EXHIBIT 3

GORTEMOLLER ENGINEERING CONSTRUCTION PLANS

ITB 26-31 McKenzie Boat Ramp Project 57 of 84

INDEX OF BOAT RAMP PLANS

SHEET NO.

8-9

DESCRIPTION

KEY SHEET

SUMMARY OF PAY ITEMS

PROJECT AERIAL

SITE PLAN

EROSION CONTROL

GRADING PLAN

BOAT RAMP & DOCK PROFILE

CONSTRUCTION DETAILS

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

COUNTY MANAGER

ROBERT MAJKA JR.

COMMISSIONERS

DISTRICT 1 - DANIEL RAFFIELD - VICE CHAIRMAN

DISTRICT 2 - ROBERT CARROLL

DISTRICT 3 - DOUG CROSBY

DISTRICT 4 - DOUGLAS MOORE

DISTRICT 5 - CLAIR PEASE - CHAIRMAN

GortemollerGE Engineering, Inc.

MCKENZIE BOAT RAMP PROJECT

MCKENZIE ROAD

PROJECT NUMBER:23-02

GOVERNING STANDARDS SPECIFICATIONS:

Florida Department of Transportation, FY 2024-25 Standard Specifications for Road and Bridge Construction can be found at the following website:

https://www.fdot.gov/programmanagement/implemented/specbooks/default.shtm

BAY COUNTY

BOARD OF COUNTY COMMISSIONERS

Plans Prepared By

708 THOMAS DRIVE

PANAMA CITY BEACH, FLORIDA 32408

PHONE (850) 249-2425 * FAX (850) 249-2426

FLORIDA CERTIFICATE OF AUTHORIZATION. NO. 09505

VENDOR NO. 30-0133572

Manual of Uniform Minimum Standards for Design, Construction, and Maintenance for Streets and Highways (commonly referred to as the "Florida Green Book") can be found at the following website:

https://www.fdot.gov/roadway/floridagreenbook/fgb.shtm

PROJECT MANAGER: BLAKE R. FURBEE, PE

CONTRACT PLANS

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

JANUARY 2026

PROJECT LOCATION

1":2500'

- PERMIT PLANS -

COMPONENTS OF CONTRACT PLANS SET

BOAT RAMP PLANS

GOVERNING DESIGN STANDARDS:

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

GORTEMOLLER ENGINEERING, INC.

708 THOMAS DRIVE

PANAMA CITY BEACH, FL 32408

REGISTRY NO. 09505

BLAKE R. FURBEE, P.E. NO. 88505

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

BL

AKE

R. FURBEE

FLORIDA

88505

L I CENSE

M C

K

EN

=I E

B O

A T

R A

M P

PR

O

JE

C

T N

O

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

PROJECT PLANS

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 SUMMARY OF PAY ITEMS

3 PROJECT AERIAL

4 SITE PLAN

5 EROSION CONTROL

6 GRADING PLAN

7 BOAT RAMP & DOCK PROFILE

8-9 CONSTRUCTION DETAILS

ITB 26-31 McKenzie Boat Ramp Project 58 of 84

AutoCAD SHX Text

PROJECT LOCATION

Su m m ar y of

P ay

I te m s

G E

B ay

C ou nt y

B oa rd o f C ou nt y

C om m is si on er s

W

1t h st re et , P an am a C ity , F l

(8

)7

-6

C L

IE

N

T

IF

T

H

IS

L

IN

E D

O

ES

N O

T M

EA

SU

R E

O N

E

IN

C H

IN

LE

N G

TH

, T

H E

SC

AL

ES

O

N T

H

IS

D R

AW

IN

G A

R E

N O

T

VA

LI

D

1"

D

AT

E

C H

EC

KE

D

JO

B

N O

D R

AW

N

-0

SH

EE

T R

EV

IS

IO

N

M cK en zi e B oa t R am p

So ut hp or t, F

L

G

SA

/2

7/

G :\C iv il3

D Pr oj ec ts \2

\C

AD

_F in al \0

2- Pr oj ec tA er ia l.d w g;

J an ua ry

7,

- 4

:0

PM

PR

O

JE

C

T

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

G or te m ol le r E ng in ee ri ng , I nc

T ho m as

D ri ve Pa na m a C ity B ea ch

, F L

(8

9-

R eg is tr y N o.

B la ke

R . F ur be e, P

.E

P.

