Woodbine_Signalization_Plans.pdf

LOCATION OF PROJECT

SUMMARY OF VERIFIED UTILITIES (INCLUDED FOR INFORMATION)UTV-01

SPECIAL DETAILST-13

STREET NAME SIGN DETAILST-12

MAST ARM ASSEMBLIES DATA TABLET-11

MAST ARM TABULATIONT-10

SIGNALIZATION PLANT-4 - T-9

GENERAL NOTEST-3

SIGNATURE SHEETT-2

KEY SHEETT-1

SHEET DESCRIPTIONSHEET NO.

ENGINEER OF RECORD:

SIGNALIZATION PLANS

INDEX OF SIGNALIZATION PLANS

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TALLAHASSEE

JACKSONVILLE

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OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

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BARTOWST PETERSBURG

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CONTRACT PLANS

SANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PROJECT NO. 502100976-006

THROUGH FIVE POINTS

COUNTY ROAD NO. 197A (WOODBINE RD)

Santa Rosa County, Board of County Commissioners

SIGNALIZATION PLANS PREPARED FOR:

Commissioner District 5 Colten Wright (Chairman)

Commissioner District 4Ray Eddington (Vice-Chair)

Commissioner District 3Rhett Rowell

Commissioner District 2Kerry Smith

Commissioner District 1Bobby Burkett

4277 LAFAYETTE STREET

MARIANNA FL, 32446

JOHN C. FIELDING, P.E.

P.E. LICENSE NUMBER 79082

PANHANDLE ENGINEERING & CONSTRUCTION, INC.

(850) 526-2291

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2026-27 Standard Specifications

GOVERNING STANDARD PLANS:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2026-27 Standard Plans for Road and

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SIGNALIZATION PLANS

JULY 2026

FINAL PLANS

To Century

R -2

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R -3

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J a y

MP. 1.588

STA 253+82.35 ¡ CR 197

STA 81+60.08 £ Survey CR 197=

END PROJECT

To Milton

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STA. 170+00 £ Survey CR 197A

BEGIN PROJECT

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. FINANCIAL PROJECT IDCOUNTY

502100976-006

SANTA ROSA

CR 197A32446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

ENGINEER OF RECORD

SIGNATURE SHEET

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STATE OF

No 79082

ESNECIL

GNI

DLEIF .C NHOJ

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NIGNE LANOIS

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ADIROL

F ON ANY ELECTRONIC COPIES

THE SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STREET NAME SIGN DETAILT-12

MAST ARM TABULATION T-10

T-4 to T-9 SIGNALIZATION PLAN

GENERAL NOTEST-3

SIGNATURE SHEETT-2

KEY SHEETT-1

SHEET NO. SHEET DESCRIPTION

JOHN C. FIELDING, P.E. NO. 79082

MARIANNA, FL 32446

4277 LAFAYETTE ST

PANHANDLE ENGINEERING & CONSTRUCTION, INC.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES

THE SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

MAST ARM ASSEMBLIES DATA TABLET-11

SIGNATURE SHEETT-2

SHEET NO. SHEET DESCRIPTION

BART F. HENDRICKS, P.E. NO. 51391

PENSACOLA, FL 32502

220 WEST GARDEN STREET, SUITE 700

MOTT MACDONALD, LLC

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SUMMARY OF VERIFIED UTILITIESUTV-01

SIGNATURE SHEETT-2

SHEET NO. SHEET DESCRIPTION

THOMAS K. MEAD, P.S.M. NO. 5624

CHIPLEY, FL 32428

1130 HIGHWAY 90

L.B. NO 2108

SOUTHEASTERN SURVEYING & MAPPING CORPORATION

ON ANY ELECTRONIC COPIES

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 5J-17.062, F.A.C.

THE ABOVE NAMED PROFESSIONAL SURVEYOR SHALL BE RESPONSIBLE FOR THE

FLORIDA

STATE OF

DAE

M .K SAMO

HT

r e p p a M dna royevruS l an oi s s ef or P r e b muN esn e ci L

STATE OF

No 71350

ESNECIL

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DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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GENERAL NOTES

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SIGNALIZATION NOTES

EQUAL).

INCLUDE EMERGENCY VEHICLE PREEMPTION MODULE FOR THE THE WIRELESS SUBCRIBER UNIT (MIOVISION CORE DCM+ OR APPROVED 16.

FOR CONTROLLER CABINETS AND UPS CABINETS.

INCLUDE ONE EYE BOLT (2" WITH 6" SHAFT) LOCATED IN 12" CONCRETE BASE AT THE RIGHT EDGE OF THE CABINET FOUNDATION 15.

PROVIDE TWO FEET OF SO CABLE ON THE FEMALE CONNECTOR TO SPLICE INTO THE EXISTING SERVICE WIRE.B.

WIRES WERE REMOVED). THIS CABLE WILL BE USED TO CONNECT TO EXTERNAL GENERATORS AT A LATER DATE.

PROVIDE TWENTY-THREE FEET OF SO CABLE TO RECONNECT INTO THE CONTROLLER CABINET TERMINAL STRIP (OR WHERE THE SERVICE A.

HOLE/PORT. ASSEMBLE THE MALE AND FEMALE PLUG AND CONNECTOR AS FOLLOWS:

COMPLETE. CUT OR DRILL A HOLE IN THE CABINET DOOR ASSEMBLY AND AFFIX THE WEATHER-PROOF COVER SECURELY OVER THE

CONSTRUCT THE EGRESS PORT WITH SUFFICIENT ROOM FOR THE MALE PLUG TO EXIT AND ENTER WITH EASE AFTER INSTALLATION IS

WEATHER-PROOF COVER AND GASKET, SELF-CLOSING, METALLIC, VERTICAL MOUNT.C.

COPPER WIRE;

THREE MECHANICAL CLAMP OR COMPRESSIONS CLAMPS, INSULATED WITH A NSI OFFSET INSUL-TAP CONNECTOR CATALOG NO. IT0-4, FO B.

TWENTY-FIVE FEET OF TYPE SEO1 OF SO CABLE 10-3 AWG COPPER;A.

INCLUDE THE FOLLOWING IN PAY ITEM 685-1-14 :14.

CURRENTLY INSTALLED AND OPERATIONAL AS PART OF THE ESCAMBIA-SANTA ROSA ADVANCED TRANSPORTATION MANAGEMENT SYSTEM.

PROVIDE NEW TRAFFIC SIGNAL EQUIPMENT AND MATERIALS WHICH ARE FULLY COMPATIBLE AND INTEROPERABLE WITH THAT EQUIPMENT 13.

SANTA ROSA COUNTY IS RESPONSIBLE FOR THE POWER BILL.12.

SANTA ROSA COUNTY IS THE MAINTAINING AGENCY.11.

HARDWARD, AND ASSOCIATED MATERIALS WITH SAME.

