Woodbine_Road_at_US90_PLANS-02-SIGNING_AND_MARKING_Bid_Set.pdf

PDF 2 MB Posted Jan 25, 2024

Attached to: Woodbine Road/Highway 90 Intersection Improvements
Solicitation number: 24-018
Issued by: Santa Rosa County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a set of Signing and Pavement Marking Plans for the Woodbine Road/County Road 197A and State Road 10 (US 90) intersection improvement project in Santa Rosa County, Florida. The project involves detailed road signage and pavement marking specifications for a roadway intersection, with plans prepared by Mott MacDonald Florida, LLC for the Santa Rosa County Board of County Commissioners. The project number is 502100976-005, and the plans were released for bid in January 2024, with a comprehensive set of technical drawings detailing road signs, lane markings, traffic control signs, and pavement striping across multiple sheets.

The plans provide intricate engineering specifications for road signage, including directional signs, lane control indicators, street name signs, and pavement markings with precise measurements and placement instructions. The project appears to be funded through local county infrastructure improvements, with detailed considerations for traffic flow, lane configurations, and safety signage. The documents are digitally sealed by the engineer of record, Ricky E. Branton, P.E., with a license number 57043, and include specific technical details such as sign dimensions, colors, placement stations, and removal of existing markings. The plans are designed to improve traffic management and safety at the intersection of Woodbine Road and US Highway 90.

View the file

Other files

File	Type	Posted
24-018_Commercial_Finishes_&_Products.pdf	PDF	Jun 27, 2024
Woodbine_Road_Highway_90_Intersection_Improvements_(Addendum_#3_Revision).pdf	PDF	Feb 27, 2024
Pace_Water_Specifications.pdf	PDF	Jan 25, 2024
FINAL_ERP_-_1321452.pdf	PDF	Jan 25, 2024
Approved_Permit_Package_FDOT_Driveway_Access.pdf	PDF	Jan 25, 2024
Approved_Permit_Package_FDOT_Drainage_Connection.pdf	PDF	Jan 25, 2024
Woodbine_Road_at_US90_PLANS-03-SIGNALIZATION_Bid_Set.pdf	PDF	Jan 25, 2024
Woodbine_Road_at_US90_PLANS-01-ROADWAY_Bid_Set.pdf	PDF	Jan 25, 2024

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10 11 12 13 14 15

N49°56'33"W

10 1510

10 11 12 13 14 15

N49°56'33"W

10 1510

T E L

10 11 12 13 14 15

2' R

RPM'S @ 20' C/C

6" WHITE W/ W/R6" WHITE

6" WHITE

24" WHITE

12" WHITE

WHITE

24" PREFORMED

24" PREFORMED WHITE

BEGIN SIGNING AND

PAVEMENT MARKINGS

STA. 9+76.51 CR 197A £ SURVEY

CR 197A £ SURVEY

8" WHITE

@ 20' SPACING

6" WHITE W/ W/R RPM'S

W/R RPM'S @ 40' SPACING

6" WHITE 10/30 SKIP W/

W/R RPM'S @ 40' SPACING

6" WHITE 10/30 SKIP W/

6" YELLOW

12" WHITE

STA. 10+66.93

STA. 10+85.33

STA. 10+86.33

STA. 10+91.02

STA. 10+95.88

0704 1 2

8" WHITE

RPM'S @ 20' SPACING

8" WHITE W/ W/R

RPM'S @ 20' SPACING

8" WHITE W/ W/R

6" WHITE 2/4 SKIP

12'

RPM'S @ 20' SPACING

6" WHITE W/ W/R

6" WHITE 2/4 SKIP

REMOVE 40.5 SF OF

6" WHITE 2/4 SKIP

END SIGNING AND PAVEMENT MARKINGS

STA. 197+74.00 £ SURVEY SR 10 (US 90)

6" WHITE

+71

+43

SPACING

Y/Y RPM'S @ 10'

6" DBL YELLOW W/

10' SPACING

18" YELLOW @

24" WHITE +66

+33

+22

+62

+70

+64

+15

+99

65'

R 6

R 11'

