Jefferson_Ave_over_Unnamed_Branch_Structure_Plans_100%.pdf

LOCATION MAP

Miles

0 0.5 11 reproduction.

Note: The scale of these plans may have changed due to CONSULTANT PROJECT NO. 502101595

Registry #155

Vendor No. 591294824004

(850)484-6011

Pensacola, Florida 32502

Suite 700

220 West Garden Street

Mott MacDonald

PLANS PREPARED BY:

PENSACOLA

NAVAL AIR

STATION

SHERMAN

FIELD

STATION

CORRY

NTTC

FIELD

SAUFLEY

PENSACOLA

REGIONAL

AIRPORT

McDAVID

ISLAND

ONO PERDIDO

KEY

TO

MOBILE

A

L

A

A

FLOWER

A

B

M

HillWalnut

L

ATMORE

A A B

SANTA

ROSA

CANTONMENT

PENSACOLA

TALLAHASSEE

BASE LINE

TO MILTON

QUINTETTE

INOMOL

CENTURY

A M

FLOMATON

TO

Pensacola Beach

SANTA

ROSA

COUNTY

ISLAND

TO MILTON

d

B a y d i o

Per

TRACOASTAL

NI

WATERWAY

INTRACOASTAL

WATERWAY

B A L D

W

IN

C

O U

N T Y

R i v e r

P e r d i d o

B a y

E s c a m b i a

O F

P e n s a c o l a

G U

L F

M E

X I C

O

E a s t

B a y

E s c a m b i a

R i v e r

B a y

ESCAMBIA COUNTY

A

C O

U N

T Y

S A

N T

A

R O

S A

10 9

27 28

29 31

2 1

3 2

14 13

11 12

18 16

11 12

5 4

29 28

31 9

53 2

3 5

36 31

15 14

22 23

18 17

3 2

1 6

13 18

4 3

20 21

16 15

13 18

2 1

8 9

1814 13

34 35

2119 20

31 32

24 19

27 26 25

14 13

4 3

8 9

20 21

6 5

31 32

8 9

3 2

20 22

23 24

30 29

19 20

18 17

19 20

31 32

3534 3136 32 33 34

31 32 3433 36

33 34

T R

A N S

C S

X

C S

X

S S

S Y S

T E

M

S E

A B

O A

R D

ST. L.S.F. RY.

RY.LST SF

R O

A D

I L

R A

R Y

.S F

L S

T

R R

R R

R A I L

W A

Y F

R A

N C I S

C O

S A

N A

N D

S T

L O

U I S

4A

4A

4A

99A

99A

97A

97A

97A

297A

297A

Power

I psco

Eagle

Goulding dgeE

Big

Power

I psco

Eagle

Goulding dgeE

Big

SHEET DESCRIPTIONSHEET NO.

INDEX OF STRUCTURE PLANS

PROJECT SITE

ENGINEERING DEPARTMENT

ESCAMBIA COUNTY, FLORIDA

THE TOWN OF CENTURY

PLANS PROPOSED FOR

STRUCTURE PLANS

This drawing is the property of Mott MacDonald Florida, LLC., and may not be reproduced without written permission. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald was commissioned. Mott MacDonald accepts no responsibility for this document to any party other than the person or entity by whom it was commissioned.

N O

T I C

E

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

PROJECT MANAGER:

REG. FL ENG. NO:

SECTION/TOWNSHIP/RANGE:DISTRICT:

PROJECT ENGINEER:

SIGNATURE: DATE:

51391BART F. HENDRICKS, P.E.

SHEET NUMBER:

5 / 5N / 30W

R U

S

/4

/2

:1

:2

P

M Z

S

T R

U C

T \5

C

D B

G \J e f f e r s o n \D r a w in g s \S tr u c t\

B

K e y s h e e t.

