Plans.pdf

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CONSTRUCTION DRAWINGS

MANATEE

COUNTY

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BRADENTON

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CITY OF BRADENTON

PREPARED BY:

PUBLIC WORKS and UTILITIES DEPARTMENT

DECEMBER 2025

PROJECT NUMBER: 40859000-563000-26502

LOCATION MAP

SITE VICINITY MAP

FY 2026 WATER MAIN IMPROVEMENTS

-KINGSTON ESTATES-

PROJECT AREA

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No 99424

STATE OF

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MANATEE

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MYAKKA

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RIVER

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RIVER

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GENERAL

CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION

EXISTING CONDITIONS

GENERAL NOTES

UTILITY COORDINATION

SAFETY

RESTORATION

ACCESS/MAINTENANCE OF FACILITIES

MAINTENANCE OF TRAFFIC

PIPING NOTES

UTILITY SEPARATION

PROJECT SPECIFIC:

GENERAL NOTES and

DRAWING INDEX

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CITY OF BRADENTON

PUBLIC WORKS DEPARTMENT

DRAWING INDEX

DESCRIPTION

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WATER MAIN IMPROVEMENTS F.Y. 2026

KINGSTON ESTATES

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PROJECT NO.

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1. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF ALL THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS (CITY OF BRADENTON, MANATEE CO., FDEP, SWFWMD, FDOT, ETC) OBTAINED FOR THIS PROJECT. 2. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. 3. CONSTRUCTION MATERIALS QUALITY AND WORKMANSHIP SHALL BE IN ACCORDANCE CONSTRUCTION MATERIALS QUALITY AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE PROJECT THE CITY OF BRADENTON INFRASTRUCTURE SPECIFICATIONS AND FDOT SPECIFICATIONS AND STANDARDS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 4. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 5. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. 6. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS BUT ARE NOT PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC. WHICH ARE WITHIN THE PROJECT AREA. CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, DIMENSIONS, TYPES, AND CONDITIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE DRAWINGS) AFFECTING HIS WORK. 7. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 8. THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER IN WRITING, WITHIN 24 THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER IN WRITING, WITHIN 24 HOURS, IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 9. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT.

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13. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY DIGGING WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 14. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 15. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 16. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 19. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. 20. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS OR BETTER BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 21. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. 22. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX SERIES 600 AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH THE USE OF FLAGGER IF NECESSARY. ALL TRAFFIC LANES MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 24. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT. THE MOST STRINGENT SHALL GOVERN.

