARGE OF
PROTECT DOCUMENTS FROM CONTRACTOR WATER PRODUCED
DAMAGE DUE TO WEATHER (WIND, PERMIT MANAGEMENT GROUNDWATER
SUN, MOISTURE, ETC.). AUTHORIZATION DISTRICT PERMIT FROM ANY
NON -CONTAMINATED
SITE ACTIVITY.
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DETAILED DESCRIPTION OF THE LOCATION OF
THE SWPPP DOCUMENTATION ON THE SITE.
GROUND SURFACE
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0' 40' 80' 160'
Scale: 1 inch = 80 feet
NOTES:
1) THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT
IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY
HAZARD.
2) ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES
THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT.
3) CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED
PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY.
4) SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE
GOVERNING AGENCY.
5) CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN.
IIPIIPIIP INFORMATION SIGN
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��6. _ _ 5. NON-STORMWATER DISCHARGES:
j i j 11 IT IS ANTICIPATED THAT THE FOLLOWING NON-STORMWATER DISCHARGES MAY OCCUR FROM
F
THE SITE DURING THE CONSTRUCTION PERIOD:
12.9' 1 24-0.2 1 -34.1
1. WATER FROM LINE FLUSHINGS
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�N �.1
'•e ¢ o HAVE OCCURRED)POST
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J 0 4. ROUTINE EXTERNAL BUILDING WASHDOWN WHICH DOES NOT USE DETERGENTS
_ N M 5. IRRIGATION DRAINAGE
130, LR15' 1 �► l 2 O ,
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RF •ti°a ti E S OCCUR, THEY WILL BE DIRECTED TO THE TEMPORARY SEDIMENT BASIN
� IF SAID DISCHARGES D ,
Wa T-1 iCKN-ES 8' PRIOR TO DISCHARGE
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eo°e°PP^ Ma�R,°
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� i i ti9Q °k s_ i ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED ABOVE MUST SIGN THE FOLLOWING
\;`�'• `ti`� `� ti� "tip o"sIEE, CERTIFICATION:
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- °FTMES°°�°^�" � "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS
NR - sTM -STM a j� AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE
STM STM STM STM, STM STM ST STM -� FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION
PREVENTION PLAN PREPARED THEREUNDER." -
- -- 111=III-111
PPPNOTES:
1. SITE DESCRIPTION: PROPOSED 4 LOT MASTER STORM POND AND 1500 LF ROAD WITH UTILITIES
1.A. NATURE OF CONSTRUCTION ACTIVITY:
CONSTRUCTION OF WET AND DRY POND ALL WITH 1500 LF ROAD CONSISTING OF DEMO NATURAL FEATURES
GRADING, UNDERGROUND UTILITIES, AND LANDSCAPING PER APPROVED SITE PLANS.
1.B. SEQUENCE OF SOIL DISTURBANCE:
1. PREPARE SITE AND INSTALL STABILIZED CONSTRUCTION ENTRANCE.
2. INSTALL PERIMETER SEDIMENT AND EROSION CONTROLS INCLUDING SILT FENCE AS SHOWN ON THE
SWPPP PLAN.
3. DEMO NATURAL FEATURES AND REMOVE ENCOUNTERED MUCK
4. INSTALL ROAD, STORM SEWER AND UTILITIES.
5. STABILIZE SITE WITH SEED OR SOD WHERE APPLICABLE.
1.C. AREA ESTIMATE:
TOTAL SITE AREA: 16.65 ACRES
DISTURBED SITE AREA: 6.28 ACRES
1.D. SOILS:
THE SOILS AS REPORTED IN THE USDA NRCS SOIL SURVEY REPORT FOR OKEECHOBEE COUNTY IS:
#6 MANATEE LOAMY FINE SAND - HYDRAULIC GROUP B/D
#11 IMMOKALEE FINE SAND - HYDRAULIC GROUP B/D
1.E. DRAINAGE AREA FOR EXISTING DISCHARGE POINT: 16.241 ACRES
DRAINAGE AREA FOR PROPOSED DISCHARGE POINT: 16.650 ACRES
1.F. LATITUDE AND LONGITUDE OF EXISTING DISCHARGE POINT:
DISCHARGE POINT LAT: 27' 14' 49" N
DISCHARGE POINT LONG: 80' 49' 02" W
1.G. LATITUDE AND LONGITUDE OF PROPOSED DISCHARGE POINT:
DISCHARGE POINT LAT: 27' 14' 50" N
DISCHARGE POINT LONG: 80' 48' 59" W
DISCHARGES TO MANMADE DITCH
2. CONTROLS
2.A. EROSION AND SEDIMENT CONTROLS:
2.A.1 STABILIZATION PRACTICES:
1. TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S
RECOMMENDATIONS TO ANY DISTURBED AREAS THAT ARE INACTIVE FOR MORE THAN 7 DAYS.
2) MULCHING PRACTICES AND SOD SHALL BE APPLIED TO PARKING LOT ISLANDS.
3) FILTER FABRIC SHALL BE PLACED UNDER THE ROCK ENTRANCE/EXIT.
2.A.2 STRUCTURAL PRACTICES:
1. PRIOR TO CLEARING, A SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER OF THE SITE.
2. DURING THE CLEARING, GRUBBING, AND SITE GRADING STAGES, AREAS TO BE DISTURBED
MORE THAN 21 DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED PER THE
MANUFACTURE'S SPECIFICATIONS. AFTER SEEDING, EACH AREA SHALL BE MULCHED WITH
4,000 POUNDS OF STRAW PER ACRE. A ROCK CONSTRUCTION ACCESS ROAD SHALL BE
CONSTRUCTED TO MINIMIZE THE EFFECTS OF TRUCK TRAFFIC AND SEDIMENTATION TRACKING
BOTH ON AND OFF THE SITE. ONLY ONE CONSTRUCTION ENTRANCE IS PROPOSED.
TEMPORARY BARRICADES SHALL BE INSTALLED AT THE EXISTING CURB CUT ALONG EAST GATE
DRIVE TO PREVENT TRAFFIC FLOW.
5. OTHER: PORT-O-LETS WILL BE PLACED AWAY FROM THE STORM SEWER SYSTEMS AND STORM
EROSION
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T R L NOTES:
CONTROL
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INLETS. NO VEHICLE MAINTENANCE SHALL BE CONDUCTED ON -SITE. A WASHDOWN AREA
SHALL BE DESIGNATED AT ALL TIMES AND WILL NOT BE LOCATED IN ANY AREA THAT WILL
ALLOW FOR THE DISCHARGE OF POLLUTED RUNOFF. A SMALL VEGETATED BERM SHALL BE
1.
NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN
3. AFTER ALL INITIAL SITE GRADING WORK, ALL PROPOSED INLETS/OUTFALLS, ONCE INSTALLED,
PLACED AROUND THE WASHDOWN AREA.
INSTALLED.
SHALL BE PROTECTED FROM EROSION AND SEDIMENT RUNOFF BY THE USE OF THE INLET
2.
ALL EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 14 DAYS OF FINAL GRADING.
PROTECTION DESIGNATED ON THE SITE MAP. DISTURBED PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED SHALL BE STABILIZED WITH SEED
3. MAINTENANCE:
3.
SHOULD CONSTRUCTION STOP FOR LONGER THAN 7 DAYS, THE SITE SHALL BE SEEDED AS
OR SOD AS INDICATED ON THE SITE MAP NO LATER THAN 14 DAYS AFTER THE LAST
1. SILT FENCE SHALL BE INSPECTED AT LEAST WEEKLY. ANY REQUIRED REPAIRS SHALL BE MADE
SPECIFIED.
CONSTRUCTION ACTIVITY. SEEDING SHALL BE THE SAME AS IN TEMPORARY SEEDING.
IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH APPROXIMATELY
4.
MAINTENANCE OF EROSION CONTROL MEASURES SHALL OCCUR AFTER EACH RAIN AND AT LEAST
ONE-HALF THE HEIGHT OF THE BARRIER.
ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT THAT IS 0.50 INCHES OR
4. ALL INSTALLATION SHALL BE COMMENCED AS DEPICTED ON THE SITE MAPS AND EROSION
2. MAINTENANCE SHALL BE PERFORMED ON THE ROCK ENTRANCE WHEN ANY VOID SPACES ARE
GREATER.
CONTROL DETAIL SHEET.
FULL OF SEDIMENT.
5.
THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL
REINFORCEMENT NETTING
FILTER FABRIC
DIRECTION
OF FLOW
RANULAR BACKFILL
NATIVE SOIL
-6"x6" TRENCH
BOTTOM 6" OF
FILTER FABRIC
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3. INLETS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAIN EVENT AND ANY REPAIRS SHALL
NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. S I LT BARRIER DETAIL
2.B. PERMANENT STORMWATER MANAGEMENT CONTROLS:
BE PERFORMED IMMEDIATELY.
6. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
1. EXISTING PERMANENT STORMWATER DETENTION POND HAS BEEN DESIGNED TO TREAT AND
4. BARE AREAS OF THE SITE THAT WERE PREVIOUSLY SEEDED SHALL BE RE -SEEDED PER
7. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NOT TO SCALE
ATTENUATE THE REQUIRED VOLUME GENERATED BY THE SITE LAYOUT.
MANUFACTURES' INSTRUCTIONS.
NECESSARY BY ONSITE INSPECTION.
2. CATCH BASINS AND STORM SEWER SYSTEM TO BE INSTALLED ON -SITE TO PROVIDE POSITIVE
5. MULCH AND SOD THAT HAS BEEN WASHED OUT SHALL BE REPLACED IMMEDIATELY.
8. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN
DRAINAGE OF THE ENTIRE SITE TO THE STORMWATER POND.
RECEIVED BY GOVERNING AUTHORITIES.
9• IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR
ALL MEASURES ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION PLAN,
NIGHTFALL, THE PIPE END SHALL BE COVERED WITH FILTER FABRIC.
2,C. CONTROLS FOR OTHER POLLUTANTS
SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A
10. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH
1. WASTE DISPOSAL: ALL WASTE WILL BE DISPOSED OF IN AN APPROPRIATE LEGAL MANOR, AND
COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. CONTROLS ARE TO BE
REPLACED OR REPAIRED IF IN A SUBSTANDARD CONDITION. ALL MAINTENANCE MODIFICATIONS
PERMANENT SOIL STABILIZATION.
COMPLY WITH THE CITY OF ORLANDO ORDINANCES FOR WASTE DISPOSAL AND COMMERCIAL
ARE TO BE NOTED, ON PLANS, AS THEY OCCUR.
11. NO PERSON SHALL CAUSE, LET, SUFFER, ALLOW, OR PERMIT THE EMISSIONS OF UNCONFINED PARTICULATE
SITE DEVELOPMENT.
MATTER FROM ANY ACTIVITY, INCLUDING VEHICULAR MOVEMENT; TRANSPORTATION OF MATERIALS; CONSTRUCTION,
ALTERATION, DEMOLITION OR WRECKING; OR INDUSTRIALLY RELATED ACTIVITIES, SUCH AS LOADING, UNLOADING,
2. VEHICLE TRACKING: OFF SITE VEHICLE TRACKING OF SEDIMENTS AND DUST GENERATION WILL
4. INSPECTIONS:
STORING, OR HANDLING; WITHOUT TAKING REASONABLE PRECAUTIONS TO PREVENT SUCH EMISSIONS INCLUDING
BE MINIMIZED VIA A ROCK CONSTRUCTION ENTRANCE, DAILY SWEEPING AND THE USE OF
BUT NOT LIMITED TO APPLICATION OF WATER, DUST SUPPRESSANTS, PLANTING OF VEGETATION, POINT OF ACTIVITY
WATER TO KEEP DUST DOWN.
A QUALIFIED INSPECTOR SHALL INSPECT ALL POINTS OF DISCHARGE INTO SURFACE WATERS OF
CONTROLS (HOODS, FILTERS, ETC) AND OTHER MEASURES
JOHN J. HERBERT IV, P.E.
THE STATE OR AND MS4; DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN
LIC # 84698
3. FERTILIZERS, HERBICIDES, AND PESTICIDES: FERTILIZERS AND PESTICIDES WILL BE USED AT A
FINALLY STABILIZED; AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO
12. USE CAUTION TO PREVENT EROSION DURING CONSTRUCTION ALONG THE BOUNDARY OF THE PROPERTY AND
MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURER'S SUGGESTED APPLICATION RATES.