d g n

30.972 N, 87.251 W

Bridge Location

R

R

B-01

T o M cD a vi d

To Jay

T o

F lo m a to n

REHABILITATION

JEFFERSON AVE OVER UNNAMED BRANCH

AUGUST 2026

100% SUBMITTAL

BORING LOGS (2 OF 2) (for information only)B1-04

BORING LOGS (1 OF 2) (for information only)B1-03

SECTIONS AND DETAILSB1-02

PLAN VIEWB1-01

SUMMARY OF STRUCTURE QUANTITIESBQ1-01

GENERAL NOTESB-02

KEYSHEET & INDEX OF DRAWINGSB-01

MIKE SEGARS

2025.084/.085

170001-021

NUMBER

SURVEY

NUMBER

PROJECT

F B

-1

-0

P

P -7

-7

-5

N -3

W

NUMBER

DRAWING

N U

M B

E R

R E

V

IS

IO

N

S

W E

R

D R

A W

N B

Y

D A

T E

A P

P R

O V

E D

B Y

A U

G U

S T

D A

T E

F

IE

L D

B O

O K

P

A G

E S

B F

H

D A

T E

R

E G

F

L A

E

N G

N

O

D E

S

IG

N E

D B

Y

R H

B

S

IG

N A

T U

R E

C H

E C

K E

D

B Y

S E

C T

IO

N

T

O W

N S

H

IP

R

A N

G E

P R

O J E

C T

M A

N A

G E

R

M

IK

E S

E G

A R

S

D

IS

T R

IC

T

SHEET

D

E D

-5

-4

B

-B -F

C

C F

A

G F

C E

N T

U R

Y B

R

ID

G E

R E

P L

A C

E M

E N

T

H S

O

C D

B G

-D R

C H

A N

G E

I N

C O

R P

O R

A T

IO

N e ll o w

H ig h L ig h te r)

C H

E C

K E

R

R P

(R e d

P e n

X -O u t to D is a g rr e e o r R e m a rk

O R

IG

IN

A T

O R

Q o rr e c t

(G re e n

H ig h li g h te r)

C h a n g e

R e d

P e n

P R

O D

U C

T

IO

N C

H E

C K

IN

G

C O

M P

L E

T E

R

E A

D Y

F O

R S

U B

M

IT

T A

L R

E V

IE

W

R

P

O R

IG

IN

A T

O R

R

P

P H

A S

V

IE

W

S

IG

N A

T U

R E

D A

T E

D A

T E

D A

T E

D A

T E

R E

M A

R K

I N

C O

R P

O R

A T lu e H ig h li g h te r)

V E

R

IF

IC

A

T

IO

N

C H

E C

K E

R

Q

(B lu e H ig h li g h te r)

O R

IG

IN

A T

O R

V E

R

IF

IC

A

T rr e c t

(P in k H ig h li g h te r)

D A

T E

D A

T E

D A

T E

D A

L E

E

L O

N G

P

.E

E X

C E

L L

E N

C E

I N

E N

G

IN

E E

R

IN

G S

E R

V

IC

E

T u rk e y

B lu ff R o a d

N a v a rr e

F lo ri d a p

(8

-5

C E

R T

IF

IC

A T

E O

F A

U T

H O

R

IZ

A T

IO

N

C

A -3

100% Submittal B-02

G E

N E

R A

L N

O T

E S

J E

F F

E R

S O

N A

V E

N U

E C

U L

V E

R T expensive of the contract documents options.

to bid. Conflicts which are not identified prior to bid shall be controlled and constructed according to the most

Report conflicts between plans, specifications, and other contract documents in writing to the engineer of record prior 4.

provide no less quality than a comparable APL product.

be accepted if they meet all the requirements of the Specifications and Specifications. Substitute products will only

e. Approved material refers to a product on the FDOT Approved Products List (APL) or as referenced in the

d. Testing requirements that exceed the requirements of the County are not applicable.

c. FDOT Submittal requirements are not applicable.

b. Methods of payment and Pay Item Numbers are not applicable.

a. Division I General Requirements & Covenants shall be excluded and not applicable.

Construction (latest edition) with the following exceptions:

All work, unless otherwise indicated, shall conform to the FDOT Standard Specifications for Road and Bridge 3.

PublicWorks/Engineering.html

Escambia County General Paving and Drainage Technical Specifications. http://co.escambia.fl.us/Bureaus/ 2.

http://www.dot.state.fl.us/programmanagement/ Implemented/SpecBooks/default.shtm

FY 2025-26 Standard Specifications for Road and Bridge Construction, as amended by Contract Documents.

Florida Department of Transportation, FY 2026-27 Standard Plans and revised Index Drawings as appended herein, and 1.

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

FDOT Design Manual dated January 2026.3.

Bridge Design Specifications, [9th] Edition and all subsequent interims.

American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor (LRFD) 2.

FDOT Structures Manual dated January 2026.1.

DESIGN SPECIFICATIONS

GENERAL NOTES

provide all facilities required for a thorough inspection of workmanship.