6" WHITE 2/4 SKIP

REMOVE 11.2 SF OF

6" WHITE 2/4 SKIP

U R

V E

U S

U R

TO STA. 197+74

FROM STA. 197+42

6" WHITE 2/4 SKIP

REMOVE 32 SF OF

OF 6" WHITE

REMOVE 70.8 SF

OF 24" WHITE

REMOVE 48 SF

OF 12" WHITE

REMOVE 174 SF

6" WHITE 2/4 SKIP

'1 .5

INTO EXISTING 6" WHITE 2/4 SKIP

TIE PROPOSED 6" WHITE 2/4 SKIP

12' 12'

+77

BY MILLING AND RESURFACING

EXISTING ARROW TO BE REMOVED

REMOVE 33.51 SF OF 2/4 SKIP

* REFER TO STANDARD INDEX 706-001

FOR MEDIAN NOSE TREATMENT

ONE WAY

STOP

ONLY

R6-1R

36"x12"

R1-1

36"x36"

R3-5R

30"x36"

0700 1 12

1 AS

STOP

ONLY

ONE WAY

R6-1R

36"x12"

R1-1

36"x36"

R3-5R

30"x36"

0700 1 12

STA. 13+13

1 AS

ONLY

ONE WAY

STOP

R6-1R

36"x12"

R1-1

36"x36"

R3-5R

30"x36"

0700 1 12

STA. 14+45

1 AS

ONE WAY

0700 1 11

STA. 14+40

1 AS

ONE WAY

R6-1R

36"x12"

0700 1 11

STA. 13+18

1 AS

0700 1 60

STA. 14+47

P A

R K

D4-2

30"x36"

0700 1 60

STA. 13+02

1 AS

0700 1 11

W11-2

36"x36"

W16-7PL

21"x15"

0700 1 11

YIELD

R1-2

36"x36"x36"

0700 1 60

STA. 11+33

1 AS

0700 1 11

0700 1 60

STA. 11+23

1 AS

T E

M3-4

24"x12"

M01-4

24"x24"

M6-1R

21"x15"

M3-2

24"x12"

M01-4

24"x24"

M6-1L

21"x15"

0700 1 12

STA. 11+59

1 AS

M2-1 21"x15" M01-4 24"x24"

0700 1 11

STA. 15+08

1 AS

H W

A Y

R6-3a 30"x24"

0700 1 60

1 AS

W11-2

36"x36"

W16-7PL

21"x15"

0700 1 11

STA. 10+95

1 AS

HWY 90

W O

O D

E R

0700 1 50

STA. 11+25

1 AS

A H E

A D

C L O S E

D L A

N E

C E

N T E R 0700 1 60

1 AS

R6-1R

36"x12"

BIKE LANE

ENDS

R3-17 30"x24" R3-17B 30"x12"

0700 1 11

STA. 10+85

1 AS

S-2

MARKING PLANS

SIGNING AND PAVEMENT

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005Santa RosaCR 197A

/4 /2 c u s e r s \r o g

\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

\P L

A N

S P

.d g n

M S

H U

PENSECOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

ENGINEER OF RECORD

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

.A .C

19 20

S D

19 20

R 2'R CR 197A £ SURVEY

CR 197A £ SURVEY

24" WHITE

12" WHITE

24" WHITE

6" WHITE

@ 20' SPACING

6" WHITE W/ W/R RPM'S

@ 20' SPACING

6" WHITE W/ W/R RPM'S

@ 20' SPACING

6" WHITE W/ W/R RPM'S

W/R RPM'S @ 40' SPACING

6" WHITE 10/30 SKIP W/

6" YELLOW

* REFER TO STANDARD INDEX 706-001

FOR MEDIAN NOSE TREATMENT

W/R RPM'S @ 40' SPACING

6" WHITE 10/30 SKIP W/

STA. 16+84.76

STA. 17+89.31

STA. 22+96.31

0704 1 2

RPM'S @ 20' SPACING

6" WHITE W/ W/R

6" WHITE 3/9 SKIP

OF 24" WHITE

REMOVE 52.1 SF

'4 ' 19'

Y/Y RPM'S @ 8" C.C.

6" DBL. YELLOW W/

Y/Y RPM'S @ 6' C.C.

6" DBL. YELLOW W/

6" DBL. YELLOW

+10

+36

+45

+43

+39

18" YELLOW @ 6' C.C.