PRECIPITATION; STRUCTURAL CONTROLS; AND, LOCATIONS WHERE VEHICLES ENTER OR EXIT
INTO ALL DRAINAGE FACILITIES AND DITCHES. CONSTRUCTION WILL REQUIRE BEST MANAGEMENT PRACTICES (BMPS)
THE FERTILIZERS AND PESTICIDES SHALL BE STORED IN A COVERED SHED.
THE SITE, AT LEAST ONCE EVERY CALENDAR DAY AND WITHIN 24 HOURS OF THE END OF A
FOR EROSION CONTROL. MINIMIZE THE EXTENT OF AREA EXPOSED AT ONE TIME, APPLY PERIMETER CONTROLS WHERE NECESSARY,
5/24/2023
STORM THAT IS 0.50 INCHES OR GREATER. A REPORT SUMMARIZING THE SCOPE OF THE
AND PERFORM MAINTENANCE CHECKS EVERY SEVEN (7) DAYS AND AFTER EVERY 1/2 INCH RAIN. THE CONSTRUCTION ENTRY AREA
INSPECTION SHALL BE MADE AND RETAINED IN THE CONSTRUCTION TRAILER AS PART OF THE
SWPP PLAN
4. TOXIC SUBSTANCES: ALL PAINTS AND OTHER CHEMICALS WILL BE STORED IN A LOCKED
STORMWATER POLLUTION PREVENTION PLAN.
SHALL BE DESIGNED TO PREVENT TRUCKS FROM TRACKING SOIL ONTO LOCAL ROADS AND THE AFFECTED STORM DRAINAGE SYSTEM
COVERED SHED.
SHALL BE PROTECTED . THIS MAY REQUIRE PERIODIC STREET SWEEPING.
PROJECT NO.22640
13. SOLID WASTE DISPOSAL - ANY MISCELLANEOUS GARBAGE, HAZARDOUS WASTE, YARD WASTE (INCLUDING EXCESS FERTILIZERS,
HERBICIDES AND PESTICIDES), AND CONSTRUCTION OR DEMOLITION DEBRIS SHALL BE DISPOSED OF OFF -SITE ACCORDING TO THE
SOLID WASTE AND HAZARDOUS WASTE REGULATIONS. RECYCLING OF MATERIALS IS ENCOURAGED IF APPLICABLE. CALL THE ORANGE
C3.0
COUNTY SOLID WASTE HOTLINE AT 407-836-6601 FOR INFORMATION
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DEVELOPMENT INFORMATION
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PROJECT NAME: PARK STREET COMMERCE CENTER
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TAX ID NUMBER: 2-15-37-35-OA00-00009-A000 0.485 AC
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TOTAL DEVELOPMENT AREA: 16.151 AC
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EXISTING USE: VACANT
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MAX. BUILDING HEIGHT: 45 ft.
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THIS PROJECT WILL BE CONSTRUCTED IN ONE PHASE. INDIVIDUAL LOTS TO BE PERMITTED INDIVIDUALLY AT SEPARATE DATE
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ON -SITE SOILS CONSISTS OF #6 MANATEE LOAMY FINE SAND & #11 IMMOKALEE FINE SAND - HYDRAULIC GROUP B/D
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DRAINAGE DESIGN TO MEET CITY OF OKCHOBEE AND SFWMD REQUIREMENTS.
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FREESTANDING MONUMENT SIGN ALLOWED PER 90-571 OF COUNTY CODE, 64 SF FACE, 8 FT HEIGHT
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® VICINITY MAP N.T.S.
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LIC # 8L698
5/24/2023
SITE PLAN
PROJECT NO.22640
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ELEVATIONS BASED ON NAVD 88, BASE ELEVATIONS PROVIDED BY BSIV & ASSOCIATES
PAVING SPECIFICATIONS - ASPHALT SURFACE/CONC. FINES BASE: GRADING NOTES
SPECIFICATIONS FOR THE PARKING AREA AND DRIVES ARE AS FOLLOWS: 1. ALL MATERIALS AND CONSTRUCTION METHODS TO MEET CURRENT FDOT STANDARDS AND SPECIFICATIONS.
SURFACE COURSE: 2. STABILIZE ALL DISTURBED AREAS
A). 1.50" FDOT ASPHALT CONCRETE TYPE 9.5, COMPACTED TO A MIN. OF 95% OF
THE MARSHALL DESIGN DENSITY. AFTER PLACEMENT AND FIELD COMPACTION,
THE WEARING SURFACE SHOULD BE CORED TO EVALUATE MATERIAL THICKNESS
AND TO PERFORM LABORATORY DENSITIES. CORES SHOULD BE TAKEN AT A
FREQUENCY OF ONE (1) CORE PER 10,000 SF OF PLACED PAVEMENT.
BASE REQUIREMENTS:
A). 8" PLACED RECYCLED CRUSHED CONCRETE FINES COMPACTED TO A MINIMUN DENSITY
OF 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY
SUB -BASE REQUIREMENTS: FOR CRUSHED CONCRETE FINES BASE
A). 12" STABILIZED SUBGRADE TO HAVE A MIN. FBV=75 AND BE COMPACTED TO AT
LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY �ASTM D 1557) VALUE.
LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D 1557) VALUE.
Structure Table
Structure Name
Structure Details
ST-1
RIM = 21.17
FDOT P-2
SUMP = 17.17
curb inlet
Pipe - (1) INV OUT = 18.17
RIM = 22.43
SUMP = 17.62
ST-3
4' dia manhole
Pipe - (2) INV IN = 17.63
Pipe - (3) INV OUT = 17.62
RIM = 21.17
ST-2
SUMP = 18.10
FDOT P-2
curb inlet
Pipe - (1) INV IN = 18.11
Pipe - (2) INV OUT = 18.10
RIM = 21.00
ST-10
FDOT Type-D
SUMP = 18.25
inlet
Pipe - (9) INV OUT = 18.25
RIM = 20.56
SUMP = 17.10
ST-4
FDOT P-2
Pipe - (3) INV IN = 17.11
curb inlet
Pipe - (9) INV IN = 17.20
Pipe - (4) INV OUT = 17.10
RIM = 20.56
ST-5
SUMP = 17.02
FDOT P-2
Pipe - (4) INV IN = 17.03
curb inlet
Pipe - (5) INV OUT = 17.02
RIM = 19.34
ST-11
SUMP = 16.59
FDOT Type-D
Pipe - (5) INV IN = 16.59
inlet
Pipe - (8) INV OUT = 16.59
STx
RIM = 19.25
FDOT Type-D
SUMP = 15.25
inlet
Pipe - (10) INV OUT = 15.25
RIM = 18.91
ST-12
SUMP = 16.16
FDOT Type-D
Pipe - (8) INV IN = 16.16
inlet
Pipe - (6) INV OUT = 16.16
RIM = 18.75
ST-8
SUMP = 16.00
FDOT Type-D
Pipe - (6) INV IN = 16.00
inlet
Pipe - (7) INV OUT = 16.00
ST-9
RIM = 18.18
M.E.S.
Pipe - (7) INV IN = 15.85
ST-x
RIM = 16.79
M.E.S.
Pipe - (10) INV IN = 15.00
ST-13
RIM = 15.64
M.E.S.
Pipe - (11) INV IN = 14.14
ST-14
RIM = 15.50
M.E.S.
Pipe - (11) INV IN = 14.00
Pipe Table
Pipe Name
Size
Length
Slope
Pipe - (1)
18"
30.41
0.20%
Pipe - (2)
24"
314.63
0.15%
Pipe - (3)
24"
252.75
0.20%
Pipe - (4)
24"
33.54
0.21 %
Pipe - (5)
24'
213.06
0.20%
Pipe - (6)
24"
79.00
0.20%
Pipe - (7)
24"
72.34
0.21 %
Pipe - (8)
24"
212.89
0.20%
Pipe - (9)
24"
20.59
5.10%
Pipe - (10)
1811
41.94
0.60%
Pipe - (11)
1811
71
0.20%
Pipe material FDOT concrete or ADS HP Storm
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LP STA = 2+70.92
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A.D. = 1.64%
K = 121.96
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PROJECT NO.22640
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PLAN PROFILE 2
PROJECT NO.22640
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5/24/2023
PLAN PROFILE 3
PROJECT NO.22640
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1 — 4" 45' BEND (36" MIN COVER)
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A) 8" TAP ON EXISTING 12" W.M.
B) PROPOSED FIRE HYDRANT ASSEMBLY
C) PROPOSED 2" WATER METER
D) EXISTING 4" WATER METER
E) EXISTING FIRE HYDRANT TO BE RELOCATED
F) PROPOSED 8" GATE VALVE
G) SAMPLE POINT WATER
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Scale: 1 inch = 40 feet
Structure Table
Structure Name
Structure
Details
RIM =
21.50
LIFT
SUMP
= 11.41
Pipe
- (9) INV IN = 11.41
RIM =
18.84
SAN-1
SUMP =
13.50
4' dia manhole
Pipe -
(8) INV
OUT = 13.50
RIM =
18.26
SUMP =
12.68
SAN-2
Pipe
- (8) INV IN = 12.78
4' dia manhole
Pipe
- (10) INV IN = 12.78
Pipe -
(9) INV
OUT = 12.68
RIM =
18.03
SAN-3
SUMP =
14.03
4' dia manhole
Pipe -
(10) INV
OUT = 14.03
Pipe Table
Pipe Name
Size
Length
Slope
Pipe - (A)
811
143.43
0.50%
Pipe - (B)
8"
218.45
0.58%
Pipe - (C)
8"
250.72
0.50%
Pipe material PVC SDR-26
FIRE DEPARTMENT NOTES
FIRE DEPARTMENT ACCESS ROADS PROVIDED AT THE START OF A PROJECT AND
SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. (NFPA 1,16.4).
A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE
AS SOON AS COMBUSTIBLE MATERIAL ACCUMULATES. THIS APPLIES TO BOTH COMMERCIAL AND RESIDENTIAL
DEVELOPMENTS. (NFPA 1, 16.4.3.1.1).
WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED,
® COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION WORK. (NFPA 16.4.3.1.3)
FIRE FLOW TESTING SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 291, RECOMMENDED
PRACTICE FOR FIRE FLOW TESTING
A 36" CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE HYDRANTS AND A CLEAR
SPACE OF NOT LESS THAN 60" (1524mm) SHALL BE PROVIDED IN FRONT OF EACH HYDRANT CONNECTION
HAVING A DIAMETER GREATER THAN 2.5" NFPA 1, 18.5.7.
HYDRANT SHALL BE MARKED WITH A BLUE REFLECTOR THAT IS PLACES 6" IN THE ROADWAY IN ACCORDANCE WITH
NFPA 1, CHAPTER 18.5.10 (2018).
DURING CONSTRUCTION, WHEN COMBUSTIBLES ARE BROUGHT ON TO THE SITE, ACCESS ROADS AND A SUITABLE TEMPORARY
OR PERMANENT SUPPLY OF WATER ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE PROVIDED AND MAINTAINED, NFPA 1 (7TH 2O18 EDITION).
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5/24/2023
UTILITY PLAN
PROJECT NO.22640
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3" CONT. RIM
-' 3" MULCH
SPECIFIED PLANTING MIX
WATER & TAMP TO
REMOVE AIR POCKETS
SHRUB
PLANTING DETAIL
STAKE TO FIRST BRANCHES
AS NECESSARY FOR
FIRM SUPPORT
WIRE SHALL NOT TOUCH
OR RUB ADJACENT
TRUNKS or BRANCHES
PROVIDE THREE
2" x 2" HARDWOOD STAKES
DRIVEN FIRMLY A MINIMUM OF
18" INTO THE SUB GRADE
PRIOR TO BACK FILLING.
2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
IN RUBBER HOSE 6 — 9"
FROM TOP OF STAKE
2 WIRE SUPPORTS SHALL BE
FORM SAUCER WITH USED ON MAIN STRUCTURAL
3" CONT. RIM �� BRANCHES
WATER & TAMP TO
REMOVE AIR POCKETS SUB GRADE
SPECIFIED PLANTING MIX
WATER & TAMP TO
REMOVE AIR POCKETS
MULTI —TRUNK TREE STAKING
MULCH
PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE
FINISHED GRADE SPREAD
PAINT ALL CUTS OVER 1" DIA..
