[B]_Construction_Plans-DS.pdf

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NORTH WOODROW WILSON STREET

SIDEWALK IMPROVEMENTS

PLANT CITY, FL 33563

EWO NO.: 21-020-02G-01

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MADRIDCPWG ENGINEERING, INC.

5001 N. Nebraska Ave., Suite A, TAMPA, FL, 33603

813-361-2644

WWW.MADRIDCPWG.COM

ZACHARY H. THORNTON, PE FLORIDA REG.

PROF. ENGINEER No.: 79489

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PROJECT AREA

PROJECT LOCATION

SITE AERIAL MAP

VICINITY MAP

SHEET INDEX

1.0 - COVER SHEET

2.0 - GENERAL NOTES

3.0 - DEMOLITION & EROSION CONTROL PLAN

3.1 - EROSION CONTROL NOTES & DETAILS

4.0 - SITE PLAN

5.0 - GRADING & DRAINAGE PLAN

5.1 - GRADING & DRAINAGE SECTIONS

6.0 - SITE DETAILS

7.0 - TEMPORARY TRAFFIC CONTROL PLAN

GENERAL INFORMATION

OWNER:

CITY OF PLANT CITY

302 W. REYNOLDS STREET

PLANT CITY, FL 33563

PROJECT MANAGER: HERBY JEAN

CIVIL ENGINEER:

MADRID (CPWG) CRIBB PHILBECK WEAVER GROUP

5001 N. NEBRASKA AVENUE

TAMPA, FLORIDA 33603

PHONE: (850) 570-1040

CERTIFICATE OF AUTH. NO. 26618

ZACH H. THORNTON, PE 79489

ZACH.THORNTON@MADRIDCPWG.COM

SURVEYOR:

SOUTHEASTERN SURVEYING AND

MAPPING CORPORATION

6500 ALL AMERICAN BOULEVARD

ORLANDO, FLORIDA 32810-4350

(407) 292-8580

INFO@SOUTHERNSURVEYING.COM

UTILITY INFORMATION

CITY OF PLANT CITY UTILITIES

902 N. MOBLEY STREET

PLANT CITY, FL 33563

PHONE: (813) 757-9288

CITY OF PLANT CITY STREETS & STORMWATER

4702 SYDNEY ROAD

PLANT CITY, FL 33566

PHONE: (813) 659-4225

1.0 M2514831.16

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

Know what's below.

Call before you dig.

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

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MADRIDCPWG ENGINEERING, INC.

5001 N. Nebraska Ave, Suite A

TAMPA, FL

813-361-2644

WWW.MADRIDCPWG.COM

ZACHARY H. THORNTON, PE FLORIDA REG.

PROF. ENGINEER No.: 79489

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EROSION AND SEDIMENTATION CONTROL NOTES:

1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER

POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.

2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE OPERATION AND SOIL TYPE THAT WILL BE EXPOSED.

SILTY AND CLAYEY MATERIAL USUALLY REQUIRE SOLID CONSTRUCTION SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR SYNTHETIC BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHOULD BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER EROSION/TURBIDITY

CONTROL MEASURES IF CONDITIONS WARRANT.

3. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM THE CONSTRUCTION AREA, THE WATER SHALL BE TREATED TO REDUCE TURBIDITY TO STATE WATER QUALITY STANDARDS PRIOR TO DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED SWALES OR APPROPRIATE VEGETATED AREAS (OTHER THAN UPLAND PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL

MEETS STATE WATER QUALITY STANDARDS.

4. THE CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOIL STABILIZED. SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SILTATION CONTROL BARRIER SHALL BE IMMEDIATELY REMOVED AND PLACED IN UPLAND AREAS.

5. WATER REMAINING IN THE EXCAVATIONS AFTER CONSTRUCTION MUST BE KEPT CONFINED WITHIN THE EXCAVATIONS PRIOR TO DISCHARGE (IF APPLICABLE), UNTIL THE TURBIDITY LEVEL OF THE POND WATER MEETS STATE WATER QUALITY STANDARDS.

6. NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN THE EXCAVATIONS. IF CLAY OR SANDY CLAYS ARE LEFT EXPOSED AT THE PERMITTED DEPTH, THE CONTRACTOR SHALL OVER EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF 12 INCHES AND BACKFILL WITH CLEAN SANDS.

7. PROVIDE ALL DISTURBED AREAS WITHIN THE LIMITS OF THE WORK WITH TEMPORARY SOIL EROSION CONTROL AND SEDIMENT CONTROL, UTILIZING EARTH DAMS & PONDS, GRADE TO DRAIN SWALES, SETTLING BASINS, SILT FENCES, STONE FILTERS, SYNTHETIC BALE FILTERS, ETC., TREATING ALL

SOIL SURFACES WITH SEEDED TOPSOIL AND / OR MULCH AFTER GRADING.

8. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER

SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.

9. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND AIR AND WATER POLLUTION WILL BE MINIMIZED. STATE

AND LOCAL LAWS SHALL BE COMPLIED WITH AT ALL TIMES.

10. TO MINIMIZE SOIL EROSION, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E. SYNTHETIC BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES.

11. PERMANENT VEGETATION SHALL BE BY SEEDING OR SODDING ALL EXPOSED AREAS WITHIN THREE DAYS AFTER FINAL GRADING. MULCH SHALL BE USED AS NECESSARY FOR PROTECTION UNTIL 75% GROWTH IS ESTABLISHED. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL WHICH WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A WAY AS TO PERMANENTLY ADJUST THE SOIL CONDITIONS AND

RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER.

12. ALL NEW EROSION AND SILT CONTROL METHODS AND LOCATIONS INDICATED ON THIS DRAWING ARE FOR START-UP AND GENERAL REFERENCE ONLY

AND SHALL BE ADJUSTED, AS REQUIRED, TO SUIT THE PROCESS OF THE CONSTRUCTION.

13. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING. OR SEEDING IS ACCEPTABLE FOR STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION-PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. FOR COMMERCIAL SITE DEVELOPMENT PROJECTS, NO MORE THAN 50% OF THE LANDSCAPED AREA MAY BE PLANTED WITH SHALLOW-ROOTED (I.E., ST AUGUSTINE) TURF GRASS VARIETIES. THESE TURF GRASS VARIETIES SHALL BE CONSOLIDATED IN AND LIMITED TO AREAS THAT ARE PROVIDED WITH CENTRAL AUTOMATIC IRRIGATION SYSTEMS. A METHOD OF STABILIZATION MUST BE SHOWN ON THE SITE DEVELOPMENT

CONSTRUCTION PLANS.

14. SEE PGD PLANS FOR ADDITIONAL EROSION CONTROL LOCATION INFORMATION AND DETAILS.

15. CONTRACTOR TO COMPLY WITH ALL REGULATIONS AS SET FORTH BY THE FDEP NPDES STORMWATER REGULATORY PROGRAM.

16. CONTRACTOR TO CONSTRUCT PROPOSED STORMWATER PONDS IN EITHER CELLS OR SEQUENCED SO THAT THE FIRST PONDS FUNCTION AS SEDIMENT BASINS TO SEPARATE SUSPENDED SOLIDS FROM PRODUCED GROUNDWATER. ALL PRODUCED GROUNDWATER MUST MEET CRITERIA OF "STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUNDWATER FROM ANY NON-CONTAMINATED SITE ACTIVITY" EFFECTIVE DATE FEBRUARY 14, 2000; DOCUMENT NUMBER 62-621.300(2).

17. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIP-LINE OF A TREE TO

REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE COUNTY.

SIGNING AND PAVEMENT MARKING NOTES:

1. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE U.S. DEPARTMENT OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", 11th EDITION, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE

AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM", JULY 1, 2010.

2. ALL PAVEMENT MARKINGS SHALL BE LEAD-FREE, NON-SOLVENT BASED THERMOPLASTIC, UNLESS NOTED OTHERWISE, FOR THE FIRST LIFT OF ASPHALT

AND THE FINAL LIFT OF ASPHALT.

3. ALL PAVEMENT MARKINGS TO BE REMOVED SHALL BE PERFORMED BY GRINDING.

4. THE SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENTS AS DIRECTED BY THE ENGINEER.

5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LENGTH OF THE COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. THE SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENTS AS DIRECTED BY THE ENGINEER.

6. THE CONTRACTOR SHALL USE U-SHAPE STEEL POSTS FOR ALL POST MOUNTED SIGNS, SEE HC STANDARD DETAILS TD-12, TD-14 (1 AND 2) FOR

ADDITIONAL SIGN RELATED DETAILS.

7. ALL PARKING STALLS SHALL BE PAINTED IN ACCORDANCE WITH THE CONSTRUCTION PLANS AND/OR SPECIFICATIONS.

8. LOCATION OF STOP BARS IS TO BE PER SECTION 3B.16 OF THE MUTCD.

9. LOCATION OF SIGNS IS TO BE PER SECTION 2A.18 THROUGH 2A.20 OF THE MUTCD.

SANITARY SEWER AND WATER DISTRIBUTION SYSTEM NOTES:

1. ALL ON-SITE PVC WATER MAINS 4-12 INCHES SHALL BE IN ACCORDANCE WITH AWWA C-900 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. PE PIPE 2" OR SMALLER SHALL MEET THE REQUIREMENTS OF ASTM D-1248. ALL GRAVITY SEWER LINES ARE PVC SDR-26 AND MEET THE REQUIREMENTS OF ASTM D3034 UNLESS OTHERWISE SHOWN ON PLANS OR PROFILES. ALL FORCE MAINS 4" TO 12" TO BE EITHER SDR21 OR C900 SDR 18 AND 16" PVC FORCEMAIN TO BE C905 SDR 25.

2. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARDS A21.51, MINIMUM CLASS 52. 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.

3. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED. CONFLICTS OF WATER, SANITARY AND STORM SEWER, TO BE RESOLVED BY

ADJUSTING WATER LINES AS NECESSARY.

4. ALL WATER MAINS AND PVC CONDUIT TO BE CONSTRUCTED WITH MINIMUM 3 FEET OF COVER.

5. APPROXIMATE WATER LINE DISTANCES SHOWN ARE BETWEEN CENTERS OF MAIN FITTINGS. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS REQUIRED FOR A COMPLETE WATER SYSTEM IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICES.

6. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD

ALWAYS CROSS UNDER WATER MAINS.

7. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS 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.

8. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18-INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. 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.

9. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION OF 18-INCHES

BETWEEN LINES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED.

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

11. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS

WHENEVER POSSIBLE.

12. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-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 18-INCHES ABOVE THE TOP OF THE SEWER.

13. 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. THE LOCATION OF ALL NEWLY INSTALLED FIRE HYDRANTS SHALL BE IDENTIFIED WITH A BLUE REFLECTIVE PAVEMENT MARKER INSTALLED ON THE ROADWAY, PERPENDICULAR TO THE FIRE HYDRANT. THE REFLECTIVE MARKER WILL BE LOCATED IN THE CENTER OF THE LANE CLOSEST TO THE

HYDRANT.

15. ALL NON-METALLIC PIPE WILL BE INSTALLED WITH 2 PAIR 10 GAUGE COPPER TRACER WIRE

16. FHA EL= REFERENCE FLANGE ELEVATION (NAVD1988)

17. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE FLOW TESTING AND COLOR CODING OF ALL NEWLY INSTALLED FIRE HYDRANTS IN THE EXISTING OR PROPOSED PLANT CITY RIGHT OF WAY AND UTILITY EASEMENTS THAT ARE TO BE DEDICATED TO PLANT CITY PRIOR TO THE FINAL INSPECTION OF THE PROJECT. THE ENGINEER OF RECORD AND/OR CONTRACTOR SHALL REFER TO NFPA STANDARDS 291 FOR FLOW TESTING AND COLOR CODING

METHODS AND PROCEDURES.

18. ALL SHORT SIDE METERS WILL HAVE THEIR OWN 1" WATER SERVICE LINE.

19. CONTRACTOR TO EXPOSE WATER MAIN AND FURNISH TAPPING SLEEVE AND VALVE FOR WATER METER TAP, AND INSTALL 2" POLYETHYLENE (PE)

WATER SERVICE LINE FROM MAIN TO METER.

20. CONTRACTOR TO COORDINATE WITH THE WATER RESOURCE DIVISION AT (813) 659-4298 OF THE PLANT CITY UTILITIES DEPARTMENT PRIOR TO THE SELECTION AND ORDERING OF WATER METER AND/OR BACKFLOW PREVENTION DEVICE ASSEMBLIES.

21. WATER METERS AND CLEAN-OUTS SHALL BE LOCATED WITHIN THE 10' UTILITY EASEMENT.

22. AIR RELEASE VALVES ARE REQUIRED AT THE HIGH POINT.

23. A MINIMUM OF 18-INCHES IS REQUIRED BETWEEN ALL WATER MAIN TAPS.

24. WATER MAINS UNDER STORM STRUCTURES SHALL BE DUCTILE IRON PIPE CL 50.

JACK-AND-BORE NOTES:

1. A DE-WATERING PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL AS PART OF THE JACK AND BORE PLAN SUBMITTAL.

2. ALL WELDS SHALL BE PERFORMED BY A CERTIFIED WELDER.

3. PRIOR TO PERFORMING THE BORE, A 2-INCH AUGER PILOT HOLE SHALL BE FIRST ATTEMPTED TO DETERMINE IF ROCK WILL PREVENT THE INSTALLATION OF THE CASING. IF THE PILOT HOLE IS SUCCESSFULLY MADE, THE CASING MAY BE INSTALLED. IF THE PILOT HOLE IS UNSUCCESSFUL, THE CONTRACTOR SHALL NOT INSTALL THE CASING AND SHALL CONTACT THE ENGINEER IMMEDIATELY FOR DIRECTION.

4. CUTTING HEAD SHALL ONLY PROTRUDE A MAXIMUM OF 3 INCHES FROM THE END OF THE CASING AT ANY GIVEN TIME.

5. ALL CASINGS SHALL BE MATCHED TO THE AUGERS IN NO LESS THAN 20-FOOT SECTIONS. CARE SHALL BE TAKEN TO ENSURE THAT THE AUGER DOES

NOT OUTRUN THE CASING AT ANY GIVEN TIME.