E

. L ic en se

N um be r

BR

F

SUMMARY OF PAY ITEMS

ITEM NUMBER ITEM DESCRIPTION UNITS QUANTITY TOTAL

0101-1 MOBILIZATION LS 1.000

0102-1 MAINTENANCE OF TRAFFIC LS 1.000

0104-10-3 SEDIMENT BARRIER LF 543.000

0104-11 FLOATING TURBIDITY BARRIER LF 160.000

0104-12 STAKED TURBIDITY BARRIER - NYLON REINFORCED PVC LF 40.000

0104-18 INLET PROTECTION EA 2.000

0110-1-1 CLEARING & GRUBBING AC 0.350

0120-1 REGULAR EXCAVATION CY 1700.000

0120-4 SUBSOIL EXCAVATION CY 350.000

0120-6 EMBANKMENT CY 15.000

0145-2 GEOSYNTHETIC REINFORCED FOUNDATION OVER SOFT SOIL SY 210.000

0160-4 TYPE B STABILIZATION SY 1350.000

0285-704 OPTIONAL BASE, OBG 4 - GRADED AGGREGATE BASE 6" SY 100.000

0285-706 OPTIONAL BASE, OBG 6 - GRADED AGGREGATE BASE 8" SY 1300.000

0334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C, 2" TN 140.000

0404-5-21 PRECAST DECK PANEL, PRETENSIONED, 8" LS 1.000

0425-4 INLETS, ADJUST EA 1.000

0530-3-3 RIPRAP-RUBBLE, BANK AND SHORE TN 85.000

0530-74 BEDDING STONE TN 40.000

0570-1-2 PERFORMANCE TURF, SOD SY 270.000

Misc. 1 PAVEMENT MARKINGS LS 1.000

Misc. 2 W6X20 BEAM RAIL GALVANIZED LS 1.000

Misc. 3 DOCK CONSTRUCTION LS 1.000

PAY ITEMS NOTES:

1. THE CONTRACTOR SHALL HAVE ALL REQUIRED PERMITS IN-HAND PRIOR TO BEGINNING CONSTRUCTION, AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITS OBTAINED BY THE NECESSARY

REGULATORY AGENCIES AND THOSE PERMITS OBTAINED BY THE CONTRACTOR.

2. PAY ITEM MISC. 1 SHALL INCLUDE ALL MATERIAL, AND WORK NECESSARY FOR THE INSTALLATION OF THE PAVEMENT MARKINGS.

2. PAY ITEM MISC. 2, (W6X20 BEAM RAIL GALVANIZED) LUMP SUM PRICE MUST INCLUDE PROJECT LAYOUT AND DETAIL CONSTRUCTION SCHEDULE(S). INCLUDES ALL MATERIAL, WORK AND INSTALLATION.

3. PAY ITEM MISC. 3, LUMP SUM PRICE INCLUDES PROJECT LAYOUT AND DETAILS CONSTRUCTION SCHEDULE(S). THE CONSTRUCTION SCHEDULE SHALL DESCRIBE IN DETAIL HOW THE CONSTRUCTION IS TO BE PHASED, ESTABLISH START AND FINISH DATES FOR ALL SIGNIFICANT CONSTRUCTION ACTIVITIES, AND IDENTIFY ALL CONTROLLING ITEMS OF WORK. INCLUDES ALL MATERIAL, WORK AND INSTALLING PER COASTLINE ENGINEERING & CONSTRUCTION -

PROPOSED BOAT RAMP PLAN AND NOTES & SECTIONS, SHEETS S1 - S2.

4. PAY ITEM 102-1, SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT AND INCIDENTALS NECESSARY TO PROVIDE SUFFICIENT MOT TO PREVENT UNAUTHORIZED ACCESS TO THE WORK ZONE.

5. PAY ITEM 110-1-1, SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, AND INCIDENTALS NECESSARY TO REMOVE THE EXISTING BOAT RAMP AND DOCK IDENTIFIED IN THE CONTRACT DOCUMENTS.

6. PAY ITEM 0404-5-21, SHALL INCLUDE LABOR, MATERIAL, EQUIPMENT, AND INCIDENTALS NECESSARY FOR THE INSTALLATION OF 2 20'X20' PRECAST CONCRETE SLABS OF 8" THICKNESS INCLUDING MEANS AND METHODS OF ANY

DEWATERING AND/OR COFFER DAMS NECESSARY FOR THE INSTALLATION.

FOR INFORMATIONAL PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL QUANTITIES.

ITB 26-31 McKenzie Boat Ramp Project 59 of 84

Pr oj ec t A er ia l

G E

B ay

C ou nt y

B oa rd o f C ou nt y

C om m is si on er s

W

1t h st re et , P an am a C ity , F l

(8

)7

-6

C L

IE

N

T

IF

T

H

IS

L

IN

E D

O

ES

N O

T M

EA

SU

R E

O N

E

IN

C H

IN

LE

N G

TH

, T

H E

SC

AL

ES

O

N T

H

IS

D R

AW

IN

G A

R E

N O

T

VA

LI

D

1"

D

AT

E

C H

EC

KE

D

JO

B

N O

D R

AW

N

-0

SH

EE

T R

EV

IS

IO

N

M cK en zi e B oa t R am p

So ut hp or t, F

L

G

SA

/2

7/

G :\C iv il3

D Pr oj ec ts \2

\C

AD

_F in al \0

2- Pr oj ec tA er ia l.d w g;

J an ua ry

7,

- 4

:0

PM

PR

O

JE

C

T

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

G or te m ol le r E ng in ee ri ng , I nc

T ho m as

D ri ve Pa na m a C ity B ea ch

, F L

(8

9-

R eg is tr y N o.

B la ke

R . F ur be e, P

.E

P.

