McIntosh_Park_100%_Wetland_Design_with_Electrical_061325.pdf

RANGE 22E, TOWNSHIP 28S, SECTIONS 4,5,8,9

775 E KNIGHTS GRIFFIN ROAD, PLANT CITY, FL 33565

PARCEL ID # 089567-1000

LOCATION MAP

SCALE : 1"=1000'

N

PROJECT MANAGER :

LYNN SPIVEY

UTILITIES DIRECTOR

CITY OF PLANT CITY

1500 W VICTORIA STREET

PLANT CITY, FLORIDA, 33563

PHONE # (813) 757-9288

EMAIL: LSPIVEY@PLANTCITYGOV.COM

MCINTOSH PARK INTEGRATED WATER

MANAGEMENT PLANS

100% WETLAND DESIGN

06/06/25

CALL 48 HOURS

BEFORE YOU DIG

IT'S THE LAW!

DIAL 811

SUNSHINE STATE ONE CALL OF FLORIDA, INC.

Know what's below.

Call before you dig.

CITY OF PLANT CITY, FLORIDA

UTILITIES DEPARTMENT

E KNIGHTS GRIFFIN ROAD

KNIGHTS GRIFFIN ROAD

N

ALEXAN

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ST

JOE MCINTOSH RD

MCLIN DR

U S 39

PAUL BUCHM

AN HW

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N

PROJECT

LOCATION

HILLSBOROUGH COUNTY, FLORIDA

LOCATION MAP

PLANT

CITY

1000'0' 2000'

SCALE: 1" = 1000'

500'

LEGAL DESCRIPTION

THE NW 14 OF THE NW 14 LYING EAST OF CSX RAILROAD RIGHT-OF-WAY. THE NE 14 OF

THE NW 14, THE NW 14 OF THE NE 14, THE NE 14 OF THE NE 14, ALL LYING IN SECTION 8, TOWNSHIP 28 SOUTH, RANGE 22 EAST, HILLSBOROUGH COUNTY, FLORIDA.

AND THE NW 14 OF THE NW 14 OF SECTION 9, TOWNSHIP 28 SOUTH, RANGE 22 EAST,

HILLSBOROUGH COUNTY, FLORIDA LESS THAT PORTION LYING EAST OF CANAL. AND

THE SW 14 OF THE SW 14 LESS THAT PORTION LYING EAST OF CANAL, AND THE NW 14 OF

THE SW 14 LESS THE NORTH 375 FEET AND LESS THAT PORTION LYING EAST OF

CANAL, ALL IN SECTION 4, TOWNSHIP 28 SOUTH, RANGE 22 EAST, HILLSBOROUGH

COUNTY, FLORIDA. AND THE SE OF 14 OF THE SW 14, THE SW 14 OF THE SE 14, THE SE 14 OF

THE SE 14, THE NE 14 OF THE SE 14 LESS THE NORTH 375 FEET OF THE EAST 450 FEET,

AND THE SE 14 OF THE NE 14 LYING SOUTH OF KNIGHTS-GRIFFIN ROAD LESS THE EAST

450 FEET, ALL IN SECTION 5, TOWNSHIP 28TH SOUTH, RANGE 22 EAST,

HILLSBOROUGH COUNTY, FLORIDA.

SHEET INDEX

CIVIL DRAWINGS

G-01 COVER SHEET

G-02 SIGNATURE SHEET

G-03 GENERAL NOTES AND LEGEND

G-04 KEY SHEET

G-05 EXISTING CONDITIONS PLAN

G-06 WETLAND DELINEATION MAP

G-07 WETLAND IMPACT MAP

G-08 OVERALL SITE PLAN

G-09 PLANTING PLAN

G-10 SURVEY CONTROL SHEET

C-01 GRADING AND DRAINAGE PLAN

C-02 GRADING AND DRAINAGE PLAN

C-03 GRADING AND DRAINAGE PLAN

C-04 GRADING AND DRAINAGE PLAN

C-05 GRADING AND DRAINAGE PLAN

C-06 GRADING AND DRAINAGE PLAN

C-07 GRADING AND DRAINAGE PLAN

C-08 GRADING AND DRAINAGE PLAN

C-09 GRADING AND DRAINAGE PLAN

C-10 GRADING AND DRAINAGE PLAN

C-11 GRADING AND DRAINAGE PLAN

C-12 GRADING AND DRAINAGE PLAN

C-13 GRADING AND DRAINAGE PLAN

C-14 GRADING AND DRAINAGE PLAN

C-15 GRADING AND DRAINAGE PLAN

C-16 GRADING AND DRAINAGE PLAN

C-17 GRADING AND DRAINAGE PLAN

C-18 GRADING AND DRAINAGE PLAN

C-19 GRADING AND DRAINAGE PLAN

C-20 GRADING AND DRAINAGE PLAN

C-21 GRADING AND DRAINAGE PLAN

C-22 MISCELLANEOUS DETAILS

C-23 SOIL TRACKING PREVENTION DETAILS

C-24 TURBIDITY BARRIER AND SILT FENCE DETAILS

C-25 PLANTING DETAILS

C-26 TREE PROTECTION DETAIL

C-27 OPERABLE STRUCTURES DETAIL

C-28 MODIFIED ENDWALL FOR FLAPGATE DETAIL

C-29 SPILLWAY AND WEIR DETAILS

C-30 GEOWEB DETAILS

C-31 FLORIDA MOUND DETAILS

C-32 TYPICAL SLIDE GATE DETAILS

C-33 GEOTECHNICAL NOTES AND GRAVITY WALL DETAILS

R-01 RECLAIM LINE PLAN VIEWS

R-02 GLOBE STYLE CONTROL VALVE DETAILS

ELECTRICAL DRAWINGS

E-001 ELECTRICAL LEGENDS, ABBREVIATIONS, & GENERAL NOTES

E-100 ELECTRICAL OVERALL SITE PLAN

E-101 ELECTRICAL SITE PLAN

E-102 ELECTRICAL SITE PLAN

E-103 ELECTRICAL SITE PLAN

E-104 ELECTRICAL SITE PLAN

E-105 ELECTRICAL SITE PLAN

E-106 ELECTRICAL SITE PLAN

E-107 ELECTRICAL SITE PLAN

E-108 ELECTRICAL SITE PLAN

E-109 ELECTRICAL SITE PLAN

E-110 ELECTRICAL SITE PLAN

E-501 ELECTRICAL SINGLE LINE DIAGRAM & ENLARGED PLAN

E-502 ELECTRICAL SCHEDULES

E-503 CONTROL ONE-LINE

E-701 ELECTRICAL RACK LAYOUT AND DETAILS

E-702 ELECTRICAL DETAILS

E-703 ELECTRICAL DETAILS

E-704 LEVEL MONITORING AND VALVE CONTROL STATION SCHEMATICS

E-705 ELECTRICAL E-705 DETAILS

E-706 DETAILS

CIVIL ENGINEER OF RECORD:

ALBA E. MAS, P.E.

DEWBERRY ENGINEERS INC.

1479 TOWN CENTER DRIVE STE D214

LAKELAND, FL 33803

PHONE # (863) 345-1481

EMAIL: AMAS@DEWBERRY.COM

PROFESSIONAL LICENSE # 38617

CERTIFICATE OF AUTHORIZATION #: 8794

ELECTRICAL ENGINEER OF RECORD:

TRACY VAN AUKEN, P.E.

DEWBERRY ENGINEERS INC.

2610 WYCLIFF ROAD, SUITE 410

RALEIGH N.C. 27607-3073

PHONE # (919) 424-3766

EMAIL: TVANAUKEN@DEWBERRY.COM

PROFESSIONAL LICENSE # 97129

CERTIFICATE OF AUTHORIZATION #: 8794

CITY COMMISSION

GROUP ONE : NATHAN A. KILTON, MAYOR

GROUP TWO : JASON JONES, VICE-MAYOR

GROUP THREE : WILLIAM D. DODSON

GROUP FOUR : MICHAEL S. SPARKMAN

GROUP FIVE : MARY THOMAS MATHIS

CITY MANAGER : BILL McDANIEL

UTILITIES DIRECTOR : LYNN SPIVEY

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

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APPROVED BY

CHECKED BY

SHEET NO.

DRAWN BY

DATE

PROJECT NO.

NO. DESCRIPTION DATE

TITLE

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SIGNATURE SHEET

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SHEET INDEX

CIVIL DRAWINGS

G-01 COVER SHEET

G-02 SIGNATURE SHEET

G-03 GENERAL NOTES AND LEGEND

G-04 KEY SHEET

G-05 EXISTING CONDITIONS PLAN

G-06 WETLAND DELINEATION MAP

G-07 WETLAND IMPACT MAP

G-08 OVERALL SITE PLAN

G-09 PLANTING PLAN

G-10 SURVEY CONTROL SHEET

C-01 GRADING AND DRAINAGE PLAN

C-02 GRADING AND DRAINAGE PLAN

C-03 GRADING AND DRAINAGE PLAN

C-04 GRADING AND DRAINAGE PLAN

C-05 GRADING AND DRAINAGE PLAN

C-06 GRADING AND DRAINAGE PLAN

C-07 GRADING AND DRAINAGE PLAN

C-08 GRADING AND DRAINAGE PLAN

C-09 GRADING AND DRAINAGE PLAN

C-10 GRADING AND DRAINAGE PLAN

C-11 GRADING AND DRAINAGE PLAN

C-12 GRADING AND DRAINAGE PLAN

C-13 GRADING AND DRAINAGE PLAN

C-14 GRADING AND DRAINAGE PLAN

C-15 GRADING AND DRAINAGE PLAN

C-16 GRADING AND DRAINAGE PLAN

C-17 GRADING AND DRAINAGE PLAN

C-18 GRADING AND DRAINAGE PLAN

C-19 GRADING AND DRAINAGE PLAN

C-20 GRADING AND DRAINAGE PLAN

C-21 GRADING AND DRAINAGE PLAN

C-22 MISCELLANEOUS DETAILS

C-23 SOIL TRACKING PREVENTION DETAILS

C-24 TURBIDITY BARRIER AND SILT FENCE DETAILS

C-25 PLANTING DETAILS

C-26 TREE PROTECTION DETAIL

C-27 OPERABLE STRUCTURES DETAIL

C-28 MODIFIED ENDWALL FOR FLAPGATE DETAIL

C-29 SPILLWAY AND WEIR DETAILS

C-30 GEOWEB DETAILS

C-31 FLORIDA MOUND DETAILS

C-32 TYPICAL SLIDE GATE DETAILS

C-33 GEOTECHNICAL NOTES AND GRAVITY WALL DETAILS

R-01 RECLAIM LINE PLAN VIEWS

R-02 GLOBE STYLE CONTROL VALVE DETAILS

SHEET INDEX

ELECTRICAL DRAWINGS

E-001 ELECTRICAL LEGENDS, ABBREVIATIONS, & GENERAL NOTES

E-100 ELECTRICAL OVERALL SITE PLAN

E-101 ELECTRICAL SITE PLAN

E-102 ELECTRICAL SITE PLAN

E-103 ELECTRICAL SITE PLAN

E-104 ELECTRICAL SITE PLAN

E-105 ELECTRICAL SITE PLAN

E-106 ELECTRICAL SITE PLAN

E-107 ELECTRICAL SITE PLAN

E-108 ELECTRICAL SITE PLAN

E-109 ELECTRICAL SITE PLAN

E-110 ELECTRICAL SITE PLAN

E-501 ELECTRICAL SINGLE LINE DIAGRAM & ENLARGED PLAN

E-502 ELECTRICAL SCHEDULES

E-503 CONTROL ONE-LINE

E-701 ELECTRICAL RACK LAYOUT AND DETAILS

E-702 ELECTRICAL DETAILS

E-703 ELECTRICAL DETAILS

E-704 LEVEL MONITORING AND VALVE CONTROL STATION SCHEMATICS

E-705 ELECTRICAL E-705 DETAILS

E-706 DETAILS

AutoCAD SHX Text

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY:

AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED TO BE SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS.

AutoCAD SHX Text THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

AutoCAD SHX Text

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY:

AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED TO BE SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS.

AutoCAD SHX Text THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

AutoCAD SHX Text DEWBERRY 1479 TOWN CENTER DR., SUITE D214 LAKELAND, Fl 33803 CERTIFICATE OF AUTHORIZATION CA-8794 ALBA MAS, P.E. P.E. NO. 38617

AutoCAD SHX Text

THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY:

AutoCAD SHX Text PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED TO BE SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENTS.

AutoCAD SHX Text THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

AutoCAD SHX Text DEWBERRY 2610 WYCLIFF ROAD, SUITE 410 RALEIGH N.C. 27607-3073 CERTIFICATE OF AUTHORIZATION CA-8794 TRACY VAN AUKEN, P.E. LEED AP P.E. NO. 97129

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

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APPROVED BY

CHECKED BY

SHEET NO.

DRAWN BY

DATE

PROJECT NO.

NO. DESCRIPTION DATE

TITLE

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GENERAL NOTES:

1. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER AND

THE CITY OF PLANT CITY PRIOR TO COMMENCING.

2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT

REQUIREMENTS OF THE PROJECT SPECIFICATIONS, THE LATEST EDITION UNLESS EARLIER

DATE IS SPECIFIED FOR SPECIFIC ITEM OF THE FLORIDA DEPARTMENT OF TRANSPORTATION'S

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (F.D.O.T.) AND THE CITY

OF PLANT CITY STANDARDS.

3. ALL DIMENSIONS AND ELEVATIONS ARE BASED ON THE BEST INFORMATION AVAILABLE. TRUE

DIMENSIONS AND ELEVATIONS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR

PRIOR TO LAYOUT AND SHOP DRAWING SUBMITTALS.

4. INFORMATION REGARDING EXISTING CONDITIONS PROVIDED IN THESE DRAWINGS IS GIVEN

SOLELY TO ASSIST THE CONTRACTOR IN ADDRESSING THE NATURE AND EXTENT OF

CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL

CONTRACTORS ARE DIRECTED TO CONDUCT WHATEVER INVESTIGATIONS THEY MAY DEEM

NECESSARY, PRIOR TO BIDDING, SO THAT THEY MAY ARRIVE AT THEIR OWN CONCLUSIONS

REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED AND UPON WHICH THEIR

BIDS WILL BE BASED. ACCESS TO THE FACILITY MUST BE COORDINATED WITH THE CITY OF

PLANT CITY, PRIOR TO ANY PROPOSED INVESTIGATIONS.

5. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES ON SITE BEFORE BEGINNING WORK. THE

OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY OF ANY MAJOR DIFFERENCES

BETWEEN CONTRACTOR'S DATA AND DRAWINGS. EXISTING CULVERT AT ENTRY ROAD FROM

E. KNIGHTS GRIFFIN RD, NOT IDENTIFIED IN SURVEY, TO BE PROTECTED AND MAINTAINED IN

GOOD CONDITION.

6. WITHIN THE WETLAND CELLS, ORGANIC AND MUCK SOILS WILL REMAIN. BUT IN ALL AREAS OF

PROPOSED BERMS, FLORIDA MOUND, STRUCTURES, SPILLWAYS, TRAILS, PIPES, AND OTHER

IMPROVEMENTS, MUCK OR OTHER ORGANIC MATERIALS SHALL BE REMOVED AND REPLACED

WITH GOOD QUALITY BACKFILL MATERIAL OBTAINED FROM THE GRADING OPERATIONS OR

OTHER SOURCES AS APPROVED BY THE ENGINEER AND IN CONFORMANCE WITH THE

GEOTECHNICAL RECOMMENDATIONS. ORGANIC MATERIAL THAT IS REMOVED SHALL THEN BE

USED AS TOP DRESSING, WHEN MIXED WITH CLEAN BACKFILL SOIL. REFER TO TIERRA INC.

GEOTECHNICAL REPORT DATED FEBRUARY 24TH, 2023.

7. EXISTING GRADES SHALL BE MAINTAINED UNLESS OTHERWISE INDICATED ON DRAWINGS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT FROM

THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT AS REQUIRED, IF NECESSARY.

9. CONTRACTOR SHALL COMPLY WITH ALL PERMIT CONDITIONS DURING CONSTRUCTION.

10. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF

LOCAL, STATE, AND FEDERAL REGULATORY AGENCIES, UTILITY COMPANIES, AND THE

OWNER'S REPRESENTATIVE.

11. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE DRAWINGS AND

SPECIFICATIONS CONTAINED HEREIN AND/OR OTHERWISE REQUIRED BY APPLICABLE

FEDERAL, STATE AND LOCAL CODES, ORDINANCES, AND REGULATIONS, IN THE EVENT OF A

CONFLICT BETWEEN THE REQUIREMENTS, THE MOST STRINGENT SHALL APPLY AS

DETERMINED BY THE OWNER'S REPRESENTATIVE.

12. THE CONSTRUCTION SITE SHALL BE MAINTAINED IN AS NEAT AND ORDERLY CONDITION AS

POSSIBLE DURING CONSTRUCTION OPERATIONS. CONTRACTOR SHALL SECURE ANY

TEMPORARY EQUIPMENT/MATERIAL LAYOUT AREA WITH TEMPORARY PERIMETER SECURITY

FENCES, WITH PRIVACY CANVAS, OF AT LEAST 6 FT. HIGH.

13. CONTRACTOR SHALL RESTORE ANY EXISTING LANDSCAPING OR FEATURES THAT MAY HAVE

BEEN DAMAGED DURING CONSTRUCTION TO ITS ORIGINAL CONDITION OR BETTER.

14. CONTRACTOR TO OBTAIN AN FDEP NPDES NOTICE OF INTENT.

15. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING FEES.

16. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "STANDARD PLANS."

17. ALL MITERED END SECTIONS (M.E.S.) SHALL BE FDOT STD INDEX 430-021.

18. ALL RIPRAP TO BE "DITCH LINING" WITH TYPE D-2 GEOTEXTILE FABRIC PER (SEE BACK OF

SHEET).

19. AT A MINIMUM, ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH

EITHER SOD OR SEED/MULCH, SOD OR SEED AREAS SHALL BE WATERED BY EITHER

IRRIGATION OR TANKER TRUCKS UNTIL ESTABLISHED; SOD SHALL BE MONITORED FOR

WASHOUTS. SEEDED AREAS MUST BE WATERED AS NECESSARY TO ALLOW GRASS TO BEGIN

GROWING. HYDROSEEDING (IN LIEU OF SOD) IS ALLOWED TO AREAS FLATTER THAN 5:1

SLOPES WITH PRIOR APPROVAL FROM ENGINEER.

20. FOR WETLAND CELLS, SIDE SLOPES SHALL BE SODDED ABOVE THE PLANTING ZONE DETAILED

ON THE PLANS.

21. CONTRACTOR SHALL OBTAIN THE LATEST EDITION OF THE SOIL REPORT FOR THIS PROJECT.

THE GENERAL CONTRACTORS SHALL ADHERE TO ALL RECOMMENDATIONS AND

INSTRUCTIONS INCLUDED IN SOIL REPORT.

22. A COPY OF THE APPROVED PERMITS AND DRAWINGS MUST BE ON THE JOBSITE AT ALL TIMES.

23. ALL PIPE JOINTS TO BE WRAPPED WITH FILTER FABRIC JACKET PER FDOT STD INDEX 430-001.

TREE PROTECTION NOTES (WITHIN DESIGNATED TREE BARRICADED PROTECTION

ZONES AS ILLUSTRATED ON THE PLANS):

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL TREES WITHIN THE

VICINITY OF THE PROPOSED CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES

AND STANDARDS. PRUNING OF BRANCHES IS NOT AUTHORIZED WITHOUT PRIOR

APPROVAL FROM PLANT CITY PARKS AND RECREATION DEPARTMENT, AND SHALL BE

COMPLETED BY A CERTIFIED ARBORIST.

2. THE COST FOR TREE PROTECTION SHALL BE INCLUDED IN THE PROJECT COSTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR

DAMAGE TO ANY EXISTING TREES OR SHRUBS CAUSED BY CARELESS OPERATION OF

EQUIPMENT, STOCKPILING OF MATERIALS, ETC.

4. AVOID SCRAPING LOWER LIMBS OR GOUGING BARK OF TREES BY HEAVY EQUIPMENT OR

CONSTRUCTION MATERIALS. INSTALL BARRICADES OR WRAP TREE TRUNKS AS NEEDED.

EROSION CONTROL NOTES:

1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS OF

PLANT CITY, FLORIDA, AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.

2. EROSION AND SEDIMENT CONTROL, TREE BARRICADE AND TURBIDITY BARRIERS SHOWN OF

CIVIL SHEETS.

3. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE

FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A

PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SOIL OFF THE SITE. THE

CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE ENGINEER AND THE AGENCIES 10

DAYS PRIOR TO COMMENCING WORK.

4. AT A MINIMUM, SILT BARRIERS SHALL BE PLACED AS SHOWN ON CONSTRUCTION DRAWINGS

TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE

AN INCREASE IN TURBIDITY TO THE ADJACENT EXISTING PROPERTY AND/OR

WETLAND/CONSERVATION AREAS. IF DURING CONSTRUCTION THE PROPOSED EROSION

CONTROL SYSTEM DOES NOT PERFORM SATISFACTORILY, ALTERNATIVES AND ADDITIONAL

MEASURES SHALL BE IMPLEMENTED BY THE CONTRACTOR IN ORDER TO COMPLY WITH

PLANT CITY AND SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT EROSION

PROTECTION STANDARDS.

5. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL EROSION PROTECTION COSTS

INCLUDING ANY COSTS ASSOCIATED WITH COMPLIANCE ISSUES AND ENFORCEMENT

ACTIONS.

6. PROVIDE FILTER FABRIC UNDER THE GRATE OF ALL INLETS AFTER INITIAL COMPLETION OF

THE DRAINAGE STRUCTURES. MAINTAIN THESE MEASURES DAILY (WHICH MAY INCLUDE FULL

REPLACEMENT AT THE DISCRETION OF THE OWNER) TO MINIMIZE SILT ACCUMULATION IN

THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION.

7. ALL DISTURBED AREAS TO BE PLANTED PER PLANTING PLAN OR STABILIZED WITH SOD OR

SEED/MULCH.

A.D.

A.M.

GENERAL NOTES AND

LEGEND

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

EXISTING CONTOUR ELEVATION

PROPOSED CONTOUR ELEVATION

"X" ON TREE = EXISTING TREE

TO BE REMOVED (TYPICAL)

PROPERTY BOUNDARY

WETLAND LINE

EXISTING TRAIL

RECLAIMED WATER LINE

PROPOSED CULVERT

GEOCELL REINFORCED SPILLWAY

EXISTING CONTOURS

102.0

R

MASTER LEGEND

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SURVEY NOTES:

1. SEE SHEET G-09 FOR SURVEY CONTROL DATA.

2. ALL ELEVATIONS IN THESE PLANS ARE BASED ON NAVD 1988. ALL HORIZONTAL

COORDINATES ARE IN US SURVEY FEET AND REFLECT A PROJECTION OF GRID

COORDINATES IN THE STATE PLANE COORDINATE SYSTEM, FLORIDA WEST ZONE, NAD

1983.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL SURVEY MONUMENTS ON THE

PROJECT PARCEL. THE CONTRACTOR IS RESPONSIBLE FOR CONTRACTING WITH A

SURVEYOR LICENSED IN THE STATE OF FLORIDA TO REPLACE ANY DAMAGED SURVEY

MONUMENTS.

4. EXISTING SURVEY INFORMATION IS BASED ON A BOUNDARY, TOPOGRAPHIC & TREE

SURVEY PROVIDED BY SURVTECH SOLUTIONS, INC.

5. CONTRACTOR TO VERIFY GATE HEIGHT AT E KNIGHTS RD ENTRANCE TO ENSURE

EQUIPMENT ACCESSIBILITY. HEIGHT APPROXIMATELY 14 FEET.

FLORIDA BERM PEDESTRIAN RAMP

SILT FENCE/ LIMIT OF CONSTRUCTIONSLT

TURBIDITY BARRIER

TREE BARRICADE / LIMIT OF

CONSTRUCTION

SITE DEMOLITION NOTES:

1. CONTRACTOR TO DEMOLISH AND REMOVE ALL EXISTING IMPROVEMENTS WITHIN

EROSION PROTECTION BARRIER UNLESS DIRECTED BY ENGINEER.

2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO

DEMOLITION.

3. ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIALS TO BE

DISPOSED OF IN ACCORDANCE WITH CITY OF PLANT CITY REQUIREMENTS.

4. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION.

THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY OF PLANT CITY

STANDARDS.

5. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION.

6. THE CONTRACTOR SHALL CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL

STANDARDS.

PIPE, VALVES, AND FITTING NOTES:

1. PVC RECLAIMED WATER PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900, LATEST EDITION, WITH A MINIMUM PRESSURE RATING OF 150 PSI. JOINTS SHALL HAVE

INTEGRAL BELL PUSH ON TYPE JOINTS CONFORMING TO ASTM D3139.

2. DUCTILE IRON PIPE SHALL CONFORM TO ANSI/AWWA A21.51/C151. PIPE SHALL BE PRESSURE CLASS 350 FOR 3-INCH TO 12-INCH, PRESSURE CLASS 250 FOR 16-INCH TO 20-INCH. JOINTS FOR

BURIED DUCTILE IRON PIPE SHALL BE PUSH-ON OR MECHANICAL JOINTS CONFORMING TO

ANSI/AWWA A21.11/C111. FLANGED JOINTS SHALL BE PROVIDED FOR ABOVEGROUND PIPING.

FLANGED JOINTS SHALL CONFORM TO AWWA C115. SEE BELOW FOR RESTRAINED JOINT

REQUIREMENTS.

3. FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS IN ACCORDANCE WITH AWWA

C110 OR C153.

4. DUCTILE IRON PIPE AND FITTINGS SHALL HAVE AN INTERIOR PROTECTIVE LINING OF

CEMENT-MORTAR WITH A SEAL COAT OF ASPHALTIC MATERIAL IN ACCORDANCE WITH AWWA C104.

EXTERIOR DUCTILE IRON PIPE SHALL BE COATED WITH ASPHALTIC MATERIAL IN ACCORDANCE

WITH A MINIMUM ON MIL THICKNESS IN ACCORDANCE WITH AWWA C151.

5. ADDITIONAL APPLIED EXTERIOR COATINGS FOR ABOVEGROUND PIPE AND FITTINGS SHALL BE APPLIED. PIPE, FITTINGS, AND VALVES SHALL BE THOROUGHLY CLEANED AND GIVEN ONE FILED COAT (MINIMUM 1.5 MILS DRY THICKNESS) OF RUST INHIBITOR PRIMER IN ADDITION TO THE FACTORY APPLIED COAT OF RUST INHIBITOR PRIMER. INTERMEDIATE AND FINISHED FIELD COATS OF ALKYD SHALL ALSO BE APPLIED BY THE CONTRACTOR TO MINIMUM 1.5 MIL DRY THICKNESS

FOR EACH COAT. PRIMER AND FIELD COATS SHALL BE COMPATIBLE AND BE APPLIED IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE FINAL FILED COAT SHALL BE

PANTONE 522C PURPLE FOR FINISHED RECLAIMED WATER.

6. VALVES SHALL BE RESILIENT SEAT GATE VALVES, MANUFACTURED TO MEET OR EXCEED THE

REQUIREMENTS OF AWWA C515, LATEST REVISION. VALVES SHALL HAVE AN UNOBSTRUCTED

WATER WAY EQUAL TO OR GREATER THAN THE FULL NOMINAL DIAMETER OF THE VALVE. VALVES

SHALL HAVE A MINIMUM PRESSURE RATING OF 150 PSI.

7. VALVES SHALL BE NON-RISING STEMS WITH THE STEM MADE OF CASE, FORGED, OR ROLLED BRONZE AS SPECIFIED IN AWWA C515. TWO STEM SEALS SHALL BE PROVIDED AND SHALL BE OF

THE O-RING TYPE. THE STEM NUT MUST BE INDEPENDENT OF THE GATE.

8. VALVES THAT ARE 16 INCHES AND LARGER SHALL HAVE SIDE ACTUATORS. THE VALVE BODY, BONNET, AND BONNET COVER SHALL BE DUCTILE IRON ASTM A126, CLASS B. ALL FERROUS

SURFACES INSIDE AND OUTSIDE SHALL HAVE A FUSION-BONDED EPOXY COATING IN

ACCORDANCE WITH AWWA C550. ALL VALVES ARE TO BE TESTED IN STRICT ACCORDANCE WITH

AWWA C515,

9. PIPE SHALL BE CLEANED THROUGH A FULL DIAMETER PRELIMINARY FLUSH FOLLOWED BY

SWABBING (ALSO KNOWN AS PIGGING) FOLLOWED BY PRESSURE TESTING AND DISINFECTION.

PROCEDURES FOR CLEANING, PRESSURE TESTING, AND DISINFECTION SHALL BE IN ACCORDANCE

WITH AWWA C600, C605, AND C651.

W1

4:1 FLOW DIRECTION AND SLOPE

WETLAND CELL

IDENTIFICATION

PERCOLATION CELL

IDENTIFICATIONR1

TOPOGRAPHIC

BENCHMARK

MITERED END SLOPE (M.E.S.)

DITCH BOTTOM INLET (DBI)

EXISTING CULVERT

MANHOLE

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S

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C-18 C-17 C-16 C-15

C-12 C-11

C-10

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C-09

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

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PERCOLATION CELL

IDENTIFICATION OF SHEET

LIMIT

C-03

(TYP.)

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WETLAND LINE

WETLAND LINE

SITE ENTRANCE

EXISTING

ACCESS ROAD

WETLAND LINE

EXISTING 30"

RECLAIMED

WATER MAIN

EXISTING 24"

RECLAIMED

WATER MAIN

CSX RAILROAD

RIGHT-OF-WAY

EXISTING EAST

CANAL WEIR

EPC

MITIGATION

AREA

EXISTING WELL

EXISTING WELL

WETLAND LINE

EXISTING

PARKING LOT

EXISTING PARK

TRAILS EXISTING PARK

TRAILS

EXISTING ALUM.

PONDS

EXISTING

STORMWATER

TREATMENT

WETLAND

APPROXIMATE LIMITS

OF COLLECTED TREES

APPROXIMATE LIMITS

OF COLLECTED TREES

APPROXIMATE LIMITS

OF COLLECTED TREES

EXISTING ALUM

BUILDING

EXISTING

MAINTENANCE

COMPOUND

EXIST MONITORING

WELL TO BE

PROTECTED AND

UNDISTURBED.

EXIST MONITORING WELL IN

THIS AREA TO BE CAPPED AND

PROPERLY ABANDONED PER

SWFWMD REGULATIONS.

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

B

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MITIGATION LINE

OAK TREE

PINE TREE

PALM TREE

UNKNOWN

CYPRESS TREE

VEGETATION

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APPROXIMATE CANAL

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EXISTING 7' CHAIN LINK FENCE

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EXISTING 36"CMP INV:100.9

EXISTING 36"CMP INV:100.9

WETLAND AREAS

WETLAND ID AREA (AC)

A 1.66 B 0.55 C 0.20 D 0.06 E 0.29 F 3.87 G 2.05 H 25.84 I 0.28 J 0.61 K 1.54 L 0.37 M 0.02 N 1.18 O 1.38

P 1.34 Q 2.02 R 0.71 S 0.15 T 0.16 U 3.19 V 7.54 W 0.69 X 1.41 Y 4.21 Z 0.98

AA 0.32

AB 0.74

AC 2.89

AD 4.89

AE 0.10

AF 0.04

ESTW 59.09

EAP 3.74

E KNIGHTS GRIFFIN ROAD

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SITE ENTRANCE

EPC MITIGATION AREA

EXISTING ALUM.

PONDS (EAP)

EXISTING STORMWATER

TREATMENT WETLAND

(ESTW)

EXISTING TRAIL

EXISTING

PARKING AREA

WETLAND N

WETLAND P

WETLAND AA

WETLAND AB

WETLAND X

WETLAND M

WETLAND Z

WETLAND Y

WETLAND O

WETLAND AC

WETLAND T

WETLAND S

WETLAND R

WETLAND AE

WETLAND AF

WETLAND AD

EXISTING STORMWATER

TREATMENT WETLAND

(ESTW)

WETLAND L

WETLAND Q

WETLAND K

WETLAND B

WETLAND C

WETLAND D

WETLAND H

WETLAND A

WETLAND E

WETLAND F

WETLAND U

WETLAND G

WETLAND V

WETLAND I

WETLAND W

WETLAND J

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

B

A

D

E

APPROVED BY

CHECKED BY

SHEET NO.

DRAWN BY

DATE

PROJECT NO.

NO. DESCRIPTION DATE

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MAP

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WETLAND LINE

MITIGATION LINE

CANAL LINE

EXISTING TRAIL

WETLAND

EPC MITIGATION

NOTE: WETLAND LINES WERE DELINEATED AND APPROVED PER FORMAL DETERMINATION APPROVAL

820867. APPROVED AUGUST 19, 2022.

AutoCAD SHX Text

FO

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EXISTING 7' CHAIN LINK FENCE

AutoCAD SHX Text

EXISTING 36"CMP INV:100.9

E KNIGHTS GRIFFIN ROAD

N A

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WETLAND A

AREA = 1.660 AC

IMPACT = 1.660 AC

WETLAND B

AREA = 0.550 AC

IMPACT = 0.550 AC

WETLAND C

AREA = 0.198 AC

IMPACT = 0.198 AC

WETLAND D

AREA = 0.059 AC

IMPACT = 0.059 AC

WETLAND E

AREA = 0.294 AC

IMPACT = 0.294 AC

WETLAND F

AREA = 3.871 AC

IMPACT = 3.871 AC

WETLAND G

AREA = 1.931 AC

NO IMPACT

WETLAND H

AREA = 25.837 AC

IMPACT = 0.302 AC

WETLAND I

AREA = 0.285 AC

NO IMPACT

WETLAND J

AREA = 0.589 AC

IMPACT = 0.589 AC

WETLAND K

AREA = 1.539 AC

IMPACT = 1.539 AC

WETLAND L

AREA = 0.372 AC

IMPACT = 0.372 AC

WETLAND M

AREA = 0.024 AC

NO IMPACT

WETLAND N

AREA = 1.183 AC

IMPACT = 1.183 AC

WETLAND O

AREA = 1.379 AC

IMPACT = 1.379 AC

WETLAND P

AREA = 1.338 AC

IMPACT = 1.338 AC

WETLAND Q

AREA = 2.023 AC

IMPACT = 2.023 AC

WETLAND R

AREA = 0.708 AC

IMPACT = 0.708 AC

WETLAND S

AREA = 0.149 AC

IMPACT = 0.149 AC

WETLAND T

AREA = 0.159 AC

IMPACT = 0.159 AC

WETLAND U

AREA = 3.013 AC

IMPACT = 0.011 AC

WETLAND V

AREA = 7.557 AC

NO IMPACT

WETLAND W

AREA = 0.695 AC

NO IMPACT

WETLAND X

AREA = 1.411 AC

NO IMPACT

WETLAND Y

AREA = 4.207 AC

IMPACT = 0.006 AC

WETLAND Z

AREA = 0.954 AC

NO IMPACT

WETLAND AA

AREA = 0.317 AC

NO IMPACT

WETLAND AB

AREA = 0.745 AC

NO IMPACT

WETLAND AC

AREA = 2.891 AC

IMPACT = 2.891 AC

WETLAND AD

AREA = 4.895 AC

IMPACT = 4.895 AC

WETLAND AE

AREA = 0.098 AC

IMPACT = 0.098 AC

WETLAND AF

AREA = 0.039 AC

IMPACT = 0.039 AC

WETLAND ALUM PONDS

AREA = 3.737 AC

IMPACT = 3.737 AC

WETLAND EPC MITIGATION AREA

AREA = 8.346 AC

IMPACT = 8.346 AC

WETLAND ESTW

AREA = 59.091 AC

IMPACT = 59.091 AC

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

B

A

D

E

APPROVED BY

CHECKED BY

SHEET NO.

DRAWN BY

DATE

PROJECT NO.

NO. DESCRIPTION DATE

TITLE

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WETLAND LINE

MITIGATION LINE

CANAL LINE

EXISTING TRAIL

EPC MITIGATION

WETLAND

TOTAL WETLAND AREA = 133.798 AC (EXCLUDES EPC MITIGTION)

TOTAL IMPACT AREA = 87.141 AC

IMPACT VOLUME = 210,880 CY (ASSUMES 1.5' FILL)

IMPACTED

IMPACTED

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EXISTING 36"CMP INV:100.9

N A

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E2

C2

C1

W2

W1

SITE ENTRANCE

30" RECLAIMED

WATER MAIN

R3

EXISTING

ROAD

PROPERTY LINE

EXISTING

PARKING LOT

R1

R2

EXISTING WELLS

ENCLOSURE TO

BE PROTECTED

R4

E1

E3

FLORIDA MOUND

EXISTING

WEIR

LEGEND

WETLAND CELLS

PERCOLATION CELL

FLOW ARROWS

STORMWATER INFLOW

RECLAIMED WATER INFLOW

OUTFLOW

PROPERTY LINE

WETLAND LINE

CANAL LINE

EXISTING TRAIL

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

B

A

D

E

APPROVED BY

CHECKED BY

SHEET NO.

DRAWN BY

DATE

PROJECT NO.

NO. DESCRIPTION DATE

TITLE

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RR R/W

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TRACK CENTERLINE

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SPRING VENT RECLAIMED WATER INFLOW TO W2 SEE DETAIL SHEET C-22

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SPRING VENT RECLAIMED WATER INFLOW TO W1 SEE DETAIL SHEET C-22

AutoCAD SHX Text

SPRING VENT RECLAIMED WATER INFLOW TO C1 SEE DETAIL SHEET C-22

AutoCAD SHX Text N:1,356,754.7 E:613,643.0 18"x18"x18" TEE

AutoCAD SHX Text

SPRING VENT RECLAIMED WATER INFLOW TO E2 SEE DETAIL SHEET C-22

AutoCAD SHX Text

N:1,356,743.3 E:613,659.7 18"-90° BEND

17 LF OF 18" PVC AWWA C900

E3

E1

E2

R2

R4

R3

R1

W1

W2

C1

C2

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

SEE SLOPE

PLANTING

DETAIL, SHEET

C-25

SEE SLOPE

PLANTING DETAIL,

SHEET C-25

PROPERTY LINE

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

B

A

D

E

APPROVED BY

CHECKED BY

SHEET NO.

DRAWN BY

DATE

PROJECT NO.

NO. DESCRIPTION DATE

TITLE

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LEGEND

NOTES:

REFER TO STANDARD DETAILS

SHEET C-25 FOR PLANTING

DETAILS.

FL

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PLANTING PLAN

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MARSH 3

FLOATING AQUATIC

MARSH 4

MARSH 5

MARSH 2

MARSH 1

GRASS

PLANTING QUANTITY TABLE PLANTING ELEVATION TABLE

PROPERTY LINE

CONTRACTOR TO INSTALL 20 TREE

SNAGS AND 20 BASKING LOGS AT

LOCATIONS TO BE IDENTIFIED IN THE

FIELD BY THE OWNER OR OWNER'S

REPRESENTATIVE. TREE SNAGS TO

CONSIST OF MATURE TREES FELLED

DURING GENERAL SITE CLEARING

ACTIVITIES WITH A MINIMUM

DIAMETER OF 24 INCHES AND

MINIMUM HEIGHT OF 30 FEET.

CONTRACTOR TO CUT BRANCHES

AND ROOTS AND INSTALL 13 OF MAIN

STEM BELOW FINISHED GRADE WITH

3 OF MAIN STEM ABOVE FINISHED

GRADE. BASKING LOGS TO CONSIST

OF SECTIONS OF MAIN STEM ONLY

WITH MINIMUM DIAMETER OF 24

INCHES AND MINIMUM LENGTH OF 8

FEET. BASKING LOGS TO BE LAID

HORIZONTALLY ON FINISHED GRADE.

SUITABLE SPECIES FOR SNAGS AND

BASKING LOGS INCLUDE LIVE OAK,

LAUREL OAK, OR WATER OAK.

NOTES:

APPROXIMATELY 7.3 ACRES TOTAL OF TREE ISLANDS SHOWN IN CELLS E-1 AND E-2.

BALANCE OF TREE AND SHRUB LOCATIONS TO BE ESTABLISHED IN FIELD BY OWNER.

SEE TECHNICAL SPECIFICATION 02910 FOR ADDITIONAL INFORMATION.

TREE ISLAND

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

Legend of Symbols & Abbreviations Professional Surveyor and Mapper Identification Licensed Business

Corrugated Metal Pipe Polyvinyl Chloride Pipe Ductile Iron Pipe

Temporary Benchmark Temporary Benchmark

Spot Elevation Number

Cypress Palm Oak Unknown Tree Pine

Underground Drainage Pipe Guardrail

Centerline of Railroad Tracks

Topographic & Tree Survey McIntosh Park Phase 2

Sections 4, 5, 8 & 9, Township 28 South, Range 22 East Hillsborough County, Florida

Vicinity Map

SHEET 6

SHEET 2

SHEET 3

SHEET 4 SHEET 5

Surveyor's Notes

Address: 775 East Knights-Griffin Road Project Name: McIntosh Park Phase 2 - Topographic & Tree Survey Project No.: 20200005

City: Plant City

REVISION DATE INITIALS SurVEYING Today With Tomorrow's technology

Date Drafted: 08/11/20 Drafted By: K. Quibell, B. Stinson

Approved By: S. Brown Date Approved: 09/15/20

Drawing Name: 20200005_2T Phase: 2

Field Book/Page: 20-11/61 Last Field Date: 07/24/20

State: Florida

Survtech Solutions, Inc.

East Knights-Griffin Road

C

SX R

ailroad

1. The horizontal datum utilized for this project is NAD 1983 Florida West Zone, 2011 Adjustment, U.S. Survey Feet. Said datum was established by utilizing the Florida Permanent Reference Network (FPRN).

2. The vertical datum utilized for this project is NAVD 1988, U.S. Survey Feet. The benchmarkutilized was National Geodetic Survey (NGS) Control Station "18311" with an elevation of 103.92 feet.

3. Surveyor makes no guarantees as to the species of trees or to the health of each tree depicted hereon, if this information is necessary a certified arborist should be contacted.

4. The trees shown hereon were located utilizing methods adequate for their accurate location and identification. However, this company and the signing surveyor resertves the right to verify the location of all trees critical to the design of buildings, parking and other permanent features. It is the responsibility of the design professional to inform this company and/or the signing surveyor of any trees critical to their design so that those trees can be verified prior to the completion of the design.

5. Only those trees within the "Approximate Limits of Collected Trees" were collected at the time of field survey. There may be other trees outside of these limits within the Parent Parcel not depicted hereon.

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

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CHECKED BY

SHEET NO.

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REVISIONS

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400'0' 800'

SCALE: 1" = 400'

200'

ALL SURVEY DATA ON THIS SHEET PROVIDED BY SURVTECH SOLUTIONS, INC.

file:///Q:/City%20of%20Plant%20City/McIntosh%20Preserve%20Ph2%20Final%20Design/CAD_GIS/1_DWG/SURVEY%20CONTROL%20SHEET.DWG

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C-07C-08C-09C-10

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C-15C-16C-17C-18C-19C-20

C-21

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105.0

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SITE ENTRANCE

PROPERTY LINE

WETLAND LINE

EXISTING 24" RECLAIMED

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APPROXIMATE LOCATION

EXISTING BOX CULVERT

STRUCTURE S-14

CONSTRUCT 74 LF (2) 30" RCP

W/ M.E.S. BOTH ENDS

(FDOT INDEX 430-021)

S. INV. EL. 97.0'

N. INV. EL. 96.5'

PROPERTY LINE

EXISTING FENCE LINE

SOIL

TRACKING

PREVENTION

DEVICE

SEE SHEET

C-23 DETAIL

CONSTRUCT 56 LF 36"

RCP (CONTRACTOR TO

MATCH EXIST

CULVERT SIZE UNDER

ROAD) W/ M.E.S. (FDOT

INDEX 430-021)

MATCH EXIST INV EL

EAST WEST INV EL 96.0

E. KNIGHTS GRIFFIN ROAD

E. KNIGHTS GRIFFIN ROAD

4:1

4:1

NO DISTURBANCE OR GRADING

OUTSIDE SILT FENCE LINE

EXISTING DRIVE TO REMAIN

25' WETLAND

BUFFER

25' WETLAND

BUFFER

15' X 10' RUBBLE RIP RAP

(DITCH LINING) W/ FILTER

FABRIC SPLASH PAD

25' WETLAND

BUFFER

25' WETLAND

BUFFER

25'

WETLAND

BUFFER

REMOVE EXIST.

M.E.S. AND REPLACE

W/ P-8 MANHOLE RIM

EL. 103.0'

INV. EL. 97.5' +/-

(CONTRACTOR TO

VERIFY INVERTS)

EXIST. RCP (CONTRACTOR TO

VERIFY SIZE AND INVERTS)

CROSS DRAIN W/ DBI ON EACH

END. TO REMAIN UNCHANGED.

TURBIDITY BARRIER

EXISTING BUILDING

TO REMAIN

MATCHLINE SHEET C-03

MATCHLINE SHEET C-01

BOTTOM ELEV UNIFORMLY

GRADED TO 96.0'

TOP OF BANK = 105.0'

100 YR DHW = 103.0'

NHWL = 97.00'

E3

STAFF GAUGE

1479 Town Center Dr Suite D214 Lakeland, FL 33803 863.345.0838

CA #8794

Dewberry Engineers Inc.

C

B

A

D

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APPROVED BY

CHECKED BY

SHEET NO.

DRAWN BY

DATE

PROJECT NO.

NO. DESCRIPTION DATE

TITLE

REVISIONS

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