Brooksville East Avenue - 100% Plans (1).pdf

THOMAS F. BURKE, P.E.

58566LIC. NO.:

02/22/2021

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CITY OF BROOKSVILLE

DEPARTMENT OF PUBLIC WORKS

600 S BROOKSVILLE AVENUE, BROOKSVILLE, FL 34601

EAST AVENUE & PEYTON PLACE, BROOKSVILLE, FL 34601

SECTION 22, TOWNSHIP 22S, RANGE 19E

CITY OF BROOKSVILLE

EAST AVENUE DRAINAGE CHANNEL

MAINTENANCE IMPROVEMENTS

CONTRACT DOCUMENTS

NOT TO SCALE

HERNANDO COUNTY

VICINITY MAP

PROJECT

VICINITY

OWNER:

CITY OF BROOKSVILLE

DEPARTMENT OF PUBLIC WORKS

ATTN: JON DOWLER

600 S BROOKSVILLE AVENUE

BROOKSVILLE, FL 34601

PHONE: (352) 540-4336

CIVIL:

CARDNO, INC.

ATTN: THOMAS BURKE

20215 CORTEZ BOULEVARD

BROOKSVILLE, FL 34601

PHONE: (352) 754-4551

SURVEY

D.C. JOHNSON ASSOCIATES

ATTN: ANDREW GETZ

11911 S CURLEY STREET

SAN ANTONIO, FL 33576

PHONE: (352) 588-2768

DESIGN TEAM

GOVERNING STANDARDS AND SPECIFICATIONS:

· FLORIDA DEPARTMENT OF TRANSPORTATION,

STANDARD PLANS FOR ROAD & BRIDGE

CONSTRUCTION, 2020-2021 EDITION.

· FLORIDA DEPARTMENT OF TRANSPORTATION,

STANDARD SPECIFICATIONS FOR ROAD & BRIDGE

CONSTRUCTION, JULY 2020 EDITION.

· AMENDED BY CONTRACT DOCUMENTS.

· CONSTRUCTION MATERIALS QUALITY AND

WORKMANSHIP SHALL BE IN ACCORDANCE WITH

THE CITY OF BROOKSVILLE LAND DEVELOPMENT

CODE.

ELEVATIONS BASED ON:

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88)

CONVERSION: NAVD 88 TO NGVD 29 = + 0.823 FT

CITY OF BROOKSVILLE

CITY COUNCIL MEMBERS

JOE BERNARDINI MAYOR

PAT BRAYTON VICE MAYOR

ROBERT BATTISTA COUNCIL MEMBER

WILLIAM KEMERER COUNCIL MEMBER

BETTY ERHARD COUNCIL MEMBER

NOT TO SCALE

LOCATION MAP

PROJECT

LOCATION

PREPARED FOR:

C1.00

COVER SHEET

FOR REFERENCE ONLY

1 OF 1 TOPOGRAPHIC SURVEY

Sheet List Table

Sheet Number Sheet Title

C1.00 COVER SHEET

C1.01 GENERAL NOTES

C1.02 STORMWATER POLLUTION PREVENTION PLAN

C1.03

EROSION CONTROL NOTES AND DETAILS (1)

C1.04

EROSION CONTROL NOTES AND DETAILS (2)

C2.00 SITE DEMOLITION PLAN

C3.00 SITE AND GRADING PLAN

C3.01

CROSS SECTIONS (1)

C3.02

CROSS SECTIONS (2)

C3.03

CROSS SECTIONS (3)

C4.00 SITE DEVELOPMENT DETAILS

02/22/2021

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GENERAL NOTES

1. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL

CONFORM TO FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," 2020

EDITION, AND THE LATEST LOCAL GOVERNMENT AGENCY UTILITIES AND FDOT STANDARDS,

DETAILS AND SPECIFICATIONS UNLESS OTHERWISE INDICATED.

2. THE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988 DATUM. REFER TO SURVEY

PREPARED BY D.C. JOHNSON ASSOCIATES, DATED 10/15/2020.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO

CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AND

DURING CONSTRUCTION. SEE EROSION CONTROL NOTES, DETAILS AND STORMWATER

POLLUTION PREVENTION PLAN FOR ADDITIONAL INFORMATION.

4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL

PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES.

5. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE

CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SAFETY.

6. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE

VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.

7. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI (28 DAY

STRENGTH), UNLESS OTHERWISE NOTED.

8. ALL DISTURBED GRASSED AREAS SHALL BE RESODDED WITHIN 72 HOURS UNLESS OTHERWISE

INDICATED.

9. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL OR

BETTER CONDITION.

10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND

WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE

GROUND IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES TO THE

PROPERTY LINE AT A MINIMUM. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE ENGINEER AND REQUESTING A

CLARIFICATION OF PLANS PRIOR TO DEMOLITION.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING

PERMITS, AND OTHER CONSTRUCTION PERMITS NOT FURNISHED BY THE OWNER, PRIOR TO THE

START OF ANY CONSTRUCTION OR DEMOLITION.

12. SPECIAL CARE IS TO BE TAKEN SO THAT PROTECTED TREES REMAIN UNHARMED DURING

CONSTRUCTION. IN ANY EVENT, NO TREE(S) SHALL BE REMOVED UNLESS DESIGNATED FOR

REMOVAL ON THE PLANS.

13. REFERENCED INDEX NUMBERS REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION ROAD

DESIGN STANDARDS, 2019-2020 EDITION.

14. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION AND

SHALL BE IN ACCORDANCE WITH LOCAL GOVERNMENT AGENCY LAND DEVELOPMENT CODE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO AND INCLUDING

THE INITIAL MOWING.

15. CONTRACTOR IS ADVISED TO BECOME FAMILIAR WITH THE OVERALL SCOPE OF WORK TO BE

PERFORMED PRIOR TO CONSTRUCTION.

16. THE CONTRACTOR SHALL PROVIDE CERTIFIED STORMWATER RECORD DRAWINGS (AS-BUILTS), SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA

PRIOR TO CERTIFICATION BY THE ENGINEER OF RECORD. THE RECORD DRAWINGS SHALL SHOW

FINAL GRADES AND LOCATIONS ON ALL STORMWATER FACILITIES, DRAINAGE STRUCTURES,

BERMS & SWALES. THE RECORD DRAWINGS MUST COMPLY WITH THE SOUTHWEST FLORIDA

WATER MANAGEMENT DISTRICT'S (SWFWMD) "AS-BUILT" DRAWINGS AND INFORMATION

CHECKLIST, FORM 62-330.310(1) PER SWERP RULE 62-330.310(4)(a),F.A.C. THE CONTRACTOR SHALL

PROVIDE SUFFICIENT (MIN 1) COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER

OF RECORD FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM.

17. THE CONTRACTOR SHALL LOCATE AND STAKE ALL PROPERTY CORNERS PRIOR TO FINAL

ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY

TO RE-ESTABLISH THE PROPERTY CORNERS WHICH HAVE BEEN LOST DURING CONSTRUCTION BY

A PROFESSIONAL LAND SURVEYOR.

18. WORK SHALL NOT COMMENCE UNTIL ALL PERMITS REQUIRED FOR THE SUBJECT PORTION OF THE

PROJECT ARE OBTAINED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL REQUIRED

PERMITS AND/OR EVIDENCE OF COMPLIANCE WITH APPLICABLE REGULATIONS ON SITE AT ALL

TIMES DURING THE EXECUTION OF WORK. SPECIFIC PERMITS MAY BE REQUIRED FOR THE

INSTALLATION OF POTABLE WATER LINES, SANITARY SEWER LINES, STORMWATER PIPES, ETC.