E

. L ic en se

N um be r

BR

F

FA

NN

IN

G

BA

YO

U

McKENZIE RD

GROENDYKE

TRANSPORT

SRM

CONCRETE

EL

LI

S R

D

W S

M

IT

H R

D

AN

D

ER

SO

N A

VE

C

AM

PB

EL

L R

D

COX RD

BUCHANAN ST

CALLAHAN RD

SOUTHERN

MARINA

PROJECT AREA

ITB 26-31 McKenzie Boat Ramp Project 60 of 84

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text b b a a

C C

D

D

RIPARIAN RIGHTS

RIPARIAN RIGHTS

RIGHT OF WAY

RIGHT OF WAY

EX. DBI

EX. CHAIN LINK FENCE

EX. BOAT RAMP SIGN

EX. 18"

DRAINAGE PIPE

25' RIPARIAN RIGHTS OFFSET

EX. HEADWALL

MHWL 0.76'

EX. 18"

DRAINAGE PIPE

EX. HEADWALL

EX. RETAINING WALL

MLWL -0.44'

ADJACENT PARCEL

PARCEL ID: 08477-000-000

INDUSTRIAL: IND-2

McKENZIE ROAD

FANNING BAYOU

ADJACENT PARCEL

PARCEL ID: 08476-000-000

INDUSTRIAL: IND-2

31'

45'

50' 60'

10'

25'

6'

27'

25'

30'

55'

76'

21'

-4 .0

-3 .0

-2 .0

-1 .0

0.

1.

2.

EX. CHAIN LINK FENCE

± 15.3 CY BELLOW

MHL LINE

MHWL 0.76'

MLWL -0.44'

CONST. RIP RAP PERMITTED

UNDER SAJ-2009-03923

CONST. 20'X20' CONCRETE SLABS PERMITTED

UNDER 0298623-002-003-EE/03 PERMIT

CONST. ASPHALT RECONSTRUCTION

PERMITTED UNDER

0298623-002-003-EE/03 PERMIT

CONST. WOODED DOCK (PERMITTED

UNDER 0298623-002-003-EE/03 PERMIT)

CONST. THERMOPLASTIC

6" SOLID WHITE (TYP)

CONST. THERMOPLASTIC

6" SOLID WHITE (TYP)

6'

4'

SITE BENCHMARK

SET NAIL IN POWER POLE

ELEV. = 4.61

SITE BENCHMARK

SET NAIL IN POWER POLE

ELEV. = 4.66

Si te

P la n G

E B ay C ou nt y B oa rd o f C ou nt y C om m is si on er s

W

1t h st re et

, P an am a

C ity

, F l

(8

)7

-6

C L

IE

N

T

IF

T

H

IS

L

IN

E D

O

ES

N O

T M

EA

SU

R E

O N

E

IN

C H

IN

LE

N G

TH

, T

H E

SC

AL

ES

O

N T

H

IS

D R

AW

IN

G A

R E

N O

T

VA

LI

D

1"

D

AT

E

C H

EC

KE

D

JO

B

N O

D R

AW

N

-0

SH

EE

T R

EV

IS

IO

N

M cK en zi e B oa t R am p

So ut hp or t, F

L

G

SA

/2

7/

G :\C iv il3

D Pr oj ec ts \2

\C

AD

_F in al \0

3- Si te Pl an .d w g;

J an ua ry

7,

- 4

:0

PM

PR

O

JE

C

T

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

G or te m ol le r E ng in ee ri ng , I nc

T ho m as

D ri ve Pa na m a C ity B ea ch

, F L

(8

9-

R eg is tr y N o.

B la ke

R . F ur be e, P

.E

P.

E

. L ic en se

N um be r

BR

F 4

PROPOSED CONCRETE SLAB

RIGHT OF WAY

PROPOSED GRADING AREA

PROPOSED DOCK

PROPOSED ASPHALT

PROPOSED MEAN HIGH

WATER LINE

EX. MEAN HIGH LINE

EX. CHAIN LINK FENCE

EX. RIPARIAN RIGHTS

EX. DRAINAGE PIPE

EX. DRAINAGE STRUCTURES

ITB 26-31 McKenzie Boat Ramp Project 61 of 84

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LEGEND

CONST. ± 260 LF

SILT FENCE

McKENZIE ROAD

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB

TB TB TB

TB

TB

TB

TB

TB

TB

TB

CONST. ± 160 LF FLOATING

TURBIDITY BARRIER

REMOVE ± 23 SY OF EX. DOCK

REMOVE EX. PAVEMENT AND REPLACE

± 1,259 SY ASPHALT PAVEMENT

CONST. ± 40 LF STAKED

TURBIDITY BARRIER (TYP)

CLEARING AND GRUBBING

± 0.35 AC

INLET PROTECTION (TYP)

ADJACENT NORTH

CONSTRUCTION LIMIT

GROENDYKE TRANSPORT

ADJACENT SOUTH

CONSTRUCTION LIMIT

SRM CONCRETE

ADJACENT WEST

CONSTRUCTION LIMIT

FANNING BAYOU

ADJACENT EAST

CONSTRUCTION LIMIT

McKENZIE ROAD

EX. POWER POLE

(TO REMAIN)

EX. POWER POLE

(TO REMAIN)

CONST. ± 283 LF

SILT FENCE

REMOVE EX. BOAT RAMP

± 80 SY (APPROX. LIMITS. CONTRACTOR

SHALL FIELD VERIFY EX. LIMITS AND

REMOVE ENTIRE BOAT RAMP)

SITE BENCHMARK

SET NAIL IN POWER POLE

ELEV. = 4.61

SITE BENCHMARK

SET NAIL IN POWER POLE

ELEV. = 4.66

EX. CONCRETE BARRIERS

(TO BE REMOVED/RELOCATED PER COUNTY DIRECTION) EX. BOAT RAMP SIGN

RIGHT OF WAY

RIGHT OF WAY

EX. HEADWALL

(TO REMAIN)

EX. HEADWALL

EX. RETAINING WALL

E ro si on

C on tr ol

EXISTING BOAT RAMP

PROPERTY LINE

PR. FLOATING TURBIDITY BARRIER

REMOVE EXISTING DOCK

PR. SILT FENCE

NOTES:

1. SET THE POSTS AND EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. POSTS SHALL BE SPACED

A MAX. OF 10' APART AT THE BARRIER LOCATION & DRIVEN INTO THE GROUND A MIN. OF 12". WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'.

2. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG RINGS. THE WIRE MESH SHALL EXTEND INTO THE TRENCH A MIN. OF 2" & SHALL NOT EXTEND MORE THAN 36"

ABOVE THE ORIGINAL GROUND SURFACE.

3. ATTACH THE FILTER FABRIC TO THE WIRE MESH FENCE & EXTEND IT INTO THE TRENCH A MIN. OF 8".

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

5. WHEN ATTACHING TWO SILT FENCES TOGETHER, PLACE THE END POST OF THE SECOND FENCE INSIDE THE END

POST OF THE FIRST FENCE. ROTATE BOTH POSTS TOGETHER @ LEAST 180 DEGREES ON A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FILTER FABRIC & DRIVE BOTH POSTS INTO THE GROUND.

6. ALL DISTURBED COUNTY'S RIGHT-OF-WAY SHALL BE SODDED.

7. THERE SHALL BE NO LANDSCAPING WITHIN THE COUNTY'S RIGHT-OF-WAY.

8. IT IS UNLAWFUL FOR ANY PERSON TO DUMP, LEAVE, OR BURY ANY SOLID WASTE ON PUBLIC OR PRIVATE PROPERTY.

FAILURE TO DISPOSE OF SOLID WASTE AS SPECIFIED IN SECTION 22-149 OF BAY COUNTY MUNICIPAL CODE OF

ORDINANCE IS PUNISHABLE UNDER SECTION 1-6.

SINGLE ROW SILT FENCE

FILTER FABRIC

FLOW

FLOW

TRENCH FLOW

WIRE INTO TRENCH

EXTEND FABRIC AND

FILTER FABRIC

STAKE

4" (T

YP

8' (TYP)

FABRIC

(T

YP

(M

IN

1.

5'

4"

2.

5'

STAKE

FILTER

(TYP)

TYP

(TYP)

(TYP)

1.0'

TYP

PROPERTY LINE

CLEARING AND SITE PREPARATION NOTES:

1. NO CONSTRUCTION ACTIVITIES SHALL BEGIN UNTIL THE EROSION CONTROL

PLAN HAS BEEN APPROVED BY THE ENGINEER AND GOVERNING REGULATORY

AGENCY, AS NEEDED. WHERE AN NPDES PERMIT IS REQUIRED, UNDER NO

CIRCUMSTANCES CAN ANY EARTH BE DISTURBED UNTIL THE PRIME

CONTRACTOR(S) AND ANY SUBCONTRACTOR(S) THAT WILL INSTALL, MAINTAIN

OR MONITOR EROSION CONTROL DEVICES TO IMPLEMENT THE STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) SIGN THE CERTIFICATION STATEMENT.

2. A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE

KEPT ON THE CONSTRUCTION SITE FOR THE LIFE OF THE PROJECT.

3. A COPY OF THE NOTICE OF INTENT (NOI) SHALL BE POSTED IN A PROMINENT

LOCATION ON THE CONSTRUCTION SITE FOR PUBLIC VIEWING.

4. EROSION/SEDIMENTATION CONTROLS SHALL BE PLACED PRIOR TO EARTH

DISTURBING ACTIVITIES. THESE DEVICES SHALL BE MAINTAINED DURING THE

ENTIRE DURATION OF CONSTRUCTION.

5. WHEN AN NPDES PERMIT IS REQUIRED, ROUTINE INSPECTIONS SHALL BE MADE

EVERY SEVEN DAYS OR WITHIN 24 HOURS OF A 0.50 INCH OR GREATER

RAINFALL, OF ALL EROSION PREVENTION AND SEDIMENT CONTROL DEVICES

INSTALLED ON THE PROJECT AND DOCUMENT ALL DEFICIENCIES. CONDUCT

INSPECTIONS USING QUALIFIED PERSONNEL WHO HAVE SUCCESSFULLY

COMPLETED THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S

FLORIDA STORMWATER EROSION AND SEDIMENT CONTROL INSPECTOR

TRAINING.

6. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER THAT

PREVENTS SOIL EROSION RUNOFF OR SILTATION IN ANY OFF-SITE LOCATION.

7. THE AREA IN WHICH CLEARING AND GRUBBING, AND EXCAVATION AND FILLING

OPERATIONS ARE BEING PERFORMED SHALL BE LIMITED SO THAT THE CAPACITY

TO PREVENT STORMWATER POLLUTION IS NOT EXCEEDED.

8. IF PROVIDED, SITE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH

THE GEOTECHNICAL EXPLORATION REPORT PROVIDED FOR THE PROJECT.

9. ALL TREES SHOWN TO REMAIN, OR THOSE DEEMED AS PROTECTED, SHALL BE

PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE

ORDINANCE AND DETAILS, AS APPLICABLE. ALL PROTECTED TREES SHALL BE

MAINTAINED IN GOOD CONDITION AND NO TREES SCHEDULED TO REMAIN

SHALL BE REMOVED WITH WRITTEN APPROVAL. ONLY “GRADING BY HAND”

SHALL BE PERMITTED WITHIN THE CANOPY LINE OF TREES SCHEDULED TO

REMAIN.