The site is open to inspection for Escambia County Engineering Department or EOR personnel. The contractor shall11.

the Escambia County Engineering Department and EOR prior to submission of bid.

No substitutions or modifications are allowed to the Specifications or specified materials unless authorized by10.

the plans shall be used. Follow all manufacturer's installation instructions.

Means and methods are the responsibility of the contractor, but the specified materials and specific directions shown in 9.

guarantee a safe work zone shall be the responsibility of the contractor.

The contractor is responsible for maintaining a safe work zone. Any additional barriers, barricades and signage needed to 8.

approved traffic control plan.

Contractor shall limit work area to the available roadway shoulder and the roadway lane closure corresponding to the 7.

damaged by construction operations are to be replaced or repaired as directed by the Escambia County engineer.

Vegetation on R/W and easements shall be restored to original condition unless otherwise noted on plan sheets. All items adjacent property and the public. Each contractor is solely responsible for damage or injury due to his act or neglect.

Protect existing bridge structure, roadway, R/W, and utilities from all damage. Each contractor shall protect his work, 6.

flerosioncontrolmanuald730f0544e0547c9898d375364f2a5f7.pdf?sfvrsn=ae35b76a_2) source/programmanagement/implemented/urlinspecs/files/ by the EOR. Install turbidity barrier as shown on plan view. (https://fdotwww.blob.core.windows.net/sitefinity/docs/default-remain in place until associated distrurbed areas are stabilized as to reduce sediment runoff, unless otherwise directed

Designer and Reviewer Manual, including but not limited to items indicated on the plans. All erosion control measures shall providing silt fence, staked hay bales, or other measures as required by the Florida Erosion and Sediment Control

Take steps to prevent erosion and any off site sediment transport resulting from increased runoff during construction by 5.

Dispose of construction debris and debris in channel properly in approved disposal sites.4.

The contractor shall not bring any hazardous materials as identified by State law on to the project.3.

engineer.

Comply with all conditions and stipulations of the construction permits and the approvals issued by the Escambia County 2.

instructions from the EOR.

any discrepancies in writing to the EOR. Do not change size or dimensions of structural members without written

Review all contract documents, dimensions and site conditions and coordinate with field dimensions prior to bidding. Report 1.

SITE CONDITIONS:

Front Face of Backwall-FFBW

Engineer of Record-EOR

Existing-Exist.

Corrugated Metal Pipe-CMP

Approximate-Approx.

ABBREVIATIONS:

directly above the riprap.

Flowable fill placed over riprap shall be deposited through tremies or discharged directly from the pump hose 5.

line as the voids are filled.

Place flowable fill in eroded areas by placing the line at the deep/back point of the areas and withdrawing the 4.

Pump flowable fill with sufficient pressure to displace water and completely fill voids.3.

Remove debris and vegetation from areas to receive flowable fill.2.

b. Verify mix design and pumpability with concrete supplier and submit final mix design for approval.

SC, 0.5 Gallons Sikament 610.

LB Portland Cement, 500 LB Flyash, 1,870 LB Sand, 870 LB Pea Gravel, 40 Gallons Water, 1 Gallon Sikament 100

a. The flowable fill mix shall be designed for placement under water with the following mix characteristics: 150 changes:

Flowable fill shall meet the requirements of Section 121 of the FDOT Specifications with the following noted 1.

FLOWABLE FILL:

Perforate riprap bags and thorougly wet following placment.4.

Drive a #4 reinforcement bar through each stack of riprap bags and extend a minimum of 2'-0" into the ground.3.

Stagger the placement of successive riprap layers to offset the joint approximately 9".2.

Sand-Cement riprap shall be Sakrete or Quikrete Rip Rap - Scrim in 60 LB or 80 LB bags.1.

SAND-CEMENT RIPRAP:

the riprap is included in the cost of flowable fill.

Following placement, riprap shall be grouted to fill voids between rocks with flowable fill. The cost of grouting 6.

Do not place riprap in a position which will block flow into the pipe culverts.5.

All materials, labor, and equipment required to install riprap shall be included in the cost of the riprap.4.

shall be in accordance with Section 514.

Install riprap over Type D-2 filter fabric. Filter fabric shall meet FDOT Section 985 requirements. Splice length 3.

Install riprap to the minimum blanket thickness specified in the plans by section.2.

Riprap shall meet ALDOT Specifications Section 814 Class II requirements.1.