TREE BARRICADES AND EROSION SILTATION CONTROL MUST BE INSTALLED AND MAINTAINED

PRIOR TO COMMENCING CONSTRUCTION.

19. CONSTRUCTION SHALL PROCEED SUCH THAT ALL STORMWATER FACILITIES WITHIN A

WATERSHED AREA ARE IN PLACE AND OPERATIONAL PRIOR TO DEMOLITION AND/OR

CONSTRUCTION OF IMPERVIOUS SURFACES WITHIN THAT AREA (IF APPLICABLE).

20. NO STOCKPILING OF MATERIALS IN ROADWAY ROW OR ON SIDEWALK. ROW, ROADS AND

SIDEWALKS TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP.

21. CONTRACTOR IS TO EXERCISE CAUTION IN THE VICINITY OF TREES TO REMAIN AND IS

RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK.

22. GENERAL CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ELECTRICAL

SERVICE EQUIPMENT IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING JURISDICTION.

23. CONTRACTOR TO FAMILIARIZE THEMSELVES WITH THE PROJECT GEOTECHNICAL REPORT AND

ADHERE TO THE RECOMMENDATIONS FOR PAVEMENT SECTIONS AND ANY OTHER

RECOMMENDATIONS RELATED TO CONSTRUCTION OF THIS PROJECT.

24. CONTRACTOR SHALL BECOME FAMILIAR WITH WATER MANAGEMENT DISTRICT PERMIT, FDEP

NOTICE OF INTENT, FDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND

SMALL CONSTRUCTION ACTIVITIES, PROJECT STORMWATER POLLUTION PREVENTION PLAN

(ATTACHED), RIGHT-OF-WAY, UTILITY, AND ALL PERMITS ASSOCIATED WITH THE PROJECT.

25. ALL NOTES APPLY TO ALL SHEETS WHERE APPLICABLE.

TRAFFIC CONTROL/MOT NOTES

1. THE CONTRACTOR IS REQUIRED TO PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN TO LOCAL

GOVERNMENT AGENCY FOR REVIEW AND APPROVAL.

2. THE CONTRACTOR SHALL INSTALL ALL APPROVED TRAFFIC CONTROL DEVICES PRIOR TO

COMMENCING CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION, INSTALLATION, AND COORDINATION OF

ALL TRAFFIC SIGNS AND BARRICADES WITH LOCAL GOVERNMENT AGENCY.

4. THE CONTRACTOR SHALL NOTIFY THE LOCAL GOVERNMENT AGENCY PUBLIC WORKS OFFICE,

RIGHT-OF-WAY, THE FIRE DEPARTMENT, THE POLICE DEPARTMENT, ALL GOVERNMENTAL TRAFFIC

DEPARTMENTS, AND ANY ADJACENT BUSINESSES PRIOR TO ANY STREET BEING CLOSED OR MADE

IMPASSABLE.

5. THE CONTRACTOR SHALL PROVIDE TEMPORARY GRADE TRANSITIONS DURING CONSTRUCTION TO

ALLOW VEHICULAR ACCESS TO ADJACENT RESIDENTS, AS NECESSARY TO PROVIDE ACCESS.

6. SIGNS & BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF

TRANSPORTATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND THE FDOT

"ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 102-600 THRU 102-670 (2019-2020 EDITION).

7. MAINTENANCE OF TRAFFIC FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT-OF-WAY SHALL

BE IN ACCORDANCE WITH FDOT STANDARD INDEX NUMBERS 102-600, 102-622, 102-623, AND

102-660. NO LANE CLOSURES ARE PERMITTED WITHOUT PRIOR APPROVAL HAVING BEEN

OBTAINED FROM LOCAL GOVERNMENT AGENCY INSPECTOR.

8. CONTRACTOR TO REFER TO FDOT INDEX NO. 102-660 FOR ALL MAINTENANCE OF PEDESTRIAN

TRAFFIC AND CONTROL FOR SIDEWALK CLOSURES.

9. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR

UNPAVED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION

OF THE PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL ROUTE, THEN THE

CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION AND/OR GUIDANCE TO THE SCHOOL AGED

STUDENTS AS THEY TRAVERSE THRU THE WORK ZONE.

10. THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY ALL APPROPRIATE AGENCIES (PARTIAL LIST

BELOW) PRIOR TO ANY LANE CLOSURES ON AN ARTERIAL OR COLLECTOR ROADWAY THAT WOULD

EXCEED ONE HOUR IN LENGTH.

A) PUBLIC WORKS

B) SHERIFF'S OFFICE

C) TRANSIT AUTHORITY

D) SCHOOL TRANSPORTATION

E) EMS & FIRE ADMINISTRATION

11. FOR WORK WITHIN FDOT RIGHT-OF-WAY, THE FDOT REQUIRES DOCUMENTATION FOR

SUCCESSFUL COMPLETION OF AN APPROVED WORK ZONE TRAFFIC CONTROL TRAINING COURSE

FOR THE AGENCY, UTILITY, OR CONTRACTOR EMPLOYEE(S) DESIGNING, INSTALLING, AND/OR

MAINTAINING THE APPROVED MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH

DEPARTMENT PROCEDURE, TOPIC NO. 625-010-010. ALL TEMPORARY TRAFFIC CONTROL DEVICES

FOR SR 80 SHALL BE DESIGNED AND INSTALLED TO MEET THE EXISTING POSTED SPEED LIMIT.

GENERAL UTILITY NOTES GENERAL SANITARY SEWER NOTES

1. MANHOLES SHALL BE INSPECTED BY THE OWNING UTILITY AND ENGINEER AFTER THE

COMPLETION OF ALL BASE WORK, AND PRIOR TO SURFACE TREATMENT.

2. ALL OPENINGS IN PRE-CAST MANHOLES SHALL BE CAST AT TIME OF MANUFACTURE.

CONNECTIONS TO EXISTING MANHOLES SHALL BE CORE ENTRY ONLY.

3. ALL MANHOLES SHALL BE SET PLUMB TO LINE AND GRADE AN SHOWN ON PLANS.

4. ALL P.V.C. GRAVITY SEWER MAINS SHALL CONFORM TO A.S.T.M. D-3034, S.D.R.-26, LATEST

REVISIONS, WITH PUSH-ON RUBBER GASKET JOINTS.

5. ALL D.I.P. GRAVITY SEWER PIPES SHALL BE CLASS 52, EPOXY LINED OR AS OTHERWISE APPROVED

BY THE ENGINEER.

6. NO SERVICE CONNECTIONS, WYES, SERVICES OR VALVES WILL BE PERMITTED IN DRIVEWAYS, EXCEPT UPON APPROVAL OF THE OWNING UTILITY OR ENGINEER.

7. MANHOLE FRAMES THAT ARE NOT SUPPORTED BY ASPHALT OR CONCRETE SHALL BE ATTACHED

TO THE PRE-CAST STRUCTURE WITH A MINIMUM OF TWO 3/4" 316 STAINLESS STEEL BOLTS, NUTS

AND WASHERS. FRAMES SHALL BE SEALED WITH A MINIMUM OF TWO 1/2" BEADS OF RAM-NEK

CAULKING.