10. UNLESS OTHERWISE SCHEDULED FOR SALVAGE OR RE-USE, ALL MATERIALS

REMOVED SHALL BE BECOME THE PROPERTY OF THE CONTRACTOR. DISPOSAL

OF ALL MATERIALS SHALL BE DONE SO IN ACCORDANCE WITH ALL APPLICABLE

FEDERAL, STATE, AND LOCAL AGENCY REQUIREMENTS.

11. IN ALL AREAS WHERE EXCAVATION OR EMBANKMENT IS TO BE PERFORMED OR

CONSTRUCTED, THE SURFACE SHALL BE PLOWED TO A DEPTH OF 6 INCHES AND

ALL ROOTS AND OTHER DEBRIS SHALL THEN BE REMOVED TO A DEPTH OF 12

INCHES BELOW THE GROUND SURFACE.

11. COMPLETELY REMOVE AND DISPOSE OF ALL BUILDINGS, TIMBER, BRUSH, TREES,

STUMPS, ROOTS, RUBBISH, DEBRIS, EXISTING FLEXIBLE PAVEMENT AND BASE,

DRAINAGE STRUCTURES, CULVERTS, AND PIPES NECESSARY TO PREPARE THE

AREA FOR THE PROPOSED CONSTRUCTION. REMOVE AND DISPOSE OF ALL

PRODUCTS AND DEBRIS NOT REQUIRED TO BE SALVAGED OR NOT REQUIRED TO

COMPLETE THE CONSTRUCTION.

12. ALL ROOTS AND OTHER DEBRIS SHALL BE REMOVED FROM ALL EXCAVATED

MATERIAL ANTICIPATED OR SCHEDULED TO BE USED IN THE CONSTRUCTION OF

EMBANKMENTS OR ROADWAY BASE.

13. BACKFILLING REQUIRED TO RESTORE THE BOTTOM OF EXCAVATIONS RESULTING

FROM THE REMOVAL OF STUMPS, STRUCTURES, PIPES, OR ANY OTHER VOIDS

CREATED DURING CLEARING SHALL BE RESTORED TO GRADE UTILIZING

APPROVED MATERIAL IN ACCORDANCE WITH THE EARTHWORK AND GRADING

REQUIREMENTS OF THIS PROJECT.

G E

B ay

C ou nt y

B oa rd o f C ou nt y

C om m is si on er s

W

1t h st re et , P an am a C ity , F l

(8

)7

-6

C L

IE

N

T

IF

T

H

IS

L

IN

E D

O

ES

N O

T M

EA

SU

R E

O N

E

IN

C H

IN

LE

N G

TH

, T

H E

SC

AL

ES

O

N T

H

IS

D R

AW

IN

G A

R E

N O

T

VA

LI

D

1"

D

AT

E

C H

EC

KE

D

JO

B

N O

D R

AW

N

-0

SH

EE

T R

EV

IS

IO

N

M cK en zi e B oa t R am p

So ut hp or t, F

L

G

SA

/2

7/

G :\C iv il3

D Pr oj ec ts \2

\C

AD

_F in al \0

4- Er os io n C on tro l.d w g;

J an ua ry

7,

- 4 :0

PM

PR

O

JE

C

T

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

G or te m ol le r E ng in ee ri ng , I nc

T ho m as

D ri ve Pa na m a C ity B ea ch

, F L

(8

9-

R eg is tr y N o.

B la ke

R . F ur be e, P

.E

P.

E

. L ic en se

N um be r

BR

F

4. INSPECTION

3. MAINTENANCE

Contractor shall maintain all erosion and sediment control measures throughout the construction process.

6. EROSION AND SEDIMENT CONTROLS FOR SITE

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. I WILL MAINTAIN RECORDS AS

REQUIRED AND KEEP THEM FOR AT LEAST 4 YEARS.

CONTRACTOR __________________________ TITLE __________________________

SIGNATURE ___________________________ DATE __________________________

POLLUTION PREVENTION PLAN (PPP)

1. SITE DESCRIPTION

A. CONSTRUCTION ACTIVITY

CONSTRUCTION LIMITS:

PROJECT DESCRIPTION:

B. MAJOR SOIL DISTURBING ACTIVITIES

Clearing, grubbing and earthwork activities associated with the construction.

C. TOTAL PROJECT AREA

+0.38 acres

D. TOTAL AREA TO BE DISTURBED

+0.33 acres

E. ESTIMATED DRAINAGE AREA SIZE

Outfall Area Receiving Waters

See Site Plans for Site Map information.

F. SITE MAPS

(1) STABILIZATION PRACTICES:

(2) STRUCTURAL PRACTICES:

C. OTHER CONTROLS

No construction waste material shall be buried on site.

(2) OFF SITE VEHICLE TRACKING:

All sanitary waste shall be collected from the portable units as necessary or as required by local regulations by a licensed sanitary waste management contractor.

(3) SANITARY WASTE:

(4) FERTILIZERS AND PESTICIDES:

A. CONSTRUCTION SEQUENCE AND CONTROLS IMPLEMENTATION

2. CONTROLS

B. EROSION AND SEDIMENT CONTROLS

(5) NON-STORM WATER DISCHARGE (INCLUDING SPILL REPORTING):

No non-stormwater discharges are anticipated.