6. LINE AND GRADE SHALL BE CONTROLLED AT THE JACKING PIT WITH EACH SECTION OF WELDED CASING. RIG AND RAILS SHALL BE SET AT THE APPROPRIATE GRADE TO BORE CASING ON PLANNED LINE AND GRADE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WELDS FOR

TRUENESS PRIOR TO ADVANCING THE NEXT SECTION OF CASING.

7. BASED ON THE PLANS PROVIDED, FIELD INSPECTION PRIOR TO WORK, AND 811 SUNSHINE TICKET RESULTS AS OBTAINED BY THE CONTRACTOR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND EXPOSE EXISTING UTILITIES IN ADVANCE OF THE BORING OPERATION. ALL SITE HOLES SHALL

BE MAINTAINED TO CONFIRM CLEARANCE OF BORE FROM EXISTING UTILITIES.

HORIZONTAL DIRECTIONAL DRILLING NOTES:

1. PRIOR TO CONDUCTING HORIZONTAL DIRECTIONAL DRILLING, THE CONTRACTOR SHALL SUBMIT FOR THE EOR'S REVIEW AND APPROVAL CALCULATIONS PERTAINING TO THE LENGTH OF THE HORIZONTAL DIRECTIONAL DRILLING AT EACH LOCATION WHERE IT IS PROPOSED TAKING INTO

ACCOUNT PIPE SIZE, DRILLING MACHINERY, AND SOIL CONDITIONS.

2. THE CONTRACTOR SHALL ALSO FURNISH FOR EOR AND CITY'S REVIEW AND APPROVAL A FRAC-OUT MITIGATION CONTINGENCY PLAN THAT ESTABLISHES OPERATIONAL PROCEDURES AND RESPONSIBILITIES FOR THE PREVENTION, CONTAINMENT AND CLEAN-UP OF FRAC-OUTS.

PAVING, GRADING, AND DRAINAGE NOTES:

1. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL, IRRIGATION, CABLE TV AND TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. CONTRACTOR TO COORDINATE INSTALLATION OF ANY ADDITIONAL CONDUIT LOCATIONS WITH OWNER.

2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PLANT CITY STANDARDS AND SPECIFICATIONS.

3. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES FOR INLETS AND MANHOLES. STATION OFFSETS (LT OR RT) REFER TO CENTER OF STRUCTURES FOR MANHOLES. ALL PIPE LENGTHS ARE PLUS OR MINUS. ALL PIPE LENGTHS INCLUDE END TREATMENT.

4. ALL CURB CUT RAMPS TO BE CONSTRUCTED PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS (FDOT INDEX 522-002) AND BE ADA

COMPLIANT INCLUDING USE OF TRUNCATED DOME TACTILE SURFACE

5. ALL EARTHWORK, PLACEMENT OF FILL AND PAVEMENT PREPARATION TO CONFORM TO THE MORE STRICT OF THE PLANT CITY TECHNICAL

SPECIFICATIONS OR THE GEOTECHNICAL REPORT.

6. TERMINATION OF BOTH FDOT TYPE "F" AND 6" VERTICAL CURB SHALL INCLUDE A 3' TRANSITION TO FLUSH UNLESS OTHERWISE NOTED ON THE

CONSTRUCTION DRAWINGS.

7. EXTRA MATERIAL IS REQUIRED PER FDOT AROUND STORM PIPE MEETING COVER CRITERIA OF SAID INDEX.

8. JOINTS OF STORM SEWER SHALL BE STAGGERED FOR CROSSINGS OF THE SANITARY SEWER WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE SO

THAT THE PIPE BELL IS NOT LOCATED AT THE CROSSING.

9. AS A COST SAVINGS MEASURE STORM STRUCTURES WITH MULTIPLE PIPE CONNECTIONS MAY BE OFFSET FROM THE CENTER OF THE STRUCTURE TO REDUCE THE OVERALL STRUCTURE SIZE. CONTRACTOR IS TO COORDINATE OFFSET CONNECTIONS WITH APPROPRIATE SUB CONTRACTORS INCLUDING

PROJECT SURVEYOR.

10. POND T.O.B. LINE INDICATES TOP OF BANK; I.E., THE POINT AT WHICH THE SLOPE BEGINS. T.O.F. INDICATES TOP 2.

11. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE

REMAINING ON SITE UNLESS APPROVED BY THE COUNTY.

12. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY PROVISIONS OF LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. 13.ALL STORM DRAIN STRUCTURES TO CONFORM THE "FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" MANUAL DATED JULY 1 2019 OR LATEST EDITION, OR THE PLANT CITY SPECIFICATIONS. ALL STORM PIPES TO STRUCTURES ARE TO BE

WRAPPED PER FDOT INDEX 425-020.1

13. ALL PROPOSED STORM GRATES, RING & COVERS AND SANITARY SEWER RING & COVERS TO MEET H-20 LOADING RATING. ALL STORM GRATES TO BE

HOT DIPPED GALVANIZED RETICULINE STEEL GRATES.

14. ALL EXISTING STRUCTURES TO BE MODIFIED AS REQUIRED TO MEET H-20 LOAD RATING AND ADJUSTED TO MEET PROPOSED GRADE.

15. THE STAKED SILT FENCE SHALL BE INSTALLED PRIOR TO EARTHWORK OPERATIONS COMMENCING AND IS TO BE MAINTAINED THROUGH PROJECT

COMPLETION.

16. ALL SWALES SHALL BE SODDED AS SHOWN ON THE SECTIONS.

17. STORM SEWER PIPE LINES WILL NOT BE INSTALLED PRIOR TO PLACEMENT AND ALIGNMENT OF INLET STRUCTURES.

18. NO EXCAVATION SHALL EXTEND BELOW THE PERMITTED DESIGN DEPTHS/ELEVATIONS SHOWN ON THE DRAWINGS, UNLESS ADDITIONAL TESTING SUPPORTS OTHERWISE; AND NO LOWER SEMI-CONFINING UNIT CLAYEY SOIL MATERIAL AND/OR LIMESTONE MATERIALS SHALL BE EXCAVATED, REGARDLESS IF THESE MATERIALS ARE ENCOUNTERED WITHIN THE PERMITTED EXCAVATION DEPTHS/ELEVATIONS. IF ABOVE THE PERMITTED DEPTHS/ELEVATIONS, THEN EXCAVATION OPERATIONS SHALL CEASE IN THE GENERAL AREA. EPC WETLANDS MANAGEMENT STAFF MUST BE CONTACTED PRIOR TO ANY EXCAVATION OF CLAYS. * IN THE ABSENCE OF ANY CONFINING OR SEMI-CONFINING UNIT CLAYEY SOILS, A MINIMUM OF

FIVE FEET OF UNDISTURBED SOILS SHALL REMAIN ABOVE THE UNDERLYING LIMESTONE.