RUBBLE RIPRAP:

flaggers on a Monday.

required in accordance with the county specifications. Do not begin a lane closure or operations requiring and the Escambia County Guidelines for Maintenance of Traffic, latest edition. Lane closures and MOT approval are

Maintenance of traffic shall conform to the Manual for Uniform Traffic Control Devices (MUTCD), latest edition, 2.

approved traffic control procedures including flaggers. Contruction notification signage is required.

is required, but partial lane closures required to deliver equipment or materials shall be performed using

The roadway is open and will remain open for the duration of this rehabilitation project. No traffic control plan 1.

TRAFFIC CONTROL:

Water may be diverted to one side or the other as desired at no additional project cost.3.

Riprap and flowable fill may be placed in flowing water. 2.

Work is anticipated to take place during a dry period with low-water conditions. 1.

DE-WATERING:

prior to starting construction.

Contractor shall verify all dimensions, elevations and angles shown for existing items that affect construction3.

Do not scale drawings; Use dimensions. Drawing scales may have been changed by reproduction.2.

All dimensions in these plans are measured in feet either horizontally or vertically unless otherwise noted.1.

PLAN DIMENSIONS:

e. Maintenance of traffic.

d. Clearing and removing vegetation.

c. Placing flowable fill to fill the voids underneath the concrete slope protection along the east and west sides.

b. Placing filter fabric, rubble riprap, and sand-cement riprap in areas to receive flowable fill.

a. Cleaning loose soil and debris from areas to receive riprap and flowable fill.

the damage caused by flooding and erosion. The scope of work includes:

The purpose of this project is to perform activities on the Jefferson Avenue over Unnamed Branch Pipe Culverts to repair 1.

GENERAL:

NUMBER

SURVEY

NUMBER

PROJECT

F B

-1

-0

P

P -7

-7

-5

N -3

W

NUMBER

DRAWING

N U

M B

E R

R E

V

IS

IO

N

S

W E

R

D R

A W

N B

Y

D A

T E

A P

P R

O V

E D

B Y

A U

G U

S T

D A

T E

F

IE

L D

B O

O K

P

A G

E S

B F

H

D A

T E

R

E G

F

L A

E

N G

N

O

D E

S

IG

N E

D B

Y

R H

B

S

IG

N A

T U

R E

C H

E C

K

S E

C T

IO

N

T

O W

N S

H

IP

R

A N

G E

P R

O J E

C T

M A

N A

G E

R

M

IK

E S

E G

A R

S

D

IS

T R

IC

T

SHEET

D

E D

-5

-4

B

-B -F

C

C F

A

G F

C E

N T

U R

Y B

R

ID

G E

R E

P L

A C

E M

E N

T

H S

O

C D

B G

-D R

C H

A N

G E

I N

C O

R P

O R

A T e ll o w

H ig h L ig h te r)

C H

E C

K E

R

R d

P e n

X -O u t to D is a g rr e e o r R e m a rk

O R

IG

IN

A T

O R

Q rr e c t

(G re e n

H ig h li g h te r)

C h a n g e

R e d

P e n

P R

O D

U C

T

IO

N C

H E

C K

IN

G

C O

M P

L E

T E

R

E A

D Y

F O

R S

U B

M

IT

T A

L R

E V

IE

W

R

P

O R

IG

IN

A T

O R

R

P

P H

A

V

IE

W

S

IG

N A

T U

R E

D A

T E

D A

T E

D A

T E

D A

T E

R E

M A

R K

I N

C O

R P

O R

A T lu e H ig h li g h te r)

V E

R

IF

IC

A

T

IO

N

C H

E C

K E

R

Q e H ig h li g h te r)

O R

IG

IN

A T

O R

V E

R

IF

IC

A

T rr e c t

(P in k H ig h li g h te r)

D A

T E

D A

T E

D A

T E

D A

L E

E

L O

N G

P

.E

E X

C E

L L

E N

C E

I N

E N

G

IN

E E

R

IN

G S

E R

V

IC

E

T u rk e y

B lu ff R o a d

N a v a rr e

F lo ri d a p

(8

-5

C E

R T

IF

IC

A T

E O

F A

U T

H O

R

IZ

A T

IO

N

C

A -3

100% Submittal

SUMMARY OF STRUCTURE QUANTITIES

NO.