2 STRAND TWISTED 12 GAUGE
GALV. WIRE ENCASED IN 1" DIA..
RUBBER HOSE ERALL HT.
HARDWOOD STAKES
3 STAKES OF 2" x 2" TO BE FORM SAUCER
DRIVEN MIN 16" FIRMLY WITH 3" CONT. RIM
INTO SUBGRAD PRIOR MULCH IF TO BACK FILLING.
STAKE ABOVE FIRST BRANCHES
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SUPPORT LL - SUB GRADE
SPECIFIED PLANTING MIX
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SINGLE TREE TRUNK STAKING
LANDSCAPE CHART:
SYMBOL KEY
QUANTITY
COMMON NAME:
TREE TYPE
BOTANICAL NAME:
SIZE:
WATER ZONE:
2
BALD CYPRESS
CANOPY
TAXODIUM
DISTICUM
4" DBH, 14' MIN. HEIGHT
LOW
GRADE #1
0
1
ROYAL POINCIANA
CANOPY
DELONIX
REGIA
MIN. 2" DBH, 12' MIN. HEIGHT
GRADE #1
LOW
28
WHITE
N/A
MUHLENBERGIA
3-4 GAL. 36"
LOW
CAPILLARIS
HIGH, 36" O/C.
MUHLY GRASS
"WHITE CLOUD"
28
PINK
N/A
MUHLENBERGIA
3-4 GAL. 36"
LOW
MUHLY GRASS
CAPILLARIS
"ROSE MUHLY'
HIGH, 36" O/C.
-
FIREBUSH
N/A
HAMELIA
PATENS
7 GAL. 36"
HIGH, 36" O/C.
LOW
5
PINK TRUMPET TREE
MEDIUM
TABEBUTA
HETEROPHYLA
4" DBH, 12' MIN. HEIGHT
GRADE #1
LOW
-
BISMARK PALM
PALM
BISMARKIA NOBILIS
"SILVER SELECT"
HEAVY 12'+
GRADE #1
LOW
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5/24/2023
LANDSCAPE PLAN
PROJECT N0.22640
C9.0
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PART 1 - GENERAL
1.01 WORK DESCRIPTION
A. THE WORK IN THIS SECTION CONSISTS OF FURNISHING, PLANTING, WATERING, FERTILIZING,
MAINTAINING AND MULCHING ALL PLANTS AND LAWN AREA OF SPECIES, SIZE AND QUANTITY
AS INDICATED ON THE LANDSCAPE PLANS OR AS DIRECTED BY SEMINOL COUNTY.
1.02 DELIVERY, STORAGE AND HANDLING
A. PLANT TRANSPORTATION, STORAGE AND HANDLING SHALL COMPLY WITH ALL FEDERAL AND
AND STATE REGULATIONS. STORAGE OF ANY MATERIAL ON SITE SHALL BE COORDINATED
WITH THE OWNER.
1.03 GUARANTEE
A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTING WORK FOR A PERIOD OF
12 MONTHS AND ALL SOD FOR 6 MONTHS AFTER THE DATE OF PROVISIONAL ACCEPTANCE.
DURING THIS PERIOD THE LANDSCAPE CONTRACTOR SHALL CONTINUE THE OBSERVATION
OF PLANTS AND GUARANTEED WORK. THE CONTRACTOR SHALL SUBMIT MONTHLY
OBSERVATION REPORTS TO THE OWNER WITH A COPY TO THE LANDSCAPE ARCHITECT
DURING THE GUARANTEE PERIOD. THE PURPOSE OF THESE REPORTS IS TO STATE ANY
MAINTENANCE DEFICIENCIES OBSERVED. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY
TO REPORT THESE TO PROTECT HIS GUARANTEE. FAILURE TO SUBMIT REPORTS ELIMINATES
ANY CLAIMS THAT THE GUARANTEE IS NOT VALID DUE TO IMPROPER MAINTENANCE BY
THE OWNER.
B. REPLACEMENT OF DEFLECTED PLANTS: ANY DEAD PLANTS, PLANTS SHOWING INDICATIONS
OF LACK OF HEALTH AND VIGOR, OR PLANTS WHICH DO NOT EXHIBIT THE CHARACTERISTICS
TO MEET SPECIFICATIONS SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN
TWO WEEKS OF WRITTEN NOTICE FROM THE OWNER OR LANDSCAPE ARCHITECT. THE
REPLACEMENT PLANTS SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST
TO THE OWNER AND SHALL BE GUARANTEED FOR SIX (6) MONTHS FROM THE DATE OF
INSTALLATION. ALL REPLACEMENTS SHALL MEET ORIGINAL SPECIFICATIONS.
C. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT
IN WRITING, TEN DAYS PRIOR TO THE END OF THE GUARANTEE PERIOD. THE GUARANTEE
SHALL BE EXTENDED UNTIL SUCH WRITTEN NOTIFICATION IS RECEIVED.
1.04 JOB CONDITIONS
A. PROTECTION: THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK
AGAINST INJURY FROM ANY CAUSES. LANDSCAPE CONTRACTOR SHALL PROVIDE AND
MAINTAIN ANY NECESSARY SAFEGUARDS FOR THE PROTECTION OF THE PUBLIC. HE
SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY
WHICH MAY OCCUR AS A RESULT OF HIS NEGLIGENCE IN THE EXECUTION OF THE WORK.
B. EXISTING CONDITIONS:
1. THE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN DIGGING AND OTHER WORK
SO AS NOT TO DAMAGE EXISTING WORK INCLUDING OVERHEAD OR UNDERGROUND
PIPES, CABLES AND UTILITY LINES OF ANY KIND. SHOULD THE OVERHEAD OR
UNDERGROUND OBSTRUCTIONS INTERFERE WITH PLANTING, THE LANDSCAPE
ARCHITECT SHALL BE CONSULTED AND WILL ADJUST THE LOCATION OF PLANTS
TO CLEAR SUCH OBSTRUCTIONS. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK.
2. SHOULD ANY OBJECTIONABLE MATERIALS SUCH AS OLD CONCRETE, BRICKS OR
OTHER DEBRIS BE ENCOUNTERED DURING PLANTING OPERATIONS, THEY SHALL BE
REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR.
1.05 QUALITY CONTROL
A. THE LANDSCAPE ARCHITECT SHALL HAVE THE RIGHT AT ANY STAGE OF THE OPERATIONS TO
REJECT ANY AND ALL WORK AND MATERIALS WHICH IN HIS/HER OPINION DO NOT MEET
WITH THE REQUIREMENTS OF THESE SPECIFICATIONS.
B. ALL PLANTING SHALL BE PERFORMED BY THE PERSONNEL FAMILIAR WITH PLANTING PROCEDURES
AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. ANYTHING PLANTED TOO
HIGH OR TOO LOW OR WITHOUT FERTILIZER OR WATER RINGS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
C. ALL WORK SHALL COMPLY WITH APPLICABLE CODE AND REGULATIONS.
D. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE COORDINATION WITH THE OTHER TRADES TO
PREVENT CONFLICTS.
1.06 QUANTITIES
A. IN THE EVENT OF A DIFFERENT BETWEEN QUANTITIES LISTED IN THE PLANT LIST AND THOSE
SHOWN ON THE PLANS, THE PLANS SHALL CONTROL THE QUANTITIES. THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO
ISSUANCE OF CONTRACT.
PART 2 - PRODUCTS
2.01 MATERIALS
A. GENERAL:
1. NOMENCLATURE: ALL TREES, SHRUBS AND PLANTS SHALL BE TRUE TO NAME AS
ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE
PUBLICATION:"STANDARD PLANT NAMES." THE DESIGNATED AUTHORITY FOR THE
IDENTIFICATION OF ALL MATERIAL SHALL BE THE TWO PUBLICATIONS OF L.H. HORTUS III
AND MANUAL OF CULTIVATED PLANTS AND ALL SPECIMENS SHALL BE TRUE TO TYPE, NAME ETC.
2. GRADE STANDARDS AND QUALITY: ALL PLANTS SHALL BE NURSERY GROWN AND SHALL
COMPLY WITH ALL REQUIRED INSPECTION , GRADING, STANDARDS AND PLANT REGULATIONS
AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE, "GRADES AND STANDARDS
FOR NURSERY PLANTS", PART 1 AND 2 (INCLUDING REVISIONS).
A. THE MINIMUM GRADE FOR ALL TREES AND SHRUBS SHALL BE FLORIDA NO. 1
UNLESS OTHERWISE INDICATED AND ALL PLANTS SHALL BE HEALTHY,
VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED (WHEN IN LEAF). THEY
SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE
OF DISEASE, INSECT PESTS, EGGS, OR LARVAE AND THEIR EFFECTS.
3. MEASUREMENTS: AFTER PRUNING AND SHAPING, THE MINIMUM ACCEPTABLE SIZE
OF ALL PLANTS MEASURED WITH BRANCHES IN NORMAL POSITIONS SHALL CONFORM
TO THE SPECIFIED SIZES AS SHOWN ON THE PLANS. SIZES SPECIFIED ARE MINIMUM
STANDARDS. PLANTS SHALL EQUAL TO OR LARGER THAN ALL CATEGORIES (HEIGHT,
SPREAD, CALIPER) OF SIZE SPECIFICATIONS. SUBSTANTIAL DEVIATIONS FROM THESE
MEASUREMENTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. CALIPER OF
TREE TRUNKS SHALL BE MEASURED 4 FOOT ABOVE THE ROOT BALL.
4. PLANT PROTECTION: PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE SITE
BY BEING THOROUGHLY WATERED, KEPT MOIST AND PROPERLY MAINTAINED UNTIL PLANTED.
B. PLANT MATERIALS: PLANTS FOR LANDSCAPING SHALL BE CLASSIFIED UNDER THE FOLLOWING
DESIGNATIONS, WITH REFERENCE TO METHOD OF CULTIVATION, ROOT SYSTEM STATUS, ETC.
1. BALLED AND BURLAPPED: PLANTS SO CLASSIFIED SHALL BE DUG WITH FIRM NATURAL
ROOT BALLS OF EARTH, OF SUFFICIENT DIAMETER AND DEPTH TO INCLUDE MOST OF THE
FIBROUS ROOTS. THE ROOT BALL OF THESE PLANTS SHALL BE PROPERLY WRAPPED WITH
BURLAP SACK MATERIAL AND REMAIN PROTECTED AND WET UNTIL THEY ARE PLANTED. THE
PLANT SHALL BE HANDLED ONLY BY THE EARTHBALL AND NOT BY THE PLANT ITSELF. ALL
BALLED AND BURLAPPED PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY
SHALL BE SET ON THE GROUND AND SHALL BE WELL PROTECTED WITH SOIL, WET MOSS OR
OTHER ACCEPTABLE MATERIAL. THE PLANT SHALL BE SET WITH THE BURLAP COVER INTACT
WITH THE BURLAP SHOWING, UNTIL INSPECTION. AT FINAL INSPECTION THE BURLAP WILL BE
CUT AWAY TO GROUND LEVEL AND THEN COMPLETELY COVERED WITH SOIL. FAILURE TO CUT
AWAY OR LAY BACK BURLAP AFTER PLANTING MAY CONSTITUTE REJECTION OF PLANT MATERIAL.
2. CONTAINER GROWN PLANTS:
A. CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN A CONTAINER LARGE
ENOUGH AND FOR SUFFICIENT TIME TO ENABLE THE ROOT SYSTEM TO HAVE
DEVELOPED ENOUGH TO HOLD THE SOIL TOGETHER FIRM AND WHOLE. NO PLANTS
SHALL BE LOOSE IN THE CONTAINER. PLANTS WHICH HAVE BECOME POT BOUND
OR FOR WHICH THE TOP SYSTEM IS TOO LARGE FOR THE SIZE OF THE CONTAINER
WILL NOT BE ACCEPTABLE.
B. ALL CONTAINERS SHALL BE CUT AND OPENED FULLY, IN A MANNER THAT WILL
NOT DAMAGE THE ROOT SYSTEM. CONTAINER GROWN PLANTS SHALL NOT BE
REMOVED FROM THE CONTAINER UNTIL IMMEDIATELY BEFORE PLANTING.
