CR_4_Guardrail_Replacement_Plans_051126.pdf

PDF 3 MB Posted Jun 11, 2026

Attached to: West Highway 4 Resurfacing and Roadway Improvements
Solicitation number: PD 25-26.085
Issued by: Escambia County, Florida

About this file

Written by GovTribe AI · Jun 25, 2026

This document is a set of construction plans prepared by Mott MacDonald for Escambia County, Florida, detailing the proposed guardrail replacements on County Road 4. The project encompasses five distinct guardrail installation locations along Highway 4, spanning from station 64+15.00 to station 441+00.00. The scope of work includes the installation of 3,156.5 linear feet of TL-3 guardrail, removal of 885 linear feet of existing guardrail, installation of 20 parallel approach terminal end treatments, one transition connection to rigid barrier, and placement of 52.6 tons of miscellaneous asphalt pavement. The plans indicate five specific project locations: Location 1 at STA 66+00.00 (631.25 LF of new guardrail with 300 LF removal), Location 2 at STA 107+50.00 (487.5 LF new guardrail), Location 3 at STA 136+75.00 (481.25 LF new guardrail with 180 LF removal), Location 4 at STA 155+25.00 (500 LF new guardrail), and Location 5 at STA 437+00.00 (1,056.5 LF new guardrail with 405 LF removal). The plans are issued for construction as of April 2026 and include typical details for guardrail installation, approach terminal assemblies, and connections to existing rigid barriers.

The project specifications require compliance with FDOT Standard Specifications for Road and Bridge Construction and the latest Escambia County Technical Specifications. Work includes mobilization, maintenance of traffic management, and miscellaneous asphalt placement with a 3-foot-wide strip under guardrail installations. Special provisions are noted for encased posts used for shallow mounting at locations over concrete box culverts, with approximately 10 anticipated at Location 1 and 16 at Location 3. The plans were designed by Mott MacDonald under Project Number 386213, with Bart F. Hendricks, P.E. serving as the project engineer and John Rosenau as the project manager. The document is digitally signed and sealed under Florida Administrative Code Rule 61G15-23.004, and the drawings are the property of Mott MacDonald Florida, LLC., with reproduction prohibited without written permission. Related contract documentation indicates this work is coordinated with a broader West Highway 4 resurfacing and roadway improvements project that includes roadway milling, overlay installation, and right-of-way restoration, with milling material to be retained and managed by the Escambia County Road Department.

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File	Type	Posted
West_Highway_4_Resurfacing_and_Roadway_Improvements.pdf	PDF	Jun 15, 2026
CR4_Resurfacing_Plans_2026_05_07.pdf	PDF	Jun 11, 2026
Escambia_County_Technical_Specifications_07.01.2020.pdf	PDF	Jun 11, 2026

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PENSACOLA

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SHERMAN

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LOCATION MAP

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STATE OF

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No 51391

KCI

RDNEH .F TR

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ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

reproduction.

Note: The scale of these plans may have changed due to

County Technical Specifications.

listed in these plans or related documents or the Escambia applicable to any specification refered herein or otherwise Requirements and Covenants, shall be excluded and not Bridge Construction, Latest Edition, Division I, General Any reference to FDOT Standard Specifications for Road and latest Escambia County Technical Specifications.

These plans have been prepared in accordance with the

CONSULTANT PROJECT NO. 386213

Registry #155 Vendor No. 591294824004 (850)484-6011 Pensacola, Florida 32502 Suite 700 220 West Garden Street Mott MacDonald

PLANS PREPARED BY:

TYPICAL DETAILSB-09

GUARDRAIL PLAN LOCATION 5 EASTB-08

GUARDRAIL PLAN LOCATION 5 WESTB-07

GUARDRAIL PLAN LOCATION 4B-06

GUARDRAIL PLAN LOCATION 3B-05`

GUARDRAIL PLAN LOCATION 2B-04

GUARDRAIL PLAN LOCATION 1B-03

SUMMARY OF QUANTITIESB-02

KEYSHEET & INDEX OF DRAWINGSB-01

STA: 66+00.00±

Guardrail Location 1

PROJECT SITE

PROJECT MANAGER:

REG. FL ENG. NO:

SECTION/TOWNSHIP/RANGE:DISTRICT:

PROJECT ENGINEER:

SIGNATURE: DATE:

JOHN ROSENAU

51391BART F. HENDRICKS, P.E.

N O

T H

E O

F F

L R

E C

O R

D O

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S H

E E

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-2

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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.

SHEET NUMBER:

ENGINEERING DEPARTMENT

ESCAMBIA COUNTY, FLORIDA

BOARD OF COUNTY COMMISSIONERS

PLANS PROPOSED FOR

STRUCTURE PLANS

COMMISSIONERS

DISTRICT 5

DISTRICT 4

DISTRICT 3

DISTRICT 2

DISTRICT 1

INDEX OF STRUCTURE PLANS

SHEET NO. SHEET DESCRIPTION

B-01

STEVEN BARRY

ASHLEE HOFBERGER (Vice Chair)

LUMON MAY

MIKE KOHLER (Chairman)

STEVE STROBERGER

REPLACEMENTS

CR 4 GUARDRAIL

APRIL 2026

FOR CONSTRUCTION

To Century

STA: 437+00.00±

Guardrail Location 5

STA: 107+50.00±

Guardrail Location 2

STA: 155+25.00±

Guardrail Location 4STA: 136+75.00±

Guardrail Location 3

SUMMARY OF QUANTITIES

ITEM NO. PAY ITEM DESCRIPTION LOCATION UNIT QUANTITY DESIGN NOTES

1 Mobilization 1 - 5 LS 1

2 Maintenence of Traffic 1 - 5 LS 1

3 Guardrail - Roadway, General, TL-3 1 LF 631.25

Guardrail - Roadway, General, TL-3 2 LF 487.5

Guardrail - Roadway, General, TL-3 3 LF 481.25

Guardrail - Roadway, General, TL-3 4 LF 500

Guardrail - Roadway, General, TL-3 5 LF 1056.5

4 Guardrail End Treatment - Parallel Approach Terminal 1 EA 4

Guardrail End Treatment - Parallel Approach Terminal 2 EA 4

Guardrail End Treatment - Parallel Approach Terminal 3 EA 4

Guardrail End Treatment - Parallel Approach Terminal 4 EA 4

Guardrail End Treatment - Parallel Approach Terminal 5 EA 4

5 Guardrail Removal 1 LF 300

Guardrail Removal 3 LF 180

Guardrail Removal 5 LF 405

6 Guardrail Transition Connection to Rigid Barrier 5 EA 4

Guardrail Removal Total LF 885

Guardrail End Treatment - Parallel Approach Terminal EA 20Total

Guardrail - Roadway, General, TL-3 LF 3156.5Total

7 Miscellaneous Asphalt Pavement 1 TN 10.5

Miscellaneous Asphalt Pavement 2 TN 8.1

Miscellaneous Asphalt Pavement 3 TN 8

Miscellaneous Asphalt Pavement 4 TN 8.3

Miscellaneous Asphalt Pavement 5 TN 17.6

Miscellaneous Asphalt Pavement TN 52.6Total c u s e r s \r u s

\a p p d a ta

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P M

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M A

C D

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T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n S tr e e t

F L

O R

L L

M O

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M A

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A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

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D E

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D B

D R

A W

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P R

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B-02

QUANTITIES

SUMMARY OF

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F L

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L L

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S u rv e y o rs

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A A

SHEET TITLE:

SHEET NUMBER:

D A

T E

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D A

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D E

N E

D B

D R

A W

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GUARDRAIL PLAN - LOCATION 1

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

64+00 66+00 68+0067+0065+00

Culvert #480038

Notes:

1. Refer to Sheet B-08 for typical notes and guardrail details.

2. Refer to Sheet B-08 for typical placement from edge of pavement

3. Use Encased Posts for Shallow Mount for posts over concrete box culvert. Anticipate 10 at Location 1.

0 200

113'-0" ± 171'-6" ±28'-0"

170'-6" ± 28'-0" 120'-3" ±

Exist. Guardrail

Guardrail

Proposed

Proposed Guardrail

Exist. Guardrail

#480038

Box Culvert

STA 66+00.00±

� Culvert

"2 153'-1

Guardrail FDOT Index 536-001

312'-6"