ONE WAY

STOP

ONLY R6-1R

36"x12"

R1-1

36"x36"

R3-5R

30"x36"

0700 1 12

STA. 21+87

1 AS

R6-1R

36"x12"

R6-1L

36"x12"

R1-1

36"x36"

R6-3

30"x24"

0700 1 12

STA. 17+06

1 AS

DIVIDED

HIGHWAY

STOP

ONE WAY

R6-1L

36"x12"

R6-1R

36"x12"

R1-1

36"x36"

R6-3

30"x24"

0700 1 12

STA. 17+60

1 AS

ONE WAY

R6-1L

36"x12"

0700 1 11

STA. 16+94

1 AS

ONE WAY

R6-1L

36"x12"

0700 1 11

STA. 17+69

1 AS

ONE WAY1

R6-1R

36"x12"

0700 1 11

STA. 22+05

1 AS

TURN

60"x30"

0700 1 12

STA. 16+60

1 AS

0700 1 60

STA. 14+35

F T

M E R

G E

N E E

N D S

1 AS

P E

E D

P A

S S

N O

T D

R2-1

30"x36"

R4-1

24"x30"

0700 1 60

STA. 15+85

1 AS

0700 1 12

O N

DIVIDED

HIGHWAY

STOP

ONE WAY

H T L

A N

T U

R N R

H T

M U S T

R3-7R 36"x36"

0700 1 11

STA. 18+76

STA. 20+86

2 AS

0700 1 60

1 AS

S-3MARKING PLANS

SIGNING AND PAVEMENT

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005Santa RosaCR 197A

/4 /2 c u s e r s \r o g

\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

\P L

A N

S P

.d g n

M S

H U

PENSECOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

ENGINEER OF RECORD

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

24 25 26 27 28 29 3025 303023 24 25 26 27 28 29 3025 3030

S D

24 25 26 27 28 292'R

END SIGNING AND PAVEMENT MARKINGS

STA. 27+92.35 CR 197A £ SURVEY

24" WHITE

12" WHITE

@ 20' SPACING

6" WHITE W/ W/R RPM'S

@ 20' SPACING

6" WHITE W/ W/R RPM'S

6" WHITE

W/R RPM'S @ 40' SPACING

6" WHITE 10/30 SKIP W/RPM'S @ 40' SPACING

6" YELLOW W/ Y/Y

Y/Y RPM'S @ 40' SPACING

6" YELLOW 10/30 SKIP W/

6" WHITE 3/9 SKIP

6" WHITE

* REFER TO STANDARD INDEX 706-001

FOR MEDIAN NOSE TREATMENT

6" WHITE 3/9 SKIP

2 +

RPM'S @ 30' SPACING

8" WHITE W/ W/R

RPM'S @ 30' SPACING

8" WHITE W/ W/R

24" WHITE @ 30' SPACING

12" WHITE

DIVIDED

HIGHWAY

STOP

ONE WAY

R6-1L

36"x12"

R6-1R

36"x12"

R1-1

36"x36"

R6-3

30"x24"

0700 1 12

STA. 23+29

1 AS

ONE WAY

R6-1L

36"x12"

0700 1 11

STA. 23+20

1 AS

ONE WAY

R6-1L

36"x12"

0700 1 11

STA. 23+63

1 AS

PCSC

42"x18"

0700 1 11

STA. 24+20

1 AS

H W

A Y

E D

W06-01A 36"x36"

0700 1 11

STA. 24+24

1 AS

1"= 50'

S-4MARKING PLANS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005Santa RosaCR 197A

/4 /2 c u s e r s \r o g

\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

\P L

A N

S P

.d g n

M S

H U

PENSECOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

ENGINEER OF RECORD

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

178 179 180 181 182 183 184 185180 185180178 179 180 181 182 183 184 185180 185180178 179 180 181 182 183 184 185

BEGIN SIGNING AND PAVEMENT MARKINGS

STA. 179+83.84 £ SURVEY SR 10 (US 90)

6" WHITE

£ SURVEY US 90

6" WHITE 3/9 SKIP

1" =50

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

BOARD OF COUNTY COMMISSIONERS

SANTA ROSA COUNTY

ROAD NO. MM PROJECT IDCOUNTY

502100976-005Santa RosaCR 197A

/4 /2 c u s e r s \r o g

\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

\P L

A N

S P

.d g n

M S

H U

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

ENGINEER OF RECORD

S-5

SIGNING AND PAVEMENT

SR 10 (US 90)