19. PRUNING OF A GRAND OAK, WITH THE EXCEPTION OF MINOR PRUNING, IS PROHIBITED UNLESS CONDUCTED IN ACCORDANCE WITH THE ANSI A-300 PRUNING STANDARDS, AND PERFORMED BY AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) OR A REGISTERED CONSULTING ARBORIST WITH THE AMERICAN SOCIETY OF CONSULTING ARBORISTS (ASCA). MINOR PRUNING IS THE PRUNING OF A TREE BY THE REMOVAL OF BRANCHES NO GREATER THAN THREE INCHES IN DIAMETER AT THE POINT OF CONNECTION TO A SUPPORTING BRANCH AND SHALL BE IN ACCORDANCE WITH THE ANSI A-300 PRUNING STANDARDS. A NOTARIZED AFFIDAVIT (ATTACHED) AFFIRMING AN ISA CERTIFIED ARBORIST OR AN ASCA REGISTERED CONSULTING ARBORIST WILL CONDUCT OR PROVIDE ONSITE SUPERVISION OF THE PRUNING SHALL BE SUBMITTED TO THE COUNTY PRIOR TO THE PRUNING OF A GRAND OAK. AN ISA CERTIFIED ARBORIST OR AN ASCA REGISTERED CONSULTING ARBORIST CONTRACTED BY A PROPERTY OWNER TO PRUNE A GRAND OAK SHALL ASSUME FULL RESPONSIBILITY FOR ALL PRUNING ACTIVITIES DETERMINED IN COMPLIANCE WITH

STANDARDS SPECIFIED WITHIN THE LAND DEVELOPMENT CODE.

20. ALL FLARED END SECTIONS TO HAVE TOE WALLS PER FDOT INDEX 430-020.

GENERAL NOTES

1. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO INLETS, SURFACE DRAINS, WETLANDS AND LAKE AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION

EFFORTS THAT MAY BE REQUIRED.

2. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED AND/OR

ACCEPTED BY THE OWNER AND/OR AUTHORIZED REPRESENTATIVE.

3. THE CONTRACTOR SHALL NOT ENTER UPON OR IN ANY WAY ALTER THE WETLAND CONSERVATION AREAS THAT ARE DESIGNATED TO REMAIN. ALL WORK IN THE VICINITY OF OPEN WATER AND/OR WETLANDS IS TO BE PERFORMED IN COMPLIANCE WITH THE ENVIRONMENTAL PERMITS FOR THE SITE.

THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINE RESULTING FROM HIS VIOLATION OF PERMIT CONDITIONS.

4. SPECIAL CARE SHALL BE TAKEN TO ENSURE THAT EXISTING TREES TO BE SAVED REMAIN UNDAMAGED DURING CONSTRUCTION. REFERENCE LANDSCAPE AND LAND ALTERATION ORDINANCE. DEVELOPMENT SHALL COMPLY WITH THE TREE AND LANDSCAPE CODES AS SET FORTH IN THE LAND

DEVELOPMENT CODE UNLESS PERMITTED OTHERWISE.

5. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT (813) 880-8881 FOR RESOLUTION OF ANY CONFLICTS BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS.

6. IT IS THE ENGINEER OF RECORD RESPONSIBILITY TO FIELD LOCATE ALL VISIBLE UTILITIES AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY "SUNSHINE" (1-800-432-4770) AND ALL UTILITY COMPANIES IN THE AREA FIVE (5) DAYS IN ADVANCE OF BEGINNING CONSTRUCTION.

7. CONTRACTOR TO REMOVE AND LEGALLY DISPOSE OF ALL EXISTING OCCUPATION AS NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE

OWNER RETAINS THE RIGHT TO KEEP ANY OCCUPATION DEEMED VALUABLE.

8. DIGITAL OR ELECTRONIC REPRESENTATION OF THESE CONSTRUCTION PLANS DOES NOT CONSTITUTE A COORDINATE CONTROL MAP OR MATHEMATICALLY CONTROLLED INFORMATION FOR THE USE OF CONSTRUCTION STAKEOUT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR CONTRACTOR'S SURVEYOR TO ENSURE THAT ANY DIGITAL OR ELECTRONIC REPRESENTATION OF THESE PLANS IS IN COMPLETE CONFORMANCE WITH ALL OF THE NOTATIONS, SPECIFICATIONS, DETAILS AND OTHER DATA APPEARING ON OR AS MAY BE DERIVED FROM THESE CONSTRUCTION PLANS.

9. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING MAINTENANCE OF TRAFFIC PLANS AS REQUIRED.

10. EXISTING WELL(S) WITHIN THE LIMITS OF DISTURBANCE SHALL BE SEALED AND ABANDONED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH RULE 40D-3.531. OWNER RESERVES THE RIGHT TO TRANSFER ANY EXISTING WATER USE RIGHTS TO OTHER EXISTING OR PROPOSED WELL(S).

11. CONTRACTOR RESPONSIBLE FOR REPAIR AND REPLACEMENT OF INFRASTRUCTURE / FACILITIES WITHIN THE RIGHT-OF-WAY THAT ARE DAMAGED

DURING CONSTRUCTION ACTIVITY.

12. BURN AREAS, IF REQUIRED, WILL BE OBTAINED FROM THE DIVISION OF FORESTRY BY THE CONTRACTOR.

13. SIDEWALKS ARE TO BE PROVIDED AS REQUIRED WITHIN THE LAND DEVELOPMENT CODE. SIDEWALKS SHALL BE CONSTRUCTED OF NATURAL OR COLORED CONCRETE AT 3,000 PSI IN STRENGTH, FIBER REINFORCED, AND A MINIMUM OF FOUR INCHES (4") IN THICKNESS. AT DRIVEWAY

CROSSINGS, THE THICKNESS SHALL BE A MINIMUM OF SIX INCHES (6").

14. SIDEWALK CROSSINGS TO PROVIDE STRIPING AND SIGNAGE PER FDOT INDEX NUMBERS 711-001 AND 700-102. THE DETECTABLE WARNING SHALL BE

ALIGNED TO THE DIRECTION OF PEDESTRIAN TRAVEL.

15. GRASS OR OTHER LOW GROWING VEGETATION THAT IS EASILY MAINTAINED SHALL BE USED IN CLEAR ZONES.

16. UTILITY LINES OF ALL KINDS, INCLUDING, BUT NOT LIMITED TO, ELECTRIC POWER AND LIGHT, TELEPHONE AND TELEGRAPH, CABLE TELEVISION, WATER, SEWER, AND GAS SHALL BE CONSTRUCTED AND INSTALLED BENEATH THE SURFACE OF THE GROUND.

17. THERE ARE NO KNOWN HISTORIC RESOURCES ON SITE. HOWEVER, IF, DURING CONSTRUCTION ACTIVITIES, ANY EVIDENCE OF HISTORIC RESOURCES INCLUDING, BUT NOT LIMITED TO, ABORIGINAL OR HISTORIC POTTERY, PREHISTORIC STONE TOOLS, BONE OR SHELL TOOLS, HISTORIC TRASH PITS, OR HISTORIC BUILDING FOUNDATIONS ARE DISCOVERED, WORK SHALL COME TO AN IMMEDIATE STOP, AND THE LOCAL MUNICIPALITY AND THE FLORIDA DIVISION OF HISTORICAL RESOURCES (STATE HISTORIC PRESERVATION OFFICER) SHALL BE NOTIFIED WITHIN TWO WORKING DAYS.

18. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF THE PRESENCE OF STATE OR FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES IS DISCOVERED, LOCAL MUNICIPALITY AND APPLICABLE AGENCIES SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE PLANT AND/OR ANIMAL SPECIES FOUND ON THE SITE. ALL WORK IN THE AFFECTED AREA SHALL COME TO AN IMMEDIATE STOP UNTIL ALL PERTINENT PERMITS HAVE BEEN OBTAINED, AGENCY WRITTEN AUTHORIZATION TO COMMENCE ACTIVITIES HAS BEEN GIVEN, OR UNLESS COMPLIANCE WITH STATE AND FEDERAL

GUIDELINES CAN BE DEMONSTRATED.

19. SITE TRIANGLES SHALL BE UNOBSTRUCTED, AND SHALL BE INSPECTED AND MAINTAINED IN CONFORMANCE WITH FDM.

20. AS APPLICABLE, ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF:

A. PLANT CITY DETAILS AND SPECIFICATIONS FLORIDA DEPARTMENT OF TRANSPORTATION.

B. ROADWAY AND TRAFFIC DESIGN STANDARDS FLORIDA DEPARTMENT OF TRANSPORTATION.

C. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

21. A STRUCTURAL ENGINEER SHALL DESIGN THE PROJECT'S WALLS; SHALL PREPARE AND SUBMIT SHOP DRAWINGS, SIGNED AND SEALED, TO MADRID CPWG, INC. FOR REVIEW TO VERIFY THAT THE DESIGN MEETS MADRID CPWG'S PLAN SPECIFICATIONS ONLY; SHALL PROVIDE CONSTRUCTION OBSERVATION OF THE WALLS AND SHALL CERTIFY THAT THE WALLS WERE CONSTRUCTED PER THE STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. THE STRUCTURAL ENGINEER AND THE CONTRACTOR TO CONSTRUCT THE WALLS.

ØØØØØØØØØØØ

CONSTRUCT 558 LF OF SILT FENCE.

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DEMOLISH AND REMOVE 21 LF

OF EX. 12" ABS STORM DRAIN

DEMOLISH AND REMOVE 99 SF

OF EX. GRAVEL DRIVE

EXISTING TREE LINE.

REMOVE EXISTING TREES AS

NECESSARY FOR PROPOSED

IMPROVEMENTS.

3'

5'

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EX. 24" CROSS DRAIN TO REMAIN.

CONTRACTOR SHALL VERIFY TYPE AND SIZE.

DEMOLISH AND REMOVE 26 SF

OF EX. CONCRETE PAVEMENT.

DEMOLISH AND REMOVE 171 LF

OF EX. CHAIN-LINK FENCE.TREE REMOVAL (TYP.)

TELEPHONE PEDESTAL TO BE

REMOVED AND RELOCATED.

CONTRACTOR SHALL

COORDINATE WITH THE UTILITY

PROVIDER.

REMOVE AND RELOCATE EXISTING

UTILITY POLE AND OVERHEAD

SERVICE. CONTRACTOR SHALL

COORDINATE WITH UTILITY PROVIDER

DEMOLISH AND REMOVE 137 LF

OF EX. 18" RCP STORM DRAIN

"SHARE THE ROAD" SIGN TO BE

REMOVED AND RELOCATED AS

NEEDED FOR PROPOSED STORM

DRAIN INSTALLATION. CONFIRM

NEW LOCATION WITH CITY.

SPEED LIMIT (30 MPH) SIGN TO BE

REMOVED AND RELOCATED AS

NEEDED FOR PROPOSED STORM

DRAIN INSTALLATION. CONFIRM

NEW LOCATION WITH CITY.

REMOVE AND RELOCATE EXISTING WATER

METER (20 N. WOODROW WILSON ST.).

CONTRACTOR SHALL COORDINATE WITH CITY

OF PLANT CITY UTILITIES.

REMOVE AND RELOCATE EXISTING

WATER METER (2207 W. LOWRY AVENUE).

CONTRACTOR SHALL COORDINATE WITH

CITY OF PLANT CITY UTILITIES.

REMOVE 143 LF OF 12" WATERMAIN

(STA 11+72.71 TO STA 13+15.46).

COORDINATE WITH CITY OF PLANT

CITY UTILITIES FOR VALVE CLOSURE.

2.31'

11.89'

3'

5'

3'

5'

SAWCUT AND REMOVE 458 SF OF EX. ASPHALT

PAVEMENT. PAVEMENT RESTORATION PER CITY

DETAIL MS-02 ON SHEET 6.0.

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TREE REMOVAL (TYP.)

DEMOLISH AND REMOVE 47 LF

OF EX. 15" RCP STORM DRAIN

SAWCUT AND REMOVE 380 SF OF EX. ASPHALT

PAVEMENT. PAVEMENT RESTORATION PER CITY

DETAIL MS-02 ON SHEET 6.0. ASPHALT REMOVAL

INCLUDES AREAS ASSOCIATED WITH NEW RADIAL

INTERSECTION.

N. WOODROW WILSON

STREET CENTERLINE

3'

47.09' 3'

1.58'

TELEPHONE PEDESTAL TO BE

REMOVED AND RELOCATED.

CONTRACTOR SHALL

COORDINATE WITH THE UTILITY

PROVIDER.

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MADRIDCPWG ENGINEERING, INC.

5001 N. Nebraska Ave, Suite A

TAMPA, FL

813-361-2644

WWW.MADRIDCPWG.COM

ZACHARY H. THORNTON, PE FLORIDA REG.

PROF. ENGINEER No.: 79489

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PROJECT NO. SHEET NO.

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LEGEND

SILT FENCE

TREE TO REMAIN

PROPERTY LINE

TREE TO BE REMOVED

ASPHALT PAVEMENT &

BASE TO BE REMOVED

CONCRETE TO BE

REMOVED

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REFER TO SURVEY FOR ADDITIONAL LEGEND AND

ABBREVIATIONS.

010 FT 10 FT 20 FT

1 IN = 10 FT

../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 1.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 2.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf ../SUE/TEST HOLE REPORTS/TEST HOLE 3.pdf

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MADRIDCPWG ENGINEERING, INC.

5001 N. Nebraska Ave, Suite A

TAMPA, FL

813-361-2644

WWW.MADRIDCPWG.COM

ZACHARY H. THORNTON, PE FLORIDA REG.

PROF. ENGINEER No.: 79489

SCALE

AS NOTED

PROJECT NO. SHEET NO.

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3.1 M2514831.16

GENERAL NOTES:

(AN FDEP, NPDES, GENERAL PERMIT IS REQUIRED FOR SMALL ACTIVITIES - GREATER THAN 1 ACRE AND LESS THAN 5 ACRES, AND FOR

LARGE ACTIVITIES - GREATER THAN 5 ACRES.)