"2 153'-1

"2 153'-1 "2

153'-1

Guardrail FDOT Index 536-001

318'-9"

STA 64+73.00±

Begin Guardrail

STA 64+15.00±

Begin Guardrail

STA 67+86.00±

End Guardrail

STA 67+34.00±

End Guardrail

Misc. Asphalt

B-03

LOCATION 1

PLAN

GUARDRAIL

u s e r s \r u s

\a p p d a ta

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M A

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M O

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T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

U E

F O

C O

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T R

U C

W E

R H

E S

C A

M B

O U

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F L

O R

R E

P L

A C

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H W

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A R

D R

107+00106+00 109+00108+00

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

GUARDRAIL PLAN - LOCATION 2

Note:

For additional information, see Sheet B-03.

1 271

89'-6" ± 151'-3" ±

151'-3" ± 89'-6" ±

Exist. Culvert

Guardrail

Proposed

Guardrail

Proposed

STA 107+50.00±

� Culvert

STA 108+41.00±

End Guardrail

Guardrail FDOT Index 536-001

243'-9"

"2 153'-1"2

153'-1

"2 153'-1 "2

153'-1

Guardrail FDOT Index 536-001

243'-9"

STA 109+03.00±

End Guardrail

STA 106+59.00±

Begin Guardrail

STA 105+97.00±

Begin Guardrail

Misc. Asphalt

B-04

LOCATION 2

u s e r s \r u s

\a p p d a ta

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\D S

G N

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P M

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M A

C D

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M O

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T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

U E

F O

C O

N S

T R

U C

W E

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C A

M B

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F L

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R E

P L

A C

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H W

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D R

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

136+00135+00 137+00 138+00

GUARDRAIL PLAN - LOCATION 3

Culvert #480038

Notes:

1. For additional information, see Sheet B-03.

2. 3. Use Encased Posts for Shallow Mount for posts over concrete box culvert. Anticipate 16 at Location 3 (8 each side).

5 2

147'-3" ± 45'-0" 45'-3" ±

150'-3" ±45'-0"48'-6" ±

Exist. Guardrail

Proposed Guardrail Culvert #480154

STA 136+75.00±

� Culvert

STA 138+8.00±

End Guardrail

"2 153'-1

Guardrail FDOT Index 536-001

243'-9"

"2 153'-1

Guardrail FDOT Index 536-001

237'-6"

"2 153'-1

STA 137+43.00±

End Guardrail

STA 136+04.00±

Begin Guardrail

STA 135+05.00±

Begin Guardrail

Misc. Asphalt

B-05

LOCATION 3

u s e r s \r u s

\a p p d a ta

\l o c a l\ p r o je c tw is e \w o r k d ir

\m o tt u s e p w

\d m s

\D S

G N

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.d g n

P M

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M A

C D

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A L

M O

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T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n S tr e e t

F L

O R

L L

M O

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M A

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S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

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E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

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D R

M .M

R O

J E

C T

U E

F O

C O

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W E

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C A

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155+00154+00 156+00 157+00

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

GUARDRAIL PLAN - LOCATION 4

Note:

For additional information, see Sheet B-03.

0 2

0 230 23

137'-6" ± 114'-9" ±

106'-3" ± 133'-6" ±

Proposed Guardrail

Exist. Culvert

STA 155+25.00±

� Culvert

STA 154+17.00±

Begin Guardrail

"2 153'-1

Guardrail FDOT Index 536-001

243'-9"

"2 153'-1

Guardrail FDOT Index 536-001

256'-3"

"2 153'-1

STA 153+85.00±

Begin Guardrail

STA 156+61.00±

End Guardrail

STA 156+42.00±

End Guardrail

Misc. Asphalt

B-06

LOCATION 4

u s e r s \r u s

\a p p d a ta

\l o c a l\ p r o je c tw is e \w o r k d ir

\m o tt u s e p w

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\D S

G N

R D

.d g n

P M

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M A

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M O

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T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n S tr e e t

F L

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L L

M O

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M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

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D R

M .M

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C T

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F O

C O

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Bridge #480040 West Approach

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

437+00436+00435+00434+00433+00

GUARDRAIL PLAN - LOCATION 5

Note:

For additional information, see Sheet B-03.

346'-10

315'-7

Exist. Guardrail

Proposed Guardrail

Proposed Guardrail Exist. Guardrail

STA 437+00.00±

� Bridge #480040

Begin Bridge #480040

STA 433+34.00±

Begin Guardrail

"2 153'-1

153'-1STA 433+3.00±

Begin Guardrail

STA 436+50.00±

End Guardrail

STA 436+50.00±

End Guardrail

STA 435+66.00±

End Taper

Misc. Asphalt

B-07

WEST

LOCATION 5

u s e r s \r u s

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F L

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L B

E n g in e e rs

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SHEET TITLE:

SHEET NUMBER:

D A

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D A

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D E

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D R

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C T

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P R

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C H

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K E

D B

B F

B H

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B H

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M .M

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M B

O U

N T

F L

O R

R E

P L

A C

E M

E N

T S

H W

G U

A R

D R

Bridge #480040 East Approach

Approach Terminal

Assembly, "Parallel"

Approach Terminal

Assembly, "Parallel"

437+00 438+00 439+00 440+00 441+00

GUARDRAIL PLAN - LOCATION 5

Note:

For additional information, see Sheet B-03.

End Bridge #480040

Exist. Guardrail

Proposed Guardrail

Guardrail

Proposed

Exist. Guardrail

STA 437+00.00±

� Bridge #480040

"2 153'-1

Guardrail FDOT Index 536-001

"2 1209'-4

Guardrail FDOT Index 536-001

"2 1184'-4

STA 439+60.00±

End Guardrail

STA 439+35.00±

End GuardrailSTA 437+50.00±

Begin Guardrail

STA 437+50.00±

Begin Guardrail

STA 438+34.00±

End Taper

STA 438+34.00±

End Taper

Misc. Asphalt

B-08

EAST

LOCATION 5

u s e r s \r u s

\a p p d a ta

\l o c a l\ p r o je c tw is e \w o r k d ir

\m o tt u s e p w

\d m s

\D S

G N

R D

.d g n

P M

R U

M A

C D

O N

A L

M O

T T

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

TYPICAL GUARDRAIL INSTALLATION

� CONST. & HWY 4

R/W Varies (100' MIN.)

R/W LINER/W LINE

R/W Varies (100' MIN.)

Varies Varies

See Note 5

Shldr Width

See Note 5

Shldr Width

Existing Ground

Existing GroundExisting Ground

Edge of Pavement Edge of Pavement

New Guardrail New Guardrail

Misc. Asphalt

Misc. AsphaltMisc. Asphalt

Resurfacing

2" 2"

� Concrete Rail Post

Thrie-Beam Panel

12'-6"

Thrie-Beam Transition

6'-3" Typical Guardrail

Thrie-Beam Terminal Connector

Existing Concrete Rail

Exist Groundline

Alignment Curb with Back Plate Index 536-001

Rigid Barrier Terminal Connector Mount under heads and nuts " OD Plain Round Washers4

1 Nuts with 2

"� x 12" Long HS Hex Bolts and8 75~

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

U E

D F

O R

C O

N S

T R

U C

W E

R H

E S

C A

M B

O U

N T

Y F

L O

R E

P L A

C E

M E

N T

S H

W Y

U A

R D

APPROACH TRANSITION CONNECTION TO RIGID BARRIER - GENERAL, TL-3

Alignment curb will match existing curb along existing bridge. 6.

structure locations where the typical 8'-0" shoulder is not available.

Taper the guardrail at a 1:15 taper as needed to match existing offset at

Place the guardrail at a typical offset of 8' from the edge of the travel lane. 5.

Use typical Back Plate for rigid barrier connection. Omit Filler Plate.4.

Index 536-001.

edge of asphalt located 6" from the face of guardrail as shown in Standard

Place a 3'-0" wide strip of miscellaneous asphalt under the guardrail with the 3.

Typical guardrail shall be TL-3 with parallel approach terminal assembly.2.

536-002.

Install guardrail in accordance with FDOT Standard Index 536-001 and 1.

Notes:

B-09

DETAILS

TYPICAL

Keysheet

DSGNRD01

File details come from the government source that posted it. Updated Jun 25, 2026.