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25. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 26. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 27. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 28. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 29. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER FOR A WORK AROUND TO THE UTILITY CONFLICT. 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TEMPORARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY TEMPORARY CONSTRUCTION EASEMENTS THAT MAY BE REQUIRED FOR THE INSTALLATION OF THE WATER MAIN. 31. IT IS THE INTENT OF THIS CONTRACT THAT EXISTING WATER LINES WILL REMAIN IN IT IS THE INTENT OF THIS CONTRACT THAT EXISTING WATER LINES WILL REMAIN IN SERVICE AND UNDAMAGED UNTIL SERVICE CONNECTIONS ON THAT SECTION OF PIPE HAVE BEEN SUCCESSFULLY MOVED TO THE NEWLY INSTALLED AND ACCEPTED WATER MAINS. 32. THE FIRE HYDRANT ASSEMBLY SHALL BE EXCAVATED AND REMOVED TO 24" BELOW THE FIRE HYDRANT ASSEMBLY SHALL BE EXCAVATED AND REMOVED TO 24" BELOW GRADE LEVEL AND THE PIPE CAPPED WITH CONCRETE. SALVAGED FIRE HYDRANTS SHALL BE TRANSPORTED BY THE CONTRACTOR TO THE CITY'S FACILITY AT 705 13TH AVENUE WEST IN A CITY DESIGNATED AREA. 33. ALL CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF THE CITY OF ALL CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF THE CITY OF BRADENTON PUBLIC WORKS UTILITY STANDARDS, LATEST REVISION AND EXCEED THE REQUIREMENTS OF THOSE SPECIFICATIONS WHERE INDICATED ON THESE CONSTRUCTION DRAWINGS OR IN THE PROJECT SPECIFICATIONS. 34. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY OR HAVE VERIFIED THE LOCATION OF THE CONTRACTOR SHALL INVESTIGATE AND VERIFY OR HAVE VERIFIED THE LOCATION OF EXISTING UTILITIES AND ANY OTHER SUBSURFACE FACILITIES BEFORE STARTING WORK. HE SHALL BE LIABLE FOR ANY EXPENSE RESULTING FROM DAMAGE TO SAME. ANY CONFLICTS WITH EXISTING UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE. 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE CITY OF IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE CITY OF BRADENTON PUBLIC WORKS AND UTILITIES DEPARTMENT, ENGINEER 24 HOURS PRIOR TO ANY WORK AT SITE & 48 HOURS PRIOR TO ANY TESTING. WATER MAINS TIE-INS REQUIRING WATER SERVICE TO BE SHUT OFF SHALL BE MADE WHEN REQUIRED BY CITY OF BRADENTON PUBLIC WORKS AND UTILITIES DEPARTMENT. 36. THE CONTRACTOR SHALL COORDINATE HOLDING OF POLES WITH UTILITY COMPANIES IN THE CONTRACTOR SHALL COORDINATE HOLDING OF POLES WITH UTILITY COMPANIES IN ADVANCE SO UNNECESSARY DELAYS OF PROJECT SHALL NOT BE INCURRED. THE COST FOR THE HOLDING OF THE POWER POLES SHALL BE INCLUDED IN THE WATER MAIN UNIT COST ITEMS CONTAINED IN THE PROPOSAL.

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DATE

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REVISIONS

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BY

AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300

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COVER SHEET

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GENERAL NOTES AND DRAWING INDEX

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KEY MAP

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STORMWATER POLLUTION PREVENTION PLAN NOTES

AutoCAD SHX Text ABBREVIATIONS, CIVIL LEGEND and UTILITY CONTACTS

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TRENCH DETAILS

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AutoCAD SHX Text 17th STREET EAST STA. 13+00 to STA. 15+00

AutoCAD SHX Text 17th STREET EAST STA. 10+50 to STA. 13+00

AutoCAD SHX Text 17th STREET EAST STA. 8+50 to STA. 10+50

AutoCAD SHX Text 14th AVENUE EAST STA. 7+00 to 17th STREET EAST STA. 8+50

AutoCAD SHX Text 14th AVENUE EAST STA. 4+50 to STA. 7+00

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STORMWATER POLLUTION PREVENTION PLAN DETAILS

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STORMWATER POLLUTION PREVENTION PLAN DETAILS

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DEC., 2025

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WATER MAIN DETAILS

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WATER MAIN DETAILS

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WATER MAIN DETAILS

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WATER MAIN DETAILS

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TRENCH DETAILS

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ABANDONMENT OF EXISTING 8" WATER MAIN

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KRISTOFER S. ECCLES, PE

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REG. PROF. ENGINEER #99424

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CHECKED

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DRAWN

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DESIGNED

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PROJECT ENGINEER

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KRISTOFER S. ECCLES, P.E.

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SIBE

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K.S.E.

EOP EDGE OF PAVEMENT

STANDARD ABBREVIATIONS

CIVIL LEGEND

ROW

UTILITY CONTACTS

SECTION DESIGNATION

DETAIL/SECTION DESIGNATION

A

ABBREVIATIONS, CIVIL LEGEND

and UTILITY CONTACTS

Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked.

Check positive response codes before you dig!

CITY OF BRADENTON

PUBLIC WORKS DEPARTMENT

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WATER MAIN IMPROVEMENTS F.Y. 2026

KINGSTON ESTATES

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DATE

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PROJECT NO.