8. TRENCHES SHALL BE DE-WATERED TO ENABLE PIPE AND APPURTENANCES TO BE INSTALLED

FREE OF WATER ON UNDISTURBED SOIL. IF UNSUITABLE SUBSURFACE MATERIAL IS

ENCOUNTERED, EXCAVATE EXTRA 6" AND BACK FILL WITH 3/4" GRAVEL.

9. P.V.C. PIPES SHALL BE LAID IN STRICT CONFORMANCE TO THE MANUFACTURER'S SPECIFICATIONS

BACKFILLING OF UTILITY TRENCHES WILL NOT BE ALLOWED UNTIL INSPECTED BY THE OWNING

UTILITY AND ENGINEER.

10. BACK FILL MATERIAL FOR SEWER MAIN AND LINES SHALL BE NON-COHESIVE, NON-PLASTIC

MATERIAL FREE OF ALL DEBRIS, LUMPS AND ORGANIC MATTER. BACK FILL MATERIAL PLACED

WITHIN 1' OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY SOLID MATERIAL LARGER

THAN 2" IN DIAMETER (1" FOR P.V.C. PIPE), AND NO SOLID MATERIAL LARGER 6" IN DIAMETER WILL

BE PERMITTED IN ANY BACK FILL MATERIAL.

11. ALL EXCAVATION IN EXISTING RIGHT OF WAY SHALL BE BACK FILLED AND STABILIZED AT THE END

OF EACH DAY. CONTRACTOR SHALL EXECUTE PERMITTED SAFETY PRECAUTIONS PER FDOT

MAINTENANCE OF TRAFFIC STANDARDS, TO PERMIT PEDESTRIAN AND VEHICULAR TRAFFIC PRIOR

TO LEAVING THE CONSTRUCTION SITE.

12. IN ANY INSTANCE WHERE SEWER LINES ARE NOT INSTALLED WITHIN PUBLIC RIGHTS-OF-WAY, ALL

LINES SHALL BE LOCATED IN A PUBLIC UTILITY EASEMENT, AND OWNING UTILITY MAINTENANCE

RESPONSIBILITY IS MANHOLE TO MANHOLE ONLY.

13. UPON COMPLETION OF THE WORK AND PRIOR TO PLACEMENT OF ASPHALT A VISUAL INSPECTION

AND REQUIRED TESTING SHALL BE MADE OF THE COMPLETED SYSTEM. THE OWNING UTILITY

SHALL APPROVE THE SYSTEM PRIOR TO IT BEING PLACED IN SERVICE, AND BEING ACCEPTED FOR

MAINTENANCE.

14. THE CONTRACTOR SHALL PROVIDE CERTIFIED SANITARY SEWER RECORD DRAWINGS (AS-BUILTS), SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA

PRIOR TO CERTIFICATION BY THE ENGINEER OF RECORD. THE RECORD DRAWINGS SHALL SHOW

COMPLETE "AS-BUILT" INFORMATION RELATIVE TO MANHOLES, VALVES, SERVICES, FITTINGS, PIPE

LENGTHS, INVERTS AND SLOPES AND SHALL BE ACCURATELY RECORDED. THE CONTRACTOR

SHALL PROVIDE SUFFICIENT COPIES (MIN 1) OF THE CERTIFIED RECORD DRAWINGS TO THE

ENGINEER OF RECORD.

15. AT THE END OF THE WARRANTY PERIOD THE OWNING UTILITY WILL T.V. INSPECT, AND CHECK

MANHOLE JOINTS AND CONNECTIONS TO DETERMINE IF REPAIRS ARE NECESSARY BEFORE THE

WARRANTY BOND IS RELEASED.

16. ONLY EIGHT(8") INCH MAINS (PRIVATE), WILL BE VISUALLY INSPECTED AND VIDEO RECORDED.

EIGHT(8") INCH PIPE LESS THAN SIXTY(60') FEET LONG WILL BE EXEMPT. COPIES OF ALL VIDEO

TAPES WILL BE PROVIDED TO THE CERTIFYING ENGINEER.

1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING,

HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY

PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN

ACCORDANCE WITH OWNING UTILITY SPECIFICATIONS.CONTRACTOR TO NOTIFY OWNER'S

ENGINEER AND OWNING UTILITY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING

TESTS.

2. INSPECTION BY THE BUILDING DEPARTMENT MAY BE REQUIRED AND MUST COMPLY WITH

FLORIDA BUILDING CODE (FBC). THESE FBC COMPLIANCE INSPECTIONS ARE LIMITED TO THE

DOWNSTREAM SIDE OF BACKFLOW PREVENTORS TO THE BUILDING.

WATER SYSTEM TESTING AND

INSPECTION REQUIREMENT NOTES

1. EXCEPT WHERE THE PLANS AND SPECIFICATIONS PROVIDE THAT SUCH WORK SHALL BE

PERFORMED UNDER THE CONTRACT FOR THIS PROJECT, ALL UTILITIES INTERFERING WITH

CONSTRUCTION SHALL BE REMOVED, RELOCATED, OR ADJUSTED BY THEIR OWNERS, AT THEIR

EXPENSE. THE CONTRACTOR SHALL ARRANGE HIS SCHEDULE TO ALLOW UTILITY OWNERS TIME

FOR THE NECESSARY RELOCATION AND ADJUSTMENT OF UTILITIES AND RELATED STRUCTURES.

2. ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT -

PROCEED WITH CAUTION - THE CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" AND

THE UTILITY OWNERS IN ADVANCE OF BEGINNING WORK, IN ACCORDANCE WITH CHAPTER 556,

FLORIDA STATUTES, UNDERGROUND FACILITY DAMAGE PREVENTION & SAFETY. ALL UTILITY

OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT CONTACT. THE CONTRACTOR SHALL

FURTHER COORDINATE WITH UTILITY OWNERS TO RESOLVE CONFLICTS THAT MAY ARISE IN THE

FIELD DURING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY UTILITIES

DAMAGED AS A RESULT OF THE CONTRACTOR'S FAILURE TO CALL "SUNSHINE STATE ONE CALL"

AND THE UTILITY OWNERS.

3. THE CONTRACTOR IS REQUIRED TO COORDINATE AND/OR PROVIDE FOR THE

BRACING/SUPPORT OF EXISTING UTILITY POLES WITH THE UTILITY OWNERS, PRIOR TO THE

COMMENCEMENT OF EXCAVATION/CONSTRUCTION ACTIVITIES.

4. THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS REQUIRED TO ISOLATE PIPELINES

INSTALLED UNDER THIS CONTRACT FOR THE PERFORMANCE OF TESTING UNDER THIS CONTRACT.

LIKEWISE, PROVIDE TEMPORARY FACILITIES AS REQUIRED TO MAINTAIN WASTEWATER SERVICE

THROUGHOUT THE CONSTRUCTION PERIOD.

5. ALL EXISTING WATER MAINS, SANITARY SEWER LINES, WATER/SEWER PUMP STATIONS AND

OTHER UTILITIES SHALL REMAIN IN SERVICE UNTIL THE RELOCATED UTILITIES ARE PLACED IN

SERVICE. COORDINATE ALL UTILITY RELATED CONSTRUCTION ACTIVITIES WITH THE OWNER OF

THESE UTILITIES.

6. ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY WILL BE IN ACCORDANCE WITH THE PRACTICES

REQUIRED BY FDOT AND LOCAL GOVERNMENT AGENCY LAND DEVELOPMENT CODE ALONG WITH

THE FDOT UTILITY ACCOMMODATION MANUAL (2017 EDITION).