Remarks: If contaminated soil or groundwater is encountered; a hazardous materials coordinator shall be contacted.

E. APPROVED STATE AND LOCAL PLANS

Bay County Development Order ERP Individual Permitting ACOE Wetland Permit

(1) WASTE DISPOSAL

Latitude

8. CONTRACTOR/SUBCONTRACTOR CERTIFICATION

The contractor shall be responsible for control, cleanup, and documentation of non storm water discharges. If contaminated soil or groundwater is encountered, contact the Florida Department of Environmental Protection.

5. NON STORM WATER DISCHARGES

A. The Contractor shall provide qualified personnel to inspect the following items at least once every 7 calendar days and within 24 hours of the end of a storm that is

0.25 inches or greater: points of discharge, disturbed site areas that have not been finally stabilized, material storage areas that are exposed to precipitation, structural controls, storm water management systems, and construction entrances.

Where sites have been finally stabilized, sites shall be inspected at least once every month. Contractor shall be responsible for keeping and maintaining updated records of inspections and rainfall in their office and on the construction site.

B. The Contractor shall provide the Florida Department of Environmental Protection, Northwest District a notification 48 hours prior to commencement of construction and shall submit the As-Built certifications and accompanying documentation to the Florida Department of Environmental Protection, Northwest District upon completion of the project.

The contractor is responsible for placement & maintenance of all erosion & sediment control structures (ESC). ESC's are to be constructed in all areas where potential runoff during construction will discharge off-site. ESC's include silt fence, hay bales, silt barriers, ect... and shall be placed as necessary in accordance with FDOT indexes 100-106.

7. ON-SITE / OFFSITE DISPOSAL OF EXCAVATED MATERIAL

The contractor is to store all excavated material on-site with proper Best Management

Practices taken into account (i.e. silt fencing around the excavated material to prevent offsite runoff). An acceptable alternate method is to dispose of all excavated material to a local municipality approved landfill. If alternate method is preferred, contractor is to submit disposal documentation to engineer and to the Florida Department of Environmental Protection, Northwest District.

It is unlawful for any person to dump, leave, or bury any solid waste on public or private property. Failure to dispose of solid waste as specified in Section 22-149 of Bay County Municipal Code of Ordinances is punishable under section 1-6.

1. 48 hours Prior to the commencement of construction the Contractor shall coordinate a Pre-Construction Meeting with the Owner and the Engineer of Record.

2. Install erosion control devices and construction entrance in accordance with the Erosion Control Plan.

3. Clear and demolish in accordance with erosion control plan.

4. Construct project per site, grading and utility plans.

5. Base and stabilize (sod) the disturbed areas.

6. Construct Landscaping per Owner. All other disturbed areas, not noted to be sodded, shall be seeded, mulched and fertilized. Grass seed will be planted using the following blend:

Bahia (Pensacola or Argentine) 30 Pounds / Acre

Bermuda 30 Pounds / Acre Temporary Seed 30 Pounds / Acre Total Seeding Rate 90 Pounds / Acre ***From April to September, use Brown-Top or Japanese Millet; From October to

March, use Annual Rye Grass.

***After Seeding, Approximately two inches (loose thickness) of Mulch shall be applied over the seeded area and cut into the soil.

7. Coordinate final closeout of the project with the Owner and Engineer of Record.

X Temporary grassing X Permanent planting, sodding, or seeding

Hay bales X Berms Sediment basins X Rock bedding at construction exit Sediment traps X RipRap Preformed Revetment Mat

Haul roads dampened for dust control X Loaded haul trucks to be covered with tarpaulin X Excess dirt on road removed daily X Stabilized construction entrance

Fertilizers and/or pesticides shall be applied according to manufacturers recommendations by a licensed or certified applicatior as directed by the project engineer.

+ 0.26 ACOn-Site Fanning Bayou

30° 16' 21.58" N 85° 38' 55.60" W

Clearing and grubbing project area.

***ALL ACTIVITIES PRIOR TO, DURING AND AFTER CONSTRUCTION ARE TO BE WITHIN THESE LIMITS.*** (North) - Groendyke Transport (East) - Mckenzie Road (South) - SRM Concrete (West) - Fanning Bayou

E. ESTIMATED DRAINAGE AREA SIZE

Longitude

INLET PROTECTION SYSTEM

PR. STAKED TURBIDITY BARRIER

TB TB TB TB TB

PR. CLEARING & GRUBBING AREA

ITB 26-31 McKenzie Boat Ramp Project 62 of 84

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LEGEND

NTS

60'CONST. ASPHALT

± 1,259 SY

EX. HEADWALL

EX. 18"

DRAINAGE PIPE

EX. 18"

DRAINAGE PIPE

3.82

3.38 3.61 3.843.61

3.77 4.003.53

3.18 3.59 4.04

3.66

3.43

3.66 3.89

3.44

3.37

3.45

3.75

3.57 3.87

3.92 2.25

2.25

2.54

3.67

3.65

3.39

2.84 2.95 3.24

3.75

3.82

3.46

3.44

3.66 3.89

3.47

3.67

2.31

2.31

3.69

2.39

2.70

CONST. ± 85 TN OF RIP-RAP

MHWL 0.76'

CONST. 20'X40'

CONCRETE SLABS

CONST. ± 76 LF

WOODEN DOCK

MLWL -0.44'