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ARV

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AIR RELEASE VALVE

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ASTM

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AMERICAN SOCIETY FOR TESTING AND MATERIALS

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AVE

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AVENUE

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AWWA

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AMERICAN WATER WORKS ASSOCIATION

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BASELINE OF CONSTRUCTION

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BFP

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BACKFLOW PREVENTER

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BFV

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BUTTERFLY VALVE

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BLDG

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BUILDING

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BLVD

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BOULEVARD

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BM

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BENCH MARK

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BO

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BLOW-OFF

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COMPUTED MEASUREMENT

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COB

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CITY OF BRADENTON

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C/L, CL,

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CENTERLINE

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CI

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CAST IRON

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CIP

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CAST IN PLACE, CAST IRON PIPE

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CLF

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CHAIN LINK FENCE

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CMP

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CORRUGATED METAL PIPE

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COM

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COMMUNICATION

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CONC

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CONCRETE

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CONST

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CONSTRUCTION

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CP

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CONTROL POINT

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DBI

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DITCH BOTTOM INLET

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DET

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DETAIL

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DI

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DUCTILE IRON

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DIA

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DIAMETER

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DIP

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DUCTILE IRON PIPE

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DWG

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DRAWING

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EAST

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EA

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EACH

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EL, ELEV

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ELEVATION

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ELEC

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ELECTRICAL

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ERCP

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ELLIPTICAL REINFORCED CONCRETE PIPE

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EXIST

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EXISTING

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FFE

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FINISHED FLOOR ELEVATION

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FDC

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FIRE DEPARTMENT CONNECTION

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FDEP

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FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

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FDOT

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FLORIDA DEPARTMENT OF TRANSPORTATION

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FG

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FINISHED GRADE

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FH

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FIRE HYDRANT

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FL

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FLOW LINE

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FO

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FIBER OPTIC

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FT

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FOOT

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GAL

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GALLON

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GEN

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GENERATOR

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GND

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GROUND

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GV

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GATE VALVE

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HDD

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HORIZONTAL DIRECTIONAL DRILL

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HDPE

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HIGH DENSITY POLYETHYLENE

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HWL

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HIGH WATER LEVEL

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ID

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INSIDE DIAMETER

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LF

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LINEAR FEET

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LS

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LIFT STATION

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LT

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LEFT

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LWL

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LOW WATER LEVEL

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MAX

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MAXIMUM

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MES

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MITERED END SECTION

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MH

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MANHOLE

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MIN

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MINIMUM

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MISC

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MISCELLANEOUS

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MJ

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MECHANICAL JOINT

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NORTH

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NOT APPLICABLE

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NAD

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NORTH AMERICAN DATUM

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NAVD

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NORTH AMERICAN VERTICAL DATUM

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NE

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NORTH EAST

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NGVD

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NATIONAL GEODETIC VERTICAL DATUM

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NIC

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NOT IN CONTRACT

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NPDES

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NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

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NTS

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NOT TO SCALE

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NW

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NORTH WEST

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OD

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OUTSIDE DIAMETER

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PROPERTY LINE

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PB

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PULL BOX

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PID

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PARCEL INDENTIFICATION

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PP

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POWER POLE

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PSI

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POUNDS PER SQUARE INCH

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PT

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PV

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PLUG VALVE

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PVC

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POLYVINYL CHLORIDE

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PVMT

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PAVEMENT

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PWR

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POWER

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RECORD MEASUREMENT

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RAD

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RADIUS

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R/W, ROW

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RIGHT-OF-WAY

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RCP

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REINFORCED CONCRETE PIPE

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RED

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REDUCER

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RJ

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RESTRAINED JOINT

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RIGHT

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SOUTH

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SANITARY

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SCHEDULE

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SOUTH EAST

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STATE ROAD

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STA

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STATION

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STCI

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STORMWATER CURB INLET

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STD

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STANDARD

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STM

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STORM

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STMH

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STORMWATER MANHOLE

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SW

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SOUTH WEST

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SWFWMD

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SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT

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SY

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SQUARE YARD

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TBM

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TEMPORARY BENCHMARK

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TOB

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TOP OF BANK

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TOC

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TOP OF CONCRETE, TOP OF CURB