7. CONTRACTOR WILL NOTIFY THE RESPONSIBLE UTILITY FOR RELOCATION OF METER BOXES FOR

POTABLE WATER AND NON-POTABLE WATER SERVICES.

8. THE LOCATIONS AND SIZE OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE

APPROXIMATE ONLY. FURTHER, THERE IS NO GUARANTEE THAT ALL EXISTING FACILITIES HAVE

BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO ASCERTAIN AND DETERMINE

PRECISE LOCATIONS PRIOR TO EXCAVATING. THE CONTRACTOR SHALL BECOME FAMILIAR WITH

ALL VOLTAGES CARRIED IN OVERHEAD OR UNDERGROUND UTILITY SERVICES. NO CLAIM FOR

EXTRA COST SHALL BE MADE AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE

AFOREMENTIONED APPROXIMATIONS. THE CONTRACTOR SHALL LOCATE EXACTLY ALL UTILITIES

THAT CROSS THE PROPOSED PROJECT LIMITS PRIOR TO CONSTRUCTION.

9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, CITY AND COUNTY INCLUDING ALL

UTILITY COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION. CONTRACTOR

SHALL CALL "SUNSHINE STATE ONE CALL" (811) A MINIMUM OF 2-DAYS AND A MAXIMUM OF 5-DAYS

PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER AND

SEWER SERVICES WITH LOCAL GOVERNMENT AGENCY.

10. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE ROADWAY BASE AND SURFACE ARE

CONSTRUCTED.

11. ALL PIPE LENGTHS ARE PLUS OR MINUS.

12. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR

MITERED END SECTIONS ARE TO END OF STRUCTURE.

13. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY CONNECTION POINTS

PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND

OWNER OF ANY DISCREPANCIES FOUND.

14. ADJUSTMENT OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER

FOR THESE ADJUSTMENTS, IF REQUIRED.

15. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS

INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE

COMPACTED IN ACCORDANCE WITH FLORIDA D.O.T. STANDARD SPECIFICATIONS, SECTION 120, 2020 EDITION OR LOCAL GOVERNMENT AGENCY REQUIREMENTS.

16. ALL EXISTING UTILITIES (INCLUDING STORMWATER FACILITIES) SHALL BE KEPT IN OPERATION

EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PRESERVE EXISTING UTILITIES AND ANY AND ALL DAMAGE

TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTORS ACTIONS SHALL BE REPAIRED AT THE

CONTRACTORS EXPENSE.

17. CONTRACTOR TO REPAIR IN KIND ANY DISTURBED AREAS DUE TO UTILITY INSTALLATIONS.

CONTRACTOR TO ROOT PRUNE ANY TREES IN VICINITY OF PROPOSED UTILITY INSTALLATIONS.

WATER SYSTEM NOTES

1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE OWNING UTILITY STANDARDS,

SPECIFICATIONS, ORDINANCES AND REGULATIONS. POTABLE AND GRAY WATER CONNECTIONS

FROM THE DOWNSTREAM SIDE OF BACKFLOW PREVENTORS TO BUILDING MUST COMPLY WITH

LATEST FBC PLUMBING VOLUME.

2. WATER MAIN SHALL BE LAID 3 FEET OR MORE BELOW PROPOSED GRADE (UNLESS OTHERWISE

NOTED ON PLANS OR CONTRACT DOCUMENTS AND SPECIFICATIONS).

3. CONFLICTS BETWEEN WATER AND STORM, SANITARY SEWER AND UNDERDRAIN SYSTEMS ARE TO

BE RESOLVED BY ADJUSTING WATER LINES, AS NECESSARY AND MEETING REQUIRED

CLEARANCE, UPON APPROVAL BY OWNER AND OWNER'S ENGINEER. BUILDING CONNECTIONS OF

WATER AND SEWER SHALL COMPLY WITH FBC PLUMBING SECTION.

4. FIRE HYDRANTS SHALL BE INSTALLED WITH HOSE NOZZLE FACING STREETS OR AS DIRECTED BY

THE OWNING UTILITY. ALL FIRE HYDRANTS SHALL BE CONSTRUCTED IN A MANNER THAT

MAINTAINS AT LEAST SIX (6) FEET OF CLEARANCE BETWEEN BACK OF CURB AND THE HYDRANT.

5. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING

WORK WITHIN THEIR JURISDICTION(S).

6. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE AND SHALL BE

RESPONSIBLE TO ADHERE TO ALL PERMIT CONDITIONS DURING CONSTRUCTION.

7. ALL WORK WITHIN RIGHTS-OF-WAY AND EASEMENTS WILL REQUIRE A SEPARATE PERMIT AND MAY

REQUIRE AN ALTERATION TO CONSTRUCTION MATERIALS SHOWN ON THESE PLANS.

RIGHT-OF-WAY PERMIT APPLICATIONS SHOULD BE SUBMITTED NO LATER THAN THIRTY (30) DAYS

BEFORE THAT RIGHT-OF-WAY OR EASEMENT WORK IS TO COMMENCE.

8. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS OF VALVE BOX COVERS, MANHOLE RIMS

AND COVER, GRATES, ETC., NECESSARY TO MATCH FINAL GRADES.

9. ALL PIPE LENGTHS ARE APPROXIMATE AND ARE TYPICALLY MEASURED FROM CENTER OF FITTINGS

AND STRUCTURES.

10. ALL UNDERGROUND UTILITIES WITHIN PAVEMENT MUST BE INSTALLED BEFORE ROADWAY BASE

AND SUBSURFACE COURSES ARE CONSTRUCTED.

11. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) (UNLESS OTHERWISE

NOTED IN CONTRACT DOCUMENTS AND SPECIFICATIONS).

12. ALL WATER MAINS SHALL BE DUCTILE IRON UNLESS OTHERWISE SPECIFIED. WATER MAINS SHALL

CONFORM TO AWWA C 151/A21.51MINIMUM CLASS 50. PIPE SHALL BE FURNISHED IN 18 OR 20-

FOOT LAYING LENGTHS. PIPE SHALL BE LINED WITH A STANDARD THICKNESS CEMENT MORTAR

LINING AND SEAL COATED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C 104/A21.4. PIPE

THICKNESS CLASS SHALL BE CLASS 50 UNLESS OTHERWISE SPECIFIED. ALL JOINTS SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF ANSI/AWWA C 111/A21.11. IN AREAS WHERE THE SOIL

IS DETERMINED TO BE CORROSIVE OR HIGH GROUND WATER IS EXPECTED, THE PIPE SHALL BE

INSTALLED IN LOOSE POLYETHYLENE ENCASEMENT NOT LESS THAN 8 MILS THICK AND INSTALLED

IN ACCORDANCE WITH ANSI SPECIFICATION A21.51.

13. A MINIMUM 6-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF

SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT

IS NOT POSSIBLE TO MAINTAIN A 6-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE

LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF

THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS

AT LEAST 6 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A

VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE

CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF

AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 12 INCHES. THE

WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE

LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED

JOINTS).

14. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAIN SHALL BE LAID

TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER

PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE THE SANITARY

SEWERS, FORCE MAINS, RECLAIMED WATER MAINS AND STORM SEWERS MUST CROSS A

POTABLE WATER MAIN WITH LESS THAN 12 INCHES VERTICAL DISTANCE: (1) BOTH THE SEWER

AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT CROSSING. (DIP IS

NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED / ALSO, A

SANITARY SEWER OR FORCE MAIN MAY BE C900 PVC AT THE CROSSING). SUFFICIENT LENGTHS OF

DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS.