EX. DRAINAGE INLET TOP

ADJUSTMENT TO MATCH FINISH

GRADE

SITE BENCHMARK

SET NAIL IN POWER POLE

ELEV. = 4.61

SITE BENCHMARK

SET NAIL IN POWER POLE

ELEV. = 4.66

RIGHT OF WAY

RIGHT OF WAY

EX. HEADWALL

EX. RETAINING WALL

G ra di ng

P la n G

E B ay C ou nt y B oa rd o f C ou nt y C om m is si on er s

W

1t h st re et

, P an am a

C ity

, F l

(8

)7

-6

C L

IE

N

T

IF

T

H

IS

L

IN

E D

O

ES

N O

T M

EA

SU

R E

O N

E

IN

C H

IN

LE

N G

TH

, T

H E

SC

AL

ES

O

N T

H

IS

D R

AW

IN

G A

R E

N O

T

VA

LI

D

1"

D

AT

E

C H

EC

KE

D

JO

B

N O

D R

AW

N

-0

SH

EE

T R

EV

IS

IO

N

M cK en zi e B oa t R am p

So ut hp or t, F

L

G

SA

/2

7/

G :\C iv il3

D Pr oj ec ts \2

\C

AD

_F in al \0

4- Pr oj ec tG ra di ng

.d w g;

J an ua ry

7,

- 4 :0

PM

PR

O

JE

C

T

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

G or te m ol le r E ng in ee ri ng , I nc

T ho m as

D ri ve Pa na m a C ity B ea ch

, F L

(8

9-

R eg is tr y N o.

B la ke

R . F ur be e, P

.E

P.

E

. L ic en se

N um be r

BR

F 6

PROPOSED BOAT RAMP

BOUNDARY LINE

PROPOSED GRADING AREA

PROPOSED DOCK

PROPOSED ASPHALT

ITB 26-31 McKenzie Boat Ramp Project 63 of 84

AutoCAD SHX Text

NORTH

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LEGEND

E levation

Station

PIER - ALIGNMENT B-B

-10

-10

5+49 5+60 5+80 6+00 6+20 6+40 6+60

5+49 5+60 5+80 6+00 6+20 6+40 6+60

PROPOSED ASPHALT

10" PILINGS ON 8' CENTER

SEE DETAILS S1-S2

MEAN HIGH

WATER LINE:

0.76'

6' WIDE DOCK

SEE DETAILS S1-S2

MEAN LOW WATER

LINE: -0.44'

4'

EXISTING GRADE

E levation

Station

BOAT RAMP - ALIGNMENT A-A

-10

-10

2+44 2+60 2+80 3+00 3+20 3+40

2+44 2+60 2+80 3+00 3+20 3+40

-2.8%

-15.2%

MHW

MEAN HIGH

WATER LEVEL

MLW

MEAN LOW

WATER LEVEL

PRE-CAST CONCRETE RAMP (PERMITTED

UNDER 0298623-002-003-EE/03 PERMIT).

ASPHALT RECONSTRUCTION (PERMITTED

UNDER 0298623-002-003-EE/03 PERMIT).

RAIL SYSTEM (PERMITTED UNDER

0298623-002-003-EE/03 PERMIT).

RIP-RAP (PERMITTED

UNDER SAJ-2009-03923)

EXISTING GRADE

B oa t R am p an d D oc k

Pr of ile

HORT.= 1":5'

VERT.= 1":4'

SCALE:

HORT.= 1":5'

VERT.= 1":4'

SCALE: G

E

B ay

C ou nt y

B oa rd o f C ou nt y

C om m is si on er s

W

1t h st re et , P an am a C ity , F l

(8

)7

-6

C L

IE

N

T

IF

T

H

IS

L

IN

E D

O

ES

N O

T M

EA

SU

R E

O N

E

IN

C H

IN

LE

N G

TH

, T

H E

SC

AL

ES

O

N T

H

IS

D R

AW

IN

G A

R E

N O

T

VA

LI

D

1"

D

AT

E

C H

EC

KE

D

JO

B

N O

D R

AW

N

-0

SH

EE

T R

EV

IS

IO

N

M cK en zi e B oa t R am p

So ut hp or t, F

L

G

SA

/2

7/

G :\C iv il3

D Pr oj ec ts \2

\C

AD

_F in al \0

5- Pr of ile s.

dw g;

J an ua ry

7,

- 4 :0

PM

PR

O

JE

C

T

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

G or te m ol le r E ng in ee ri ng , I nc

T ho m as

D ri ve Pa na m a C ity B ea ch

, F L

(8

9-

R eg is tr y N o.

B la ke

R . F ur be e, P

.E

P.