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TOE

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TOE OF SLOPE

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TYP

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TYPICAL

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UG

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UNDERGROUND

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UGE

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UNDERGROUND ELECTRIC

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UGG

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UNDERGROUND GAS

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UGT

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UNDERGROUND TELEPHONE

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UGW

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UNDERGROUND WATER

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VCP

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VITRIFIED CLAY PIPE

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VERT

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VERTICAL

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WEST

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WITH

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WM

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WATER MAIN

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WSE, WSEL

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WATER SURFACE ELEVATION

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WT

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WEIGHT

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WV

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WATER VALVE

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EXISTING OR WORK OF OTHER TRADES, BOLD LINES

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NOTE: IN GENERAL, LIGHT OR LINES INDICATE

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INDICATE PROPOSED WORK

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EXISTING

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GV

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PALM

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OAK

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PINE

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BRADENTON, FL. 34208

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PALMETTO, FL. 34221

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BRADENTON, FL. 34205

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SARASOTA, FL. 34240

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TECO/PEOPLE'S GAS SYSTEM, INC.

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ORGANIZATION

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CONTACT AND TITLE

AutoCAD SHX Text CAREY McCOY

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BRIGHT HOUSE

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BRADENTON

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CITY OF

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TELEPHONE NUMBER

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8261 VICO CT.

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5413 SR. 64 EAST

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ADDRESS

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(941) 708-6300

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SUNSHINE ONE-CALL

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(941) 748-3816

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(941) 342-4030

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(941) 723-4426

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(941) 906-6722

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1701 RINGLING BLVD. MCFLSS 4113 SARASOTA, FL. 34236

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FLORIDA POWER AND LIGHT DISTRIBUTION

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FLORIDA POWER AND LIGHT TRANSMISSION

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(941) 483-2049

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420 ALBEE FARM RD. VENICE, FL 34285

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MANATEE COUNTY UTILITIES

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792-8811 EXT. 5059

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4422 C 66TH ST WEST BRADENTON, FL. 34210

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FRONTIER

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TOM WRIGHT

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INFRASTRUCTURE ENGINEER

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KIM CLAYBACK

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DANNY SHANAHAN

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DENISE HUTTON

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KRISTIN GARDNER

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OLGA ROSIER

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DWG NUMBER DETAIL OR

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SECTION APPEARS ON

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DETAIL/SECTION DESIGNATION

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SECTION DESIGNATION

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DIRECTION OF SECTION

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APPEARS ON

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4901 BELFORD RD. SUITE 130 JACKSONVILLE, FL 32256

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DOUGLAS HALPIN

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CSX R/R TRANSPORTATION

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(904) 245-1057

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GERARDO "JERRY" TRAVERSO

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(941) 749-3500 EXT. 7859

AutoCAD SHX Text 2101 47th TERRACE EAST BRADENTON, FL. 34203

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MANATEE COUNTY TRAFFIC DESIGN DIVISION

AutoCAD SHX Text CONTROL POINT PIPE FOUND IRON ROD FOUND MONUMENT FOUND CONCRETE POWER POLE TRAFFIC POLE LIGHT POLE WOOD UTILITY POLE GUY WIRE ELECTRIC BOX UTILITY PEDESTAL WATER METER WATER VALVE BACKFLOW PREVENTER FIRE HYDRANT MITERED END SECTION SANITARY MANHOLE STORM MANHOLE TELEPHONE MANHOLE MANHOLE GAS MARKER TELEPHONE UTILITY MAILBOX SIGN FIBER OPTIC UTILITY VAULT CLEAN OUT GAS VALVE FENCE LINES OVERHEAD ELECTRIC LINES UNDERGROUND ELECTRIC LINES UNDERGROUND WATER LINES UNDERGROUND GAS LINES SANITARY SEWER LINES STORM SEWER LINES UNDERGROUND TELEPHONE RIGHT OF WAY WATER MAIN TO BE ABANDONED IN PLACE

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3405 W MLKJR BLVD SUITE 125 TAMPA, FL 33607

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KEN SOULE

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BLACK AND VEATCH-TAMPA

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(813) 539-2274

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NATIONAL FIBER

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MCI

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(800) 624-9675 (800) 289-3427

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SECURITY DEPARTMENT

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ASHBURN, VA

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NICK IAFFALDANO

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OPITCALTEL

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(888) 860-4088

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MIAMI, FL

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STAKE CENTER LOCATING

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CROWN CASTLE NG

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(888) 860-4088

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SARASOTA, FL

AutoCAD SHX Text G-3

AutoCAD SHX Text 40859000-563000-26502

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DEC., 2025

AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300

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KRISTOFER S. ECCLES, PE

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REG. PROF. ENGINEER #99424

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CHECKED

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DRAWN

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DESIGNED

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PROJECT ENGINEER

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KRISTOFER S. ECCLES, P.E.

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SIBE

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S

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KEY MAPCall 811 or www.sunshine811.com two full business days before digging to have utilities located and marked.

Check positive response codes before you dig!

CITY OF BRADENTON

PUBLIC WORKS DEPARTMENT

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DEC., 2025

AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300

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KRISTOFER S. ECCLES, PE

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REG. PROF. ENGINEER #99424

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CHECKED

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DRAWN

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DESIGNED

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PROJECT ENGINEER

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KRISTOFER S. ECCLES, P.E.

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SIBE

STORMWATER POLLUTION

PREVENTION PLAN NOTES

GENERAL

EROSION AND SEDIMENT TRANSPORT PREVENTION

EROSION PRACTICES

STABILIZATION PRACTICES

STRUCTURAL PRACTICES

WASTE DISPOSAL

OFFSITE VEHICLE TRACKING

TIMING OF CONTROL MEASURES

STORMWATER POLLUTION PREVENTION NOTESSEDIMENT AND EROSION CONTROL NOTES

Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked.

Check positive response codes before you dig!

CITY OF BRADENTON

PUBLIC WORKS DEPARTMENT

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WATER MAIN IMPROVEMENTS F.Y. 2026