(2) ALTERNATIVELY, ONE OF THE CROSSING MAINS SHALL BE ENCLOSED WITHIN A 20 FOOT LONG

STEEL OR PVC CASING CENTERED ON THE CROSSING. WHERE WATER MAINS CROSSES BELOW

SEWER MAIN, ENCASEMENT OF BOTH MAINS IS MANDATORY. ALL JOINTS ON THE WATER MAIN

WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A

MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL

CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN

JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).

WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED

OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE.

15. ALL ON-SITE PVC WATER MAINS 4-12 INCHES SHALL BE IN ACCORDANCE WITH AWWA C-900 CLASS

150 DR 18 STANDARDS. ALL ON-SITE PVC WATER MAINS 2-3 INCHES SHALL BE CLASS 1120 OR 1220

(SDR 21) AND MEET REQUIREMENTS OF ASTM D-2241. WATER MAINS SMALLER THAN 2 INCHES

SHALL BE CLASS 1120 OR 1220 SCHEDULE 80 AND MEET REQUIREMENTS OF ASTM D-1785. (REFER

TO CONTRACT DOCUMENTS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS).

16. PE PIPE 2" OR SMALLER SHALL MEET REQUIREMENTS OF ASTM D-1248.

17. ALL WATER MAIN JOINTS SHALL BE RESTRAINED JOINTS WHERE APPLICABLE AND SHALL

CONFORM TO THE OWNING UTILITY SPECIFICATIONS AND DETAILS.

18.COMPLETE "AS-BUILT" INFORMATION RELATIVE TO VALVES, SERVICES, FIRE HYDRANTS, FITTINGS, PIPE LENGTHS, INVERTS AND SLOPES SHALL BE ACCURATELY RECORDED AND TEN (10) COPIES

MUST BE SUBMITTED TO THE ENGINEER. ALL COPIES MUST BE SIGNED AND SEALED BY A

REGISTERED ENGINEER OR LAND SURVEYOR.

CONTRACTOR IS REQUIRED TO PROVIDE ALL TESTING IN ACCORDANCE WITH LATEST EDITION OF

LOCAL GOVERNMENT AGENCY AND THE 2019-2020 FDOT DESIGN MANUALS AND SPECIFICATIONS, IN ADDITION TO THOSE STATED WITHIN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS

FOR THIS PROJECT. TESTING TO INCLUDE, BUT NOT LIMITED TO ALL REQUIRED COMPACTION

TESTING, BORINGS, ASPHALT GRADATION, EXTRACTION TESTS, CORES, AND CONCRETE TESTING, ETC.

TESTING REQUIREMENTS

EROSION CONTROL MEASURES NOTE:

REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION.

FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT

ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTER 373 F.S. INITIATION OF CIVIL

PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.S., CAN RESULT IN A PENALTY NOT TO

EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS

CONSTITUTING A SEPARATE OFFENSE. CONTRACTOR TO ADHERE TO GENERAL DUST CONTROL

NOTES, EROSION, SILTATION, AND SEDIMENT CONTROL NOTES, AND SILT FENCE, TURBIDITY

BARRIER, AND TREE BARRICADE DETAILS INCLUDED IN THESE DOCUMENTS.

1. ALL ELECTRICAL SERVICE SHALL BE INSTALLED UNDERGROUND.

2. ELECTRIC SERVICE TO POINTS OF CONNECTION TO BE PROVIDED BY UTILITY OWNER;

CONTRACTOR TO COORDINATE.

3. CONTRACTOR TO INSTALL PVC CONDUITS FOR ELECTRICAL AND TELEPHONE SERVICE (TO

PROPERTY LINE) AND COORDINATE INSTALLATION OF SERVICES AND LIGHTING DESIGN WITH

UTILITY AGENCY.

4. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR RELOCATION OF ANY POWER

POLES WITHIN PROJECT AREA AND RIGHT-OF-WAYS.

5. CONTRACTOR TO EXERCISE EXTREME CARE IN NEW CONSTRUCTION AREAS TO AVOID

IMPACTS TO HIGHLY SENSITIVE UTILITIES.

C1.01

ELECTRICAL AND TELEPHONE NOTES

GENERAL NOTES

INLET PROTECTION:

INLETS SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. APPROVED

BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AROUND

INLET TOP. A SECOND ROW OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL

DEVICES SHALL BE PLACED AROUND INLET APPROXIMATELY 4' OUTSIDE FIRST ROW. BETWEEN

ROWS THERE SHALL BE A DEPRESSION TO ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN

PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF APPROVED BARRIERS OR

OTHER APPROVED SEDIMENT CONTROL DEVICES TO PREVENT SEDIMENT INTAKE FROM OTHER

AREAS.

OTHER CONTROLS/WASTE DISPOSAL:

OFFSITE VEHICLE TRACKING:

STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE VEHICLE

TRACKING OF SEDIMENTS. THE PAVED STREETS WILL BE CLEANED AS NEEDED TO REMOVE ANY

EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM

OR TO THE SITE WILL BE COVERED WITH A TARP AT ALL TIMES.

WASTE MATERIALS:

ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN DUMPSTERS PER LOCAL SOLID WASTE

REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN

THE DUMPSTER. THE DUMPSTER WILL BE DUMPED A MINIMUM OF TWICE A WEEK OR MORE OFTEN

IF NECESSARY, AND THE TRASH WILL BE HAULED TO THE APPROPRIATE LOCATION FOR DUMPING.

NO CONSTRUCTION MATERIALS WILL BE BURIED ON-SITE. ALL PERSONNEL WILL BE INSTRUCTED

REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE

PRACTICES WILL BE POSTED IN THE ON- SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER

RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT

THESE PROCEDURES ARE FOLLOWED.

THE CONTRACTOR SHALL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT

BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ANY CHEMICAL CONTAINERS SHALL BE

DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED

BY THE MANUFACTURER. NO SOLID MATERIALS INCLUDING BUILDING & CONSTRUCTION

MATERIALS SHALL BE DISCHARGE TO ADJACENT WATERWAYS OR WETLANDS OR BURIED ON SITE.

HAZARDOUS WATER:

THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE PERMITTING AGENCY IN WRITING IF ANY

HAZARDOUS WASTE MATERIAL IS ENCOUNTERED DURING SITE INVESTIGATION AND

CONSTRUCTION.

THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR NOTIFYING THE DEPARTMENT OF

ENVIRONMENTAL PROTECTION (FDEP) WITHIN 24 HOURS OF DISCOVERY.

IF ENCOUNTERED, HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER

SPECIFIED BY LOCAL, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR WILL BE

RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED.

SANITARY WASTE:

ALL SANITARY WASTE WILL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF THREE TIMES

PER WEEK BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR, IN ACCORDANCE WITH

FDOT STANDARD SPEC. FOR ROAD AN BRIDGE CONSTRUCTION 2010 EDITION SECTION 7-6, AND AS

REQUIRED BY LOCAL REGULATIONS.

TIMING OF CONTROL MEASURES

AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT BARRIERS, EROSION

CONTROL, AND STABILIZED CONSTRUCTION ENTRANCES CONSTRUCTED PRIOR TO GRUBBING OR

GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY

TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE STABILIZED WITH A TEMPORARY GRASS

AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTED ACTIVITY CEASES

PERMANENTLY IN THAT AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SOD. AFTER THE

ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE TRAPS

AND THE STAKED SILT BARRIERS WILL BE REMOVED.