PAY ITEM

PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

B1 flaggers, MOT Plan) signs, lane closure cones, lane closure

Maintenance of Traffic (construction zone

LS 1.0 1.0

B2 Debris Removal (trash and vegatation removal) TN 3.0 3.0

B3 Water Diversion and Dewatering LS 1.0 1.0

B4 Channel Excavation CY 10.5 10.5

B5 Flowable Fill CY 23.4 23.4

B6 TN 29.4 29.4Riprap-Rubble

102.0

B10 Pavement

Cleaning & Sealing Joints - Concrete

LF 129.0 129.0

195.0

B13 Coat Existing Guardrail LS 1.0 1.0

B14 Anchorage

Guardrail End Treatment - Trailing EA 2.0 2.0

Terminal

Guardrail End Treatment - Parallel Approach EA 2.0 2.0

Floating Turbidity Barrier LF 40.0 40.0

Performance Turf - Sod SY 200.0 200.0

Cleaning & Coating CMP PipeB9

Concrete Pavement

Cleaning and Sealing Random Cracks-B11 LF 195.0

B15

B16

B17

LF 102.0

Guardrail - Roadway, General/Low Speed TL-2B12 LF 75.0 75.0

Erosion Control - Sediment Barrier LS 1.0 1.0B18

144.0144.0SFFilter FabricB8

Riprap-Sand CementB7 CY 1.6 1.6

BQ1-01

S U

M M

A R

Y O

F S

T R

U C

T U

R E

Q U

A N

T

IT

IE

S

J E

F F

E R

S O

N A

V E

N U

E C

U L

V E

T

58 59

59 58

55 54

2025.084/.085

170001-021

NUMBER

SURVEY

NUMBER

PROJECT

F B

-1

-0

P

P -7

-7

-5

N -3

W

NUMBER

DRAWING

N U

M B

E R

R E

V

IS

IO

N

S

W E

R

D R

A W

N B

Y

D A

T E

A P

P R

O V

E D

B Y

A U

G U

S T

D A

T E

F

IE

L D

B O

O K

P

A G

E S

B F

H

D A

T E

R

E G

F

L A

E

N G

N

O

D E

S

IG

N E

D B

Y

R H

B

S

IG

N A

T U

R E

C H

E C

K

S E

C T

IO

N

T

O W

N S

H

IP

R

A N

G E

P R

O J E

C T

M A

N A

G E

R

M

IK

E S

E G

A R

S

D

IS

T R

IC

T

SHEET

D

E D

-5

-4

B

-B -F

C

C F

A

G F

C E

N T

U R

Y B

R

ID

G E

R E

P L

A C

E M

E N

T

H S

O

C D

B G

-D R

C H

A N

G E

I N

C O

R P

O R

A T e ll o w

H ig h L ig h te r)

C H

E C

K E

R

R d

P e n

X -O u t to D is a g rr e e o r R e m a rk

O R

IG

IN

A T

O R

Q rr e c t

(G re e n

H ig h li g h te r)

C h a n g e

R e d

P e n

P R

O D

U C

T

IO

N C

H E

C K

IN

G

C O

M P

L E

T E

R

E A

D Y

F O

R S

U B

M

IT

T A

L R

E V

IE

W

R

P

O R

IG

IN

A T

O R

R

P

P H

A

V

IE

W

S

IG

N A

T U

R E

D A

T E

D A

T E

D A

T E

D A

T E

R E

M A

R K

I N

C O

R P

O R

A T lu e H ig h li g h te r)

V E

R

IF

IC

A

T

IO

N

C H

E C

K E

R

Q e H ig h li g h te r)

O R

IG

IN

A T

O R

V E

R

IF

IC

A

T rr e c t

(P in k H ig h li g h te r)

D A

T E

D A

T E

D A

T E

D A

L E

E

L O

N G

P

.E

E X

C E

L L

E N

C E

I N

E N

G

IN

E E

R

IN

G S

E R

V

IC

E

T u rk e y

B lu ff R o a d

N a v a rr e

F lo ri d a p

(8

-5

C E

R T

IF

IC

A T

E O

F A

U T

H O

R

IZ

A T

IO

N

C

A -3

100% Submittal

Plan View

Min.

10'-0"

Min.

25'-0"

B

B

A

A

Min.

7'-0"

± Sand Cement Riprap

B

M in

Min.