KINGSTON ESTATES

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1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION AND SEDIMENT CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 5. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 6. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION BOOMS SHALL BE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOATATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 8. ON-SITE AND OFF-SITE SOIL STOCKPILE, AND BORROW AREAS SHALL BE PROTECTED FROM ON-SITE AND OFF-SITE SOIL STOCKPILE, AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 9. FUEL AND OTHER PETROLEUM PRODUCT SPILLS SHALL BE CONTAINED, CLEANED UP AND FUEL AND OTHER PETROLEUM PRODUCT SPILLS SHALL BE CONTAINED, CLEANED UP AND REPORTED IMMEDIATELY. 10. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 11. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE ENGINEER PRIOR TO ANY EXCAVATION. 12. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 13. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 14. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED AS SPECIFIED IN THE PLANS, FERTILIZED, AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED AND MULCHED AS SHOWN ON THE PLANS. 15. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL): 1 (VERTICAL) OR FLATTER UNLESS ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL): 1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 17. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES STATE WATER QUALITY STANDARDS. 18. THE WORK SPECIFIED IN THIS SECTION CONSISTS OF MEASURES REQUIRED TO CONTROL THE WORK SPECIFIED IN THIS SECTION CONSISTS OF MEASURES REQUIRED TO CONTROL EROSION AND TRANSPORT OF SEDIMENTS WITHIN AND FROM THE PROJECT AREA, SO AS TO PREVENT THE DEGRADATION OF RECEIVING WATERS, DETRIMENTAL EFFECTS ON PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE PROJECT AND DAMAGE WITHIN THE PROJECT AREA. THESE MEASURES WILL INCLUDE THE CONSTRUCTION AND MAINTENANCE OF TEMPORARY AND PERMANENT EROSION CONTROLS. 19. CONSTRUCTION OPERATIONS SHALL BE RESTRICTED TO THOSE AREAS WHERE IT IS CONSTRUCTION OPERATIONS SHALL BE RESTRICTED TO THOSE AREAS WHERE IT IS NECESSARY TO PERFORM FILLING OR EXCAVATION TO ACCOMPLISH THE WORK SHOWN ON THE DRAWINGS AND TO THOSE AREAS WHICH MUST BE ENTERED TO CONSTRUCT TEMPORARY OR PERMANENT STRUCTURES. AS SOON AS THE CONDITIONS WILL PERMIT, RIVERS, STREAMS, IMPOUNDMENT, STORMWATER STORAGE AND CONVEYANCE SYSTEMS AND ANY ONSITE RECEIVING WATER BODIES SHALL BE PROMPTLY CLEARED OF ALL OBSTRUCTIONS PLACED THEREIN OR CAUSED BY CONSTRUCTION OPERATIONS. RUNOFF FROM UNSTABILIZED AREAS SHALL BE DIRECTED TO EITHER THE OFFSITE POND OR TREATED THROUGH SILT FENCES BEFORE DISCHARGING FROM THE PROPERTY. 20. PERMANENT EROSION CONTROL FEATURES SHALL BE INCORPORATED INTO THE PROJECT AT PERMANENT EROSION CONTROL FEATURES SHALL BE INCORPORATED INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME. TEMPORARY CONTROL FEATURES WILL BE USED TO CORRECT CONDITIONS THAT DEVELOP DURING CONSTRUCTION WHICH WERE NOT FORESEEN AT THE TIME OF DESIGN TO CONTROL EROSION PRIOR TO THE TIME IT IS PRACTICAL TO CONSTRUCT PERMANENT CONTROL FEATURES. 21. TEMPORARY EROSION CONTROL MAY BE USED IN CONTROLLING EROSION IN AREAS WHERE TEMPORARY EROSION CONTROL MAY BE USED IN CONTROLLING EROSION IN AREAS WHERE CONDITIONS NOT UNDER THE CONTROL OF THE CONTRACTOR, PRECLUDE COMPLETION OF A SECTION OF A PROJECT IN A CONTINUOUS MANNER, AND FOR CONTROLLING EROSION IN AREAS WHERE CONSTRUCTION OPERATIONS MUST BE PERFORMED SUBSEQUENTLY THAT WILL CAUSE DAMAGE TO PERMANENT EROSION CONTROL FEATURES. TEMPORARY EROSION AND WATER POLLUTION CONTROL FEATURES SHALL CONSIST OF, BUT NOT BE LIMITED TO, GRASS, TEMPORARY MULCHING, SANDBAGGING, SEDIMENT BASINS, SEDIMENT CHECKS/EARTH DITCH CHECKS, BERMS, FLOATING TURBIDITY BARRIERS AND SILT FENCE. 22. TEMPORARY STABILIZATION - SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE TEMPORARY STABILIZATION - SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS WILL BE STABILIZED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THESE AREAS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH. THE SURFACE AREAS OF UNPROTECTED ERODIBLE EARTH EXPOSED BY CLEARING AND GRUBBING, EXCAVATION OR FILLING OPERATIONS SHALL BE KEPT TO A MINIMUM AS PRACTICAL. 23. PERMANENT STABILIZATION - ALL DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION PERMANENT STABILIZATION - ALL DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED WILL BE STABILIZED BY SOD IN ACCORDANCE WITH THE LANDSCAPING PLANS AND/OR CONSTRUCTION PLANS. 24. STAKED SILT SCREENS - WILL BE INSTALLED ACCORDING TO THE PLANS TO PROTECT STAKED SILT SCREENS - WILL BE INSTALLED ACCORDING TO THE PLANS TO PROTECT OFFSITE AREAS FROM ANY POSSIBLE ADVERSE EFFECTS FROM SEDIMENTS. SEDIMENT WILL BE REMOVED FROM THE UPSTREAM SIDE OF ANY SILT SCREEN ONCE THE ACCUMULATED SEDIMENT REACHES 1/3 THE HEIGHT OF THE SILT SCREEN. ANY SEDIMENT DEPOSITS OR SOIL DISTURBANCE CREATED DURING THE INSTALLATION AND REMOVAL OF SILT SCREEN SHALL BE DRESSED TO CONFORM TO THE FINISHED GRADE. THE SILT SCREEN SHALL BE INSPECTED ALONG WITH THE REST OF THE PROJECT ONCE EVERY SEVEN DAYS OR WITHIN 24 HOURS OF A RAINFALL EVENT EXCEEDING 0.5”. WHERE DEFICIENCIES EXIST, . WHERE DEFICIENCIES EXIST, ADDITIONAL SILT FENCES SHALL BE INSTALLED OR REPLACED. ATTACHMENT OF SILT SCREEN TO EXISTING TREES WILL NOT BE PERMITTED UNLESS APPROVED BY THE PROJECT ENGINEER. NOTE: THE FOLLOWING CONTROLS CONCERN DAY-TO-DAY ACTIVITIES ON THE SITE. THE SITE THE FOLLOWING CONTROLS CONCERN DAY-TO-DAY ACTIVITIES ON THE SITE. THE SITE SUPERINTENDENT IS RESPONSIBLE FOR SEEING THAT THEY ARE CARRIED OUT APPROPRIATELY. 25. WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN METAL WASTE MATERIALS - ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN METAL DUMPSTERS AND THEN HAULED TO AN APPROVED DISPOSAL SITE. THE DUMPSTERS WILL MEET ALL CITY SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. NO CONSTRUCTION WASTE WILL BE BURIED ON THE SITE. ALL PERSONNEL WILL BE INSTRUCTED IN THE CORRECT PROCEDURE FOR WASTE DISPOSAL. EMPLOYEE WASTE AND OTHER LOOSE MATERIALS, E.G., CUPS, CANS, BAGS, ETC., WILL BE COLLECTED SO AS TO PREVENT THE RELEASE OF “FLOATABLES” DURING RUNOFF EVENTS. FLOATABLES” DURING RUNOFF EVENTS. DURING RUNOFF EVENTS. 26. HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE HAZARDOUS WASTE - ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS, OR BY THE MANUFACTURER. 27. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS IN A TIMELY MANNER MEETING ALL LOCAL AND STATE REGULATIONS. 28. MONITORING OF OFFSITE TRACKING OF SEDIMENTS AT THE ENTRANCES IS ESSENTIAL WHERE MONITORING OF OFFSITE TRACKING OF SEDIMENTS AT THE ENTRANCES IS ESSENTIAL WHERE SILT FENCE WILL NOT BE PLACED TO ENABLE ACCESS TO THE SITE. IF IT APPEARS THAT SIGNIFICANT AMOUNTS OF SEDIMENT ARE BEING TRACKED OFF THE SITE, GRAVEL ENTRANCES OR OTHER EQUIVALENT MEASURES ARE RECOMMENDED TO HELP DISLODGE THE SOIL, SEDIMENT AND DIRT BEFORE THE VEHICLES LEAVE THE SITE. 29. AREAS WHERE THE GROUND HAS BEEN DISTURBED AND CONSTRUCTION ACTIVITIES AREAS WHERE THE GROUND HAS BEEN DISTURBED AND CONSTRUCTION ACTIVITIES TEMPORARILY WILL CEASE FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA WHERE THE GROUND HAS BEEN DISTURBED, THAT AREA WILL BE STABILIZED WITH SOD OR OTHER SUITABLE STABILIZATION MATERIALS. AFTER THE SITE IS STABILIZED, ALL EXCESS SEDIMENTS AND DEBRIS WILL BE REMOVED FROM THE PONDS AND STORMWATER CONVEYANCE SYSTEM/STRUCTURES RECEIVING DIRECT RUNOFF FROM THE AREA.