ANY UTILITY COMPANY OR AGENCY; REMOVED CONTROLLER CABINET FOUNDATIONS, TRAFFIC SIGNAL SPAN ASSEMBLIES, ALL RELATED

METERS, METER BASES, EQUIPMENT AND WIRING, EXCEPT FOR THAT EQUIPMENT THAT IS OWNED BY OR IS USED UNDER AGREEMENT WITH

WIRE, LEAD-IN CABLE, WIRING, CABLE ATTACHMENT, AND SUPPORT HARDWARE; REMOVED POWER SERVICE ASSEMBLIES, DISCONNECTS, FOUNDATIONS, ANCHORS AND GUYS ASSOCIATED WITH SAME; REMOVED CONDUIT, PULL BOXES, SIGNAL CABLE, INTERCONNECT CABLE, LOOP

ITEMS LISTED BELOW WHICH SHALL BECOME PROPERTY OF THE CONTRACTOR: CONCRETE OR WOOD SUPPORT POLES, PEDESTALS, ANY

TRAFFIC SIGNAL EQUIPMENT REMOVED FROM THIS PROJECT SHALL BECOME THE PROPERTY OF SANTA ROSA COUNTY, EXCEPT FOR THOSE 10.

PULL BOXES SHALL BE INSTALLED A MINIMUM OF 3’ FROM THE EDGE OF THE PAVEMENT.9.

DETECTOR SLOTS SHALL BE FROM LEFT-TO-RIGHT AS FOLLOWS: 122344566788 OR 123456782468.

DETECTION AND CONSECUTIVELY LABELED ACCORDING TO NEMA PHASE ASSOCIATIONS. ACCEPTABLE WIRING SCHEMES FOR THE TWELVE THE DETECTOR RACK WITH ASSOCIATED FIELD HOOK-UP PANEL(S) SHALL BE FULLY WIRED AND CAPABLE OF 24 CHANNELS OF8.

WITH PEDESTRIAN MOVEMENTS, BUT WIRED TO OPERATE ACCORDING TO THE SEQUENCE SHOWN IN THE PLANS.

CONTROLLER CABINETS SHALL BE FULLY WIRED AND FURNISHED WITH ALL EQUIPMENT NECESSARY TO RUN THE CONTROLLER AS SOP 107.

PROJECTS UTILIZING MAST ARM OR MONOTUBE SUPPORTS.

THE PAY ITEM FOR VEHICULAR SIGNAL ASSEMBLIES SHALL INCLUDE THE COST OF A HORIZONTAL ARTICULATING BRACKET FOR ALL6.

HAND-DIG THE FIRST 4 FEET OF POLE FOUNDATIONS.5.

ARM TO REMEDY ELEVATION PROBLEMS IS UNACCEPTABLE.

APPROXIMATELY THE SAME ELEVATION AS THE HORIZONTAL MAST ARM MEMBER. MOUNTING SIGNAL HEADS VERTICALLY OR BELOW THE MAST POLE AND FOUNDATION ELEVATION IS CRITICAL DUE TO THE USE OF HORIZONTAL SIGNAL HEADS. MOUNT HORIZONTAL HEADS AT 4.

MODE. AN INSPECTION IS NOT REQUIRED PRIOR TO PLACING THE SIGNAL IN FLASHING MODE.

SCHEDULE AN INSPECTION THROUGH THE COUNTY BEFORE PLACING A NEW TRAFFIC SIGNAL INSTALLATION IN NORMAL OPERATION 3.

NOTIFICATION IS NOT REQUIRED BEFORE PLACING THE SIGNAL IN THE FLASHING MODE.

NOTIFY THE COUNTY, SEVEN DAYS BEFORE PLACING A NEW TRAFFIC SIGNAL INSTALLATION IN NORMAL OPERATIONAL MODE. 2.

TRAFFIC SIGNAL TECHNICIAN SHALL BE PRESENT ON THE JOB SITE AT ALL TIMES THE TRAFFIC SIGNALIZATION WORK IS IN PROGRESS.

SUPERVISOR TO CORRECT ANY PROBLEM OR EMERGENCY THAT MAY ARISE. IN ADDITION, A TECHNICIAN CERTIFIED AS AN IMSA LEVEL I SIGNALS TECHNICIAN. THE TECHNICIAN SHALL REPORT TO THE JOB SITE WITHIN FOUR HOURS OF NOTIFICATION TO THE WORK SITE SUPERVISION OF A TECHNICIAN CERTIFIED BY THE INTERNATIONAL MUNICIPAL SIGNAL ASSOCIATION (IMSA) AS A LEVEL II, TRAFFIC WHEN ENGAGED IN INSTALLING OR MAINTAINING TRAFFIC SIGNALS WITHIN SANTA ROSA COUNTY, WORK PERFORMED SHALL BE UNDER THE1.

THROUGH RPMU.

PROVIDE A DIGITAL LOGGERS LPC9 PRO-8 POWER SWITCH AND POWER CABINET DEVICES685-2-1:

OF BACKUP POWER.

PROVIDE TCS MP2000 UPS UNIT AND INCLUDE SUFFICIENT BATTERY CELLS FOR EIGHT HOURS685-1-14:

PORTS AND COORDINATE IP ADDRESSING AND PORT FORWARDING WITH SANTA ROSA COUNTY.

THE DETECTION HARDWARE, CONTROLLER, CONFLICT MONITOR, UPS, AND RPMU TO ETHERNET

INCLUDE PERPETUAL CELLULAR COMMUNICATIONS FOR THE MIOVISION CORE DCM. CONNECT684-6-1:

MCCAIN ATC FLEX SHELF MOUNTED CONTROLLER.

PROVIDE A MCCAIN P44 ATC CABINET WITH EDI CMUIP-2212-HV CONFLICT MONITOR AND 670-5-161:

PROVIDE A POLARA iDS2 PUSHBUTTON STATION WITH iCCU-S2 CENTRAL CONTROL UNIT.665-1-12:

DCM.

INCLUDE EMERGENCY PREEMPTION MODULE AND ANTENNA HARDWARE FOR MIOVISION CORE663-1-122 & 123:

PROVIDE MIOVISION SMARTVIEW 360 CAMERA HARDWARE.660-4-12:

ATSPMS (VEHICLES, CYCLISTS, AND PEDESTRIAN DETECTION).

PROVIDE A MIOVISION CORE DCM VIDEO PROCESSOR INCLUDING PERPETUAL COUNTS AND660-4-11:

CLAMP KIT, GALAXY HINGED.

PROVIDE MCCAIN 12" POLYCARBONATE SIGNAL DISPLAYS AND INCLUDE A PELCO ASTRO-BRAC650-1-XX:

INDICATES "SIGNAL".

PULL BOXES ASSOCIATED WITH SIGNALIZATION FEATURES SHALL HAVE A LID WHICH635-2-11:

ADDRESS ASSIGNMENT AND INTEGRATION REQUIREMENTS.