E

. L ic en se

N um be r

BR

F

ITB 26-31 McKenzie Boat Ramp Project 64 of 84

AutoCAD SHX Text

MHW

MLW

4'

15.2% Steel Strap

End Stop 90° Bend

W6x20 Beam Rail System

W6x20 Cross Member

8" Thick Pre-Cast Planks

16" Rail (End Stop) Depth

NTS

1"

2"

90°

Groove Tongue

#4 Rebar Epoxy Coated Bi-Directional

10'

30° finish angle of diagonal V-grooves

1:4 1:4

41'

10'

CROSS SECTION C-C

0.5 0.5

2" TYPE SP, TRAFFIC LEVEL C

OBG 6 - GRADED AGGREGATE BASE

12" STABILIZATION BASE

2" SP-9.5 Traffic Level C

OBG 6 - 8" Graded Aggregate Base

12" Stabilization Subgrade

2'

Existing Grade

RipRap

2' 1'

2'

6' Elev. 4.0 to HWL

2"X8"X5' Trimed to Fit Each Side

12" Dia. Piling 8' on Center

GeoSynthetic Fabric

2 Each 2"x10" stringers on Center

Precast Planks

LAUNCHING RAMP (PERMITTED

UNDER 0298623-002-003-EE/03 PERMIT)

WOODED DOCK (PERMITTED

UNDER 0298623-002-003-EE/03

PERMIT) SEE DETAIL SHEET S1-S22'

1'

PRECAST CONCRETE SLAB

NTS

NTS

W6x20 BEAM RAIL SYSTEM W/PRECAST PLANKS

NTS

V-GROOVE DETAIL

CROSS SECTION B-B

NTS

PAVEMENT DETAIL

NTS

C on st ru ct io n D et ai ls G

E B ay C ou nt y B oa rd o f C ou nt y C om m is si on er s

W

1t h st re et

, P an am a

C ity

, F l

(8

)7

-6

C L

IE

N

T

IF

T

H

IS

L

IN

E D

O

ES

N O

T M

EA

SU

R E

O N

E

IN

C H

IN

LE

N G

TH

, T

H E

SC

AL

ES

O

N T

H

IS

D R

AW

IN

G A

R E

N O

T

VA

LI

D

1"

D

AT

E

C H

EC

KE

D

JO

B

N O

D R

AW

N

-0

SH

EE

T R

EV

IS

IO

N

M cK en zi e B oa t R am p

So ut hp or t, F

L

G

SA

/2

7/

G :\C iv il3

D Pr oj ec ts \2

\C

AD

_F in al \0

6- D et ai ls .d w g;

J an ua ry

7,

- 4

:0

PM

PR

O

JE

C

T

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

G or te m ol le r E ng in ee ri ng , I nc

T ho m as

D ri ve Pa na m a C ity B ea ch

, F L

(8

9-

R eg is tr y N o.

B la ke

R . F ur be e, P

.E

P.

E

. L ic en se

N um be r

BR

F 8

ITB 26-31 McKenzie Boat Ramp Project 65 of 84

C on st ru ct io n D et ai ls G

E B ay C ou nt y B oa rd o f C ou nt y C om m is si on er s

W

1t h st re et

, P an am a

C ity

, F l

(8

)7

-6

C L

IE

N

T

IF

T

H

IS

L

IN

E D

O

ES

N O

T M

EA

SU

R E

O N

E

IN

C H

IN

LE

N G

TH

, T

H E

SC

AL

ES

O

N T

H

IS

D R

AW

IN

G A

R E

N O

T

VA

LI

D

1"

D

AT

E

C H

EC

KE

D

JO

B

N O

D R

AW

N

-0

SH

EE

T R

EV

IS

IO

N

M cK en zi e B oa t R am p

So ut hp or t, F

L

G

SA

/2

7/

G :\C iv il3

D Pr oj ec ts \2

\C

AD

_F in al \0

6- D et ai ls .d w g;

J an ua ry

7,

- 4

:0

PM

PR

O

JE

C

T

N O

TI

C

E : T

H E

O

FF

IC

IA

L R

E C

O R

D O

F

TH

IS

S

H E

E T

IS

T

H E

E

LE

C

TR

O N

IC

F

IL

E

S

IG

N E

D A

N D

S E

A

LE

D U

N D

E R

R U

LE

1G

.0

, F .A

.C

G or te m ol le r E ng in ee ri ng , I nc

T ho m as

D ri ve Pa na m a C ity B ea ch

, F L

(8

9-

R eg is tr y N o.

B la ke

R . F ur be e, P

.E

P.

E

. L ic en se

N um be r

BR

F 9

8" Precast Concrete Slabs

OBG 4 - 6" Graded Aggregate Base

6" Compacted Stabilization Sub-base

Reinforced Concrete Per Manufacturer Specs

Geosynthetic Fabric

W6 x 20 Rail (Typ.)

Geosynthetic Fabric

L= 20.0'2' 2'

Rip-Rap

2'

EXISTING GRADE

0.3*L

2'

2'

1'

2'

4'

GENERAL NOTES:

1 - FILTER FABRIC SHALL BE PER FDOT STANDARDS AND SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, SECTION 985.

2 - STONE BEDDING SHALL BE PER FDOT STANDARD ANDSPECIFICATION FOR

ROAD AND BRIDGE CONDTRUCTION, LATEST EDITION, SECTION 530 AND PLACED

AT MINIMUM OF 6" IN DEPTH. MATERIALS SHALL BE EITHER NATURAL STONE

(SECTION 901-2) OR CRUSHED CONCRETE (SECTION 901.5).

3 - RIP RAP RUBBLE SHALL BE PER FDOT STANDARD AND SPECIFICATION FOR

ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, SECTION 530.

EXISTING GRADE

2' 15.2%

2:1

RIP-RAP PREFORMED REVETMENT MAT

STONE BEDDING

GEOSYNTHERIC FABRIC

PRECAST BOAT RAMP SLAB

NTS

RIP-RAP MAT DETAIL

NTS

RIP-RAP BOTTOM MAT TIE TO

EXISTING GRADE DETAIL

NTS

ITB 26-31 McKenzie Boat Ramp Project 66 of 84