3. BARE ROOT PLANTS: NO BARE ROOT PLANTS SHALL BE USED.
C. PLANTING MATERIALS:
1. TOP SOIL/BACK FILL:
A. TOPSOIL SHALL BE FRIABLE LOAM TYPICAL OF LOCAL CULTIVATED TOPSOIL,
CONTAINING AT LEAST 10% DECAYED ORGANIC MATTER (HUMUS). IT SHALL BE
TAKEN FROM A WELL DRAINED SITE. IT SHALL BE REASONABLY FREE OF
WEEDS, SUB SOILS, STONES, CLODS, STICKS, ROOTS AND OTHER OBJECTIONABLE
EXTRANEOUS MATTER OR DEBRIS. IT SHALL NOT CONTAIN TOXIC MATERIALS
AND SHALL HAVE AN ACIDITY RANGE OF pH 5.0-7.0. TOP SOIL FROM NUT
GRASS INFESTED AREAS WILL NOT BE ACCEPTABLE.
B. ANY NECESSARY SOIL TESTING SHALL BE THE LANDSCAPE CONTRACTORS
RESPONSIBILITY.
C. SOIL PREPARATION: PRIOR TO PLACING MIX AND BACK FILL OR COMMENCING
WITH PLANTING, ANY OR ALL AREAS THAT HAVE BEEN PREVIOUSLY COMPACTED
FOR OTHER CONSTRUCTION PURPOSES ARE TO BE ROTOTILLED AND TREATED
WITH PRE -EMERGENT HERBICIDE.
2. FERTILIZER: FERTILIZER SHALL BE A COMPLETE FERTILIZER OF WHICH 50% OF THE
THE ELEMENTS SHALL BE DERIVED FROM ORGANIC SOURCES. OSMOCOTE SLOW RELEASE
9 MONTH FORMULA OR EQUAL SHALL BE PLACED ACCORDING TO DIRECTIONS BELOW
EACH PLANT. IT SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES BY WEIGHT:
A. NITROGEN N-18%
B. PHOSPHORUS P-6%
C. POTASSIUM K-12%
D. OTHER ANALYSIS AS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT.
E. IN ADDITION THE RECOMMENDED MICRO NUTRIENTS MUST BE PRESENTING THE
GUARANTEED ANALYSIS
3. PLANTING MIXTURE: PLANTING MIXTURE SHALL CONSIST OF APPROXIMATELY FOUR
PARTS OF ACCEPTABLE NATURAL TOPSOIL AND ONE PART PULVERIZED PEAT OR
STERILIZED MANURE. ACCORDING TO DIRECTIONS COMMERCIAL FERTILIZER HAVING AN
ANALYSIS OF 18 6 12, SHALL BE ADDED TO THE BOTTOM OF EACH PLANTING HOLE.
A. AZALEA MIXTURE MUST BE USED FOR PLANTS WHICH PREFER LOW pH. THE
NUTRIENT PERCENTAGES- MIRACID 30 10 10. PLANTS WHICH PREFER LOW pH
ARE AZALEAS, BLUEBERRIES, CAMELLIAS, DOGWOOD, FERNS, FIR, GARDENIAS,
HAWTHORN, HOLLY, HYDRANGEA, JUNIPER, LAUREL, MAGNOLIA, OAKS, ORCHID,
PINE, RHODODENDRON AND PHOTINEAS.
B. ACCEPTABLE ARTIFICIALLY PREPARED PLANTING COMPOST MATERIAL APPROVED
BY THE LANDSCAPE ARCHITECT WILL BE PERMITTED, IN LIEU OF THE PULVERIZED
PEAT OR STERILIZED MANURE, IN THE PREPARED NATURAL TOPSOIL MIXTURE
FOR USE AS BACK FILL MATERIAL.
4. MULCH: WOOD MULCH SHALL BE SHREDDED CYPRESS, PINE BARK, PINE NEEDLES,
OR OAK LEAVES CLEAN, AND FREE OF WEEDS, MOSS, STICKS OR OTHER DEBRIS.
5. WATER: SUITABLE WATER AND WATERING EQUIPMENT FOR THE IRRIGATION OF THE NEW
PLANTINGS DURING THE PROGRESS OF INSTALLATION AND THE GUARANTEE PERIOD SHALL
BE PROVIDED BY THE LANDSCAPE CONTRACTOR. ARRANGEMENTS MAY BE MADE WITH
THE OWNER, IF THE PERMANENT IRRIGATION SYSTEM HAS BEEN INSTALLED AND IS
OPERABLE.
PART 3 - EXECUTION
3.01 PREPARATION
A. UNDERGROUND OBSTRUCTIONS:
1. UPON REQUEST FROM THE LANDSCAPE CONTRACTOR, THE OWNER SHALL PROVIDE PANS
SHOWING THE LOCATION OF UNDERGROUND UTILITIES AND/OR WILL ASSIST THE
LANDSCAPE CONTRACTOR IN SECURING UNDERGROUND LOCATIONS FROM THE OTHER
PUBLIC UTILITY COMPANIES, SUCH AS TELEPHONE, CABLE AND ELECTRICITY ETC.
2. IN THE EVENT THAT ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITY LINES OR
OBSTRUCTIONS OUT OF THE ORDINARY ARE ENCOUNTERED IN ANY PLANT PIT
EXCAVATION, ALTERNATIVE LOCATIONS SHALL BE SELECTED BY THE LANDSCAPE
ARCHITECT. WHERE LOCATIONS CANNOT BE CHANGED AND THE OBSTRUCTION MAY BE
REMOVED THE OBSTRUCTION SHALL BE REMOVED TO A DEPTH OF 3' BELOW GRADE AND
NO LESS THAN 6" BELOW BOTTOM OF THE ROOT BALL WHEN PLANT IS PROPERLY
INSTALLED AT THE REQUIRED GRADE.
B. EXCAVATION OF PLANTING BEDS AND/OR PLANT HOLES:
1. WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE UNSUITABLE FOR PLANT GROWTH,
ALL OF THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH PLANTING
MIXTURE.
2. WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE SUITABLE FOR PLANT GROWTH,
THE PLANT HOLE EXCAVATION SHALL BE CYLINDRICAL IN SHAPE, WITH THE SIDES
VERTICAL. PLANTS SHALL BE CENTERED IN THE HOLES WITH THE TRUNK VERTICAL,
(NOT NECESSARILY PERPENDICULAR TO GRADE), LOCATION AS SHOWN IN DETAIL.
BOTTOMS OF THE HOLES SHALL BE LOOSENED AND BACK FILLED AT LEAST 6" DEEPER
THAT THE REQUIRED DEPTH OF EXCAVATION. FERTILIZER IS TO BE PLACED AT THE
BOTTOM OF EACH HOLE TO ENSURE DEEP ROOTING.
C. PROTECTION OF EXISTING TREES: THE CONTRACTOR SHALL PROTECT EXISTING TREES FROM
DAMAGE. WHERE DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REMOVE DAMAGED TREE AND
REPLACE IT WITH THE APPROPRIATE KIND AND SIZE RECOMMENDED BY THE LANDSCAPE
ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER.
D. GRADES: IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO FINISH (FINE)
GRADE ALL LANDSCAPE AREAS ELIMINATING ALL SURFACE IRREGULARITIES, DEPRESSIONS, STICKS,
STONES AND OTHER DEBRIS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. AFTER THE
GRADE HAS BEEN ESTABLISHED AND COMPACTED TO THE REQUIRED DEPTH, NO SOD SHALL BE
LAID UNTIL THE GRADE HAS BEEN APPROVED.
3.02 PLANTING
A. SETTING OF PLANTS:
1. WHEN LOWERED INTO THE HOLE THE PLANT SHALL REST ON A PREPARED HOLE BOTTOM
SUCH THAT THE ROOTS ARE LEVEL WITH OR SLIGHTLY ABOVE THE LEVEL OF THEIR
PREVIOUS GROWTH AND SO ORIENTED SUCH AS TO PRESENT THE BEST APPEARANCE.
THE CONTRACTOR, WHEN SETTING PLANTS IN HOLES, SHALL MAKE ALLOWANCES FOR
ANY ANTICIPATED SETTLING OF THE PLANTS.
2. THE BACK FILL SHALL BE MADE WITH PREPARED TOPSOIL AS SPECIFIED IN SECTION 3.1
AND SHALL BE FIRMLY PACKED AND WATERED IN, SO THAT NO AIR POCKETS REMAIN.
THE QUANTITY OF WATER APPLIED IMMEDIATELY UPON PLANTING SHALL BE SUFFICIENT
TO THOROUGHLY MOISTEN ALL OF THE BACK FILLED EARTH. PLANTS SHALL BE KEPT
IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING.
B. STAKING AND GUYING: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL
PLANTS IN A PLUMB, UPRIGHT POSITION UNTIL THE END OF THE GUARANTEE PERIOD. STAKING
SHALL BE THE OPTION OF THE CONTRACTOR, ALTHOUGH ALL DAMAGED PLANTS RESULTING FROM
THE LACK OF PROPER STAKING AND GUYING SHALL BE REPLACED BY THE LANDSCAPE
CONTRACTOR AT NO EXPENSE TO THE OWNER. ALL TREE GUY WIRES SHALL BE FLAGGED WITH
YELLOW SAFETY RIBBON.
C. PRUNING:
1. ALL BROKEN OR DAMAGED ROOTS SHALL BE CUT OFF SMOOTHLY AND THE TOPS OF ALL
TREES SHALL BE PRUNED IN A MANNER COMPLYING WITH STANDARD HORTICULTURAL
PRACTICE. AT THE TIME PRUNING IS COMPLETED, ALL REMAINING WOOD SHALL BE ALIVE.
ALL CUT SURFACES OF ONE (1) INCH OR MORE IN DIAMETER, ABOVE THE GROUND,
SHALL BE TREATED WITH AN APPROVED COMMERCIAL TREE PAINT. FINE PRUNING FOR
TREE SHAPE AND APPEARANCE SHALL BE DONE PRIOR TO FINAL ACCEPTANCE.
2. AT THE END OF THE GUARANTEE PERIOD AT LEAST 95% OF THE WOOD REMAINING SHALL
BE ALIVE.
D. MULCHING: WITH IN ONE WEEK AFTER PLANTING MULCH MATERIAL SHALL BE UNIFORMLY
APPLIED TO A MINIMUM LOOSE THICKNESS OF 3 INCHES OVER THE ENTIRE AREA OF THE
BACK FILLED HOLE OR BED. DO NOT LET MULCH CONTACT DIRECTLY THE CROWN OF THE STEMS
OR TRUNK. THE MULCH SHALL BE MAINTAINED CONTINUOUSLY IN PLACE UNTIL THE TIME OF
FINAL INSPECTION. MULCHING OF ANNUAL BEDS TO BE EXCHANGED MORE THAN TWO TIMES PER
YEAR SHALL NOT BE MULCHED BUT AMENDED WITH PEAT AND TREATED WITH A PRE -
EMERGENT HERBICIDE. ALL FREE STANDING TREES SHALL HAVE A 3' DIAMETER RING OF MULCH.
E. WATERING: THE LANDSCAPE CONTRACTOR SHALL CONTINUE WATERING FOR AS LONG AS IS
NECESSARY TO PROPERLY ESTABLISH THE NEW PLANTINGS. CARE SHALL BE TAKEN TO
PREVENT STAINING OF NEW CONSTRUCTION AREAS, WHERE TEMPORARY WELL WATER IS USED.
F. PEST CONTROL: PRIOR TO FINAL ACCEPTANCE IN 6 MONTHS ANY OCCURRENCE OF SCALES
BORERS, FOLIAR FEEDERS, APHIDS, MITES, LEAF SPOT, DIEBACK, NEMATODES AND FUNGI, SHALL
BE TREATED IMMEDIATELY WITH APPROPRIATE PESTICIDE, OR FUNGICIDE, BY THE LANDSCAPE
CONTRACTOR.
G. FERTILIZER: ALL LAWNS SHALL RECEIVE FERTILIZER EVERY THREE MONTHS DURING THE
PLANTING AND GUARANTEE PERIOD WITH 50% ORGANIC 16 4 8. ALL PLANTS TO BE FERTILIZED
WITH OSMOCOTE 9 MONTH 18 6 12.
3.03 BERMING
A. FILL DIRT: FILL DIRT SHALL BE LOCALLY OBTAINED MATERIAL FROM NATURALLY DRAINED
SOURCES, FREE FROM STONES LARGER THAN 1 INCH DIAMETER AND OTHER MATERIALS
HARMFUL TO SUCCESSFUL DRAINAGE AND PLANT GROWTH. SOIL SHALL BE WELL MIXED. A
MAXIMUM OF 25% MUCK OR CLAY COMPOSITION WILL BE ACCEPTABLE, PROVIDED THE
LANDSCAPE CONTRACTOR CONDUCT A PERCOLATION TEST WHICH PROVES THAT STANDING WATER
WILL DRAIN WITHIN A 10 HOUR PERIOD.