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

186 187 188 189 190 191 192190190186 187 188 189 190 191 192190190186 187 188 189 190 191 192

B E

G I N

S I G

N I

U R

6" WHITE

W H I T

K I P

R E

M O

V E

O F

W H I T

K I P

£ SURVEY US 90

REMOVE EXISTING ARROW

TO REMAIN

EXISTING ARROW

6" WHITE 3/9 SKIP

EXISTING ARROW TO REMAIN

£ SURVEY US 90

**EXISTING ARROW TO BE REMOVED BY MILLING AND RESURFACING

F T

M E R

G E

N E E

N D S

W9-2L 36"x36"

0700 1 11

STA. 185+95

1 AS

E N

D S

L A

N E

H T

W9-1R 36"x36"

0700 1 11

STA. 190+16

1 AS

0700 1 60

REMOVE

1 AS

0700 1 50

STA. 188+16

RELOCATE

1 AS

A D

W A

F lo ri d a H ig h w a y s

L it te r

F re e

P a rt n e rs h ip

F o r

K E

E P

F L

O R

F F L O

NOITATR

S N

A T

R F

O T

MTRAPED

P L

A C

E Y

O U

R G

R O

U P

S N

A M

E H

E R

A D

O P

T T

S E

C T

C A

L L

-8

-B A

N -L

T e r

1" =50

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005Santa RosaCR 197A

/4 /2 c u s e r s \r o g

\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

\P L

A N

S P

.d g n

M S

H U

PENSECOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

ENGINEER OF RECORD

S-6

SR 10 (US 90)

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

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S E

A L

E D

U N

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R R

U L

AND DETAILS

GUIDESIGN WORKSHEET

S-7

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COPY

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COPY

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

OF POSTS

FIXTURE SPACINGNO. OF LIGHT FIXTURES

PHOTOMETRIC CURVE

WATT

VOLTAGE

TURN 1

5'-0" 0.75"

16+60

2'-6" 1.38"

Black Black

White / White / White

3.7

7.4

11.1

13.8

13.6

23.2

26.9

30.6

33.3

13.6

42.7

46.4

50.1

52.8

13.6

AR_LEFT_ONLY 5.3 12.1 10.3 12.80

AR_LEFT_ONLY 26.4 12.1 10.3 12.80

AR_LEFT_ONLY 44.3 12.1 10.3 12.8180

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005Santa RosaCR 197A

/4 /2 c u s e r s \r o g \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 \G

S W

K S

P T e s t.

d g n

M S

H U

PENSECOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

ENGINEER OF RECORD

3.65"13.6"2.5"

23.2" 13.6"3.45"

42.75" 13.6"3.65"

19.8" 20.5" 19.8"

5'-0"

Panel Style: Advance Intersection lane Control.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=1.38"

TH=0.75"

IN=0.5"

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

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SPACE

COPY

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12/4/2023 2:07:14 PM c:\pwworking\hmm\transportation\shu66190\dms41030\GSWKSP01_Test.dgnSHU66190

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SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

OF POSTS

FIXTURE SPACINGNO. OF LIGHT FIXTURES

PHOTOMETRIC CURVE

WATT

VOLTAGE

PCSC 1

3'-6" 0.5"

24+20

1'-6" 1.5"

White White

Green

4.1

6.3

9.2

11.9

13.8

15.3

17.9

20.7

23.8

26.9

29.6

32.4

33.3

35.3

33.8

3.9

6.4

8.9

11.7

13.9

18.1

19.6

22.2

28.1

30.6

32.9

33.2

AR_THRU 16.3 2.8 3 9.4270

3.9" 34" 4.1"

3'-6"

Panel Style: Street Name 4-3in.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=1.5"

TH=0.5"

S-8

AND DETAILS

GUIDESIGN WORKSHEET

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-005Santa RosaCR 197A

/4 /2 c u s e r s \s tr

\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

\G S

W K

S P

T e s t.

d g n

M S

H U

PENSECOLA, FLORIDA 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 57043

RICKY E. BRANTON, PE

ENGINEER OF RECORD

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

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File details come from the government source that posted it. Updated Jun 27, 2025.