AND INSTALL DATE MUST BE INCLUDED. COORDINATE WITH SANTA ROSA COUNTY ON IP

INTERSECTION TO SANTA ROSA COUNTY ENGINEERING. DEVICE MAS ID'S, SERIAL NUMBERS,

PROVIDE A DOCUMENTATION LIST OF INSTALLED DEVICES AND HARDWARE FOR THE611-2-1:

PAY ITEM NOTES

V

194 195

W A T E R

VDZ-2B

VDZ-2A

VDZ-5

V D

Z

B

V D

Z

A

V D

Z

A

V D

Z

B

VDZ-6B

VDZ-6A

VDZ-1

V D

Z

S A

N

U

B A C K

F L O

W

B A C K

F L O

W

U

U

U

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194 195195

EXIST. R/W

EXIST. R/W

� CONSTRUCTION

SIGNAL DISPLAY

REMOVE 5-SECTION

SIGNAL DISPLAY

REMOVE 5-SECTION

WOODBINE RD

35 MPH

WOODBINE RD

35 MPH

C O

B B

L E

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R

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H

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IN

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POWER SERVICE TO REMAIN

EXIST. CONTROLLER AND

STA. 193+44.38

39.75' LT.

STA. 194+60.59

44.05' LT.

STA. 194+74.93

39.75' LT.

STA. 193+47.06

39.75' RT.

1 EA 2

1 EA

1 EA

2 RUNS @ 25 LF

1 EA

1 EA

2 RUNS @ 14 LF

1 EA

1 EA

2 RUNS @ 37 LF

1 EA

1 EA

2 RUNS @ 21 LF

1 EA

1 EA

2 RUNS @ 16 LF

TO REMAIN

EXIST. VIDEO DETECTOR

10 40

Feet

N

CR 197A (WOODBINE RD) AT COBBLESTONE DR

P6 P6

P8

P8

P2P2

P4

P4

SIGN B

SIGN B

SIGN C

SIGN C

1 PI

1 PI

REMOVAL ITEMS

4 EA

2 AS

'R8

'R

(TO REMAIN)

POLE NO. 2

(TO REMAIN)

POLE NO. 1

(TO REMAIN)

POLE NO. 3

(TO REMAIN)

POLE NO. 4

R10-12A

R10-12A

STA. 193+59.88

44.91' LT.

STA. 194+77.07

43.69' RT.

1 EA

2 EA

2 RUNS @ 12 LF

1 EA

1 EA

2 RUNS @ 12 LF

1 EA

1 EA

1 AS

1 EA

CROWN EL. 132.15'

CROWN EL. 132.04'

CROWN EL. 131.58'

CROWN EL. 131.65'

CURVE DATA

PI STA. = 194+37.12

¬ = 22°42'00" (RT)

D = 02°00'00" T = 575.07 L = 1,135.06 R = 2,864.93

PC STA. = 188+62.05

PT STA. = 199+97.11

e = 0.000

P I

S T

A

.1

STA. 193+85.19

44.55' RT.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, PE

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SIGNALIZATION PLAN

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'R

'R

660-4-12

646-1-11

665-1-12

630-2-11

646-1-11

665-1-12

630-2-11

646-1-11

665-1-12

630-2-11

646-1-11

665-1-12

630-2-11

646-1-11

665-1-12

630-2-11

632-7-1

632-7-6

646-1-60

650-1-60

646-1-11

665-1-12

630-2-11

665-1-12

646-1-11

630-2-11

660-4-11

660-4-61

670-5-161

684-6-1

CONTROLLER & OPERATION NOTES:

1. MAINTAIN EXISTING CONTROLLER OPERATIONS AND TIMINGS.

2. CONNECT TO EXISTING CONTROLLER USING EXISTING CONDUITS AND PULL BOXES.

SPECIAL NOTES:

1. THE MAJOR STREET IS WOODBINE RD, MOVEMENTS 1, 2, 5, AND 6.

2. THE MINOR STREET IS COBBLESTONE DR, MOVEMENTS 4 AND 8.

3. MAINTAIN EXISTING POWER SERVICE.

4. REMOVE EXIST. VIDEO PROCESSOR IN CABINET AND INSTALL NEW VIDEO PROCESSOR.

RECONNECT CABINET DEVICES TO NEW WIRELESS UNIT AND RECONNECT EXISTING AND

PROPOSED VIDEO DETECTORS.

5. CONSTRUCT ALL OPEN TRENCH CONDUIT WITH 2, 2" RUNS (HIGH VOLT AND LOW VOLT) AND ALL

DIRECTIONAL BORED CONDUIT WITH 3, 2" RUNS (HIGH VOLT, LOW VOLT, AND SPARE) UNLESS

OTHERWISE NOTED.

4 1 AS

DETAIL OF SIGNAL HEADS

PHASE 5PHASE 1 PHASE 3

PHASE 2

PHASE 2

or

NOT USED TF 7

TF 4 TF 84

TF 3

S.O.P. 9

1TF 1 TF 5

TF 2 TF 62

P2

DETAIL OF PEDESTRIAN DISPLAYS

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

6 AS

653-1-11

P2 2 AS

P8 1 AS

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

COBBLESTONE DR

TO CROSS

PUSH BUTTON

DETAIL OF PEDESTRIAN SIGNS

SIGN FTP-032-25

INCLUDE IN COST OF PEDESTRIAN DETECTOR

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

WOODBINE RD

TO CROSS

PUSH BUTTON

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

1 AS

653-1-12

8 1 AS

1 1 AS

5 1 AS

P6 P8 1 AS

P4

P6 1 AS

2 AS

P2 2 EA

P6 2 EA

P4 2 EA

2 EAP8

P6

P6

P2

P

DETAIL OF OVERHEAD SIGNS

WOODBINE RD

COBBLESTONE DR

SIGN B

(TO REMAIN)

SIGN C

(TO REMAIN)

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

R10-12A

REFLECTIVE PANEL

36"x30"

2 EA

PHASE 4

P4

4-SECT., 1-WAY

2 AS

R GSY FY

650-1-36

5-SECT., 1-WAY

G GYR Y

4 1 AS

1 AS8

2 2 AS

3-SECT., 1-WAY

4 AS

R Y G

650-1-70

6 2 AS

3-SECT., 1-WAY

REMAIN

EXISTING TO

6 AS

R Y G

REMAIN

EXISTING TO

2 AS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, PE

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VIDEO DETECTION ZONES

NUMBER

CAMERA

VIDEO

ZONE

DETECTION

SIZE OPERATION

(SEC)

TIME

DELAY

V1 & 2 VDZ-1 10'x50' NORMAL -

V1 & 2 VDZ-2A 10'x50' NORMAL -

V1 & 2 VDZ-2B 10'x50' NORMAL -

V1 & 2 VDZ-4A 10'x50' NORMAL -

V1 & 2 VDZ-4B 10'x50' NORMAL 10

V1 & 2 VDZ-6A 10'x50' NORMAL -

V1 & 2 VDZ-6B 10'x50' NORMAL -

V1 & 3 VDZ-7 10'x50' NORMAL -

V1 & 2 VDZ-8A 10'x50' NORMAL -

V1 & 2 VDZ-8B 10'x50' NORMAL 10

V1 IS AN EXISTING DOME STYLE DETECTION CAMERA

V2 IS A PROPOSED DOME STYLE DETECTION CAMERA PROVIDING OVERLAP COVERAGE

CONTROLLER BASIC TIMINGS

MOVEMENT NBLT SBT N/A EBT SBLT NBT N/A WB

TIMING FUNCTION TF1 TF2 TF3 TF4 TF5 TF6 TF7 TF8

MOVEMENT NUMBER 1 2 3 4 5 6 - 8

T

IM

IN

G

F U

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T

IO

N

MINIMUM GREEN 4 6 - 5 4 6 - 5

EXTENSION 4.0 6.0 - 4.0 4.0 6.0 - 4.0

MAX GREEN 1 25 67 - 25 19 73 - 25

MAX GREEN 2 - - - - - - - -

YELLOW CLEARANCE 4.0 4.0 - 3.4 4.0 4.0 - 3.4

ALL RED 2.3 2.3 - 3.4 2.3 2.3 - 3.4

PED WALK - 7 - 7 - 7 - 7

PED CLEARANCE - 24 - 18 - 24 - 18

RECALL - MIN - - - MIN - -

TIMINGS ARE INITIAL AND MAY REQUIRE ADJUSTMENTS AFTER SIGNAL IS OPERATIONAL

700-3-201

207 208

ROW22

ROW25

W A T E R

W A T E R

VDZ-2B

VDZ-2A

VDZ-5

VDZ-1

VDZ-6A

VDZ-6B

V D

Z

V D

Z

V D

Z R

V D

Z R

V D

Z

V D

Z

C H

U M

U C

K L A

H

W Y

H

Q U

IN

T E

T T E

R

D

H

U

U

U

U

U

S A

N

U

U

U

U

S A

N

U

U

U

B A C K

F L O

W

B A C K

F L O

W

N

N °1

'3 "W

N °4

'1 "W

N22°30'29"E

POLE NO. 5; EL. 142.06'

STA. 206+47.36; 56.10' LT.

POLE NO. 6; EL. 142.25'

STA. 206+91.29; 64.33' LT.

POLE NO. 7

STA. 207+48.89; 59.51' RT.

EL. 142.10'

POLE NO. 8

STA. 207+62.93; 41.26' RT.

EL. 143.86'

STA. 207+72.97; 40.25' RT.

STA. 206+89.14; 82.16' RT.

STA. 206+29.30; 38.75' RT.

STA. 206+38.53; 46.98' RT.

STA. 207+63.73

55.10' LT.

STA. 207+70.36

38.75' LT.

STA. 207+12.10; 90.97' LT.

STA. 206+31.80

40.25' LT.

EXIST. R/W

EXIST. R/W

EXIST. R/W

1 EA

1 EA

2 RUNS @ 30 LF

1 EA

2 RUNS @ 6 LF

1 EA

2 RUNS @ 10 LF

1 EA

1 EA

2 RUNS @ 14 LF

1 EA

1 EA

2 RUNS @ 9 LF

1 EA

1 EA

2 RUNS @ 8 LF

1 EA

2 RUNS @ 7 LF

2 RUNS @ 7 LF

1 EA

1 EA

1 EA

2 RUNS @ 24 LF

2 RUNS @ 4 LF

1 EA

1 EA

2 RUNS @ 6 LF

1 EA

1 EA

1 EA

1 EA

2 RUNS @ 8 LF

POWER SERVICE POLE

CONTROLLER CABINET

10 40

Feet

REMOVAL ITEMS

3 EA

1 EA

5 RUNS @ 28 LF

1 PI

19 EA (INT. TOTAL)

1 EA

1 EA

1 EA

1 EA

1 EA (PIGGYBACK)

1 AS

CONTROLLER CABINET ITEMS

1 EA

POWER SERVICE ITEMS

50 LF (3, #6 AWG)

1 EA

1 EA (P-IIB, 36')

5 EA

1 AS

1 PI

3 RUNS @ 91 LF

3 RUNS @ 28 LF

3 RUNS @ 103 LF

3 RUNS @ 38 LF

3 RUNS @ 58 LF

VDZ-2R

2 RUNS @ 8 LF

1 RUN @ 36 LF

3 RUNS @ 110 LF

VDZ-6R

CR 197A (WOODBINE RD) AT CHUMUCKLA HWY

SIGN E

SIGN F

R10-12A

R10-12A

R10-12A

SIGN D

SIGN D

R

(BY OTHERS)

OVERHEAD SERVICE LATERAL

50'R

WOODBINE RD

35 MPH

WOODBINE RD

35 MPH

� CONSTRUCTION

� CHUMUCKLA HWY

R10-12A

R10-12A

3 RUNS @ 24 LF

CROWN EL. 142.00'

CROWN EL. 142.87'

1 EA

CROWN EL. 142.02'

R3-4

R3-4

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

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.0

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T-5 WOODBINE RD [SHEET] : C:\FDOTConnect10.12\Workspaces\FDOT\WorkSets\22-022 Woodbine Rd thru Five Points - Mott Mac\Signalization\PLANSG01.dgn

1:07:45 PM8/12/2026mblakley

'R

'R

646-1-11

665-1-12

630-2-11

649-21-3

630-2-11

649-21-15

630-2-11

646-1-11

665-1-12

630-2-11 646-1-11

665-1-12

630-2-11

646-1-11

665-1-12

630-2-11

649-21-3

630-2-11

665-1-12

646-1-11

630-2-11

649-21-21

630-2-11

665-1-12

646-1-11

630-2-11

665-1-12

646-1-11

630-2-11

665-1-12

646-1-11

630-2-11

641-2-80

P8

611-2-1

630-2-11

632-7-1

635-2-11

660-4-11

660-4-42

663-1-122

663-1-123

684-6-1

685-1-14

670-5-161

1 EA

639-1-112

639-2-1

639-3-11

641-2-12

646-1-60

670-5-600

632-7-6

660-4-12 1 EA

630-2-12

630-2-11

630-2-12

630-2-11

630-2-11

P8

P6

P6

8R

4R

630-2-11

630-2-14

630-2-12

P4

P4

P2

P2

630-2-11

CROWN EL. 141.79'

685-2-1

PHASE 4PHASE 1 PHASE 3

PHASE 2

PHASE 2

or

3 TF 7

TF 4 TF 84

TF 3

S.O.P. 10 MODIFIED

1TF 1 TF 5

TF 2 TF 62

P2

P6

P6

P2

P

P

2 2 AS

DETAIL OF SIGNAL HEADS

3-SECT., 1-WAY

6 AS

R Y G

650-1-34

DETAIL OF PED DISPLAYS

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

8 AS

653-1-11

P2 2 AS

P8

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

CHUMUCKLA HWY

TO CROSS

PUSH BUTTON

DETAIL OF PEDESTRIAN SIGNS

SIGN FTP-032-25

INCLUDE IN COST OF PEDESTRIAN DETECTOR

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

WOODBINE RD

TO CROSS

PUSH BUTTON

4 1 AS

6 2 AS

8 1 AS

1 2 AS

5 1 AS

P4

P6

2 AS

P6 2 EA P4 2 EA

2 EAP8

DETAIL OF OVERHEAD SIGNS

2 AS

2 AS

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

QUINTETTE RD

TO CROSS

PUSH BUTTON

P2 2 EA

3 1 AS

7 1 AS

YGYR

5-SECT., 1-WAY

2 AS

G

650-1-38

4R 1 AS

8R 1 AS

panelStyle:Street Name 12-9in_Overhead.ssipanelName:Sign FpanelQuantity:2panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:0panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000borderThick:0.500borderRadius:1.500borderInset:-1.000 panelStyle:Street Name 12-9in_Overhead.ssipanelName:Sign EpanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:0panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000borderThick:0.500borderRadius:1.500borderInset:-1.000 panelStyle:Street Name 12-9in_Overhead.ssipanelName:SIGN DpanelQuantity:2panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:0panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000borderThick:0.500borderRadius:1.500borderInset:-1.000

SIGN F

REFLECTIVE PANEL

18"x90"

SIGN E

REFLECTIVE PANEL

18"x90"

SIGN D

REFLECTIVE PANEL

18"x90"

2 EA 1 EA 1 EA

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

R10-12A

REFLECTIVE PANEL

36"x30"

4 EA

CONTROLLER & OPERATION NOTES:

1. THE CONTROLLER SHALL BE NEMA, 8-PHASE, SOP 10 CAPABLE, INITIALLY OPERATED AS SHOWN.

2. FLASHING OPERATIONS SHALL FLASH YELLOW FOR MOVEMENTS 2 AND 6 AND FLASH RED FOR ALL OTHER

MOVEMENTS.

SPECIAL NOTES:

1. THE MAJOR STREET IS WOODBINE RD, MOVEMENTS 1, 2, 5, AND 6.

2. THE MINOR STREET IS CHUMUCKLA HWY/QUINETTE RD., MOVEMENTS 3, 4, 7, AND 8.

3. OBTAIN POWER SERVICE FROM THE EXISTING UTILITY POLE ON THE SOUTHEAST SIDE OF THE

INTERSECTION.

4. CONNECT CONTROLLER, CONFLICT MONITOR, UNINTERRUPTIBLE POWER SUPPLY, AND PREEMPTION

SYSTEMS TO WIRELESS COMMUNICATION DEVICE SHELF-MOUNTED IN CABINET.

PHASE 6

PHASE 5

or

PHASE 5

P

P

4-SECT., 1-WAY

5 AS

R GSY FY

650-1-36

R3-4

REFLECTIVE PANEL

36"x36"

2 EA

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

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F

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T-5N WOODBINE RD [SHEET] : C:\FDOTConnect10.12\Workspaces\FDOT\WorkSets\22-022 Woodbine Rd thru Five Points - Mott Mac\Signalization\PLANSG01.dgn

1:07:46 PM8/12/2026mblakley

VIDEO DETECTION ZONES

NUMBER

CAMERA

VIDEO

ZONE

DETECTION

SIZE OPERATION

(SEC)

TIME

DELAY

V1 & 2 VDZ-1 10'x50' NORMAL -

V1 & 2 VDZ-2A 10'x50' NORMAL -

V1 & 2 VDZ-2B 10'x50' NORMAL -

V1 & 2 VDZ-2R 10'x10' ATSPM -

V1 & 2 VDZ-3 10'x50' NORMAL -

V1 & 2 VDZ-4 10'x50' NORMAL -

V1 & 2 VDZ-4R 10'x50' DELAY 20

V1 & 2 VDZ-5 10'x50' NORMAL -

V1 & 2 VDZ-6A 10'x50' NORMAL -

V1 & 2 VDZ-6B 10'x50' NORMAL -

V1 & 2 VDZ-6R 10'x10' ATSPM -

V1 & 2 VDZ-7 10'x50' NORMAL -

V1 & 2 VDZ-8 10'x50' NORMAL -

V1 & 2 VDZ-8R 10'x50' DELAY 20

V1 IS AN EXISTING DOME STYLE DETECTION CAMERA

V2 IS A PROPOSED DOME STYLE DETECTION CAMERA PROVIDING OVERLAP COVERAGE

CONTROLLER BASIC TIMINGS

MOVEMENT NBLT SBT WBLT EBT SBLT NBT EBLT WBT

TIMING FUNCTION TF1 TF2 TF3 TF4 TF5 TF6 TF7 TF8

MOVEMENT NUMBER 1 2 3 4 5 6 7 8

T

IM

IN

G

F U

N C

T

IO

N

MINIMUM GREEN 4 10 4 10 4 10 4 10

EXTENSION 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0

MAX GREEN 1 20 60 20 60 20 60 20 60

MAX GREEN 2 - - - - - - - -

YELLOW CLEARANCE 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

ALL RED 3.1 3.1 2.5 3.1 3.1 3.1 2.5 3.1

PED WALK - 7 - 7 - 7 - 7

PED CLEARANCE - 14 - 20 - 15 - 20

RECALL - MIN - - - MIN - -

TIMINGS ARE INITIAL AND MAY REQUIRE ADJUSTMENTS AFTER SIGNAL IS OPERATIONAL

700-3-201

700-3-201 700-3-201

212 213 214 215

ROW27

ROW55

ROW56

ROW58

W A T E R

W A T E R

VDZ-2B

VDZ-2A

VDZ-5

VDZ-1

VDZ-6A

VDZ-6B

V D

Z

V D

Z

V D

Z

R

V D

Z

R

V D

Z

B E

R R

Y H I L L

R

D

H

V D Z -6

R

C I R

C L E

K

G

A S

S

T A

T I O

N

H

B A C K

F L O

W

U

U

U

U

S A

N

U

U

EXIST. R/W

1 EA

2 RUNS @ 12 LF

1 EA

2 RUNS @ 12 LF

2 RUNS @ 12 LF

1 EA

2 EA

2 RUNS @ 9 LF

1 EA

1 EA

POWER SERVICE POLE

CONTROLLER CABINET

10 40

Feet

REMOVAL ITEMS

2 EA

1 EA

5 RUNS @ 17 LF

1 PI

11 EA (INT. TOTAL)

1 EA

1 EA

1 EA

1 EA

1 EA (PIGGYBACK)

1 EA

CONTROLLER CABINET ITEMS

1 EA

POWER SERVICE ITEMS

80 LF (3, #6 AWG)

1 EA

1 EA (P-IIB, 36')

3 EA

1 AS

1 PI

2 RUNS @ 6 LF

1 RUN @ 36 LF

CR 197A (WOODBINE RD) AT BERRYHILL RD

R10-12A

R10-12A

SIGN D

(BY OTHERS)

OVERHEAD SERVICE LATERAL

WOODBINE RD

35 MPH

� CONSTRUCTION

N

212 213 214 215215

N °0

'0

"E

STA. 214+55.65; 40.29' RT.

POLE NO. 10; EL. 143.86'

STA. 214+03.41; 64.16' RT.

STA. 213+90.91; 83.46' RT.

STA. 213+19.05; 52.08' RT.

POLE NO. 9; EL. 143.47'

STA. 213+53.87; 49.67' LT.

2 RUNS @ 9 LF

1 EA

1 EA

2 RUNS @ 11 LF

1 EA

1 EA

2 RUNS @ 21 LF

1 EA

1 EA

1 EA

1 EA

3 RUNS @ 143 LF

4 RUNS @ 90 LF

4 RUNS @ 85 LF

2 RUNS @ 35 LF

2 RUNS @ 77 LF

SIGN D

SIGN G

SIGN G

WOODBINE RD

35 MPH

1 PI

EXIST. R/W

EXIST. R/W

STA. 213+10.55

37.25' RT.

2 RUNS @ 11 LF

1 EA

1 EA

CROWN EL. 142.95'

CROWN EL. 143.26'

CROWN EL. 143.00'

CROWN EL. 142.46'

1 AS

R3-4

STA. 213+22.71

45.94' LT.

STA. 213+54.24

41.24' LT.

STA. 214+55.65

41.23' LT.

STA. 214+41.70

44.14' LT.

2 RUNS @ 6 LF

1 EA

2 EA

P R

C

S

T A

.4

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

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T-6 BERRYHILL RD [SHEET] : C:\FDOTConnect10.12\Workspaces\FDOT\WorkSets\22-022 Woodbine Rd thru Five Points - Mott Mac\Signalization\PLANSG01.dgn

1:07:47 PM8/12/2026mblakley

� CHUMUCKLA HWY

2 RUNS @ 22 LF

'R

'R

'R

45' R

'R

'R

649-21-18

630-2-11

649-21-13

630-2-11

665-1-12

646-1-11

630-2-11

665-1-12

646-1-11

630-2-11 641-2-80

P8

611-2-1

630-2-11

632-7-1

635-2-11

660-4-11

663-1-122

663-1-123

684-6-1

685-1-14

685-2-1

639-1-112

639-2-1

639-3-11

641-2-12

646-1-60

670-5-600

632-7-6

660-4-12 1 EA

P8

P6

8R

630-2-11

630-2-14

P4

P4

P2P2

4L

665-1-12

646-1-11

630-2-11

665-1-12

646-1-11

630-2-11

8R8L

8L

P6

665-1-12

646-1-11

630-2-11

665-1-12

646-1-11

630-2-11

630-2-12

630-2-12

630-2-12

630-2-11

630-2-11

660-4-42 1 EA

632-7-6

665-1-12

646-1-11

630-2-11

670-5-161

665-1-12

646-1-11

630-2-11

PHASE 4PHASE 1 PHASE 3

PHASE 2

PHASE 2

or

3 TF 7

TF 4 TF 84

8TF 3

S.O.P. 9 MODIFIED

1TF 1 TF 5

TF 2 TF 62

P2

P6

P6

P2

2 2 AS

DETAIL OF SIGNAL HEADS

3-SECT., 1-WAY

5 AS

R Y G

650-1-34

DETAIL OF PED DISPLAYS

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

8 AS

653-1-11

P2 2 AS

P8

DETAIL OF PEDESTRIAN SIGNS

SIGN FTP-032-25

INCLUDE IN COST OF PEDESTRIAN DETECTOR

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

WOODBINE RD

TO CROSS

PUSH BUTTON

4 1 AS

6 2 AS

1 1 AS

5 1 AS

P4

P6

2 AS

P6 2 EA

P4 2 EA

2 EAP8

DETAIL OF OVERHEAD SIGNS

2 AS

2 AS

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

BERRYHILLL RD

TO CROSS

PUSH BUTTON

P2 2 EA

YGYR

5-SECT., 1-WAY

2 AS

G

650-1-38

8L 1 AS

8R 2 AS

panelStyle:Street Name 12-9in_Overhead.ssipanelName:SIGN DpanelQuantity:2panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:0panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000borderThick:0.500borderRadius:1.500borderInset:-1.000

SIGN G

REFLECTIVE PANEL

18"x90"

SIGN D

REFLECTIVE PANEL

18"x90"

2 EA 2 EA

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

R10-12A

REFLECTIVE PANEL

36"x30"

2 EA

CONTROLLER & OPERATION NOTES:

1. THE CONTROLLER SHALL BE NEMA, 8-PHASE, SOP 10 CAPABLE, INITIALLY OPERATED AS SHOWN.

2. FLASHING OPERATIONS SHALL FLASH YELLOW FOR MOVEMENTS 2 AND 6 AND FLASH RED FOR ALL OTHER

MOVEMENTS.

SPECIAL NOTES:

1. THE MAJOR STREET IS WOODBINE RD, MOVEMENTS 1, 2, 5, AND 6.

2. THE MINOR STREET IS BERRYHILL RD, MOVEMENTS 3, 4, AND 8.

3. OBTAIN POWER SERVICE FROM THE EXISTING UTILITY POLE ON THE NORTHWEST SIDE OF THE

INTERSECTION.

4. CONNECT CONTROLLER, CONFLICT MONITOR, UNINTERRUPTIBLE POWER SUPPLY, AND PREEMPTION

SYSTEMS TO WIRELESS COMMUNICATION DEVICE SHELF-MOUNTED IN CABINET.

PHASE 5

P

P

5-SECT., 1-WAY

3 AS

G GYR Y

650-1-18 panelStyle:Street Name 12-9in_Overhead.ssipanelName:Sign GpanelQuantity:2panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:0panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000borderThick:0.500borderRadius:1.500borderInset:-1.000

4L 1 AS

+ NOT USED

NOT USED

4-SECT., 1-WAY

2 AS

R GSY FY

650-1-36

R3-4

REFLECTIVE PANEL

36"x36"

1 EA

8L 1 AS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

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T-9

T-6N BERRYHILL RD [SHEET] : C:\FDOTConnect10.12\Workspaces\FDOT\WorkSets\22-022 Woodbine Rd thru Five Points - Mott Mac\Signalization\PLANSG01.dgn

1:07:48 PM8/12/2026mblakley

VIDEO DETECTION ZONES

NUMBER

CAMERA

VIDEO

ZONE

DETECTION

SIZE OPERATION

(SEC)

TIME

DELAY

V1 & 2 VDZ-1 10'x50' NORMAL -

V1 & 2 VDZ-2A 10'x50' NORMAL -

V1 & 2 VDZ-2B 10'x50' NORMAL -

V1 & 2 VDZ-3 10'x50' NORMAL -

V1 & 2 VDZ-4 10'x50' NORMAL -

V1 & 2 VDZ-4R 10'x50' DELAY 20

V1 & 2 VDZ-5 10'x50' NORMAL -

V1 & 2 VDZ-6A 10'x50' NORMAL -

V1 & 2 VDZ-6B 10'x50' NORMAL -

V1 & 2 VDZ-6R 10'x20' ATSPM -

V1 & 2 VDZ-8 10'x50' NORMAL -

V1 & 2 VDZ-8R 10'x50' DELAY 20

V1 IS AN EXISTING DOME STYLE DETECTION CAMERA

V2 IS A PROPOSED DOME STYLE DETECTION CAMERA PROVIDING OVERLAP COVERAGE

CONTROLLER BASIC TIMINGS

MOVEMENT NBLT SBT WB EB SBLT NBT N/A N/A

TIMING FUNCTION TF1 TF2 TF3 TF4 TF5 TF6 TF7 TF8

MOVEMENT NUMBER 1 2 3+8 4 5 6 N/A N/A

T

IM

IN

G

F U

N C

T

IO

N

MINIMUM GREEN 4 10 10 4 4 10 - -

EXTENSION 4.0 6.0 6.0 4.0 4.0 6.0 - -

MAX GREEN 1 15 70 40 15 25 60 - -

MAX GREEN 2 - - - - - - - -

YELLOW CLEARANCE 4.0 4.0 4.4 4.0 4.0 4.0 - -

ALL RED 3.1 3.1 2.5 3.1 3.1 3.1 - -

PED WALK - 7 7 7 - 7 - -

PED CLEARANCE - 21 18 18 - 17 - -

RECALL - MIN - - - MIN - -

TIMINGS ARE INITIAL AND MAY REQUIRE ADJUSTMENTS AFTER SIGNAL IS OPERATIONAL

700-3-201

700-3-201

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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MAST ARM TABULATION

T-10

POLEDETAILSHEETS : C:\FDOTConnect10.12\Workspaces\FDOT\WorkSets\22-022 Woodbine Rd thru Five Points - Mott Mac\Signalization\PLDTSG01.dgn

1:07:48 PM8/12/2026mblakley

G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

AC

124 3

H1

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF FOUNDATION ELEVATION

W1

SIGN A

W2

SIGN BSIGN C

W3

H3 H2

B

H4

D

SIGN D

W4

TOTAL ARM LENGTH

W5

S

IG

N E

E H5

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

DIRECTION FROM ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

SPECIAL INSTRUCTIONS

NO.

ID

BUTTON

PED.

SIGNALS

PED.

LOCATION

HANDHOLE

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY WEIGHT

**DENOTES

SIGNAL DATA SIGN DATA DETECTORS

NO.

ID

NO.

SHEET

BY STA.

LOCATION

ELEVATION

FOUND.

TOP OF

NO.

ARM

RDWY

ELEV.

CROWN

Y/N

NAIRE

LUMI-

Y/N

COMP.

TERM.

V/H

SIGNAL

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

DISTANCE FROM POLE

LENGTH

ARM

TOTAL

M.H.

ARM

90/270

DUAL ARMS

BETWEEN

ANGLE

SIGN

DISTANCE FROM POLE / HEIGHT AND WIDTH OF

VIDEO

COLOR

PAINT

1 * 2 * 3 * 4 * 5 * A H1 W1 B H2 W2 C H3 W3 D H4 W4 V1 **

1 T-4 193+61.18 EXIST 1 132.15 N Y H Y N 31.6 3 42.4 5 - - - - - - 60 EX - 20.1 1.5 9 47.9 3 2 - - - - - - - - NONE

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

2 T-4 193+66.75 EXIST 1 131.65 N Y H Y N 29.2 3 40.2 3 52.0 4 - - - - 60 EX - 23.7 1.5 9 - - - - - - - - - 34.5 12 NONE

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

3 T-4 194+58.95 EXIST 1 131.58 N Y H Y N 13.8 3 30.5 3 - - - - - - 40 EX - 5.3 1.5 9 22.4 3 2 - - - - - - - - NONE

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

4 T-4 194+78.67 EXIST 1 132.04 N Y H Y N 18.5 3 29.5 3 41.3 4 - - - - 60 EX - 12.7 1.5 9 - - - - - - - - - 45.8 12 NONE

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

5 T-5 206+47.36 142.06 1 142.06 N Y H Y N 36.9 3 48.1 3 57.6 4 59.0 4 - - 70 20 - 17.7 1.5 7.5 52.2 3 2.5 55.7 3 2.5 62 3 3 - - NONE

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

6 T-5 206+91.29 142.25 1 141.79 N Y H Y N 14.8 5 27.5 3 38.5 4 - - - - 40 20 - 7.1 1.5 7.5 33.2 3 2.5 - - - - - - 20.2 12 NONE

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

7 T-5 207+48.89 142.10 1 142.02 N Y H Y N 55.7 5 67.8 3 77.0 4 - - - - 78 20 - 41.1 1.5 7.5 72.8 3 2.5 - - - - - - 62.9 12 NONE

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

8 T-5 207+62.93 143.86 1 142.87 N Y H Y N 9.5 3 21.0 3 32.8 4 - - - - 40 19 - 5.8 1.5 7.5 27 3 2.5 37.75 3 3 - - - - - NONE

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

9 T-7 213+53.87 143.47 1 142.97 N Y H Y N 53.4 5 65.1 5 - - - - - - 70 20 270 17.9 1.5 7.5 - - - - - - - - - - - NONE

--- ----- -------------- ------- 2 143.00 - - - - - 21.4 3 32.4 3 43.5 4 - - - - 50 20 ----- 10.2 1.5 8 38.3 3 2.5 48.5 3 3 - - - 48.6 12 NONE

10 T-7 214+03.41 143.86 1 143.26 N Y H Y N 38.7 3 50.2 3 59.0 4 - - - - 60 20 90 17.4 1.5 7.5 55.0 3 2.5 - - - - - - 45.2 12 NONE

--- ----- -------------- ------- 2 142.46 - - - - - 23.1 5 34.0 5 38.9 5 49.0 3 - - 50 20 ----- 5.0 1.5 7.5 - - - - - - - - - - - NONE

- - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

- - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

- - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

- - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

--- ----- -------------- ------- 2 - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - -

Data Table

Special Mast Arm Assemblies

T-11

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. MM PROJECT IDCOUNTY

502100976-006Santa RosaCR 197A

/1

/2

T a b le .d g n

C

F D

O T

C o n n e c t1

.1

\W o r k s p a c e s \F

D O

T \W o r k

S e ts

\2

W o o d b in e R d t h r u

F iv e P o in ts

M o tt M a c \S ig n a li z a ti o n

\M a s t

A r m

D a ta

:0

:4

P

M m b la k le y

PENSACOLA, FLORIDA 32502

220 WEST GARDEN STREET SUITE 700

MOTT MACDONALD FLORIDA, LLC.

LICENSE NUMBER: 71350

KEVIN M. MORGAN, PE

T H

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T I

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F

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A

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ENGINEER OF RECORD

SPECIAL MAST ARM ASSEMBLIES DATA TABLE

SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)

SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)

LOCATIONS

NUMBER OF

NUMBER

STRUCTURE

FA(ft) FB(in) FC(in) FD(in)

FIRST ARM

FE(ft) FF(in)

FIRST ARM EXTENSION

FG(in) FH(in) SA(ft) SB(in)

SECOND ARM

SC(in) SD(in) SE(ft)

SECOND ARM EXTENSION

SF(in) SG(in) SH(in) UA(ft) UB(ft) UC(in) UD(in)

POLE

UE(in) UF(deg) UG(ft)

NUMBER

STRUCTURE

#Bolts HT FJ FK

FIRST ARM CONNECTION (in) First Arm Camber Angle = 2 Degrees

FL FN FO FP FR FS FT #Bolts HT SJ SK SL

SECOND ARM CONNECTION (in) Second Arm Camber Angle = 2 Degrees

SN SO SP SR SS ST

LL(deg)LK(in)LJ(in)LH(in)

LUMINAIRE AND LUMINAIRE CONNECTION

LG(in)LF(ft)LELD(in)LC(in)LB(ft)LA(ft)RBRA

SHAFT AND REINF.

DB(ft)DA(ft)BF

POLE BASE CONNECTION (in)

BCBBBA#Bolts

NUMBER

STRUCTURE

Table Date 07-01-15

Table Date 01-01-12

Table Date 01-01-12

RC RD(in)

Design Water Table is 0.0 ft. below surface

Soil Weight = 53 pcf

Soil Friction Angle = 29 deg.

Soil Layer Thickness = 6.0 ft.

Soil Type: Silty fine sand

Assumptions and Values used in design:2.

sealed by Craig E. Dunkelberger

Design based on Borings taken October 20241.

FOUNDATION NOTES [Notes Date 01-01-12]:

RE RF(in)

Design Wind Speed = 150 mph2.

Work with Index 649-031.1.

NOTES [Notes Date 07-01-13]:

MA 51

MA 5

MA 5

40 7.4 13 0.25 0 0 0 0 0 0 0 0 0 0 0 0 25 21 14.5 18 0.375 0 0

6 22 27 3 0.75 0.438 15 1.25 2 8.5 0.438 0 0 0 0 0 0 0 0 0 0 0

6 34 2.5 2 40 14.5 4.5 11 15 8 12 0 0 0 0 0 0 0 0 0 0 0 0 0

MA 61

MA 71

MA 81

MA 91

MA 101

MA 6

MA 7

MA 8

MA 9

MA 10

MA 6

MA 7

MA 8

MA 9

MA 10

40 7.4 13 0.25 0 0 0 0 0 0 0 0 0 0 0 0 25 21 14.5 18 0.375 0 0

6 22 27 3 0.75 0.438 15 1.25 2 8.5 0.438 0 0 0 0 0 0 0 0 0 0 0

6 34 2.5 2 40 11.5 4.5 11 15 8 12 0 0 0 0 0 0 0 0 0 0 0 0 0

38 7.68 13 0.25 35 12.1 17 0.375 32.5 7.45 12 0.25 20 11.2 14 0.313 25 21 20.5 24 0.375 270 0

6 30 36 3 0.75 0.5 23 1.25 2.5 12.5 0.5 6 30 36 3 0.75 0.5 23 1.25 2.5 12.5 0.5

8 40 2.5 2 40 18.5 5 11 19 10 8 0 0 0 0 0 0 0 0 0 0 0 0 0

35.5 7.03 12 0.25 27.5 11.2 15 0.375 32.5 7.45 12 0.25 20 11.2 14 0.313 25 21 18.5 22 0.375 90 0

6 30 36 3 0.75 0.438 23 1.25 2.5 12.5 0.438 6 30 36 3 0.75 0.438 23 1.25 2.5 12.5 0.438

8 38 2.5 2 40 21.5 4.5 11 15 10 8 0 0 0 0 0 0 0 0 0 0 0 0 0

38 7.68 13 0.25 35 12.1 17 0.375 0 0 0 0 0 0 0 0 25 21 18.5 22 0.375 0 0

6 30 36 3 0.75 0.438 17 1.25 2.5 12.5 0.438 0 0 0 0 0 0 0 0 0 0 0

8 38 2.5 2 40 21.5 4.5 11 15 10 8 0 0 0 0 0 0 0 0 0 0 0 0 0

39 9.54 15 0.25 42 14.1 20 0.375 0 0 0 0 0 0 0 0 25 21 20.5 24 0.5 0 0

6 30 36 3 0.75 0.625 18 1.5 2.5 12 0.625 0 0 0 0 0 0 0 0 0 0 0

8 40 2.5 2 40 25 5 11 19 10 6 0 0 0 0 0 0 0 0 0 0 0 0 0

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, PE

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ENGINEER OF RECORD

STREET NAME

SIGNS DETAILS

T-12

SPECIALDETAILSHEETS : C:\FDOTConnect10.12\Workspaces\FDOT\WorkSets\22-022 Woodbine Rd thru Five Points - Mott Mac\Signalization\GSWKSG01.dgn

1:07:49 PM8/12/2026mblakley

5.82" 78.36" 5.82"

90"

5"

8"EM

5"

18"

BORDER

R=1.5"

TH=0.5"

Sign D 4

90" 0.5"

See Plans

18" 1.5"

White White

Green

W

5.82" o

15.5" o

22.7" d

29.9" b

38.38" i

46.14" n

50.94"

58.7"

64.86"

R

70.98" d

78.9"

L

78.36"

4.78" 80.44" 4.78"

90"

5"

8"EM

5"

18"

BORDER

R=1.5"

TH=0.5"

Sign E 1

90" 0.5"

See Plans

18" 1.5"

Whit White

Green

Q

4.78" u

13.9" i

22.38" n

27.18" t

34.86" e

40.86" t

47.82" t

53.74"

59.74"

65.9"

72.02" d

79.94"

L

80.44"

5.86" 78.28" 5.86"

90"

5"

8"E

5"

18"

BORDER

R=1.5"

TH=0.5"

Sign F 1

90" 0.5"

See Plans

18" 1.5"

White White

Green

C

5.86" h

13.86" u

20.1" m

26.5" u

36.1" k

42.5" l

48.18" a

50.74"

56.26"

H

62.3" w

69.98" y

77.98"

L

78.28"

6.78" 76.44" 6.78"

90"

5"

8"EM

5"

18"

BORDER

R=1.5"

TH=0.5"

Sign F 2

90" 0.5"

See Plans

18" 1.5"

White White

Green

B

6.78" e

14.78" r

22.54" r

28.46" y

33.5" h

42.62" i

51.1" l

55.9" l

60.7"

63.9"

70.02" d

77.94"

L

76.44"

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACESPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY COPY

SPACE

SPACE

COPY

SPACE

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

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE