McIntosh_Park_Elements_Full_Set_02-19-26_SS_by_All.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 ELEMENTS

February 18, 2026

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

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

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

E KNIGHTS GRIFFIN ROAD

KNIGHTS GRIFFIN ROAD

N

ALEXAN

D

ER

ST

JOE MCINTOSH RD

MCLIN DR

U S 39

PAUL BUCHM

AN HW

Y

N

PROJECT

VICINITY

HILLSBOROUGH COUNTY, FLORIDA

LOCATION MAP

PLANT

CITY

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

C1.1 COVER SHEET

C1.2 SIGNATURE SHEET

C1.3 GENERAL NOTES AND LEGEND

C1.4 GENERAL NOTES AND LEGEND

C4.1 SURVEY CONTROL

C4.2 EXISTING CONDITIONS

C4.3 OVERALL SITE PLAN

C4.4 PARKING AREA DIMENSION PLAN

C4.5 PARKING AREA DIMENSION PLAN

C4.6 PAVILION PLAN

C4.7 BOARDWALK PLAN

C4.8 PARKING AREA GRADING & DRAINAGE PLAN

C4.9 PARKING AREA GRADING & DRAINAGE PLAN

C4.10 PAVILION GRADING PLAN

C4.11 BOARDWALK PLAN & PROFILE

C4.12 WATER & SEWER PLAN

C5.1 CIVIL DETAILS

C5.2 OFFICE/BATHROOM PLAN & ELEVATIONS

C5.3 PAVILION PLAN AND ELEVATIONS

C5.4 SANITARY SEWER DETAILS

C5.5 WATER DETAILS

ELECTRICAL DRAWINGS

E-01 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

E-02 OVERALL SITE PLAN

E-03 ENLARGED PLAN

E-04 SCHEDULES AND SINGLE LINE

E-05 DETAILS

STRUCTURAL DRAWINGS

S1.1 GENERAL STRUCTURAL NOTES AND SCHEDULE

S1.2 STRUCTURAL NOTES & SITE IMPROVEMENTS KEY PLAN

S5.1 BOARDWALK FRAMING DETAILS 1 OF 2

S5.2 BOARDWALK FRAMING DETAILS 2 OF 2

S5.3 PLATFORM PLAN AND SECTION

S5.4 RESTROOM KEY PLAN, FOUNDATION PLAN AND DETAILS

S5.5 RESTROOM BUILDING DATA AND SCHEDULES

S5.6 PAVILION PLAN & DETAIL

S5.7 TYPICAL STRUCTURAL DETAILS

PROJECT

LOCATION

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

STRUCTURAL ENGINEER OF RECORD:

DAVID S. MORRIS, P.E.

WEKIVA ENGINEERING

1320 WILFRED DRIVE

PHONE # (407) 219-4454

EMAIL: DAVID@WEKIVAENGINEERING.COM

PROFESSIONAL LICENSE # 74717

CERTIFICATE OF AUTHORIZATION #: 31920

CIVIL SHEETS

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

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

February 18, 2026

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

C1.2 X

SIGNATURE

SHEET

ELECTRICAL SHEETS STRUCTURAL SHEETS

S1.1 GENERAL STRUCTURAL NOTES AND SCHEDULE

S1.2 STRUCTURAL NOTES & SITE IMPROVEMENTS KEY PLAN

S5.1 BOARDWALK FRAMING DETAILS 1 OF 2

S5.2 BOARDWALK FRAMING DETAILS 2 OF 2

S5.3 PLATFORM PLAN AND SECTION

S5.4 RESTROOM KEY PLAN, FOUNDATION PLAN AND DETAILS

S5.5 RESTROOM BUILDING DATA AND SCHEDULES

S5.6 PAVILION PLAN & DETAIL

S5.7 TYPICAL STRUCTURAL DETAILS

C1.1 COVER SHEET

C1.2 SIGNATURE SHEET

C1.3 GENERAL NOTES AND LEGEND

C1.4 GENERAL NOTES AND LEGEND

C4.1 SURVEY CONTROL

C4.2 EXISTING CONDITIONS

C4.3 OVERALL SITE PLAN

C4.4 PARKING AREA DIMENSION PLAN

C4.5 PARKING AREA DIMENSION PLAN

C4.6 PAVILION PLAN

C4.7 BOARDWALK PLAN

C4.8 PARKING AREA GRADING & DRAINAGE PLAN

C4.9 PARKING AREA GRADING & DRAINAGE PLAN

C4.10 PAVILION GRADING PLAN

C4.11 BOARDWALK PLAN & PROFILE

C4.12 WATER & SEWER PLAN

C5.1 CIVIL DETAILS

C5.2 OFFICE/BATHROOM PLAN & ELEVATIONS

C5.3 PAVILION PLAN AND ELEVATIONS

C5.4 SANITARY SEWER DETAILS

C5.5 WATER DETAILS

E-01 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

E-02 OVERALL SITE PLAN

E-03 ENLARGED PLAN

E-04 SCHEDULES AND SINGLE LINE

E-05 DETAILS

D

A

V

I

D

S

. M

O

R

R

I

S

P

R

O

F

E

S

S

I

O

N A

L

E

N

G

I

N

E

E

R

L

I

C

E N

S

E

F

L

O

R I

D

A

No. 74717

STATE OF

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

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

September 11, 2025

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

/0

4/

:4 0:

P

M Q

:\C

IT

Y O

F

PL

AN

T

C

IT

Y\ M

C

IN

TO

SH

P

AR

K

EL

EM

EN

TS

(F

IN

AL

D

ES

IG

N

)\C

AD

\D W

G \5

G

EN

ER

AL

N O

TE

S

AN

D

L

EG

EN

D

.D W

G

C1.3 X

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

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DEWATERING PERMIT FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT AS

REQUIRED, IF NECESSARY.

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

9. 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.

10. 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.

11. 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.

12. CONTRACTOR SHALL RESTORE ANY EXISTING LANDSCAPING OR FEATURES THAT MAY HAVE BEEN DAMAGED DURING CONSTRUCTION TO ITS ORIGINAL

CONDITION OR BETTER.

13. CONTRACTOR TO OBTAIN AN NPDES NDPES NOTICE OF INTENT.

14. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING FEES.

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

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

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

18. 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.

19. 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.

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

21. 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.

GENERAL NOTES AND

LEGEND

SURVEY NOTES:

1. 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.

2. 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.

3. EXISTING SURVEY INFORMATION IS BASED ON A BOUNDARY, TOPOGRAPHIC & TREE SURVEY PROVIDED BY SURVTECH SOLUTIONS, INC.

4. CONTRACTOR TO VERIFY GATE HEIGHT AT E KNIGHTS RD ENTRANCE TO ENSURE EQUIPMENT ACCESSIBILITY. HEIGHT APPROXIMATELY 14 FEET.

PAVING, GRADING & DRAINAGE

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP)

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

AMERICANS WITH DISABILITIES ACT (ADA) BY U.S. DEPARTMENT OF JUSTICE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL

HIGHWAY ADMINISTRATION

22. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION SHALL BE PERFORMED CONSISTENT WITH THE MOST RECENT PUBLICATION OF THE FOLLOWING CODES, STANDARDS AND SPECIFICATIONS AS WELL AS THE LATEST EDITIONS OF ALL OTHER APPLICABLE SPECIFICATIONS & STANDARDS:

25. GEOTECHNICAL RECOMMENDATIONS OR RECOMMENDATIONS AS PROVIDED IN SUPPLEMENTAL REPORTS BY OTHERS ARE NOT THE RESPONSIBILITY OF DEWBERRY INC., WHO HAS RELIED UPON THE REFERENCED GEOTECHNICAL REPORT(S) IN THE PREPARATION OF THE PLANS. ANY CONFLICT BETWEEN INFORMATION CONTAINED IN THE REPORT(S) AND THESE PLANS SHALL BE REPORTED TO THE ENGINEER AND OWNER IMMEDIATELY AND IN WRITING.

DEWBERRY INC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS, OR ACCURACY OF THE REPORT(S). WHEN THE PLANS AND/OR SPECIFICATIONS CONTAIN THE RESULTS OF A SOILS SURVEY, THE CONTRACTOR SHALL NOT ASSUME THE INFORMATION IS A GUARANTEE OF THE DEPTH, EXTENT OR CHARACTER OF MATERIAL PRESENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE A NECESSARY EXAMINATION OF THE SITE AND OF ANY MATERIAL SOURCES INDICATED ON THE PLANS TO BE INFORMED OF THE CONDITIONS UNDER WHICH CONSTRUCTION IS TO OCCUR.

26. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF PERMITS FOR ALL AGENCIES HAVING JURISDICTION, SUCH AS GOVERNMENTAL, REGULATORY OR LOCAL ENTITIES. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE TERMS, CONDITIONS, REQUIREMENTS AND LIMITATIONS SET FORTH IN ALL OF THESE PERMITS. A COPY OF THE PERMITS SHALL BE KEPT ON THE CONSTRUCTION SITE AND MADE AVAILABLE FOR

REVIEW AT ALL TIMES.

27. IF ITEMS APPEARING TO BE HISTORICAL OR ARCHEOLOGICAL ARTIFACTS ARE DISCOVERED AT ANY TIME DURING CONSTRUCTION WITHIN THE PROJECT LIMITS, IMMEDIATE NOTIFICATION SHALL BE PROVIDED TO THE OWNER, THE ENGINEER, AND THE BUREAU OF HISTORICAL PRESERVATION, DIVISION OF HISTORICAL RESOURCES R.A. GRAY BUILDING, 500 S. BRONOUGH ST. TALLAHASSEE, FLORIDA 32399-0250.

23. ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

24. THESE PLANS WERE BASED ON THE GEOTECHNICAL REPORT(S) BY TIERRA, JOSEPH R ANTINORI, P.E./FL. REG NO. 73176, PHONE: 813-989-1254. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE A COPY OF THE REPORT(S) FROM THE GEOTECHNICAL ENGINEER, FAMILIARIZE THEMSELVES WITH THE CONDITIONS AS DESCRIBED IN THE REPORT(S), AND COMPLY WITH ALL RECOMMENDATIONS MADE IN THE REPORT(S) SPECIFICALLY FOR SOIL PREPARATION ON THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COPY OF ALL SUPPLEMENTAL REPORTS FOR THIS PROJECT FROM THE

OWNER AND TO FOLLOW THE SUPPLEMENTAL REPORTS' RECOMMENDATIONS.

CITY OF PLANT CITY

SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD)

1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE, INCLUDING ALL SURFACE AND SUBSURFACE CONDITIONS, THE WORK REQUIRED AND ALL OTHER CONDITIONS THAT MAY EFFECT THE SUCCESSFUL COMPLETION OF THE JOB PRIOR TO COMMENCEMENT OF WORK.

2. THE LOCATIONS OF EXISTING UTILITY SERVICES, FACILITIES, AND STRUCTURAL FEATURES SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF THE LOCATION INFORMATION PROVIDED. ANY INACCURACY OR OMISSION IN SUCH INFORMATION SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PROTECT THE EXISTING FEATURES FROM DAMAGE OR UNSCHEDULED INTERRUPTION OF SERVICE. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE

CONTRACTOR SHALL STOP ALL CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY.

3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK, AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER, IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED, AS PROVIDED IN THE

AGREEMENT FOR CHANGES IN THE WORK.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL FACILITIES UNTIL THE PROJECT HAS BEEN ACCEPTED BY THE OWNER. ALL

DISTURBED AREAS SHALL BE RETURNED TO EQUAL OR BETTER CONDITION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER AND THE ENGINEER FOR THE ACTS AND OMISSIONS OF CONTRACTOR'S EMPLOYEES AND ALL HIS SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE

CONTRACTOR.

6. ALL WORK AND FURNISHED MATERIALS SHALL BE IN REASONABLE CONFORMITY WITH THE LINES, GRADES, GRADING SECTIONS, CROSS SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS, DETAILS OR SPECIFICATIONS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH GOVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES, AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, AND TELEGRAPH FACILITIES SUCH AS PAVEMENTS, TRACKS, PIPING, WIRES, CABLES, CONDUITS, POLES, GUYS, OR OTHER SIMILAR FACILITIES, INCLUDING INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN THE WORK IN ORDER THAT SUCH ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED OR LOCATED.

8. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, LIGHTS, WARNING SIGNS, AND PAVEMENT MARKINGS FOR HAZARDS AND THE CONTROL OF TRAFFIC THROUGH THE CONSTRUCTION ZONE IN CONFORMITY WITH THE ALL AGENCIES HAVING JURISDICTION STANDARDS TO EFFECTIVELY PREVENT ACCIDENTS AT ALL LOCATIONS WHERE CONSTRUCTION CAUSES AN OBSTRUCTION TO THE NORMAL

FLOW OF TRAFFIC OR CREATES A HAZARD IN ANY WAY TO THE PUBLIC.

9. IN THE EVENT THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS HE SHALL IMMEDIATELY NOTIFY THE OWNER OR OWNER'S AGENT.

10. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAULING OF MATERIALS ON PUBLIC ROADS BEYOND THE LIMITS OF THE WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR ANY DAMAGE THAT MAY RESULT FROM THE MOVING OF MATERIALS AND

EQUIPMENT.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION, SUCH AS THE PRESERVATION OF ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS, PROPERTY CORNERS, POINTS OR MARKERS. IN THE EVENT ANY MONUMENTATION IS DISTURBED, IT SHALL BE RESTORED BY A FLORIDA LICENSED SURVEYOR AND MAPPER SELECTED BY THE OWNER AT THE

CONTRACTOR'S EXPENSE.

12. THE OWNER, OWNER'S REPRESENTATIVES AND INSPECTORS OF APPLICABLE GOVERNMENT AGENCIES HAVING JURISDICTION, SHALL AT ALL TIMES HAVE ACCESS TO THE WORK SITE WHEREVER AND WHENEVER IT IS IN PREPARATION OR PROGRESS. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR

SUCH ACCESS AND INSPECTIONS.

13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT PRECAUTIONS TO INSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED ON SITE ARE SAFE AND SECURED FROM UNAUTHORIZED ACCESS OR USE. SUCH PRECAUTIONS MAY INCLUDE INSTALLATION OF SIGNS, FENCES, OR POSTING OF SECURITY GUARDS.

14. CONTRACTOR SHALL, AT ALL TIMES, UTILIZE ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND GUIDELINES PERTAINING TO SAFE UTILIZATION OF EQUIPMENT OR MATERIALS AS PUBLISHED BY

MANUFACTURER.

15. ADEQUATE TRAFFIC CONTROL, SIGNAGE, BARRICADES AND FLAGMAN SERVICES SHALL BE FURNISHED AND MAINTAINED BY THE CONTRACTOR AT ALL POINTS WHERE CONSTRUCTION EQUIPMENT ENGAGED IN WORK ENTERS ONTO OR CROSSES FUNCTIONING TRAFFIC-CARRYING ROADWAY.

16. THOSE PARTS OF WORK IN PLACE THAT ARE SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE, PROTECTING WORK

COMPLETED.

17. THE CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH THE FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AND ALL RULES AND REGULATIONS NOW OR HEREAFTER IN EFFECT UNDER SAID ACT, AND THE CONTRACTOR FURTHER AGREES TO COMPLY WITH ANY AND ALL APPLICABLE

STATE LAWS AND REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH.

18. THE CONTRACTOR SHALL PROTECT AND KEEP OWNER (INCLUDING THEIR AGENTS AND EMPLOYEES) FREE AND HARMLESS FROM ANY AND ALL LIABILITY, PUBLIC OR PRIVATE, PENALTIES, CONTRACTUAL OR OTHERWISE, LOSSES, DAMAGES, COSTS, ATTORNEY'S FEES, EXPENSES, CAUSES OF ACTION, CLAIMS OR JUDGMENTS RESULTING FROM THE FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970 AS AMENDED OR ANY RULE OR REGULATION PROMULGATED THEREUNDER OR OF ANY STATE LAWS OR REGULATIONS PERTAINING TO JOB SAFETY AND HEALTH ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, AND CONTRACTOR SHALL INDEMNIFY OWNER FROM ANY SUCH CLAIMS, PENALTIES, SUITS OR ACTIONS, PUBLIC OR PRIVATE, ADMINISTRATIVE OR JUDICIAL, INCLUDING ATTORNEY'S FEES PAID OR INCURRED BY OR ON BEHALF OF OWNER, JOINTLY OR SEVERALLY, AND/OR THEIR AGENTS AND EMPLOYEES. THE CONTRACTOR FURTHER AGREES, IN THE EVENT OF A CLAIMED VIOLATION OF ANY FEDERAL OR STATE SAFETY AND HEALTH LAW OR REGULATION ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PERFORMANCE OF WORK OR WORK TO BE PERFORMED UNDER THIS CONTRACT, OWNER MAY IMMEDIATELY TAKE WHATEVER ACTION IS DEEMED NECESSARY BY OWNER TO REMEDY THE CLAIMED VIOLATION. ANY AND ALL COSTS OR EXPENSES PAID OR INCURRED BY OWNER IN TAKING SUCH ACTION SHALL BE BORNE BY CONTRACTOR, AND CONTRACTOR AGREES TO PROTECT, HOLD HARMLESS AND INDEMNIFY OWNER AGAINST ANY AND ALL SUCH COSTS OR EXPENSES.

19. THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND SHALL PROVIDE ALL REASONABLE PROTECTION TO PREVENT

DAMAGE, INJURY OR LOSS TO:

A. ALL EMPLOYEES ON THE WORK SITE AND ALL OTHER PERSONS WHO MAY BE AFFECTED THEREBY;

B. ALL THE WORK AND ALL MATERIALS AND EQUIPMENT TO BE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR OFF THE SITE, UNDER THE

CARE, CUSTODY OR CONTROL OF THE CONTRACTOR OR ANY OF ITS SUBCONTRACTORS; AND

C. OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAY, STRUCTURES AND

UTILITIES NOT DESIGNATED FOR DEMOLITION IN THE COURSE OF CONSTRUCTION.

20. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY CODES AND WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC, QUASI PUBLIC OR OTHER AUTHORITY HAVING JURISDICTION FOR THE SAFETY OF PERSONS OR PROPERTY OR FOR THEIR PROTECTION AGAINST DAMAGE, INJURY OR LOSS, OR DESIGNED TO PROTECT THE ENVIRONMENT. THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION, INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT

UTILITIES OF THE EXISTENCE OF HAZARDS AND OF THE SAFETY REGULATIONS.

21. `ALL DAMAGE OR LOSS TO ANY PROPERTY REFERRED TO HEREIN CAUSED IN WHOLE OR IN PART BY THE CONTRACTOR, A SUBCONTRACTOR, OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, SHALL BE REMEDIED BY THE CONTRACTOR, EXCEPT DAMAGE OR LOSS PROPERLY ATTRIBUTABLE SOLELY TO THE ACTS OR OMISSIONS OF THE OWNER, OR THE ENGINEER OR ANYONE EMPLOYED BY THEM, OR FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE, AND NOT PROPERLY ATTRIBUTABLE IN WHOLE OR IN PART, TO THE FAULT OR NEGLIGENCE OF THE CONTRACTOR.

22. UNTIL FINAL ACCEPTANCE OF THE WORK BY OWNER, THE CONTRACTOR SHALL HAVE THE CHARGE AND CARE OF AND SHALL BEAR THE RISK OF INJURY OR DAMAGE, LOSS OR EXPENSE TO ANY PART THEREOF, OR TO ANY MATERIALS STORED ON SITE, BY THE ACTION OF THE ELEMENTS OR FROM ANY OTHER CAUSE WHETHER ARISING FROM THE EXECUTION OR NON-EXECUTION OF THE WORK. THE CONTRACTOR SHALL REBUILD, REPAIR, RESTORE AND MAKE GOOD ALL INJURIES OR DAMAGES TO ANY PORTION OF THE WORK OCCASIONED BY ANY OF THE ABOVE CAUSES BEFORE FINAL ACCEPTANCE AND SHALL

BEAR THE EXPENSES THEREOF.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES, AND SIGNING FOR SAID INSPECTIONS.

24. THE CONTRACTOR SHALL CONTROL AND BE RESPONSIBLE FOR THEIR OPERATIONS AND THOSE OF THEIR SUBCONTRACTORS AND ALL SUPPLIERS, TO ASSURE THE LEAST INCONVENIENCE TO THE PUBLIC. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULAR TRAFFIC AND SHALL LIMIT THEIR OPERATIONS IN RELATION TO THE SAFETY AND CONVENIENCE OF THE TRAVELING PUBLIC. UNDER ALL CIRCUMSTANCES, SAFETY

SHALL BE THE MOST IMPORTANT CONSIDERATION.

25. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE POLICIES AND GUIDELINES ESTABLISHED BY ALL AGENCIES HAVING JURISDICTION FOR THE PRESERVATION OF ALL PUBLIC AND PRIVATE PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE EXECUTION OF THE WORK, RESULTING FROM ANY ACT, OMISSION, NEGLECT, OR MISCONDUCT IN THEIR MANNER OR METHOD OF

EXECUTING THE WORK, OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS.

26. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE, OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES, GRADES OR GRADING SECTIONS ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATION OR REMOVAL IS PROVIDED FOR

IN THE CONTRACT, PLANS OR SPECIFICATIONS.

27. THE CONTRACTOR SHOULD VERIFY THE QUANTITIES AND LENGTHS OF MATERIALS SHOWN ON THE PLANS. ANY DISCREPANCY BETWEEN MATERIAL CALLOUTS AND ACTUAL SHOWN IN PLAN VIEW IS TO BE BROUGHT TO THE ENGINEER'S ATTENTION BY THE CONTRACTOR PRIOR TO BIDDING. IT IS THE

ENGINEER'S INTENTION TO CONSTRUCT WHAT IS SHOWN ON THE PLANS.

28. ANY DISCREPANCY BETWEEN THE DIMENSIONS AND MEASUREMENTS SHOWN ON THE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ENGINEER'S ATTENTION. FAILURE TO DO SO AND TO CONTINUE CONSTRUCTION SHALL MAKE THE CONTRACTOR RESPONSIBLE FOR ALL

ERRORS AND NECESSARY CORRECTIONS THAT MAY SUBSEQUENTLY ARISE.

8. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS AND ALL REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT.

9. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ACCORDING TO EPA/FDEP NPDES CRITERIA TO MINIMIZE EROSION AND INSURE PROPER FUNCTIONING OF STORM WATER MANAGEMENT SYSTEM UPON COMPLETION OF CONSTRUCTION. IN ADDITION TO MEETING EPA/FDEP NPDES CRITERIA, THE SWPPP SHALL BE SUBMITTED TO AND COMPLY WITH LOCAL AGENCY (POLK COUNTY) HAVING JURISDICTION'S

MINIMUM EROSION CONTROL CRITERIA.

10. CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORTATION OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THOSE THAT EXIST PRIOR TO COMMENCEMENT OF CONSTRUCTION. THIS CONDITION MUST BE SATISFIED UNTIL PROJECT IS FULLY COMPLETED AND ACCEPTED. CONTRACTOR SHALL PROVIDE ROUTINE MAINTENANCE ON TEMPORARY EROSION CONTROL FEATURES AT HIS EXPENSE. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGH OUT THE LIFE OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, MURAFI FILTERS, TEMPORARY GRASSING, ETC., AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. CONTRACTOR SHALL PROVIDE CONTINUOUS MONITORING OF EROSION AND SEDIMENT CONTROLS TAKEN AND SHALL DOCUMENT ALL CORRECTIVE MEASURES. A COPY OF THE APPROVED SWPPP SHALL BE KEPT ON SITE AT ALL TIMES FOR REVIEW BY OWNER'S REPRESENTATIVE AND BY NPDES INSPECTORS. THIS PERMIT MUST BE SUBMITTED TO POLK COUNTY BY THE CONTRACTOR PRIOR TO THE ISSUANCE OF PERMITS.

11. THE OWNER AND/OR CONTRACTOR SHALL PROVIDE A NOTICE OF INTENT IN ACCORDANCE WITH CRITERIA SET FORTH IN THE NPDES PERMIT

REQUIREMENTS 48 HOURS PRIOR TO BEGINNING CONSTRUCTION, CLEARING, OR DEMOLITION.

12. PROVIDE EFFECTIVE TEMPORARY AND PERMANENT EROSION CONTROL FOLLOWING THE REQUIREMENTS IN SECTION 104 OF THE STATE DEPT. OF TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION (F.D.O.T. SECTION 104) AND FDOT EROSION AND

SEDIMENT CONTROL MANUAL AND THE FDEP NPDES REGULATIONS.

13. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION RESULTING FROM SURFACE RUNOFF UNTIL COMPLETION OF ALL CONSTRUCTION OPERATION THAT MAY CAUSE SEDIMENT RUNOFF. FILTER FABRIC SHALL BE PLACED AND MAINTAINED UNDER THE GRATE AND FILTER SOCKS PLACED IN

FRONT OF THE THROAT OF CURB INLETS, DURING CONSTRUCTION.

14. TURBIDITY BARRIERS MUST BE INSTALLED AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SEDIMENTS AND SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO CONSTRUCTION. TURBIDITY BARRIERS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED, SOILS ARE

STABILIZED AND VEGETATION HAS BEEN ESTABLISHED.

15. ALL SLOPES 5:1 OR GREATER SHALL BE SODDED. ALL POND SLOPES AND RIGHTS-OF-WAY SHALL BE SODDED.

16. IN ACCORDANCE WITH FDEP AND WATER MANAGEMENT DISTRICT PERMITS, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF NO

CONSTRUCTION ACTIVITES.

1. THE CONTRACTOR SHALL PERFORM ALL WORK PERTAINING TO DRAINAGE INCLUDING EXCAVATION OF STORMWATER MANAGEMENT PONDS OR EQUIVALENT

FACILITIES PRIOR TO THE COMMENCEMENT OF OTHER WORK INCLUDED IN THESE PLANS.

2. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS CONTRACTOR IS TO VERIFY USE OF THE SURVEY FOR LAYOUT WITH ENGINEER PRIOR TO STARTING WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLETELY STAKE AND CHECK ALL IMPROVEMENTS TO INSURE CORRECT POSITIONING, BOTH HORIZONTAL AND

VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENT.

3. PRIOR TO INITIATING ANY EXCAVATION CONTRACTOR SHALL INSTALL FENCES AND TAKE ALL OTHER REASONABLE AND PRUDENT STEPS TO INSURE THAT ACCESS

TO EXCAVATION BY UNAUTHORIZED PERSONNEL IS PREVENTED.

4. ALL DRAINAGE STRUCTURES ARE TO BE TRAFFIC BEARING UNLESS OTHERWISE NOTED. ALL PRECAST CIRCULAR STRUCTURES SHALL BE CONSTRUCTED WITH A

MINIMUM 5-INCH WALL THICKNESS.

5. ALL PROPOSED PAVING SURFACES IN INTERSECTIONS AND ADJACENT EXISTING SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE PROPOSED GRADES AND FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCE AND EXIT GRADES TO INTERSECTIONS MAY REQUIRE MINOR LOCAL FIELD ADJUSTMENTS SHOULD ACTUAL CONDITIONS VARY FROM THE SURVEYED INFORMATION THE DESIGN WAS BASED UPON IN ORDER TO ACCOMPLISH THE INTENT OF THE PLANS. IN ADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND CONSULT THE ENGINEER AS NEEDED TO MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS SHOULD THE INTENT OF THE PLANS BE UNCLEAR.

6. IF LIMESTONE BEDROCK IS ENCOUNTERED DURING EXCAVATION OF THE RETENTION BASINS OR A SINKHOLE OR SOLUTION CAVITY FORMS DURING CONSTRUCTION, EXCAVATION OF THE BASIN MUST BE HALTED IMMEDIATELY, THE OWNER, ENGINEER, AND WATER MANAGEMENT DISTRICT MUST BE NOTIFIED, AND REMEDIAL ACTION WILL BE REQUIRED. THE PERMITEE MUST INSPECT ALL PERMITTED SURFACE WATER MANAGEMENT BASINS MONTHLY FOR THE OCCURRENCE OF SINKHOLES AND DOCUMENT THESE INSPECTIONS ON WATER MANAGEMENT DISTRICT CONDITION COMPLIANCE FORM NUMBER EN-33. TWO COPIES OF THE COMPLETED FORMS MUST BE SENT TO THE WATER MANAGEMENT DISTRICT AND THE LOCAL AGENCY HAVING JURISDICTION ANNUALLY BY MAY 31ST. OF EACH YEAR. THE PERMITEE MUST REPORT ANY SINKHOLE THAT DEVELOPS WITHIN THE SURFACE WATER MANAGEMENT SYSTEM. THE PERMITEE MUST NOTIFY THE WATER MANAGEMENT DISTRICT AND LOCAL AGENCY HAVING JURISDICTION OF ANY SINKHOLE DEVELOPMENT IN THE SURFACE WATER MANAGEMENT SYSTEM WITHIN 48 HOURS OF ITS DISCOVERY AND COMPLETE SINKHOLE REPAIR WITHIN 10 DAYS OF SUCH DISCOVERY USING A DISTRICT APPROVED

METHODOLOGY.

7. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE PROOF-ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE PROOF-ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED GEOTECHNICAL ENGINEER TO ASSURE THAT THE SPECIFIED COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HAVE BEEN REMOVED.

8. THE CONTRACTOR SHALL INSURE THAT A SUBGRADE AND APPROVED FILLS ARE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE STANDARD PROCTOR MAXIMUM DENSITY UNLESS OTHERWISE NOTED FOR PLACEMENT OF ALL HEADWALL/ENDWALL FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT GEOTECHNICAL

TESTING AND DESIGN HAS BEEN PERFORMED PRIOR TO CONSTRUCTION.

9. STORM PIPE LENGTHS SHOWN ON THE PLANS INCLUDE MITERED END SECTIONS. IF THE CONTRACTOR ELECTS TO USE AN APPROVED ALTERNATE, THE PIPE

LENGTHS MUST BE ADJUSTED.

10. INLET OFFSETS ARE TO THE CENTERLINES SHOWN ON F.D.O.T. DESIGN STANDARDS INDEXES.

11. ALL REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE MINIMUM CLASS III , UNLESS OTHERWISE APPROVED OR NOTED ON THE PLANS OR SPECIFICATIONS.

12. ALL STORMWATER PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC.

CONTRACTOR RESPONSIBILITIES

5. CONTRACTOR TO DEMOLISH AND REMOVE ALL EXISTING IMPROVEMENTS WITHIN EROSION PROTECTION BARRIER UNLESS

DIRECTED BY ENGINEER.

6. ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIALS TO BE DISPOSED OF IN ACCORDANCE WITH CITY OF

PLANT CITY REQUIREMENTS.

7. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION. THESE BARRIERS SHALL BE IN

ACCORDANCE WITH CURRENT CITY OF PLANT CITY STANDARDS.

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

DEMOLITION AND CLEARING

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CLEARLY DESIGNATE THE LIMITS OF CONSTRUCTION ON-SITE. THE CONTRACTOR SHALL NOT PERFORM ANY

WORK OUTSIDE THE LIMITS OF CONSTRUCTION.

2. THE CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES THAT ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN

THE FIELD.

3. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL.

4. IN AREAS REQUIRING FILL MATERIAL, THE CONTRACTOR SHALL STRIP OR OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY GROWTH OF GRASS, DECAYED VEGETATION MATTER, RUBBISH AND ANY OTHER DELETERIOUS MATERIAL BEFORE EMBANKMENT IS PLACED. IMMEDIATELY PRIOR TO THE PLACING OF FILL MATERIAL, THE ENTIRE AREA UPON WHICH FILL IS TO BE PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL TO THE AXIS OF FILL. THE GEOTECHNICAL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE PLACEMENT OF FILL.

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

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

September 11, 2025

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

/0

4/

:4 0:

P

M Q

:\C

IT

Y O

F

PL

AN

T

C

IT

Y\ M

C

IN

TO

SH

P

AR

K

EL

EM

EN

TS

(F

IN

AL

D

ES

IG

N

)\C

AD

\D W

G \5

G

EN

ER

AL

N O

TE

S

AN

D

L

EG

EN

D

.D W

G

C1.4 X

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

X

FLORIDA BERM PEDESTRIAN RAMP

SILT FENCE/ LIMIT OF CONSTRUCTIONSLT

TURBIDITY BARRIER

TREE BARRICADE / LIMIT OF

CONSTRUCTION

PIPE, VALVES, AND FITTING NOTES:

1. 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.

2. FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS IN ACCORDANCE WITH AWWA C110 OR C153.

3. 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.

4. 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.

5. 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.

6. 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.

7. 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

8. FLORIDA LAW (F.S.556) UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT MANDATES THAT EXCAVATORS/CONTRACTORS SHALL CONTACT SUNSHINE 811 (FKA: SUNSHINE STATE ONE-CALL OF FLORIDA) BY CALLING 800-4432-4770 OR 811 AT LEAST 2 FULL BUSINESS DAYS PRIOR TO BEGINNING ANY EXCAVATION OR DEMOLITION TO ALLOW MEMBER OPERATORS AN OPPORTUNITY TO IDENTIFY AND MARK THEIR UNDERGROUND FACILITIES AND

APPROPRIATELY RESPONSE TO THE POSITIVE RESPONSE SYSTEM.

9. UTILITY SERVICES TO THE PROPOSED BUILDING(S) SHALL TERMINATE 5 FEET OUTSIDE OF THE BUILDING UNLESS OTHERWISE NOTED. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW BUILDING ARCHITECTURAL AND PLUMBING PLANS TO VERIFY PROPER CONTINUATION OF THE PROPOSED UTILITIES FOR LOCATION, ALIGNMENT AND ELEVATION(S) FOR EACH SERVICE TO THE BUILDING(S). SHOULD UTILITY SERVICE LATERALS SHOWN ON THE SITE CIVIL CONSTRUCTION PLANS NOT CORRESPOND WITH BUILDING ARCHITECTURAL OR PLUMBING PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER

IMMEDIATELY.

© 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

B

A

D

E

APPROVED BY

CHECKED BY

SHEET NO.

DRAWN BY

DATE

PROJECT NO.

NO. DESCRIPTION DATE

TITLE

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

September 11, 2025

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

/0

4/

:4 0:

P

M Q

:\C

IT

Y O

F

PL

AN

T

C

IT

Y\ M

C

IN

TO

SH

P

AR

K

EL

EM

EN

TS

(F

IN

AL

D

ES

IG

N

)\C

AD

\D W

G \5

SU

R

VE

Y

C O

N

TR

O L

SH

EE

T.

D

W G

C4.1 X

SURVEY CONTROL

400'0' 800'

SCALE: 1" = 400'

200'

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

R

R R

R R

R R

R R R R R R R R R R R R

R

R

R

R

R

R

R

R

R

R

R R

R

R R

R R

R R

R R

R R

R R

R

E KNIGHTS GRIFFIN ROAD

N A

LE

XA

N D

ER

S

T

SR

EAST C

AN

AL

EAST C

AN

AL

PROPERTY LINE

PROPERTY LINE

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

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

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

September 11, 2025

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

/0

3/

0:

:0

AM

Q

:\C

IT

Y O

F

PL

AN

T

C

IT

Y\ M

C

IN

TO

SH

P

AR

K

EL

EM

EN

TS

(F

IN

AL

D

ES

IG

N

)\C

AD

\D W

G \5

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

PL

AN

.D

W G

200'0' 400'

SCALE: 1" = 200'

100'

C4.2 X

EXISTING CONDITIONS

LEGEND

PROPERTY LINE

WETLAND LINE

MITIGATION LINE

OAK TREE

PINE TREE

PALM TREE

UNKNOWN

CYPRESS TREE

VEGETATION

APPROXIMATE CANAL

TOP OF BANK

N

LE

XA

N D

ER

S

T

SR

R

R R

R R

R R

R R R R R R R R R R R R

R

R

R

R

R

R

R

R

R

R

R R

R

R R

R R

R R

R R

R R

C

SX

R

IG

H T

O F

W

AY

E KNIGHTS GRIFFIN ROAD

EAST C

AN

AL

EAST C

AN

AL

EXISTING PARK TRAILS

E2

C2

C1

W2

W1

SITE ENTRANCE

30" RECLAIMED

WATER MAIN

R3

PROPERTY LINE

R1

R2

EXISTING WELLS

ENCLOSURE

R4

E1

E3

FLORIDA MOUND

EXISTING

WEIR

EXIST BUILDING

EXIST WELL

PROPOSED

OFFICE/BATHROOM

BUILDING &

HANDICAPPED PARKING

PROPOSED

PAVILION

PROPOSED

BOARDWALK

PROPOSED

PARKING AREA

EXISTING

WETLAND

"Y"

EXISTING

WETLAND

"Z"

EXISTING

WETLAND

"X"

EXISTING

WETLAND

"AB"

EXISTING

WETLAND

"M"

/0

6/

:1 7:

P

M Q

:\C

IT

Y O

F

PL

AN

T

C

IT

Y\ M

C

IN

TO

SH

P

AR

K

EL

EM

EN

TS

(F

IN

AL

D

ES

IG

N

)\C

AD

\D W

G \5

O

VE

R

AL

L

SI

TE

P

LA

N

.D W

G

200'0' 400'

SCALE: 1" = 200'

100'

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

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

September 11, 2025

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

C4.3 X

OVERALL SITE PLAN

FOR WORK IN THIS AREA

SEE SHEETS C4.4 & C4.8

FOR WORK IN THIS AREA

SEE SHEETS C4.5 & C4.9

FOR WORK IN THIS AREA

SEE SHEETS C4.6 & C4.10

FOR WORK IN THIS AREA

SEE SHEETS C4.7 & C4.11

LEGEND

WETLAND CELL

PERCOLATION CELL

PROPERTY LINE

EXISTING TRAIL

E2 WETLAND CELL DESIGNATION

NOTE: WETLAND CELL DESIGNATION FROM

MCINTOSH PARK INTEGRATED

WATER MANAGEMENT PLANS

R=100.00' L=37.92' Δ=021°43'33"

.0

0'

.0 0'

20.00

.0

.0

80.00 90.00 80.00

100.00 100.00

100.00 100.00

100.00 100.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

10.00

10.00

10.00

10.00

10.00 10.00 10.00

10.00 10.00

12.00 12.00 20.00

12.00 12.00

.0

.0

.0

0'

.1

4'

.0 0'

.0

0'

S41°09'40.41"E 254.00'

S41°09'40.41"E 254.00'

S41°09'40.41"E 254.00'

N87 °0

6'4 6.0

2" E

.12

R=32.00' L=21.38' Δ=038°16'26"

R=15

R=15

R=10

TYP

R=10

TYP

R=10

TYP

R=10

TYP

R=3

TYP

N

°5 0'

.5

9" E

N

°5 0'

.5

9" E

S41°09'40.41"E 195.02'

R=60.00' L=137.56' Δ=131°21'52"

N89 °4

7'4 8.3

0" W

.17

R=15

R=15

R=300

R=3

TYP

R=3

TYP

R=3

TYP

R=3

TYP

R=3

TYP

/0

6/

:1 7:

P

M Q

:\C

IT

Y O

F

PL

AN

T

C

IT

Y\ M

C

IN

TO

SH

P

AR

K

EL

EM

EN

TS

(F

IN

AL

D

ES

IG

N

)\C

AD

\D W

G \5

O

VE

R

AL

L

SI

TE

P

LA

N

.D W

G

20'0' 10' 40'

SCALE: 1" = 20'

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

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

September 11, 2025

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

C4.4 X

PARKING AREA

DIMENSION PLAN

MATCH LINE SEE SHEET

C4.5 FOR CONTINUATION

PROPOSED HEADER CURB (TYP)

PROPOSED HEADER CURB (TYP)

PROPOSED HEADER CURB (TYP)

PROPOSED HEADER CURB (TYP)

PROPOSED HEADER CURB (TYP)

PROPOSED HEADER CURB (TYP)

PROPOSED HEADER CURB (TYP)

LEGEND

PROPOSED CRUSHED STONE

R4

E3

NOTE:

THERE MAY BE EXISTING TREES LOCATED WITHIN THE

PROPOSED PARKING/POND AREA THAT WILL NEED TO

BE REMOVED. CONTRACTOR TO FIELD VERIFY PRIOR

TO CONSTRUCTION. LARGE CALIPER TREES TO BE

IDENTIFIED PRIOR TO COMMENCEMENT OF

CONSTRUCTION. PARKING ISLANDS MAY NEED TO BE

FILES ADJUSTED TO RETAIN LARGE CALIPER TREES.

PROPOSED

RETENTION

AREA

EXIST. EXIT

EXIST. ENTRANCE

10 10

8 89

WHEEL STOPS (TYP)

WHEEL STOPS (TYP)

WHEEL STOPS (TYP)

WHEEL STOPS (TYP)

WHEEL STOPS (TYP)

PROPOSED PARKING = 155 SPACES

EXISTING

WETLAND

"Y"

(TO REMAIN

UNDISTURBED)

EXISTING

WETLAND

"M"

(TO REMAIN

UNDISTURBED)

PROPOSED CRUSHED STONE

WETLAND PERMITTED TO BE

IMPACTED PER SWFWMD ERP

43044733.002 AND EPC REVIEW

NUMBER 79173

20.00

12.00

12.00 12.00

12.00 12.00

12.00 12.00

12.00

12.00

12.00

12.00

12.00

5.00

5.00

5.00

10.00

10.00

.0

.0

.0

R=15

R=15

S3 2°

'07

.5 4"

W

.3

3'S57°05'52.46"E 68.00'

S57°05'52.46"E 68.00'

R=100.00' L=37.92' Δ=021°43'33"

S68°28'39.14"W62.33'R=100.00' L=37.56' Δ=021°31'21"

N90°00'00.00"W 23.99'

R=100.00' L=46.22' Δ=026°28'56"

N63°31'03.83"W

29.62'

R=120.00' L=175.05' Δ=083°34'49"

20.00

5.00

/0

6/

:1 7:

P

M Q

:\C

IT

Y O

F

PL

AN

T

C

IT

Y\ M

C

IN

TO

SH

P

AR

K

EL

EM

EN

TS

(F

IN

AL

D

ES

IG

N

)\C

AD

\D W

G \5

O

VE

R

AL

L

SI

TE

P

LA

N

.D W

G

20'0' 10' 40'

SCALE: 1" = 20'

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

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

September 11, 2025

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

C4.5 X

PARKING AREA

DIMENSION PLAN

M

AT

C H

L

IN

E

SE

E

SH

EE

T

C 4.

FO

R C

O N

TI

N

U

AT

IO

N

EXIST PARKING WHEEL STOPS TO

BE REMOVED AND REUSED IN THE

HANDICAPED PARKING AREA.

EXIST TRAIL

PROPOSED HEADER CURB (TYP)

EXIST TOP OF BANK

EXIST TOP OF BANK

EXPANDED WETLAND E3

10' SIDEWALK

LEGEND

PROPOSED CRUSHED STONE

PROPOSED HEADER CURB (TYP)

PROPOSED HEADER CURB (TYP)

PROPOSED ASPHALT

PROPOSED HANDICAP RAMP CR-A (TYP)

10' SIDEWALK

5' SIDEWALK (TYP)

PROPOSED BUILDING

(OFFICE/BATHROOMS)

(SEE DETAILS ON SHEET C5.2)

(SEE STRUCTURAL SHEETS FOR DETAILS)

R4

E3

PROPOSED CONCRETE

PROPOSED

RETENTION

AREA

NORTHING : 1359666.17'

EASTING : 615792.78' S 57°05"52.46" E

FOR HANDICAP PARKING STRIPING

SEE DETAIL ON SHEET C5.1

RELOCATED WHEEL STOPS (TYP)

WETLAND PERMITTED TO BE

IMPACTED PER SWFWMD ERP

43044733.002 AND EPC REVIEW

NUMBER 79173

NOTE:

THERE MAY BE EXISTING TREES LOCATED WITHIN

THE PROPOSED PARKING/BUILDING/RETENTION AREA

THAT WILL NEED TO BE REMOVED. CONTRACTOR TO

FIELD VERIFY PRIOR TO CONSTRUCTION.

PROPOSED PARKING = 12 HANDICAPED SPACES

EXIST WETLAND O

EXIST

STORMWATER

TREATMENT

WETLAND ESTW

/0

6/

:1 7:

P

M Q

:\C

IT

Y O

F

PL

AN

T

C

IT

Y\ M

C

IN

TO

SH

P

AR

K

EL

EM

EN

TS

(F

IN

AL

D

ES

IG

N

)\C

AD

\D W

G \5

O

VE

R

AL

L

SI

TE

P

LA

N

.D W

G

20'0' 10' 40'

SCALE: 1" = 20'

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

REVISIONS

SCALE

OF

50183029

X

LKW

JDP

AM

September 11, 2025

FL

O

R

ID

A

PL

AN

T

C

IT

Y, M C

IN

TO

SH

PA

R K

EL

EM

EN

TS

C

IT

Y O

F

PL

AN

T

C

IT

Y U

TI

LI

TI

ES

D

EP

AR

TM

EN

T

SEAL

C4.6

PAVILION PLAN

EXIST TRAIL

FLORIDA MOUND

PROPOSED 30'x64' PAVILION

MANUFACTURE :POLIGON

BUILDING TYPE : REK 30x64

ROOF TYPE: MULTI-RIB

(FOR PAVILION DETAILS SEE SHEET C5.3)

(SEE STRUCTURAL SHEETS FOR DETAILS)

NORTHING : 1358868.97'

EASTING : 615515.26'

30'

64' N 90°00'00" E

LEGEND

EXIST TRAIL

PROPOSED CONCRETE

C2

EXIST

WETLAND T

WETLAND PERMITTED TO BE

IMPACTED PER SWFWMD ERP

43044733.002 AND EPC REVIEW

NUMBER 79173

N62°41'20.31"E 110.00'

N90°00'00.00"E 241.73'

N27°18'39.6…