1. A COPY OF THE NOTICE OF INTENT (NOI) OR LETTER FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) CONFIRMING COVERAGE UNDER THIS GENERIC PERMIT SHALL BE POSTED AT THE CONSTRUCTION SITE IN A PROMINENT PLACE FOR PUBLIC VIEWING (SUCH AS ALONGSIDE A BUILDING

PERMIT).

2. THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL IN THE STORMWATER DISCHARGE(S) FROM A FACILITY OR ACTIVITY SHALL BE PREVENTED OR MINIMIZED IN ACCORDANCE WITH THE APPLICABLE STORMWATER POLLUTION PREVENTION PLAN FOR THE FACILITY OR ACTIVITY.

3. THE PERMITTEE SHALL PROVIDE FOR COMPLIANCE WITH THE TERMS AND SCHEDULE OF THIS PLAN BEGINNING WITH THE INITIATION OF CONSTRUCTION

ACTIVITIES.

4. PERMITTEE SHALL ADHERE TO THE STATE OF FLORIDA DEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION

ACTIVITIES.

5. PRESERVE EXISTING VEGETATION WHERE ATTAINABLE AND STABILIZE DISTURBED PORTIONS OF THE SITE TO PREVENT EROSION. STABILIZATION MEASURES INCLUDE PERMANENT SEEDING, SOD, PRESERVATION OF EXISTING MATURE VEGETATION AND PROTECTION OF EXISTING TREES. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN 7 DAYS, IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

TEMPORARILY OR PERMANENTLY CEASED.

6. EACH PLAN SHALL INCLUDE A DESCRIPTION OF STRUCTURAL PRACTICES, TO DIVERT FLOWS FROM EXPOSED SOILS, STORE FLOWS, RETAIN SEDIMENT ON-SITE, OR OTHERWISE LIMIT RUNOFF AND THE DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SUCH PRACTICES MAY INCLUDE SILT FENCES, SWALES, CHECK DAMS, STORM DRAIN INLET PROTECTION, PERMANENT SEDIMENT BASINS OR DRAINAGE RETENTION AREAS (D.R.A.'S).

7. CONSTRUCT TEMPORARY SEDIMENT CONTROL BASINS AT EACH POINT OF DISCHARGE INTO D.R.A.'S.

8. CONTROLS FOR OTHER POLLUTANTS.

(1) WASTE DISPOSAL. THE PLAN SHALL ASSURE THAT WASTE, SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTER, AND SANITARY WASTE ARE PROPERLY CONTROLLED IN ACCORDANCE WITH ALL APPLICABLE STATE, LOCAL, AND FEDERAL REGULATIONS. THIS PERMIT DOES NOT AUTHORIZE THE DISCHARGE OF SOLID MATERIALS, INCLUDING BUILDING MATERIALS, TO SURFACE WATERS OF THE STATE OR A MUNICIPAL SEPARATE STORM

SEWER SYSTEM (MS4).

(2) THE PLAN SHALL ASSURE THAT OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST IS MINIMIZED.

(3) THE PLAN SHALL BE CONSISTENT WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS.

(4) THE PLAN SHALL ADDRESS THE PROPER APPLICATION RATES AND METHODS FOR THE USE OF FERTILIZERS, HERBICIDES AND PESTICIDES AT THE CONSTRUCTION SITE AND SET FORTH HOW THESE PROCEDURES WILL BE IMPLEMENTED AND ENFORCED. NUTRIENTS SHALL BE APPLIED ONLY AT

RATES NECESSARY TO ESTABLISH AND MAINTAIN VEGETATION.

(5) THE PLAN SHALL ENSURE THAT THE APPLICATION, GENERATION, AND MIGRATION OF TOXIC SUBSTANCES IS LIMITED AND THAT TOXIC MATERIALS

ARE PROPERLY STORED AND DISPOSED.

9. A QUALIFIED INSPECTOR (PROVIDED BY THE OPERATOR) SHALL INSPECT ALL POINTS OF DISCHARGE INTO SURFACE WATERS OF THE STATE OR A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4); DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED;

AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION; STRUCTURAL CONTROLS; AND, LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE, AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER IN

ACCORDANCE WITH THE GENERIC PERMIT.

10. THE PERMITTEE SHALL RETAIN COPIES OF STORMWATER POLLUTION PREVENTION PLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USED TO COMPLETE THE N.O.I. TO BE COVERED BY THIS PERMIT, FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY

STABILIZED.

11. THE PERMITTEE SHALL RETAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND ALL REPORTS, RECORDS AND DOCUMENTATION REQUIRED BY THIS PERMIT AT THE CONSTRUCTION SITE, OR AN APPROPRIATE ALTERNATIVE LOCATION AS SPECIFIED IN THE NOI, FROM THE DATE OF PROJECT INITIATION

TO THE DATE OF FINAL STABILIZATION.

12. THE PERMITTEE SHALL SUBMIT A COMPLETED NOTICE OF TERMINATION (N.O.T.) (DEP FORM 62-621.300(6), SIGNED IN ACCORDANCE WITH PART VII.C. OF THIS PERMIT, WITHIN 14 DAYS OF FINAL STABILIZATION OF THE SITE TO TERMINATE COVERAGE UNDER THIS PERMIT.

13. A PERMITTEE SHALL SUBMIT A N.O.T. TO THE FOLLOWING ADDRESS:

NPDES STORMWATER NOTICES CENTER, MS #2510

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

2600 BLAIR STONE ROAD

TALLAHASSEE, FLORIDA 32399-2400

14. PROJECTS THAT DISCHARGED STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY TO A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4)

SHALL SUBMIT A COPY OF THE NOT TO THE OPERATOR OF THE MS4.

15. REFER TO THE SITE PLANS FOR ADDITIONAL EROSION CONTROL MEASURES AND ADDITIONAL INFORMATION.

NOTES:

1. FOR SILT FENCE DETAIL SEE TYPE III SILT FENCE IN FDOT INDEX 103. SILT FENCE LOCATION SHOWN FOR CLARITY ONLY, ACTUAL FENCE TO BE AS NEAR

THE PROPERTY LINE AS PRACTICAL.

2. ALL EXISTING STORM WATER DRAINAGE PATTERNS AND CHANNELS OUTSIDE THE CONSTRUCTION AREAS SHOWN ON THESE PLANS ARE TO BE MAINTAINED.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE WORK APPEARS TO INTERRUPT AN EXISTING STORM WATER DRAINAGE PATTERN. THE CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES AND DITCHES DURING ALL PHASES OF CONSTRUCTION SUCH THAT IMPACT TO CONSTRUCTION AND/OR SURROUNDING FACILITIES IS MINIMIZED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EROSION, SEDIMENT TRANSPORT, DISTURBED FOUNDATIONS, IMPACT TO STRUCTURES, AND ANY OTHER DAMAGE CAUSED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT DUE TO CONSTRUCTION OPERATIONS. APPROVED EROSION CONTROL DEVICES SHALL BE INSTALLED TO PREVENT DISCHARGE OF SEDIMENT INTO A DRY OR WET WATERCOURSE. RECOMMENDED EROSION CONTROL SHALL CONSIST OF SILT FENCE, OR OTHER EROSION CONTROL METHODS AS SHOWN OR APPROVED BY THE PROJECT ENGINEER. ALL NEW AND EXISITING DRAIN PIPES AND

STRUCTURES SHALL BE FLUSHED CLEAN AFTER CONSTRUCTION.