MAINTENANCE INSPECTION PROCEDURES

EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES:

THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN

EROSION AND SEDIMENT CONTROL.

LESS THAN ONE HALF OF THE SITE WILL BE DENUDED AT ONE TIME PRIOR TO ESTABLISHING

EROSION CONTROL MANAGEMENT ALL CONTROL MEASURES WILL BE INSPECTED ONCE PER DAY

AND FOLLOWING ANY STORM EVENT OF 0.5 INCHES OR GREATER BY A CONTRACTOR'S

REPRESENTATIVE.

ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT

WILL BE INITIATED WITHIN 24 HOURS OF REPORT.

BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE

HEIGHT OF THE FENCE. SILT FENCE WILL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT

THE FENCE POSTS ARE FIRMLY IN THE GROUND.

IF APPLICABLE, THE SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT

UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT

THE END OF THE JOB.

A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE

CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE

CONSTRUCTION TRAILER. THE SITE SUPERINTENDENT WILL SELECT INDIVIDUALS WHO WILL BE

RESPONSIBLE FOR MAINTENANCE AND REPAIR ACTIVITIES. FILLING OUT THE INSPECTION AND

MAINTENANCE REPORT WILL BE BY THE CONTRACTOR. PERSONNEL SELECTED FOR

MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT.

THEY WILL BE TRAINED IN ALL MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION

AND SEDIMENT CONTROLS USED ON-SITE IN GOOD WORKING ORDER.

STORMWATER MANAGEMENT

THE DRAINAGE CHANNEL IS A PART OF THE CITY'S STORMWATER CONVEYANCE SYSTEM AND THE

PROPOSED IMPROVEMENTS WILL CONTINUE TO CONVEY RUNOFF THROUGH THE CITY'S SYSTEM.

WETLAND MITIGATION

WETLAND MITIGATION IS NOT APPLICABLE FOR THE PROPOSED PROJECT.

NON-STORM WATER DISCHARGES

IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE

SITE DURING THE CONSTRUCTION PERIOD:

1. PAVEMENT WASH WATERS (WHERE NO SPILL OR LEAKS OF TOXIC OR VEHICLE AND HAZARDOUS

MATERIALS HAVE OCCURRED).

ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO

DISCHARGE OR AS DIRECTED BY THE ENGINEER. IF CONTAMINATED SOIL OR GROUNDWATER IS

ENCOUNTERED, THE CONTRACTOR MUST NOTIFY THE OWNER AND ENGINEER.

MAINTENANCE AND INSPECTION:

ALL OF THE CONTROLS SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DAILY INSPECTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES

THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. MAINTENANCE SHALL BE IN

ACCORDANCE WITH LOCAL GOVERNMENT AGENCY TECHNICAL SPECIFICATIONS, AND THE

PROJECT CONSTRUCTION CONTRACT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING THE FDEP NPDES / STORMWATER

POLLUTION PREVENTION PLAN (SWPPP) CONSTRUCTION INSPECTION REPORT AFTER ANY 1/2 INCH

RAINFALL OR WEEKLY IF NO RAIN EVENT OCCURRED. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD WEEKLY RAIN FALL.

CONTRACTOR SHALL ALSO COMPLETE THE NPDES COMPLIANCE CHECKLIST FOR CONSTRUCTION

SITES.

STORMWATER POLLUTION PREVENTION PLAN

PROJECT NAME: CITY OF BROOKSVILLE EAST AVENUE DRAINAGE CHANNEL MAINTENANCE

IMPROVEMENTS

PROJECT ADDRESS:

EAST AVENUE AND PEYTON PLACE

BROOKSVILLE, FL 34601

OWNER'S ADDRESS:

600 S BROOKSVILLE AVENUE

BROOKSVILLE, FL 34601

DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES:

PROPERTY AREA APPROXIMATELY = ±1.61 ACRES

PROJECT AREA APPROXIMATELY = ±1.00 ACRES

CONSTRUCTION PROPOSED: IMPROVEMENTS INCLUDE MAINTENANCE IMPROVEMENTS TO

EXISTING DRAINAGE CHANNEL

SOIL DISTURBING ACTIVITIES WILL INCLUDE:

CLEARING EXISTING VEGETATION AND TREE REMOVAL

WETLAND ACTIVITIES INCLUDE:

NO WETLAND IMPACTS ARE PROPOSED FOR THE PROJECT

CONSTRUCTION REMOVAL ACTIVITIES WILL INCLUDE:

REMOVE EXISTING VEGETATION AND TREE REMOVAL

STORMWATER DRAINAGE AREA:

BASIN AREA: --- ACRES

PRE-DEVELOPMENT CURVE NUMBER (CN): N/A

POST DEVELOPMENT CURVE NUMBER (CN): N/A

WATER QUALITY: N/A

WATER QUANTITY: N/A

SEQUENCE OF MAJOR ACTIVITIES:

1. INSTALL STAKED SILT FENCE AS SHOWN ON THE DEMOLITION PLAN.

2. INSTALL STABILIZED CONSTRUCTION ENTRANCE.

3. EXCAVATE STORMWATER POND AND/OR UNDERGROUND EXFILTRATION SYSTEM.

4. COMPLETE SITE PREPARATION PLAN, PAVING, GRADING, AND DRAINAGE PLAN, AND UTILITY

PLAN.

5. INSTALL NEW UTILITIES, STORM SYSTEMS, PARKING, AND BUILDING.

6. FILL AND GRADE DISTURBED AREAS.

7. REPAIR ANY WASHED OUT AREAS, INSTALL PLANTING MATERIAL AS SHOWN ON LANDSCAPE

PLAN. SOD, SEED, AND MULCH DISTURBED AREAS AS INDICATED ON PLANS.

8. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE STABILIZED, REMOVE EROSION

PROTECTION DEVICES AND CONSTRUCTION ENTRANCE AS REQUIRED.

NAME OF RECEIVING WATERS:

THE PROPOSED IMPROVEMENTS WILL RESTORE THE STORMWATER CONVEYANCE IN THE

CHANNEL AND CONTINUE TO CONVEY RUNOFF TO THE TOM VARN PARK DETENTION AREA.

CONTROLS:

EROSION AND SEDIMENT CONTROLS

CONTRACTOR TO USE BEST MANAGEMENT PRACTICES (BMPs) DURING AND AFTER

CONSTRUCTION TO MINIMIZE EROSION AND SEDIMENTATION AND TO PROPERLY MANAGE RUNOFF

FOR BOTH STORMWATER QUANTITY AND QUALITY. CONTRACTOR TO ADHERE TO FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION AND SEDIMENTATION CONTROL

MANUAL.

BEFORE SITE DISTURBANCE OCCURS, PERIMETER CONTROLS, SEDIMENT TRAPS, BASINS, AND

DIVERSIONS MUST BE SET IN PLACE BY THE CONTRACTOR TO CONTROL RUNOFF AND CAPTURE

SEDIMENTS. THE CONTRACTOR IS REQUIRED TO REVIEW THE SITE SPECIFIC EROSION CONTROL

PLAN AS SHOWN ON THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR MAY ALSO BE REQUIRED TO MODIFY THE PLAN OR MATERIALS TO ADAPT TO

SEASONAL VARIATIONS OR SITE CONDITIONS. CONTRACTOR WILL COMPLY WITH EROSION

CONTROL PLAN AND DETAILS. ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED BY A

PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR. CONTRACTOR SHALL REMOVE ALL

SEDIMENT THAT HAS MIGRATED OFF-SITE. THE EROSION CONTROL DEVISES FOR THESE

ACTIVITIES ARE SPECIFIED IN THE PLANS AND ACCORDING TO "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM

(CURRENT EDITION), SECTION 104. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF

ADDITIONAL CONTROLS ARE NEEDED AND DEPLOYMENT SCHEDULES FOR THE IMPLEMENTATION

OF ALL EROSION CONTROL DEVICES.

STABILIZATION PRACTICES:

WIND EROSION STABILIZATION:

THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR

ALTERED WITHIN A TWO (2) WEEK TIME- FRAME. FINAL GRADES SHALL BE PERFORMED AND

TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE APPLIED. AREAS WHERE

CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY

APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS CONTINUOUSLY AND ADDITIONAL

MEASURES MAY NEED TO BE TAKEN CONTROL OFF-SITE TRANSPORT OF UNACCEPTABLE LEVELS

OF DUST.

TEMPORARY STABILIZATION:

TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITY TEMPORARILY CEASES FOR AT LEAST 7 DAYS WILL BE STABILIZED WITH TEMPORARY

GRASS AND MULCH NO LATER THAN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS

SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA SEED AND 80 PARTS OF PENSACOLA BAHIA.

THE SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE

SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE MULCH MATERIAL USED SHALL

NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY, CONSISTING OF OAT, RYE OR

WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY

UNDETERIORATED MULCH, WHICH CAN BE READILY CUT INTO THE SOIL, SHALL BE USED. AREAS

OF THE SITE, WHICH ARE TO BE PAVED, WILL BE TEMPORARILY STABILIZED BY APPLYING

STABILIZATION AND BASE. TREE BARRICADES WHERE REQUIRED.

PERMANENT STABILIZATION:

DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES

SHALL BE STABILIZED WITH SOD NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION

ACTIVITY.

SEDIMENT BASINS:

IF APPLICABLE, SEDIMENT BASINS TO BE CONSTRUCTED BY THE CONTRACTOR TO DETAIN

SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR MOST OF THE SEDIMENT

TO SETTLE OUT. SEDIMENT BASINS SHOULD BE USED TOGETHER WITH EROSION CONTROL

PRACTICES SUCH AS TEMPORARY SEEDING, MULCHING, DIVERSION BERMS, ETC., TO REDUCE THE

AMOUNT SEDIMENT FLOWING INTO THE STORM SYSTEM.

DEWATERING:

DEWATERING IS NOT PROPOSED WITH THIS PROJECT. IF CONTRACTOR IS PLANNING TO DEWATER, THE CONTRACTOR MUST APPLY TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

AND ALL OTHER LOCAL GOVERNING AGENCIES.

STRUCTURAL PRACTICES:

STAKED SILT FENCES:

THE STAKED SILT FENCES WILL BE CONSTRUCTED ALONG THE CONSTRUCTION LIMITS OR AS

DEPICTED ON THE EROSION CONTROL & DEMOLITION PLANS AND/OR ON OTHER CONSTRUCTION

PLANS. THESE DEVICES WILL STOP AND DIVERT RUNOFF FROM THE SITE TO OTHER SURFACE

WATERS.

WATER MANAGEMENT DISTRICT - KEY PROVISIONS:

STORMWATER MANAGEMENT APPROVAL WILL BE SECURED FROM THE SOUTHWEST FLORIDA

WATER MANAGEMENT DISTRICT (SWFWMD). THE FOLLOWING KEY PROVISIONS MUST BE

MAINTAINED BY THE PERMITTEE AND CONTRACTOR: (IN ACCORDANCE WITH THE BASIS OF REVIEW

FOR ENVIRONMENTAL RESOURCE PERMIT (ERP) APPLICATIONS):

THE PERMITTEE AND CONTRACTOR SHALL AMEND THE CONSTRUCTION SURFACE WATER

MANAGEMENT PLAN WHENEVER THE PROJECT IS ALTERED OR MODIFIED IN A MANNER THAT WILL

RESULT IN:

1. THE POTENTIAL DISCHARGE OF POLLUTANTS

2. A CHANGE IN THE AMOUNT OF DISCHARGE

3. A CHANGE IN THE NUMBER OF LOCATION OF STORM WATER DISCHARGE POINTS, OR

4. ADVERSE IMPACTS TO WETLANDS, AND SUCH CHANGE(S) HAVE NOT OTHERWISE BEEN

PREVIOUSLY ADDRESSED IN THE APPROVED PLAN. THE PERMITTEE AND CONTRACTOR SHALL

ALSO AMEND THE PLAN IF ITS IMPLEMENTATION DOES NOT ELIMINATE OR MINIMIZE EROSION AND

SEDIMENT DEPOSITION, OFF-SITE FLOODING, ADVERSE IMPACTS TO WETLAND, OR VIOLATIONS OF

STATE WATER QUALITY STANDARDS. AMENDMENTS TO THE PLAN SHALL BE PREPARED AND KEPT

AS SEPARATE DOCUMENTS ALONG WITH THE ORIGINAL PLAN. ALL ALTERATIONS TO THE SYSTEM

MUST BE SHOWN ON THE AMENDED PLAN ALONG WITH THE DOCUMENTATION OR REQUIRED

APPROVAL(S).

SPILL PREVENTION:

MATERIAL MANAGEMENT PRACTICES

THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE

THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO

STORM WATER RUNOFF.

GOOD HOUSEKEEPING

THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON-SITE DURING THE

CONSTRUCTION PROJECT:

AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED TO DO THE JOB.

ALL MATERIALS STORED ON-SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR

APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED

ENCLOSURE.

PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURER'S LABELED CONTAINERS.

SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE

MANUFACTURER. WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE

DISPOSING OF THE CONTAINER. MANUFACTURERS RECOMMENDATIONS FOR PROPER USE AND

DISPOSAL SHALL BE FOLLOWED.

THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF

MATERIALS ON-SITE.

THE CONTRACTOR MUST IDENTIFY A DESIGNATED FUEL TANK STORAGE AREA, AWAY FROM

DRAINAGE STRUCTURES, PONDS, BASINS, WATERWAYS, AND WETLANDS, WITH SECONDARY

CONTAINMENT (SPILL COLLECTION).

PETROLEUM PRODUCTS

ALL ON-SITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE

MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED

IN TIGHTLY SEALED CONTAINERS, WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES

USED ON-SITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

FERTILIZERS

FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE

MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT

EXPOSURE TO STORM WATER. STORAGE WILL BE IN A SEALABLE PLASTIC BIN TO AVOID SPILLS.

CONCRETE TRUCKS

CONTRACTOR SHALL DESIGNATE AN AREA AWAY FROM DRAINAGE STRUCTURES, PONDS, BASINS,

WATERWAYS, AND WETLANDS FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER

AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE

REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON

COMPLETION OF THE PROJECT. CONTRACTOR TO PREPARE A DETAILED SITE PLAN FOR

APPROVAL FOR THE CONCRETE DISCHARGE AND WASH DOWN ACTIVITIES.

SPILL CONTROL PRACTICES

IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIALS MANAGEMENT PRACTICES

DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE

FOLLOWED FOR SPILL PREVENTION AND CLEANUP:

* MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED

AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE

INFORMATION CLEANUP SUPPLIES.

*ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

*THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE

PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.

*SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR

LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.

*THE SPILL PREVENTION PLAN WILL BE PREPARED BY THE CONTRACTOR AND KEPT IN THE

CONSTRUCTION OFFICE TRAILER AND WILL INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL

FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE ARE OTHERS. A DESCRIPTION

OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. ALL

SPILLS AND RESPONSES WILL BE REPORTED TO THE APPROPRIATE AGENCY.

*THE CONTRACTOR WILL BE RESPONSIBLE FOR SPILL PREVENTION AND CLEANUP COORDINATION.

HE WILL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND

CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR

PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE

POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER ON SITE. *USE AND

CHARACTERISTICS OF FUEL OR CHEMICAL STORAGE TANK ON SITE SHALL COMPLY WITH ALL

RELATED FEDERAL, STATE, AND LOCAL REGULATIONS. STORAGE TANKS MUST BE LOCATED AS

FAR AS POSSIBLE FROM ANY DRAINAGE STRUCTURES, DITCHES, AND/OR SURFACE WATERS. IN

ADDITION, THE CONTRACTOR MUST PROVIDE A SECONDARY CONTAINMENT WITH A LINER

CHEMICALLY RESISTANT TO THE FUEL OR CHEMICAL STORED ON SITE. THE SECONDARY

CONTAINMENT MUST BE SIZED TO CONTAIN MINIMUM OF ONE AND A HALF TIME THE TOTAL

CAPACITY OF STORAGE TANK BEING USED. CONTRACTOR HAS TO PROVIDE A DAILY INSPECTION

LOG FOR THE SECONDARY CONTAINMENT WITH INDICATION OF DATE, INSPECTORS NAME AND

INSPECTION REPORT.

FURTHERMORE, ANY CONTAMINATION HAS TO BE IMMEDIATELY CONTAINED AND THE OWNERS,

ENGINEER OF RECORD AND PERMITTING AGENT INSPECTOR MUST BE NOTIFIED OF THE NATURE

AND EXTEND OF THE CONTAMINATION.

INVENTORY FOR POLLUTION PREVENTION PLAN:

THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED, BUT NOT LIMITED, TO BE

PRESENT ON-SITE DURING CONSTRUCTION:

CONCRETE FERTILIZERS

DETERGENTS PETROLEUM BASED PRODUCTS AND FUELDS

TAR CLEANING SOLVENTS

SAND WOOD

STONE

POLLUTION PREVENTION PLAN CERTIFICATION:

I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS HAVE BEEN

READ BY ME OR MY DESIGNATED REPRESENTATIVE AND UNDERSTAND THAT THIS SYSTEM HAS

BEEN PREPARED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE

THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSONS WHO MANAGE THE

SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION

SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I

AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION,

INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.

OWNER: CITY OF BROOKSVILLE DEPARTMENT OF PUBLIC WORKS

AUTHORIZED AGENT: JON DOWLER

SIGNATURE:

ADDRESS: 600 S BROOKSVILLE AVENUE

BROOKSVILLE, FL 34601

PH: (352) 540-4336

DATE:

CONTRACTOR'S AND ENGINEER'S CERTIFICATION:

I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE

GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT

AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM

THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. I UNDERSTAND, AND

SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA "GENERIC PERMIT

FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" (CGP), AND

THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED FOR CITY OF BROOKSVILLE EAST

AVENUE DRAINAGE CHANNEL MAINTENANCE IMPROVEMENTS.

CONTRACTOR:

AUTHORIZED AGENT:

TITLE:

SIGNATURE:

ADDRESS:

P: F:

DATE:

CERTIFIED ENGINEER:

THOMAS F. BURKE, PE

FL REGISTRATION No: 58566

COMPANY: CARDNO

ADDRESS 20215 CORTEZ BOULEVARD

BROOKSVILLE, FLORIDA 34601

T: (352) 754-4551 F: (352) 754-5222

DATE:

NPDES NOTIFICATION (NATIONAL POLLUTION DISCHARGE ELIMINATION

SYSTEM):

ATTENTION: FAILURE TO MAINTAIN EROSION AND/OR SEDIMENTATION CONTROLS OR ANY ILLICIT

DISCHARGE RESULTING FROM THEIR FAILURE WILL LIKELY RESULT IN FINE CITATIONS. CODE

REGULATIONS AUTHORIZES PENALTIES OF UP TO $10,000 FOR EACH OFFENSE.

ALL ACTIVITIES MUST CONFORM WITH FDEP NOTICE OF INTENT TO USE GENERIC PERMIT FOR

STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES. POLLUTION

PREVENTION FROM THE PROPOSED CONSTRUCTION ACTIVITIES WILL BE IMPLEMENTED IN

ACCORDANCE WITH SWFWMD BASIS OF REVIEW SUBSECTION 2.8.4.

KEY PROVISIONS:

1. IMPLEMENTATION OF THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP).

2. CONDUCTING AND DOCUMENTING ROUTINE INSPECTIONS AS REQUIRED.

3. RETENTION OF RECORDS REQUIRED BY THE PERMIT, INCLUDING RETENTION OF A COPY OF THE

SWPPP AT THE CONSTRUCTION SITE, FROM THE DATE OF PROJECT INITIATION TO THE DATE OF

FINAL SITE STABILIZATION.

NOTICE OF INTENT (NOI):

A "NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND

SMALL CONSTRUCTION ACTIVITIES" (NOI) IS REQUIRED FOR THIS SITE SINCE THE PROJECT AREA

IS GREATER THAN ONE ACRE IN SIZE.

THOMAS F. BURKE, P.E.

58566LIC. NO.:

02/22/2021

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STORMWATER POLLUTION

PREVENTION PLAN

l o w

NOTES:

1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL,

NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%)

2. USE 2"x 4" WOOD OR EQUIVALENT METAL STAKES. (3 FT. MIN. LENGTH)

3. INSTALL 2"x 4" WOOD TOP FRAME TO INSURE STABILITY.

4. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW

THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM

BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON

THE DOWNSLOPE SIDE OF THE STRUCTURE.

PONDING HT.

TOP FRAME NECESSARY

FOR STABILITY

2"x 4" WOOD FRAME

4 SIDES OF D.I.

ATTACH FILTER FABRIC

SECURELY TO 2"x 4" WOOD

FRAME, OVERLAPPING

FABRIC TO NEXT STAKE

M

A X

M

A X

M

I N

GATHER EXCESS

FABRIC AT CORNERS

2" x 4" WOOD FRAME

M

A X

M

I N

ISOMETRIC VIEW

Elevation of Stake and

Fabric Orientation

STAKE

FABRIC

M

I N

SPECIFIC APPLICATION

THIS METHOD OF INLET PROTECTION IS APPLICABLE

WHERE THE INLET DRAINS IN A RELATIVELY FLAT

AREA (SLOPE NO GREATER THAN 5%) WHERE THE

INLET SHEET OF OVERLAND FLOWS (NOT

EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD

SHALL NOT APPLY TO INLETS RECEIVING

CONCENTRATED FLOWS, SUCH AS IN STREET OR

HIGHWAY MEDIANS.

STAKED SEDIMENT BARRIER

FILTERED WATER

RUNOFF WATER

WITH SEDIMENT

AREA INLET

WITH GRATE

A A

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET

DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%)

WHERE…