10'-0" Sand Cement Riprap

M in

- Water Flow Direction

- Riprap

- Direction of Traffic

- Flowable Fill

- Sand Cement Riprap

8'-0"8'-0"

Legend

B1-01

P L

A N

V

IE

W

J E

F F

E R

S O

N A

V E

N U

E C

U L

V E

R T

Barrier

Floating Turbidity

B

M in

¡ Jefferson Ave.

under & in front of pipes

Flowable Fill, 6" thick under concrete

Flowable Fill, 48" thick 4'-0"x4'-0"x2'-6"

Flowable Fill

6'-0"x1'-0"x6"

Flowable Fill

Grouted Riprap

4'-0"x4'-0"x1'-2"

Place Flowable Fill slope protection

Exist Concrete

9'-9" Crack

41'-4"

3'-0"x1'-6"x8"

Flowable Fill

8'-0"x8'-0"x6"

Flowable Fill 6'-3"x1'-8"x8"

Flowable Fill

8'-0"x8'-0"x6"

Flowable Fill

3'-0"x1'-9"x8"

Flowable Fill slope protection

Exist. concrete along � Rdwy

1"x1" Crack

" Crack8 111'-6"x

Crack

"8 111'-6"x

1'-0"x4'-0"x1'-0"

Flowable Fill

1'-0"x8'-0"x2'-0"

Flowable Fill coating with Bituminous

Coat inside of CMP

Crack

"8 111'-6"x

Crack

"8 118'-0"x

Crack

" 8 117'-0"x

Sta. 0+65.68

Begin Guardrail

Sta. 1+53.18

End Guardrail

Sta. 0+78.55

End Guardrail

Sta. 1+66.03

Begin Guardrail

Guardrail

Paint Exist.

Guardrail

Paint Exist.

from Runoff

Exist. Erosion

NOTES:

1. Pipe culverts and slope protection are drawn from approximate field measurements. No existing plans are available.

2. See Sheet B1-02 for Sections A-A and B-B.

3. Perform cleaning and clearing operations to remove the loose debris that has filled in eroded and scoured areas to ensure proper riprap and flowable fill placement. Cut vegetation as needed but do not remove roots which are providing slope stabilization.

4. Place filter fabric and riprap on the west side in front of the voids between and beside pipe culverts.

5. Place sand cement riprap in all locations shown and pin to the ground with a #4 bar driven through the center of each riprap bag with 2'-0" minimum embedment into the soil below the riprap. For most cases use a 2'-6" long bar for a single layer of sand cement riprap and 3'-0" long bar for a double layer.

6. Install a flowable fill form on top of the riprap on the west side as shown in Section B-B.

Brace with timber as required to withstand the flowable fill pressure.

7. Place flowable fill in a manner which will fill all voids without creating air pockets. Fill voids below the existing concrete slope protection.

8. Place flowable fill over the riprap on the west side to fill voids between the rocks. The flowable fill does not need to be placed above the top of the riprap surface.

9. Use temporary sheet piles or a bladder system along with de-watering to divert the water to one pipe while working on the other pipe and channel areas as needed.

10.Clean the pipes according to the coating manufacturer's written instructions prior to applying the coating. Coat all interior surfaces of the pipes using 3 coats of a bituminous pipe coating material.

11.Use a rust resitant zinc rich galvanizing paint on existing W-Beam guardrail panels to prevent further rust and corrosion.

12.Remove flared end units from existing guardrial in order to splice W-Beam panels with new guardrail.

NUMBER

SURVEY

NUMBER

PROJECT

F B

-1

-0

P

P -7

-7

-5

N -3

W

NUMBER

DRAWING

N U

M B

E R

R E

V

IS

IO

N

S

W E

R

D R

A W

N B

Y

D A

T E

A P

P R

O V

E D

B Y

A U

G U

S T

D A

T E

F

IE

L D

B O

O K

P

A G

E S

B F

H

D A

T E

R

E G

F

L A

E

N G

N

O

D E

S

IG

N E

D B

Y

R H

B

S

IG

N A

T U

R E

C H

E C

K

S E

C T

IO

N

T

O W

N S

H

IP

R

A N

G E

P R

O J E

C T

M A

N A

G E

R

M

IK

E S

E G

A R

S

D

IS

T R

IC

T

SHEET

D

E D

-5

-4

B

-B -F

C

C F

A

G F

C E

N T

U R

Y B

R

ID

G E

R E

P L

A C

E M

E N

T

H S

O

C D

B G

-D R

C H

A N

G E

I N

C O

R P

O R

A T e ll o w

H ig h L ig h te r)

C H

E C

K E

R

R d

P e n

X -O u t to D is a g rr e e o r R e m a rk

O R

IG

IN

A T

O R

Q rr e c t

(G re e n

H ig h li g h te r)

C h a n g e

R e d

P e n

P R

O D

U C

T

IO

N C

H E

C K

IN

G

C O

M P

L E

T E

R

E A

D Y

F O

R S

U B

M

IT

T A

L R

E V

IE

W

R

P

O R

IG

IN

A T

O R

R

P

P H

A

V

IE

W

S

IG

N A

T U

R E

D A

T E

D A

T E

D A

T E

D A

T E

R E

M A

R K

I N

C O

R P

O R

A T lu e H ig h li g h te r)

V E

R

IF

IC

A

T

IO

N

C H

E C

K E

R

Q e H ig h li g h te r)

O R

IG

IN

A T

O R

V E

R

IF

IC

A

T rr e c t

(P in k H ig h li g h te r)

D A

T E

D A

T E

D A

T E

D A

L E

E

L O

N G

P

.E

E X

C E

L L

E N

C E

I N

E N

G

IN

E E

R

IN

G S

E R

V

IC

E

T u rk e y

B lu ff R o a d

N a v a rr e

F lo ri d a p

(8

-5

C E

R T

IF

IC

A T

E O

F A

U T

H O

R

IZ

A T

IO

N

C

A -3

100% Submittal B1-02

S E

C T

IO

N

S A

N D

D E

T A

IL

S

J E

F F

E R

S O

N A

V E

N U

E C

U L

V E

R T

4'-0"

M in

6"2'-0"2'-6"

2'-0"

C

M P

V a r ie s t o

2'-0"

1'-2"End of Pipe

Filter Fabric

Timber Form

CMP

CMP

Concrete Slope Protection

Concrete Slope Protection

Flowable Fill

1'-8"±

3"±

Riprap

#4x3'-0"

SECTION A-A

in other areas.

Use 1 or 2 layers as needed

Sand-Cement Riprap

Corrugated Metal Pipe (CMP)

Sand-Cement Riprap

Flowable Fill

#4x2'-6"

2'-0"

SECTION B-B

NOTES:

1. Work this sheet with Sheet B1-01.

2. Filter fabric shall be Type D-2 in accordance with Specifiations Section 985.

Splice length shall be in accordance with Specifications Section 514.

3. Place flowable fill to completely fill voids without creating air pockets. Use a timber form or sand-cement riprap to create a grout dam to hold the flowable fill in place.

4. Sand-cement riprap shown in Section A-A is typical for placing flowable fill in other locations under the existing concrete slope protection. Timber forms may be substituted for the sand-cement riprap in these locations with no change in price.

The sand-cement riprap shown in Section B-B cannot be changed.

5. Pin all sand-cement bags with a #4 bar driven through the middle of the bags to a depth of 2'-0" minimum embedment in the soil below the bags.

6. Grout all riprap to place flowable fill in gaps between rocks.

Flowable Fill

6'-4" 3'-10"

EL: 50.60'

Observed High Water

EL: 53.36'

Normal High Water

Exist. Gradeline

B/ CMP

1.5

NUMBER

SURVEY

NUMBER

PROJECT

F B

-1

-0

P

P -7

-7

-5

N -3

W

NUMBER

DRAWING

N U

M B

E R

R E

V

IS

IO

N

S

W E

R

D R

A W

N B

Y

D A

T E

A P

P R

O V

E D

B Y

A U

G U

S T

D A

T E

F

IE

L D

B O

O K

P

A G

E S

B F

H

D A

T E

R

E G

F

L A

E

N G

N

O

D E

S

IG

N E

D B

Y

R H

B

S

IG

N A

T U

R E

C H

E C

K

S E

C T

IO

N

T

O W

N S

H

IP

R

A N

G E

P R

O J E

C T

M A

N A

G E

R

M

IK

E S

E G

A R

S

D

IS

T R

IC

T

SHEET

D

E D

-5

-4

B

-B -F

C

C F

A

G F

C E

N T

U R

Y B

R

ID

G E

R E

P L

A C

E M

E N

T

H S

O

C D

B G

-D R

C H

A N

G E

I N

C O

R P

O R

A T e ll o w

H ig h L ig h te r)

C H

E C

K E

R

R d

P e n

X -O u t to D is a g rr e e o r R e m a rk

O R

IG

IN

A T

O R

Q rr e c t

(G re e n

H ig h li g h te r)

C h a n g e

R e d

P e n

P R

O D

U C

T

IO

N C

H E

C K

IN

G

C O

M P

L E

T E

R

E A

D Y

F O

R S

U B

M

IT

T A

L R

E V

IE

W

R

P

O R

IG

IN

A T

O R

R

P

P H

A

V

IE

W

S

IG

N A

T U

R E

D A

T E

D A

T E

D A

T E

D A

T E

R E

M A

R K

I N

C O

R P

O R

A T lu e H ig h li g h te r)

V E

R

IF

IC

A

T

IO

N

C H

E C

K E

R

Q e H ig h li g h te r)

O R

IG

IN

A T

O R

V E

R

IF

IC

A

T rr e c t

(P in k H ig h li g h te r)

D A

T E

D A

T E

D A

T E

D A

L E

E

L O

N G

P

.E

E X

C E

L L

E N

C E

I N

E N

G

IN

E E

R

IN

G S

E R

V

IC

E

T u rk e y

B lu ff R o a d

N a v a rr e

F lo ri d a p

(8

-5

C E

R T

IF

IC

A T

E O

F A

U T

H O

R

IZ

A T

IO

N

C

A -3

100% Submittal

Avenue Culvert Repair dated 03/17/2026.

been signed and sealed by Keith V. Jacobs, PE, FL Reg. #66577, in the Report of Geotechnical Exploration Jefferson

This sheet is part of early engineering work and is included in the plan set for information only. This information has

NOTE:

B1-03

B O

R

IN

G L

O G

S

O

F

J E

F F

E R

S O

N A

V E

N U

E C

U L

V E

NUMBER

SURVEY

NUMBER

PROJECT

F B

-1

-0

P

P -7

-7

-5

N -3

W

NUMBER

DRAWING

N U

M B

E R

R E

V

IS

IO

N

S

W E

R

D R

A W

N B

Y

D A

T E

A P

P R

O V

E D

B Y

A U

G U

S T

D A

T E

F

IE

L D

B O

O K

P

A G

E S

B F

H

D A

T E

R

E G

F

L A

E

N G

N

O

D E

S

IG

N E

D B

Y

R H

B

S

IG

N A

T U

R E

C H

E C

K

S E

C T

IO

N

T

O W

N S

H

IP

R

A N

G E

P R

O J E

C T

M A

N A

G E

R

M

IK

E S

E G

A R

S

D

IS

T R

IC

T

SHEET

D

E D

-5

-4

B

-B -F

C

C F

A

G F

C E

N T

U R

Y B

R

ID

G E

R E

P L

A C

E M

E N

T

H S

O

C D

B G

-D R

C H

A N

G E

I N

C O

R P

O R

A T e ll o w

H ig h L ig h te r)

C H

E C

K E

R

R d

P e n

X -O u t to D is a g rr e e o r R e m a rk

O R

IG

IN

A T

O R

Q rr e c t

(G re e n

H ig h li g h te r)

C h a n g e

R e d

P e n

P R

O D

U C

T

IO

N C

H E

C K

IN

G

C O

M P

L E

T E

R

E A

D Y

F O

R S

U B

M

IT

T A

L R

E V

IE

W

R

P

O R

IG

IN

A T

O R

R

P

P H

A

V

IE

W

S

IG

N A

T U

R E

D A

T E

D A

T E

D A

T E

D A

T E

R E

M A

R K

I N

C O

R P

O R

A T lu e H ig h li g h te r)

V E

R

IF

IC

A

T

IO

N

C H

E C

K E

R

Q e H ig h li g h te r)

O R

IG

IN

A T

O R

V E

R

IF

IC

A

T rr e c t

(P in k H ig h li g h te r)

D A

T E

D A

T E

D A

T E

D A

L E

E

L O

N G

P

.E

E X

C E

L L

E N

C E

I N

E N

G

IN

E E

R

IN

G S

E R

V

IC

E

T u rk e y

B lu ff R o a d

N a v a rr e

F lo ri d a p

(8

-5

C E

R T

IF

IC

A T

E O

F A

U T

H O

R

IZ

A T

IO

N

C

A -3

100% Submittal dated 03/17/2026.

Exploration Jefferson Avenue Culvert Repair

PE, FL Reg. #66577, in the Report of Geotechnical been signed and sealed by Keith V. Jacobs, information only. This information has work and is included in the plan set for

This sheet is part of early engineering

NOTE:

B1-04

B O

R

IN

G L

O G

S

O

F

J E

F F

E R

S O

N A

V E

N U

E C

U L

V E