B. GRADING: GRADE AREAS INDICATED WITH UNIFORM LEVELS OR SLOPES WITH NO MORE THAN
3:1 MAXIMUM SLOPE. BERMS SHALL BE GENTLY ROLLING AND PARABOLIC.
C. REPAIR: GRADES WHICH ARE UNDER THE LANDSCAPE ARCHITECTS SCOPE, WHICH HAVE
SETTLED, ERODED, RUTTED OR ARE OTHERWISE DAMAGED WILL BE REPAIRED AND REESTABLISHED
BY THE LANDSCAPE CONTRACTOR.
3.04 SODDING
A. THE SOD SHALL BE OF FIRM TOUGH TEXTURE HAVING A COMPACT GROWTH OF GRASS WITH GOOD
ROOT DEVELOPMENT. IT SHALL CONTAIN NO BERMUDA GRASS, WEEDS OR ANY OTHER
OBJECTIONABLE VEGETATION. THE SOIL EMBEDDED IN THE SOD SHALL BE GOOD CLEAN EARTH
FREE FROM STONES AND DEBRIS. THE SOD SHALL BE FREE FROM FUNGUS, INSECTS, GRUBS AND
OTHER DISEASES. SOD AREAS ARE TO BE RAKED SMOOTH AND WATERED PRIOR TO SOD
INSTALLATION. ADJACENT TO SIDEWALKS AND CURBS REDUCE GRADE 1" TO ALLOW FOR GRASS
BUILD UP.
B. SOLID SOD SHALL BE LAID WITH TIGHTLY ABUTTING JOINTS AND TAMPERED OR ROLLED EVEN. IT
SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CREATE A NEAT CLEAN
EDGE OF SOD ADJACENT TO ALL PAVING AND SHRUB AREAS.
C. AFTER THE SOD IS LAID, A TOP DRESSING OF CLEAN SAND WILL BE EVENLY APPLIED TO THE
JOINTS WHICH NEED FILLING.
D. IN ORDER TO PREVENT SLIPPAGE, AND TO PREVENT WASH OUT OF STRAIGHT SEAMS, SOD WILL
BE PEGGED ON SLOPES AND PLACED IN A STAGGERED FASHION.
E. ALL SOD AREAS WILL BE TREATED WITH A FERTILIZER CONTAINING THE RATIO 16 4 8 WHICH
IS 50% ORGANIC WITH MICRO NUTRIENTS, AT A RATE OF 10 LB/1000 S.F. THIS SHALL BE DONE
ONCE AT THE BEGINNING AND AGAIN AT THE END OF THE 3 MONTH SOD GUARANTEE PERIOD.
3.05 FIELD QUALITY CONTROL
A. MAINTENANCE PRIOR TO FINAL ACCEPTANCE:
1. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL
CONTINUE UNTIL FINAL ACCEPTANCE AT THE END OF THE GUARANTEE PERIOD. PLANTS
SHALL BE WATERED, MULCHED, WEEDED, PRUNED, SPRAYED, FERTILIZED, CULTIVATED AND
OTHERWISE MAINTAINED AND PROTECTED FOR THE PERIOD OF TIME STATED ABOVE. SOD
SHALL BE MOWED ON A REGULAR BASIS, ONCE PER WEEK IN THE SUMMER (MAY-OCT)
AND ONCE A MONTH IN THE WINTER. A SEPARATE CONTRACT FOR THIS CAN BE LET BY
THE OWNER, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE THE
MATERIALS ARE PROPERLY MAINTAINED.
2. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE POSITION. PLANTING SAUCERS
MUST BE CONTINUOUSLY MAINTAINED.
3. DEFECTIVE WORK SHALL BE CORRECTED AS SOON AS POSSIBLE AFTER IT BECOMES
APPARENT. UPON COMPLETION OF PLANTING THE LANDSCAPE CONTRACTOR SHALL
REMOVE FROM THE SITE EXCESS SOIL AND DEBRIS, AND REPAIR ANY DAMAGE TO
STRUCTURES, ETC. RESULTING FROM PLANTING OPERATIONS.
IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING.
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AGAINST MECHANICAL
DAMAGE INCLUDING PROTECTION FROM VEHICLES, BY POSTING OF APPROVED WARNING
SIGNS AND/OR BARRICADES, AS MIGHT BE NECESSARY. HE SHALL REPAIR, RESTORE
OR REPLACE ANY PLANTS OR PLANTING AREAS WHICH MAY BECOME DAMAGED AS A
RESULT OF ANY NEGLIGENCE BY HIM IN COMPLYING WITH THESE REQUIREMENTS. AS A
SPECIFIC REQUIREMENT OF THESE CONDITIONS, THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR ASSURING THAT ALL PLANTS AT THE TIME OF FINAL INSPECTION
EXHIBIT THE CHARACTERISTICS AND QUALIFICATION REQUIRED FOR THE GRADE OF PLANT
AS ORIGINALLY SPECIFIED.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL WATERING REQUIRED IF
IRRIGATION PROVES TO BE INADEQUATE FOR FRESHLY PLANTED MATERIAL.
6. EXCEPT AS OTHERWISE SPECIFIED THE LANDSCAPE CONTRACTOR WORK SHALL CONFORM
TO ACCEPTED HORTICULTURAL PRACTICES.
B. PROVISIONAL ACCEPTANCE:
1. UPON COMPLETION OF ALL WORK INCLUDING MAINTENANCE, THE LANDSCAPE CONTRACTOR
SHALL ARRANGE FOR A PROVISIONAL INSPECTION. THE LANDSCAPE WORK MAY BE
REVIEWED FOR ACCEPTANCE IN PARTS, PROVIDED THE WORK OF ONE UNIT OR AREA
PART IS OF SUBSTANTIAL SIZE.
2. THE DATE OF PROVISIONAL ACCEPTANCE SHALL MARK THE BEGINNING OF THE
GUARANTEE PERIOD. THIS DATE MUST BE SPECIFIED BY WRITTEN NOTIFICATION TO THE
LANDSCAPE ARCHITECT AND THE OWNER.
C. FINAL ACCEPTANCE INSPECTION:
1. AT THE END OF THE GUARANTEE PERIOD, INSPECTION OF PLANTS WILL BE MADE BY THE
LANDSCAPE ARCHITECT/OR OWNER. WRITTEN NOTICE IS TO BE SUBMITTED TO THE
LANDSCAPE ARCHITECT/OR OWNER BY THE CONTRACTOR AT LEAST TEN DAYS BEFORE
THE ANTICIPATED INSPECTION DATE.
2. ALL DEFECTS DISCOVERED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT
NO ADDITIONAL COST TO THE OWNER, WITH IN TWO WEEKS OF THIS INSPECTION OR THE
CONTINGENT FINAL ACCEPTANCE OF THE GUARANTEE INSPECTION SHALL BE VOID AND A
NEW FINAL GUARANTEE INSPECTION SCHEDULED.
3.06 ADJUSTMENT AND CLEANING
A. CLEANING UP THE SITE: UPON COMPLETION OF ANY PORTION OF THE LANDSCAPE PROJECT
THE LANDSCAPE CONTRACTOR MUST THOROUGHLY CLEAN UP THE PROJECT SITE. IN ADDITION
TO REMOVING ALL EQUIPMENT, UNUSED MATERIALS, DELETERIOUS MATERIAL AND SURPLUS
MATERIAL, THE LANDSCAPE CONTRACTOR SHALL FINE GRADE ALL DISTURBED AREAS AND THE
AREAS ADJACENT TO THE NEW PLANTINGS TO PROVIDE A NEAT AND UNIFORM SITE,
SPECIFICALLY, THE SOD AREAS ADJACENT MUST BE AS REQUIRED. ALL DAMAGED OR ALTERED
EXISTING STRUCTURES, AS A RESULT OF THE LANDSCAPE WORK SHALL BE CORRECTED BEFORE
PROVISIONAL ACCEPTANCE IS GRANTED AND GUARANTEE PERIOD BEGINS.
B. ADDITIONAL PLANT MATERIAL: ADDITIONAL PLANT MATERIAL REQUIRED DUE TO A DISCREPANCY
IN THE PLANT LIST, THE PLANS OR CHANGES IN THE SITE SHALL BE PROVIDED AT THE SAME
RATE AS ORIGINALLY SPECIFIED IN THE BID. ANY DEVIATIONS FROM THE PLANS PROVIDED SHALL
REQUIRE A CHANGE ORDER SIGNED BY THE LANDSCAPE ARCHITECT, PRIOR TO THE WORK.
3.07 TRANSPLANTING OPERATIONS
THE LANDSCAPE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MINIMIZE SHOCK OF ROOT PRUNING
AND TRANSPLANTING IN ACCORDANCE WITH NURSERY TRADE PROCEDURES INCLUDING THE FOLLOWING
WHERE TIME IS AVAILABLE.
A. PHASE ONE - INITIAL REMOVAL
1. ROOT PRUNE ONE THIRD OF BALL AT A TIME A MINIMUM OF 6 WEEKS BEFORE REMOVAL.
2. THIN OUT INTERIOR CROWN OF DICOTS IN A MANOR, TO COMPENSATE FOR ROOT LOSS,
LEAVING THE SHAPE OF THE CANOPY INTACT.
3. LEAVE MONOCOT LEAVES ALONE ALLOWING PLANT TO BALANCE ITSELF PROTECT GROWING
POINT AS NECESSARY.
4. AFTER ROOT PRUNING BACK FILL WITH GOOD ORGANIC ROOTING MEDIUM FERTILIZE WITH
ORGANIC FERTILIZER TO PROMOTE ROOT GROWTH. FULLY PROTECT PLANTS FROM DAMAGE
BY SUN, WIND, DROUGHT, WATER AND OTHER INJURIOUS CONDITIONS DURING TEMPORARY
STORAGE.
5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE STORED
PLANTS UNTIL THEIR REUSE. HE SHALL NOTIFY THE OWNER IN WRITING OF ANY CONDITIONS
BEYOND HIS CONTROL, WHICH ARE ADVERSELY AFFECTING THE STORED PLANTS.
B. PHASE TWO - STORAGE UNTIL REPLANTING SEE AREA DESIGNATED ON PLANS OR PROVIDE
OFF SITE TEMPORARY STORAGE.
1. PROVIDE TEMPORARY IRRIGATION FOR THIS HOLDING AREA. MULCH TO REDUCE WEEDS,
DISCOURAGE FOOT TRAFFIC AND ITS COMPACTING EFFECT, CONSERVE MOISTURE AND
MINIMIZE TEMPERATURE FLUCTUATIONS.
2. BRACE TRUNK AND LEAVE IN PLACE UNTIL TREES ARE WIND FIRM.
3. WRAP TRUNKS AND STRUCTURAL BRANCHES OF THIN BARKED TREES TO PROTECT AGAINST
SUN SCALD AND DEHYDRATION. RETAIN THIS PROTECTION THROUGH THE COLD SEASON.
4. FEED WITH DILUTED SOLUTION OF NPK IN SOLUBLE FORM WITH A SOIL NEEDLE PROVIDING
WATER, AIR, NUTRIENTS AND A BREAKING UP OF CLODS.
5. WHERE FOLIAGE IS RETARDED SPRAY IT WITH ONE OF THE SOLUBLE AREA TYPES OF
FOLIAR FEEDERS.
6. AT TIME OF REPLANTING TO FILL AIR POCKETS AND TO KEEP ROOTS, ESPECIALLY FEEDER
ROOTS ,MOIST, LIVE AND HEALTHY, USE SOIL NEEDLE FOR WATERING NEW TRANSPLANTS.
DIRECT FINE SPRAY AT FOLIAGE TO HELP HARDEN OFF NEW LEAVES.
LANDSCAPE AND IRRIGATION INSTALLATION
DRIP LINE
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0' 30' 60' 120'
Scale: 1 inch = 60 feet
SPECIFICATIONS FOR WOOD BARRIER
1. MINIMUM RADIUS TO BE PROTECTED IS
ENTIRE DRIPLINE
2. MINIMUM 3' IN HEIGHT
3. UPRIGHTS- THE EQUIVALENT OF 2"x4"
LUMBER ON 6' MINIMUM CENTERS
4. HORIZONTAL- THE EQUIVALENT OF TWO
COURSES OF 1/2" ROPING WITH YELLOW
PLASTIC TAPE FLAGGING
5. BARRIERS TO BE ERECTED AROUND TREES
TO REMAIN BEFORE CONSTRUCTION OR
NEARBY TREES ARE REMOVED
6. BARRIERS TO REMAIN IN PLACE UNTIL
ALL PAVING, CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF AREA
NOTE:
3 MIN. BARRIER MUST BE ERECTED
A_ PRIOR TO CONSTRUCTION
TREE PROTECTION DETAIL
PLANTS INSTALLED SHALL CONFORM TO OR EXCEED THE MINIMUM STANDARDS
FOR FLORIDA NUMBER ONE AS PROVIDED IN THE MOST CURRENT EDITION OF
'GRADES AND STANDARDS FOR NURSERY PLANTS', PREPARED BY THE STATE OF FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. AS NOTED, ACCEPTED
STANDARD MAY BE USED IF IT EQUALS OR EXCEEDS THE QUALITY OF FLORIDA NUMBER ONE.
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JOHN J. HERBERT IV, P.E.
LIC # 84698
5/24/2023
LANDSCAPE DETAIL
PROJECT NO.22640
C9. i
NOTE: COMPLETE SYSTEM TO BE SUPPLIED BY:
RILEY &COMPANY, INC.
SANFORD, FL 32 773
(407)265-9963
NO SUBSTITUTIONS - NO AL TERNA TES
LIFT STA TION WILL BE PRI VA TEL Y
OWNED AND MAINTAINED.
The H-20 Load Rated Fiberglass Wetwell Must Be Manufactured By L.F.
Manufacturing, Giddings, Texas, Which Includes a 20 Yr. Warranty.
Certification of the wetwell H-20 load rating must be supplied with submittals.
H-20 certification must be signed and sealed by an engineer registered in the
State of Florida.
RILEY& Company, Inc. (H-20 GP)
w/BATTERY BACK-UP FOR A UDIO -VISUAL ALARMS
ALUMINUM COVER
w/ (LOCKABLE)
ACCESS HATCH
FIBERGLASS VALVE BOX (LOCKABLE)
EMERGENCY PUMP -OUT
S.S. HINGES FIBERGLASS WETWELL w/ BALL VALVE
H-20 LOAD RATED
w/ 20 YR. WARRANTY �w/ SH S (OFF PSI) PRESSURE GAUGE
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After the H-20 load rated wetwell has been installed, the ASTM Certification
PUMP DATA
ELEVATIONS
Number and Serial Tracking Number must be visible inside wetwell.
NOTE: PUMP CONTROL PANEL
CXD
PRIMARY PUMP CAPACITY
98 GPM
TOP OF WETWELL
21.65
SHALL BE LOCATED 3 FEET
PUMPS: (3 YR. WARRANTY)
FROM WETWELL PERIMETER
0
CID
Submersible grinder pumps shall be HOMA Model RC30045. The pumps shall be
PRIMARY TDH
1 4.2' TDH
INLET INVERT
1 3.1 5
AT POINT "A"
installed in the H-20 GP FRP wetwell utilizing a slide rail system.
The grinder unit shall be capable of macerating materials normally found in
PUMP MANUFACTURER
HOMA
HIGH LEVEL ALARM (HLA)
13.15
domestic and commercial sewage into a fine slurry which will pass through the
PUMP MODEL #
RC30045
2nd PUMP ON (LAG)
12.65
pump and the HDPE discharge piping.
Stator winding shall be open type with Class H insulation and shall be heat-
R.P.M.
3450
1st PUMP ON (LEAD)
1 1 .65
SEE ELECTRICAL
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shrink fitted into the stator housing. The use of pins, bolts, or other fastening
devices is not acceptable.
HORSEPOWER
4 .10
PUMPS OFF (OFF)
8 9 0
RISER
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A heat sensor thermostat shall be attached to the top end of the motor
winding and shall be connected in series with the magnetic contactor coil in
IMPELLER DIAMETER
5 9/16
BOTTOM OF WETWELL
7.9 0
FIBERGLASS VALVE BOX
the control panel to stop motor if winding temperature exceeds 140 C., but
shall automatically reset when the winding temperature returns to normal.
ELECTRICAL/ VOLTS / PHASE
23OV/3
WETWELL DIAMETER
72
RILEY &COMPANY (32" x 30" x 25" DEEP
Two heat sensor thermostats shall be used on three phase motors.
FULL LOAD AMPS/ PER PUMP
10.40
4" ACTIVATED
CHARCOAL
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The pump motor grinder shaft shall be AISI 430F SS threaded to take
PUMP DISCHARGE SIZE
2 "
FILTER VENT
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the pump impeller and the grinder impeller.
Upper & lower mechanical seals shall be Silicon Carbide vs Silicon
FIN GRADE
Carbide.
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DUPLEX CONTROL PANEL: (3 YR. WARRANTY)
To insure complete unit and warranty responsibility the electrical control panel
must be manufactured and built by the pump supplier. The pump supplier must be
a TUV (UL508A CERTIFIED) manufacturing facility, with a minuimum of 10 years
history in the manufacturing of electrical control panels.
The Enclosure shall be NEMA 4X, minimum 30" high x 30" wide x 10" deep
fiberglass with 4 point latching system.
The enclosure shall have external mounting feet to allow for wall mounting.
The following components shall be mounted through the enclosure:
1- ea. Red Alarm Beacon (Light) 4" x 4" Minimum Diameter
1- ea. Alarm Horn (minimum 95 DCB)
1- ea. Generator Receptacle w/ weatherproof cover(SCM460 -UL 1686)
1- ea. Alarm Silence Pushbutton
The back panel shall be fabricated from .125, 5052-H32 marine alloy
aluminum. Ail components shall be mounted by machined stainless steel
screws.
The following components shall be mounted to back panel:
2- ea. Motor Contactors
1- ea. Phase Monitor (3 Ph) w12 N/O & 1 N/C Contacts
1- ea. Control Transformer (480 Volt Only) (Min. 500VA)
1- ea. Lightning Arrestor
1- ea. Silence Relay Module
1- ea. Duplex Alternator w/Pump Selector Switch
1- ea. Model RCBB5AH Battery Back -Up w/ Smart Charger For
The High Level Alarm System
20- ea. Terminals For Field Connections
6- ea. Terminals For Motor Connections (Single Phase Only)
7- ea. Grounding Lugs
1- ea. Seal Failure Relay
The inner door shall be fabricated from .080, 5052-H32 marine alloy
aluminum. The inner door shall have a continuous aluminum piano
hinge.
The following components shall be mounted through the inner door:
1- ea. Main Circuit Breaker
1- ea. Emergency Circuit Breaker
1- ea. Mechanical Interlock For Emergency And Main Breakers (UL Listed)
2- ea. Short Circuit Protectors w/Auxiliary Contacts
1- ea. Control Circuit Breaker
2- ea. Seal Failure Indicator Lights
1- ea. Hand -Off -Auto Selector Switches
2- ea. Pump Run Pilot Lights
1- ea. Power On Pilot Light
2- ea. Elapse Time Meters (Non-Resetable)
1- ea. GFI Duplex Convenience Outlet
* FI PrTRICIAN NOTFS-
1. DRAWING NOT TO SCALE
• 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES
• 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS
• 4. ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT
• 5. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT
• 6. NEUTRAL TO BE SUPPLIED FOR 230V-3 PHASE OR 230V-SINGLE PHASE POWER.
SWITCH DISCONNECT
CONTROL PANEL
GENERATOR RECEPTOR
MODEL UL 1686 SCM460
3/4" HOSE BIB
3/4••GALV. RISER
SLEEVE REQUIRED
TO WATER SUPPLY
GROUND
NOTE: ROD
REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER
TO BE INSTALLED IN WATER SUPPLY LINE TO
LIFT STATION "FEBCO WATTS" (OAE)
ELECTRIC METER OR PULL
POWER FROM BUILDING
2" CAPS
LIGHTNING ARRESTOR FIELD
MOUNTED BY ELECTRICIAN
SEAL -OFFS (2") BY ELECTRICIAN
rPUMP POWER CABLES (2" RIGID CONDUITS)
FLOAT SWITCHES (2" RIGID CONDUIT)
2" RIGID ALUMINUM POSTS
CONCRETE AROUND POSTS
--LrJ 12" DIA. x 24" DEEP
TO SERVICE LOCATION
(VERIFY w/ POWER CO.)
ELECTRICAL RISER FOR
ILLUSTRATION PURPOSES ONLY
NOTES:
1. Water service with hose bibb and reduced pressure backflow preventer
to be installed near lift station. (See Electrical Riser Illustration)
2. System shall be operated and maintained to provide uninterrupted service
as required by DEP Chapter 62-604.500.
3. Approved Operation & Maintenance Manual(O&M) shall be kept available
for operation and maintenance personnel
4. A weather resistant emergency contact sign shall be installed at the lift
station and made visible to the public (Lettering shall be min. 2" in height.
5. INSPECTION & TESTING: A factory representative shall be provide for a one (1)
time start-up and shall have complete knowledge of the proper operation and
maintenance for the complete system.
0-24-2022
3- (2") FIELD
INSTALLED KNOCKOUTS
FOR ELECTRICAL
CONDUITS
COMPOSITE WATER -TIGHT
1811 INLET SLEEVE w/SS NUTS
& BOLTS
PRIVATE 6" INLET
SANITARY SEWER FIELD INSTALLED
PUMP STATION
IN CASE OF EMERGENCY CONTACT THE
FOLLOWING NUMBERS:
FACILITY OWNED BY:
NAME:
PHONE NUMBER:
FACILITY MAINTAINED BY:
NAME:
PHONE NUMBER:
STATION NUMBER:
NOTE: CONTRACTOR MUST SUPPLY
INFORMATION SIGN AT START-UP.
CONCRETE BASE SLAB AS PER
SPECIFICATIONS w/ #4 REBAR 18" O.C.
NOTE: ELECTRICAL INFORMATION IS SHOWN FOR REFERENCE ONLY AND IS
NOT INCLUDED AS PART OF THE ENGINEERING DESIGN OR CERTIFICATION BY
THE PROFESSIONAL ENGINEER. ANY ELECTRICAL DESIGN NEEDED FOR THE
LIFT STATION SHALL BE CONFIRMED AND CERTIFIED BY A PROFESSIONAL
ELECTRICAL ENGINEER.
LINTEGRAL FIBERGLASS SLOPE
L(2") CAST-IRON FLANGED BALL VALVE
(2") CAST-IRON FLANGED CHECK VALVE
DISCHARGE PIPE SUPPORTS
HDPE PIPING
SLIDE RAILS 1" SCH.40 AISI 304SS PIPE
CONCRETE AS REQ'D BY ENGINEER TO PREVENT FLOTATION
3.0 CU. YDS. MAKE MONOLITHIC POUR WITH BOTTOM SLAB
—BASIN ANTI -FLOTATION FLANGE
COMPACTED #57 STONE
THIS IS A COPYRIGHTED DRAWING. ANY CHANGES OR
MODIFICATIONS WITHOUT WRITTEN APPROVAL FROM
RILEY & COMPANY, INC. IS STRICTLY PROHIBITED. O
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JOHN J. HERBERT IV, RE
LIC # 84698 11
5/24/2023
LIFT STATION
PROJECT NO.22640
C10.0
PRO110 E 75 L
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CURB INLET EDGE OF PAVEMENT W/ CONCRETE CURB
RIM ELEV. = 20.47'
(S) 18" RCP INV. ELEV. = 16.02'
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R/W LINE (S) 18" RCP INV. ELEV. = 17.62'
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Scale: 1 inch = 20 feet
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RIM ELEV. = 21.49' z
- - — — RIME V?=20.38' PROPOSED 230 LF - ---- ----------------
- -NAB TO OBTAIN (N) 24 RCP INV. ELEV. = 17.19'
---
— — 3 PVC C - 9 0 0 (W) 24" RCP INV. ELEV. = 17.19' STORM WATER MANHOLE w o
- - -Il\4VER E-LEVATIW
CURB INLE (E) 24" RCP INV. ELEV. = 17.19' RIM ELEV. = 22.51' -
SANITARY SEWER MANHOLE (W) 24" RCP INV. ELEV.- 15.3'
RIM ELEV. 20.03' - RIM ELEV. - 23.75' (E) 24 RCP INV. ELEV. - 15.3 UTILITY KEY m
(N) 18 RCP I V. ELEV. 15.58 (W) 4" PVC INV. ELEV. = 19.2'
PROPOSED DIRECTIONAL BORE EXIT POINT
(S) 8" PVC INV. ELEV. = 19.1' A) 8" TAP ON EXISTIN 12" W.M.
1 — 4 HDPE FUSED FLANGED END B) PROPOSED FIRE H DRANT ASSEMBLY
1 — 4" 900 BEND(ROLL BEND TO 450 ANGLE UP CONNECT TO EXISTING MANHOLE C) PROPOSED 2" WAT R METER
E LV . 19.2 ~�
1 — 4" 45° BEND (3 6 " M N COVER) D) EXISTING" WATER METER o
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28'
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25'
PROPOSED UTILITY EASEMENT
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36" MIN. BELOW SUBGRADE OR A DEPTH
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EXISTING
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INV. EL. 18" MIN
15.80 E
MIN. 150' RADIUS
S.R. 70 SECTION
36" MIN. COVER
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PROPOSED
TEMPORARY
CONSTRUCTION
EASEMENT
15° MAX,
EXIT POINT
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JOHN J. HERBERT IV, P.E
LIC # 84698 11
5/24/2023
OFF -SITE FORCEMAIN
PROJECT NO.22640
C11.0
2" BLOCK VALVE WITH -
LOCKABLE DEVICE (TYP.)
VALVE BOX W/
2" SQUARE
OPERATOR NUT
II
LINE FROM MAIN
BY DEVELOPER
— FLANGE OR UNION -
BACKFLOW PREVENTER
METER
BALL VALVE AND CAP
(TYP. OF 2)
GROUND LEVEL
BURIED BALL VALVE
BY O.U.A.
NOTES:
12" SPOOL PIECE
LINE ITO CUSTOMER
BY DEVELOPER
1. ALL PIPING IS METER SIZE.
2. ALL PIPING IS BRASS WITH THREADED FITTINGS.
3. THIS DETAIL IS ALSO APPLICABLE TO 5/8" x 3/4" AND 1"
SERVICE WHERE A BACKFLOW PREVENTION DEVICE IS REQUIRED,
EXCEPT THAT METER WILL BE INSTALLED IN METER BOX.
4. METERS AND BACKFLOW PREVENTERS ARE TO BE PURCHASED FROM OUA.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION 1 1 /2 AND 2" METER/BACKFLOW ASSEMBLY PAGE No
OCT. 2015
(ABOVE GROUND) D3
m
FIRE HYDRANT
Z_
USE ANCHOR
COUPLING m ------------------
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18" MAX.
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UNDISTURBED
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(SEE DETAIL)
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6" R.S.G.V.
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6" D.I.P. OR PVC C-900D.I.P. OR PVC C-900
------------------
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5 1 /4 VALVE
OPENING
UNDISTURBED
SOIL
NOTES:
1. HYDRANT SHALL BE INSTALLED PLUMB AND TRUE.
2. THE MODEL COLOR TO BE SAFETY YELLOW, HYDRANT SHALL BE PER OUA
REQUIREMENTS.
3. VALVE SHALL BE PLACED ADJACENT TO MAIN, TIED TO TEE.
4. ANCHOR TEES ARE PERMITTED.
5. ALL HYDRANTS SHALL BE TEE'D OFF MAINS.
6. HYDRANTS SHALL NOT BE PLACED IN SIDEWALKS, ROADWAYS OR
BIKEPATHS.
7. MEGALUGS ON ALL FITTINGS.
8. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS PLACED IN SERVICE.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 TYPICAL
FIRE HYDRANT ASSEMBLY D 11
MAIN PLUG
CONCRETE METER BOX
W/ TRAFFIC TYPE COVER
FINISHED GRADE
BRASS CAP
92"
- ------ -
2" N.P.T. X 2-1/2" N.S.T.
NIPPLE (BRASS)
90' ELBOW
2" BRONZEBALL VALVE NIPPLE
(BFA13-777 OR
2" BALL VALVE
(B11-777)
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- - - - - - - - - - -
2" PVC SCH. 80 OR BRASS
2" BALL VALVE (611-777) WITH A 2" OPERATIVE NUT
ELEVATION
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NOTES:
1. GALVANIZED PIPING AND FITTINGS SHALL NOT BE USED ON TEMPORARY OR PERMANENT BLOWOFFS.
2. THE MAIN SHALL BE MECHANICALLY RESTRAINED IN ACCORDANCE WITH THE OUA STANDARDS. THE
NUMBER OF PIPE LENGTHS TO BE RESTRAINED SHALL BE PER THE MANUFACTURER RECOMMENDATION.
3. SAMPLE POINT TO BE REMOVED UPON COMPLETION.
4. SEE D9A FOR FLUSHING DETAILS.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 TYPICAL 2" TERMINAL END BLOWOFF
AND SAMPLING POINT D9
OTHER PIPES
HORIZONTAL
SEPERATION
CROSSING (1)
JOINT SPACING @
CROSSINGS
(FULL JOINT CENTERED)
WATER MAIN
ALTERNATE 3 FT. MINIMUM
WATER MAIN
STORM SEWER,
STORMWATER FORCE MAIN,
RECLAIM WATER 2
( )
3 FT. MINIMUM
12 INCHES IS THE MINIMUM
EXCEPT FOR STORM SEWER,
THEN 6 INCHES IS THE
MINIMUM AND 12 INCHES IS
WATER MAIN
PREFERRED
WATER MAIN
ALTERNATE 3 FT. MINIMUM
WATER MAIN
VACUUM SANITARY
SEWER
10 FT. PREFERRED
3 FT. MINIMUM
12 INCHES PREFERRED
6 INCHES MINIMUM
WATER MAIN
WATER MAIN
ALTERNATE 6 FT. MINIMUM
WATER MAIN
12 INCHES IS THE MINIMUM
GRAVITY OR PRESSURE
SANITARY SEWER,
SANITARY SEWER
10 FT. PREFERRED
6 FT. MINIMUM (3)
EXCEPT FOR GRAVITY SEWER,
THEN 6 INCHES IS THE
MINIMUM AND 12 INCHES IS
PREFERRED
WATER MAIN
FORCEMAIN
RECLAIM WATER (4)
ON -SITE SEWAGE
10 FT. MINIMUM
---
---
TREATMENT & DISPOSAL
FAC RULE 62-555.314 NOTES:
1. WATERMAIN TO CROSS OVER CONFLICT PIPES WHEREVER POSSIBLE, MAINTAINING 30 INCHES COVER AND 6 INCHES
SEPARATION AS MINIMUMS. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MIN. SEPARATION IS 12 INCHES.
2. RECLAIMED WATER REGULATED UNDER PART III OF CHAPER 62-610, F.A.C.
3. 3 FT FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER IS LAID AT LEAST 6 INCHES ABOVE THE
TOP OF THE GRAVITY SANITARY SEWER.
4. RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
NOTES:
A. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE PIPE TO CROSS ABOVE
CONFLICT PIPE WITH 6 INCHES VERTICAL SEPARATION AND MAINTAIN 30 INCHES COVER TO FINISHED GRADE.
B. FITTINGS SHALL BE RESTRAINED WITH MECHANICAL RESTRAINTS (MEGALUG). IN ACCORDANCE WITH OUA STANDARD
DETAILS.
C. THE DEFLECTION TYPE CROSSING IS PREFERRED.
D. DO NOT EXCEED 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION.
E. MECHANICALLY RESTRAIN ALL FITTINGS, AS PER MANUFACTURERS RECOMMENDATION AND OUA STANDARD DETAILS.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION WATER MAIN — SANITARY SEWER PAGE No
OCT. 2015 CONFLICT
D16
4
1�24
N
PLAN
CONCRETE COLLAR
CAST IRON COVER MARKED POUR CONCRETE COLLAR TO
"WATER", "SEWER" OR "FIRE"—� GRADE IN SODDED AREAS
TOP OF PAVEMENT --\
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BOX (INSIDE SCREW TYPE)
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JOINT VALVE
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NOTE: �-
VALVE NUT EXTENSION IS REQUIRED ON ALL VALVES WITH MORE THAN 36" OF COVER. EXTEND NUT TO
WITHIN 18" OF VALVE BOX RIM. PROVIDE SOLID BRICK PAD FOR VALVE BOX TO SIT ON.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 TYPICAL VALVE SETTING D 12
VERTICAL CREST
DEGREE
OF BEND
PIPE
DIA.
11
1 /4°
22 1 /2°
45°
90°
„D„
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6"
36"
16"
18"
36"
24"
24"
48"
28"
30"
54"
36"
36"
8"
48"
20"
20"
48"
30"
24"
54"
36"
36"
60"
46"
48"
12"
54"
24"
30"
54"
36"
40"
66"
48"
48"
72"
60"
60"
24"
72"
48"
48"
76"
60"
66"
96"
72"
84"
-
-
-
VERTICAL SAG
DEGREE OF BEND
PIPE
DIA.
11 1 /4°
22 1 /2°
45°
90°
„D„
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6"
6"
36"
-
6"
36"
-
18"
36"
-
24"
36"
-
8"
8"
36"
-
12"
36"
-
24"
36"
-
36"
36"
-
12"
18"
36"
-
30"
36"
-
42"
42"
-
54"
48"
-
16"
36"
36"
-
48"
48"
-
60"
60"
-
72"
72"
-
24"
48"
42"
-
60"
54"
-
78"
78"
-
96"
96"
-
36"
60"
54"
-
84"
78"
-
96"
96"
-
120"
120"
-
4" MAIN O.D
(VARIES)
4"X2-1 /2"X1
STL. GUSSET
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1/4"X3" BENT STRAP
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-FITTING
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CLEARENCE HOLE
FOR 1"0 ROD (TYP)
NOTES:
1. GUSSETS REQ'D FOR 16"0 AND LARGER MAINS.
2. STRAPS WITH GUSSET TO BE GALVANIZED AFTER WELDING.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION GRAVITY BLOCKS PAGE No
OCT. 2015
FOR PRESSURE PIPING D14A
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LIC # 84698
5/24/2023
UTILITY DETAILS I
PROJECT NO.22640
Cl 2.0
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36"
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-PENETRATING PICK HOLES;
VEIGHT 334 POUNDS;
PAVED SURFACE
RAIN GUARD
NOTES:
1. A WATER -TIGHT MANHOLE "RAIN GUARD" INSERT SHALL BE INSTALLED IN ALL MANHOLES.
2. A 3'X3'X6" CONCRETE COLLAR SHALL BE INSTALLED WHERE MANHOLE IS INSTALLED IN UNPAVED AREAS
3. "SANITARY SEWER" FOR WASTEWATER APPLICATIONS.
4. "WATER" FOR WATER APPLICATIONS.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 STANDARD MANHOLE FRAME AND COVER
D25
PRECAST GRADE RINGS OR
SOLID CORE BRICK PLASTERED
INSIDE & OUTSIDE w/ 1"
OF PORTLAND CEMENT.
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NEOPRENE
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FINISH GRADE
UNPAVED SURFACE
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PIPE SUPPORT 0 000 00 0 0 0 0 0 0 0 0 0 0 0 6" MIN.
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3" CLEAR
#4 AT 12" O.C.E.W. (MIN.) 6" 6" 6" 6"
4' DIA. (MIN.) GRAVEL
MIN. MIN. MIN. MIN.
NOTES:
1. PRECAST CONCRETE TYPE II 4000 P.S.I.
2. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2" THICK WITH WIDTH AT LEAST 1/2 THE WALL THICKNESS)
WITH GROUT INSIDE AND OUTSIDE.
3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON -SHRINKING GROUT.
4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM (SEE DETAIL).
5. LIFT HOLES ARE PERMITTED AND SHALL BE SEALED AFTER PLACEMENT OF RISER.
6. ALL PIPE HOLES SHALL BE PRECAST OR CORE -DRILLED.
7. APPROVED RUBBER BOOTS MUST BE USED WITH PVC PIPE.
8. INSIDE DROPS SHALL NOT EXCEED 2.0 FEET.
9. COAT INTERIOR & EXTERIOR WITH 2 COATS COAL TAR EPDXY, OR PRO -TECH COATING, 8 mil. MIN.
DRY FILM THICKNESS EACH COAT OR OUA APPROVED EQUAL.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 STANDARD MANHOLE (CONCENTRIC CONE)
D27
NOTES:
1. SEWER RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES.
2. SEWER RAIN GUARDS SHALL BE AS MANUFACTURED BY FOSROC-PRECO INDUSTRIES,
INC., OR SOUTH WEST PACKING AND SEALS, INC., OR APPROVED EQUAL.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 MANHOLE RAIN GUARD D 28
HEAVYIDU
WITH NO
MINIMUM b
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VEIGHT 334 POUNDS;
PAVED SURFACE
FINISH GRADE M
UNPAVED SURFACE -� 2" TYP.- +-22-3/4"�
I
21"
25-1/4"
36"
SECTION RAIN GUARD
NOTES:
1. A WATER -TIGHT MANHOLE "RAIN GUARD" INSERT SHALL BE INSTALLED IN ALL MANHOLES.
2. A 3'X3'X6" CONCRETE COLLAR SHALL BE INSTALLED WHERE MANHOLE IS INSTALLED IN UNPAVED AREAS
3. "SANITARY SEWER" FOR WASTEWATER APPLICATIONS.
4. "WATER" FOR WATER APPLICATIONS.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 STANDARD MANHOLE FRAME AND COVER
D25
PAVEMENT
(FOR PAVED AREA)
N�
CAST IRON, ROADWAY TYPE,
EXTENSION VALVE BOX
(INSIDE SCREW)
- C.I. COVER
CONCRETE VALVE PAD
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ADE (FOR
AREA)
COMPACTED EARTH
DED
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TWO (2) PAIRS OF INSULATED METALLIC 10
GAUGE SOLID COPPER WIRE (TYP.) EACH PAIR
77/7-HEADING ON OPPOSITE DIRECTIONS
PRESSURE MAIN
DUCT TAPE (5 PER
PIPE LENGTH)
1. ALL PVC PIPE SHALL REQUIRE TWO PAIRS OF INSULATED METALLIC LOCATING WIRES (10 GAUGE
SOLID COPPER) TAPED WITH 2" WIDE DUCT TAPE TO TOP CENTERLINE OF THE PIPE AT EVERY JOINT
AND AT 4 ADDITIONAL EQUALLY SPACED POINTS PER LENGTH OF PIPE.
2. LOCATING WIRES TO TERMINATE ON EACH END AT A VALVE BOX, 4" ABOVE GROUND AND FOLDED
BACK INSIDE VALVE BOX.
3. LOCATING WIRES SHALL BE CAPABLE OF DETECTION BY A CABLE LOCATOR AND PASS A FIELD
CONDUCTIVITY TEST, OBSERVED BY THE O.U.A., FROM END TO END OF WIRES.
4. SPLICES SHALL BE CAPABLE OF COMPLETE SUBMERSION, SUCH AS BUTT SPLICE WITH RAYCHEM
HEAT SHRINK TUBING.
5. NO MORE THAN ONE SPLICE IN LOCATING WIRES BETWEEN VALVES IS ALLOWED.
6. PROVIDE POTTING COMPOUND AT TRACER WIRE JUNCTIONS AND SPLICES.
7. THE ENDS OF ALL LOCATING WIRES, WHETHER THEY ARE SPLICED, CONNECTED, OR TERMINATED,
SHALL HAVE THE LAST THREE INCHES PIG TAILED AS DETAILED HEREON.
r 4" WARNING TAPE
METALLIC
LOCATING WIRE
18" (MAXIMUh
1" MAX
PVC PRESSURE MAIN
PVC PIPE LOCATING WIRE
PIG TAIL WIRE AFTER
PASSING THROUGH
#10 THW LOCATING SPLIT BOLT
WIRE (SOLID COPPER 4" MIN.
WIRE WITH BLUE
COATING)
4" MIN.
1/4" X 3/4" SPLIT BOLT
LOCATING WIRE DETAIL
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 LOCATING WIRE DETAILS
FOR ALL ROAD CROSSINGS AND BORES D 17
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OKEECHOBEE
UTILITY AUTHORITY CONSTRUCTION
STANDARDS &
DETAILS
REVISION
OCT. 2015
5/8" X 3/4" AND 1"
METER
IN BOX / BACKFLOW
ABOVE GROUND
PAGE No
D2A
WATER MA
ODE
A. MIN.
'VC
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NOTES:
1. SAMPLE POINT SHOULD BE ON A SERVICE LINE OR FIRE HYDRANT IF POSSIBLE.
2. SAMPLE POINT TO BE REMOVED BY CONTRACTOR AFTER PROJECT IS ACCEPTED.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS 8c DETAILS
REVISION PAGE No
OCT. 2015 SAMPLING POINT (ON MAIN) D7
GRASSY AREA
SEE D-25 FOR STANDARD
M/H FRAME AND COVER
PROVIDE STAINLESS -
STEEL STRAPS w/
STAINLESS STEEL
ANCHORS (MIN. TWO)
TEE
GRAVITY
SEWER
FINISH GRADE OR PAVEMENT
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FORCE MAIN
ONE LENGTH OF D.I.P.
LLJ CORE HOLE & SEAL
WITH NON-SRINK
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90' BEND ROTATED
IN DIRECTION OF GRAVITY
SEWER
BRICK SUPPORT
6" WIDE x 1/2 THICK
STAINLESS STEEL BRACE
3/4 " STAINLESS STEEL
ANCHOR
6' MIN.
NOTES:
1. SEE MANHOLE NOTES FOR STANDARD MANHOLE.
2. DROP PIPE AND FITTINGS SHALL BE PVC OR HDPE.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 FORCE MAIN TIE-IN
AT MANHOLE D29B
R/W OR EASEMENT LINE ROAD SURFACE OR OTHER VALVE & VALVE BOX
VALVE & VALVE BOX AREA TO BE DRILLED ,
EXIST. GRADE
al A
2 1OX PIPE DIA. ADAPTER
MIN. OR 4' MIN. MIN. �
HDPE PIPELINE HDPE PIPELINE
Mini sir
ADAPTER
PERPENDICULAR
CONNECTION
PLAN VIEW
MJ SPLIT
GLAND
HDPE PIPE
BUTT FUSION
WELD
HDPE ADAPTER
4° MAX'SLOPE
EXISTING D.I.P. OR
P.V.C. PIPELINE
STRAIGHT RUN
CONNECTION
GASKET MJ FITTING
HDPE-MJ ADAPTER
NOTES:
1. DIRECTIONAL DRILLS SHALL BE COMPLETED USING DR11 HDPE PIPE,
DIP SIZE: FOR WATER AND SANITARY FORCE MAIN
IPS SIZE: FOR VACUUM SEWER.
2. ALL DIRECTIONAL DRILLS SHALL BE AT A DEPTH OF 1OX PIPE DIAMETER BELOW THE
ROADWAY SURFACE OR 4' WHICHEVER IS GREATER.
3. ALL HDPE MUST BE COLOR CODED (SAFETY BLUE -WATER, SAFETY GREEN FOR SEWER AND
PANTONE PURPLE FOR RECLAIMED WATER); BUTT FUSION WELDED; AND CONNECTED WITH
HDPE-MJ ADAPTER.
4. 10 GUAGE SOLID COPPER LOCATING WIRES SHALL BE TAPED TO PIPE FROM VALVE TO VALVE
AT A SPACING NO GREATER THAN 5 FEET AND PULLED WITH THE PIPE. SEE D17 FOR
ADDITIONAL DETAILS.
5. GRAVITY SEWER BORES AS PREAPPROVED BY OUA.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 DIRECTIONAL DRILLING DETAIL D 19
JURISDICTIONAL LINE (IF APPLICABLE)
SILT SCREEN
RESTORATION & GRASSING
PAYMENT LIMITS
12'
TRENCH WIDTH
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BACKFILLED & COMPACTED TO 98% MAX.
DENSITY AT +/- 2% OF OPTIMUM MOISTURE
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AASHTO T-180/ASTM D 1557,
IN 12" LOOSE THICKNESS LIFTS.
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DENSITY AT +/- 2% OF OPTIMUM MOISTURE
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1. BACKFILL MATERIALS SHALL CONSIST OF CLEAN EARTH FILL COMPRISED OF SAND, SAND AND CLAY,
GRAVEL, CRUSHED ROCK OR OTHER MATERIALS FROM GROUPS A-1, A-2 OR A-3, AASHTO CLASSIFICATION,
FREE FROM ORGANIC MATTER AND VEGETATION, DEBRIS, LARGE CLODS OF EARTH OR STONES. UNSUITABLE
IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, LARGE ROCKS AND ROOTS SHALL BE REMOVED AND DISPOSED
OF BY THE CONTRACTOR.
2. THE PIPE SHALL BE FULLY SUPPORTED ALONG ENTIRE LENGTH.
3. THE PIPE TRENCH SHALL REMAIN DRY DURING PIPE LAYING OPERATIONS.
4. ALL TRENCH WORK SHALL CONFORM TO LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCH SAFETY
ACT AND OR OSHA.
5. FOUR INCH WIDE DETECTABLE TAPE SHALL BE PLACED APPROXIMATELY 12"-18" BELOW FINISHED GRADE AND
DIRECTLY ABOVE ALL PRESSURE PIPING. TAPE, WORDING AND COLOR SHALL CONFORM TO CITY STANDARDS.
6. TRAFFIC LANE CLOSURES, MOT PLANS AND ROADWAY REPAIRS MATERIALS SHALL BE PER DIRECTION OF ROAD
OWNER. CONTRACTOR TO INQUIRE WITH OWNER ABOUT REQUIREMENTS PRIOR TO BID.
7. 3M LOCATOR BALLS SHALL BE INSTALLED AT EACH FITTING IN THE PIPE LINE
CHANGING DIRECTION AND AT EACH CONNECTION.
8. 3M LOCATORS TO BE PROVIDED BY DEVELOPER AS SPECIFIED BY O.U.A.
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION PAGE No
OCT. 2015 TYPICAL TRENCH DETAIL
D13
PROPERTY LINE
CHECK VALVE
(RESIDENTIAL)
METER BOX
VALVE PRESSURE TEST LIMIT
BOX
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ISOLATION VALVE
PAVEMENT
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24" 24"
MIN, MIN.
ANGLE STOP
(LOCKING TYPE)
3/4 " OR 1" MIN. SERVICE LINE
POLYETHYLENE TUBING
SHORT SERVICES ONLY
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OF WAY, INSTALL GALVANIZED STEEL (2" MIN., DOUBLE STRAP SADDLE.
4" MAX.) SCH. 40 PVC OR HDPE CASING (CORPORATION STOP
IS REQUIRED)
NOTES:
1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF
18' APART. TAPS SPACED BETWEEN 18' TO 48" SHALL BE OFFSET TO EACH
SIDE OF THE MAIN, OR OFFSET 45'.
2. METER BOX SHALL BE SET TO CONFORM TO FINISHED GRADE ADJACENT TO
PROPERTY LINE. METER BOX SHALL NOT BE PLACED IN SIDEWALK OR DRIVEWAY
AREAS. SERVICE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS.
3. SERVICE CONNECTION TUBING TO BE POLYETHYLENE AND MAXIMUM LENGTH OF 100'.
4. ALL 5/8 " & 1" METERS REQUIRE A 3/4 " & 1" LOCKING
ANGLE METER VALVE RESPECTIVELY.
5. AFTER METER INSTALLATION, INSTALL LINE VALVE IN CUSTOMER SERVICE LINE.
6. DIMENSION "A" = 7" (5/8" X 3/4" METER)
= 8" (1" METER)
7. CONTRACTOR TO PROVIDE & INSTALL ENTIRE WATER SERVICE UP TO ANGLE STOP
INCLUDING METER BOX.
8. OUA TO PROVIDE AND INSTALL METER.
9. OUA TO INSTALL IN -LINE DUAL CHECK VALVE (RESIDENTIAL).
10. OUA TO INSTALL ISOLATION VALVE & BOX ON CUSTOMER SIDE OF METER INSTALLATION.
* 36" MIN. IN STATE ROAD R/W & UNDER ASPHALT
OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS
REVISION TYPICAL SERVICE CONNECTION (UNDERGROUND) PAGE No
OCT. 2015 FOR D 1
5/8" x 3/4" OR 1" METER
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UTILITY DETAILS III
PROJECT NO.22640
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