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1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL NON-REUSABLE SILT FROM THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL NON-REUSABLE SILT FROM THE SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. 5. WIRE MESH SHALL BE LAID OVER EACH DROP INLET SO THAT THE WIRE EXTENDS A WIRE MESH SHALL BE LAID OVER EACH DROP INLET SO THAT THE WIRE EXTENDS A MINIMUM IF 1FT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2 INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH AS INDICATED ON SEDIMENT FILTER DETAIL (SEE DETAIL G-8). THE DEPTH OF STONE SHALL BE AT LEAST 1FT OVER THE ENTIRE INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 1.5FT ON ALL SIDES. 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. 8. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL OR WHEN THE SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL OR WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. 9. ANY SEDIMENT DEPOSITS REMAINING IN PLACE, AFTER THE SYNTHETIC BALE OR FILTER ANY SEDIMENT DEPOSITS REMAINING IN PLACE, AFTER THE SYNTHETIC BALE OR FILTER BARRIERS, AND OR SILT FENCES ARE NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SODDED. 10. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. 11. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED 1/3 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. 12. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND SWALES AS WELL AS PROVIDE MEASURES TO PREVENT SILTATION OF STORMWATER TREATMENT SYSTEMS AND CONTROL STRUCTURES DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL UTILIZE WHATEVER MEANS NECESSARY TO MANAGE STORMWATER SUCH THAT IMPACT TO CONSTRUCTION IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK, INCLUDING PROVIDING EQUIPMENT, LABOR, FILL, ETC. NECESSARY TO REMEDIATE AND/OR RESTORE ALL AREAS IMPACTED BY EROSION, RUNOFF, AND STORMWATER. 13. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (FDER) CHAPTER 6. 14. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. 15. SOD SHALL BE PLACED IN AREAS WHICH REQUIRE IMMEDIATE EROSION PROTECTION SOD SHALL BE PLACED IN AREAS WHICH REQUIRE IMMEDIATE EROSION PROTECTION TO ENSURE WATER QUALITIES ARE MAINTAINED. 16. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO A ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO A SEDIMENTATION BASIN IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALLS. 17. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH REQUIRES A CONSUMPTIVE USE PERMIT FROM THE SWFWMD. 18. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL SHALL REMAIN IN PLACE UNTIL ALL DEWATERING, EROSION, AND SEDIMENT CONTROL SHALL REMAIN IN PLACE UNTIL AFTER COMPLETION OF CONSTRUCTION, AND REMOVED ONLY WHEN AREAS HAVE BEEN STABILIZED. 19. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED AND MULCHED UNTIL A ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED AND MULCHED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. CONTRACTOR SHALL USE ADDITIONAL MEASURES TO STABILIZE DISTURBED AREAS THROUGH COMPACTION, SILT SCREENS AND GRASSING. ALL FILL SLOPES 6:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. 20. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF SWFWMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART OF THE CONTRACT. 21. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT RULES AND REGULATIONS. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD AND/OR GRASS PER THE CONTRACT DOCUMENTS, THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT, CITY OF BRADENTON STANDARDS, AND MEETING THE NPDES FINAL STABILIZATION REQUIREMENTS. 23. THESE PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE THE MINIMUM THESE PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. CONTRACTOR IS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION COSTS, AND FINES. 24. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND REGULATIONS. (FOR ANY CONSTRUCTION NOT COVERED BY THE OWNER'S "NOTICE OF INTENT" PERMIT")

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DATE

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REVISIONS

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BY

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AutoCAD SHX Text 40859000-563000-26502

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DEC., 2025

AutoCAD SHX Text 888 13th AVENUE EAST BRADENTON, FLORIDA 34208 (941) 708-6300

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KRISTOFER S. ECCLES, PE

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REG. PROF. ENGINEER #99424

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CHECKED

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DRAWN

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DESIGNED

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PROJECT ENGINEER

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KRISTOFER S. ECCLES, P.E.

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PREVENTION PLAN DETAILS

POLLUTION PREVENTION PLAN CERTIFICATION

SILT FENCE DETAIL1

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CITY OF BRADENTON

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AutoCAD SHX Text CONTRACTOR'S CERTIFICATION THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE CONTRACTOR(S) OR SUBCONTRACTOR(S) THAT WILL IMPLEMENT EACH MEASURE. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF UNDER PENALTY OF LAW THAT I…