4. PROVIDE EROSION CONTROL BLANKET FOR ALL SLOPES 2 : 1 (HORIZONTAL TO VERTICAL) OR STEEPER.

5. SWALES AND DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED AS SOON AS PRACTICAL.

6. SEE THIS PLAN FOR ACTUAL LOCATION OF SILT FENCE.

7. THIS PLAN PROVIDES REASONABLE ASSURANCE THAT THE PROPOSED CONSTRUCTION ACTIVITIES WILL NOT RESULT IN EROSION AND SEDIMENT DEPOSITION IN WETLANDS OR OFF-SITE, ADVERSE IMPACTS TO WETLANDS, OFF-SITE FLOODING OR VIOLATION OF WATER QUALITY STANDARDS.

SITE DESCRIPTION:

1. THE PROJECT (DISTURBED) AREA IS 8,324 SF (0.19 ACRES).

2. EXISTING SITE IS DEVELOPED. PROJECT IS DEMOLITION ACTIVITIES AND CONSTRUCTION OFNEW SIDEWALK AND DRAINAGE IMPROVEMENTS.

3. GROUND SURFACE ELEVATIONS RANGE FROM 126.50 TO 120 FT NAVD88. THE LOW AREA IS THE SOUTH, SOUTHEAST SIDE OF EXISTING SITE. SITE FLOWS

FROM W. LOWRY AVENUE TO CSX RAILROAD TO THE SOUTH.

4. SOIL CONSERVATION SERVICE SOIL MAP UNITS FOR THE SITE ARE ONA FINE SANDS. ESTIMATED SEASONAL HIGH WATER TABLE IS APPROXIMATELY 1'

BELOW GROUND SURFACE.

PROJECT INFORMATION:

1. THIS PLAN IS INTENDED FOR USE IN CONJUNCTION WITH THE DRAINAGE PLANS FOR THIS PROJECT. FUTURE DEVELOPMENT WILL

REQUIRE A SEPARATE SWPPP AND NOI.

2. THE CONSTRUCTION ACTIVITIES ON THIS SITE CONSIST OF AND WILL BE PERFORMED IN THE FOLLOWING ORDER: CLEARING AND GRUBBING, EXCAVATION OF THE DRAINAGE RETENTION AREA AND CONSTRUCTION OF BUILDING AND PAVED PARKING AREA.

3. A QUALIFIED INSPECTOR (PROVIDED BY THE OPERATOR) SHALL INSPECT ALL POINTS OF DISCHARGE INTO SURFACE WATERS OF THE STATE OR A MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4); DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED;

AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION; STRUCTURAL CONTROLS; AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE, AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER IN

ACCORDANCE WITH THE GENERIC PERMIT.

INTENDED SEQUENCE OF CONSTRUCTION ACTIVITIES AND EROSION CONTROL IMPLEMENTATION:

1. PRIOR TO ANY CONSTRUCTION ACTIVITIES AND/OR CLEARING AND GRUBBING THE PERIMETER SILT FENCE MUST BE IN PLACE AS SHOWN ON THIS PLAN.

2. MEET ON SITE WITH CONTRACTOR TO DISCUSS IMPLEMENTATION OF PERIMETER CONTROLS, BASINS AND DIVERSIONS.

3. CONSTRUCT RETENTION BASIN TO WITHIN ONE FOOT OF FINISHED GRADE IN CONJUNCTION WITH ROUGH GRADING. RETENTION BASIN MUST BE PROPERLY STABILIZED PRIOR TO DIRECTING STORMWATER RUNOFF TO THE BASIN. THIS CAN BE ACCOMPLISHED BY TEMPORARY SEED AND MULCHING OR BY PERMANENT SODDING OF SIDESLOPES. ALL DISTURBED AREAS MUST BE STABILIZED IMMEDIATELY IF THEY ARE TO BE EXPOSED MORE THAN 7 DAYS RATHER THAN WAITING UNTIL THE PROJECT IS COMPLETE. STORMDRAIN PROTECTION MUST BE IMPLEMENTED IMMEDIATELY FOLLOWING INLET INSTALLATION TO

PREVENT SEDIMENT BUILDING IN THE RETENTION BASIN AND STORMWATER PIPE SYSTEM.

4. FINAL GRADING AND PERMANENT STABILIZATION TO BE IN PLACE AT THE COMPLETION OF CONSTRUCTION ACTIVITIES. THE ENTIRE STORMWATER MUST BE BUILT PER THE APPROVED STORMWATER PLANS AND PERFORM AS DESIGNED. SUBSTANTIAL DEVIATIONS FROM THE APPROVED STORMWATER PLANS MAY REQUIRE REAPPROVAL OF THE DESIGN PROFESSIONAL, APPLICABLE GOVERNMENTAL AGENCIES, AND/OR RECONSTRUCTION BY THE CONTRACTOR.

CONTRACTOR'S CERTIFICATION:

"I CERTIFY UNDER PENALTY OF LAW THAT 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 AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED

THEREUNDER."

SIGNATURE DATE

PRINT NAME .

ADDRESS .

PHONE NUMBER .

PERMITTEE'S CERTIFICATION:

THE UNDERSIGNED ENSURES THAT THE SURFACE WATER AND STORMWATER

MANAGEMENT MEASURES PROPOSED IN THE PLAN WILL BE EFFECTIVELY

IMPLEMENTED UNTIL COMPLETION OF THE PROJECT OR UNTIL THE PERMANENT

SURFACE WATER MANAGEMENT SYSTEM IS OPERATIONAL.

NAME:

COMPANY:

SIGNATURE .

DATE .

STABILIZATION SCHEDULE:

(REQUIRED TO BE COMPLETED BY CONTRACTOR)

MAJOR CONSTRUCTION ACTIVITIES:

START DATE____________________

END DATE______________________

CEASE CONSTRUCTION ACTIVITIES:

TEMPORARY DATES______________________

PERMANENT DATE _______________________

DATE THAT STABILIZATION MEASURES

WERE INITIATED:_________________________

NOTE: INSTALL EROSION CONTROL FEATURES PRIOR

TO ANY CONSTRUCTION ACTIVITIES ON THIS SITE.

NON-STORMWATER DISCHARGES:

THE SITE MAY GENERATE NON-STORMWATER DISCHARGE INTO THE

ON-SITE DRAINAGE SYSTEM (SUCH AS: WATER MAIN FLUSHING).

STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM

INSPECTIONS MUST OCCUR AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM EVENT THAT IS 0.50 INCHES OR HIGHER

PROJECT NAME:________________________________________________________ FDEP NPDES STORMWATER IDENTIFICATION NUMBER: FLR10______________

LOCATION RAIN DATA TYPE OF CONTROL DATE INSTALLED/ CURRENT CONDITION CORRECTIVE ACTION/OTHER REMARKS

(SEE BELOW) MODIFIED (SEE BELOW)

CONDITION CODE:

G = GOOD M = MARGINAL, NEEDS MAINTENANCE OR REPLACEMENT SOON P = POOR, NEEDS IMMEDIATE MAINTENANCE OR REPLACEMENT

C = NEEDS TO BE CLEANED O = OTHER

CONTROL TYPE CODES

1. SILT FENCE

2. EARTH DIKES

3. STRUCTURAL DIVERSION

4. SWALE

5. SEDIMENT TRAP

6. CHECK DAM

7. SUBSURFACE DRAIN

8. PIPE SLOPE DRAIN

9. LEVEL SPREADERS

INSPECTOR INFORMATION:

NAME QUALIFICATION DATE

THE ABOVE SIGNATURE ALSO SHALL CERTIFY THAT THIS FACILITY IS IN COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES IF THERE ARE NOT ANY INCIDENTS OF NON-COMPLIANCE IDENTIFIED ABOVE.

"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, 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 POSSIBILTY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS."

NAME (RESPONSIBLE AUTHORITY) DATE

10. STORM DRAIN INLET PROTECTION

11. VEGETATIVE BUFFER STRIP

12. VEGETATIVE PRESERVATION AREA

13. RETENTION POND

14. CONST. ENTRANCE STABILIZATION

15. PERIMETER DITCH

16. CURB AND GUTTER

17. PAVED ROAD SURFACE

18. ROCK OUTLET PROTECTION

19. REINFORCED SOIL RETAINING SYS.

20. GABION

21. SEDIMENT BASIN

22. TEMPORARY SEED / SOD

23. PERMANENT SEED / SOD

24. MULCH

25. HAY BALES

26. GEOTEXTILE

27. RIP-RAP

28. TREE PROTECTION

29. DETENTION POND

30. RETENTION POND

31. WASTE DISPOSAL/HOUSEKEEPING

32. DAM

33. SAND BAG

34. OTHER

NOTE:

CONTRACTOR COPY ONTO 8-1/2" x 11"

TO CREATE REPORT FORMS

NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF).

VE

R

TI

C

AL

SILT FLOW

EROSION & SEDIMENT CONTROL

PRIOR TO INITIATING CONSTRUCTION OF PLANNED IMPROVEMENTS, ALL WRA'S WILL BE EXCAVATED AND ROUGH GRADED TO PROVIDE

SEDIMENT AND RUNOFF CONTROL DURING CONSTRUCTION.

ALL DISTURBED AREAS WILL BE BROUGHT TO FINAL GRADE AND SEEDED AND MULCHED AS SOON AS POSSIBLE.

AREAS WHICH MAY ERODE DUE TO SLOPES OR CONCENTRATED RUNOFF DURING CONSTRUCTION WILL BE TREATED. TEMPORARY SLOPE DRAIN PROTECTION WILL BE PROVIDED PER DOT ROAD DESIGN STANDARD INDEX NO. 100.

OFF SITE DISCHARGE OF UNTREATED STORMWATER WILL BE PREVENTED USING TEMPORARY BERMS AND DIKES WHERE NEEDED.

DEVICES CONSISTENT WITH DOT ROAD DESIGN STANDARD INDEX NO. 102 WILL BE USED.

UPON COMPLETION OF SITE IMPROVEMENTS, THE WRA'S, SWALES, AND OTHER STORMWATER MANAGEMENT DEVICES WILL BE FINAL

GRADED AND SODDED AS SPECIFIED IN THE APPROVED CONSTRUCTION PLANS.

EROSION & SEDIMENT CONTROL

N.T.S.

STAKED SILT FENCE

20°

6' MAX.

8"

3' OR MORE

12" MIN.

15" TO 18"

FILTER FABRIC

OPTIONAL POST POSITIONS

PRINCIPLE POST POSITION

(CANTED 20° TOWARD FLOW)

POST OPTIONS: WOOD MIN. 2-1/2"

WOOD = 2" x 4" OAK = 1-1/2" x 1-1/2"

STEEL = 1.33 LBS / FT. MIN.

FILTER FABRIC (IN

CONFORMANCE W/

SEC. 985 FDOT SPEC.)

ELEVATION SECTION

PROTECTIVE BARRIER REQUIREMENTS

FOR EXISTING TREES TO REMAIN

PROTECTIVE BARRIERS are used during land alterations and construction activities to protect trees and natural areas to be retained on a site.

PROTECTIVE BARRIERS must be erected around TREES to be retained within an area where land alteration and construction activities will occur as well as along NATURAL AREAS where such areas are adjacent to permitted land alteration or construction activities. A PROTECTIVE BARRIER must remain in place until the land alteration and construction activities are completed or until commencement of grade finishing and sodding. No ground disturbance must occur within the barricaded area. The following represents the County's minimum protective barrier specifications.

1. TREES - To restrict access into the area within the CANOPY DRIPLINE of a tree, a physical structure not less than 3 feet in height, comprised of wood or other suitable material, is placed around the tree at the CANOPY DRIPLINE, except where land alterations or construction activities are approved within the

CANOPY DRIPLINE.

The CANOPY DRIPLINE of a tree is the imaginary, vertical line that extends downward from the outermost tips of the tree's branches to the ground. Fig. A

BARRIER SPECIFICATIONS FOR TREES:

Four corner upright stakes of no less than 2"x2" lumber connected by horizontal member of no less than 1"x4" lumber; or upright stakes spaced at 5' intervals of no less than 2"x2" lumber connected by silt screen fabric or material of comparable durability. Fig. B

2. NATURAL AREAS -To restrict access into areas where land alteration and construction activities are not authorized a physical structure not less than 3 feet in height is placed along the perimeter of such areas.

BARRIER SPECIFICATIONS FOR NATURAL AREAS:

Upright stakes of no less than 2"x2" lumber spaced no more than 25' apart and connected by twine flagged with plastic surveying tape at regular intervals of 5-10'. Fig. C Other methods of demarcation will be considered depending upon the characteristics of the site.

WHY A BARRIER:

1. To protect all above ground portions of trees and other significant vegetation from mechanical damage.

2. To protect root systems from compaction.

3. To provide awareness of protected areas to equipment operators.

TREE PROTECTION NOTES

INSTALL TREE BARRICADES TO THE FULLEST EXTENT OF THE DRIP LINE OF ALL TREES AS POSSIBLE AND/OR TO THE MAXIMUM LIMIT OF IMPROVEMENTS AS POSSIBLE (OF COURSE REALIZING THAT THE TREE BARRICADES MAY HAVE TO BE "BACKED OFF" THE IMPROVEMENTS BY 6" TO 2' MAXIMUM TO INSTALL THE IMPROVEMENTS. DO NOT INSTALL TREE BARRICADES (SPECIFICALLY SILT FENCING MATERIAL) BY TRENCHING WITHIN THE DRIPLINE OF EXISTING TREES.

2. MINOR PRUNING IS THE PRUNING OF A TREE BY THE REMOVING BRANCHES MEASURED NO GREATER THAN THREE INCHES IN DIAMETER AT THE POINT OF CONNECTION TO A SUPPORTING BRANCH AND SHALL BE IN ACCORDANCE TO THE AMERICAN

NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS.

3. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN…