Woodbine_Road_at_US90_PLANS-03-SIGNALIZATION_Bid_Set.pdf

LOCATION OF PROJECT

SPECIAL DETAILST-9

GUIDE SIGN WORKSHEETT-8

MAST ARM ASSEMBLIES DATA TABLET-7

MAST ARM TABULATIONT-6

SIGNALIZATION PLANT-4 - T-5

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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JACKSONVILLE

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OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

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CONTRACT PLANS

SANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

PROJECT NO. 502100976-005

AND SR 10 (US 90) INTERSECTION

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

Commissioner District 3James Calkins

Commissioner District 2Kerry Smith

Commissioner District 1 (Vice-Chair)Sam Parker

4277 LAFAYETTE STREET

MARIANNA FL, 32446

JOHN C. FIELDING, P.E.

P.E. LICENSE NUMBER 79082

PANHANDLE ENGINEERING & CONSTRUCTION, INC.

(850) 526-2291

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SIGNALIZATION PLANS

JANUARY 2024

RELEASED FOR BID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. FINANCIAL PROJECT IDCOUNTY

22-021

SANTA ROSA

CR 197A

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32446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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ENGINEER OF RECORD

SIGNATURE SHEET

T-2

STATE OF

No 79082

ESNECIL

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NIGNE LANOIS

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F 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

GUIDE SIGN WORKSHEETT-8

MAST ARM TABULATION T-6

T-4 to T-5 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

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

MAST ARM ASSEMBLIES DATA TABLET-7

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

STATE OF

No 51391

ESNECIL SKCI

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BOARD OF COUNTY COMMISSIONERS

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ENGINEER OF RECORD

GENERAL NOTES

T-3

MARIANNA, FL 32446

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

LICENSE NUMBER 79082

JOHN C. FIELDING, P.E.

SIGNALIZATION NOTES

EQUAL).

INCLUDE EMERGENCY VEHICLE PREEMPTION MODULE FOR THE THE WIRELESS SUBCRIBER UNIT (MIOVISION SMARTLINK 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.

CONTACT TRAFFIC OPERATIONS AT 1-888-638-0250 FOR ANY TECHNICAL QUESTIONS.

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 PLUF 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.

VERTICALLY OR BELOW THE MAST ARM TO REMEDY ELEVATION PROBLEMS IS UNACCEPTABLE.

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

FLASHING MODE.

TRAFFIC SIGNAL INSTALLATION IN NORMAL OPERATION MODE. AN INSPECTION IS NOT REQUIRED PRIOR TO PLACING THE SIGNAL IN SCHEDULE AN INSPECTION THROUGH THE DISTRICT THREE TRAFFIC OPERATIONS OFFICE at (850) 330-1267 BEFORE PLACING A NEW3.

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

NOTIFY THE DISTRICT THREE PUBLIC INFORMATION OFFICE @ (850) 330-1205, SEVEN DAYS BEFORE PLACING A NEW TRAFFIC SIGNAL2.

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 DISTRICT THREE, WORK PERFORMED SHALL BE UNDER THE1.

191191

(6'X20')

ZONE, VDZ-6B

VIDEO DETECTION

193 194 195 196

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193 194 195 196

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(6'X20')

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VIDEO DETECTION

(6'X20')

ZONE, VDZ-2A

VIDEO DETECTION

P8

P8

P2 P2

EXIST. POWER SERVICE POLE

£ SR 10 (US 90)

£ CR 197A (WOODBINE RD)

MAST ARM NO. 1

STA. 193+75.00; 92.08' LT.

ELEV. = 16.00'

TEST HOLE MA1 CLEAR

MAST ARM NO. 2

STA. 194+64.71; 42.00' RT.

ELEV. = 12.40'

+29.69; 23.39' RT.

+23.02; 71.54' LT.

+38.82; 74.13' LT. +06.18; 74.33' LT.

SIGN B

SIGN A

SIGN B

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 AS

30 LF

1 EA

130 LF (TOTAL)

1 EA

1 EA, P-IIB (36')

1 EA

1 PI

1 PI

1 EA

1 EA

1 EA

1 AS

1 EA

1 EA (PIGGYBACK)

1 EA

1 EA

4, 2" RUNS

6, 2" RUNS

4, 2" RUNS

BORING 2

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

VDZ-1

50'x20'

V D

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'x

150' (TYP.)

17 EA (INT. TOTAL)

1" =40

N

SR 10 (US 90)

45 MPH

SR 10 (US 90)

45 MPH

C R

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EXIST. R/W

EXIST. R/W

EXIST. R/W

EL. = 16.14

PAVT CROWN

EL. = 15.94'

PAVT CROWN

1 EA

121 LF (TOTAL)

230 LF (TOTAL)

(LOCATE & PROTECT)

2.5" FOC AT 5.30'

TEST HOLE

(LOCATE & PROTECT)

1.5" FOC AT 4.50'

TEST HOLE

(REMOVE)

2.5" IRRIGATION

TEST HOLE

(TO REMAIN)

12.5" FM

TEST HOLE

.7

3, 2" RUNS

BORING 1

BORING 3

3, 2" RUNS

SR 10 (US 90) AT CR 197A (WOODBINE RD)

STRUCTURE NO. 58M051

649-21- 10

682- 1-133

660- 4- 12

660- 4- 12

646- 1- 11

665- 1- 12

641- 2- 80

641- 2- 80

641- 2- 80

641- 2- 80

646- 1- 60

646- 1- 60

646- 1- 60

670- 5-600

630- 2- 14

639- 1-112

639- 2- 1

639- 3- 11

641- 2- 12

611- 2- 1

632- 7- 1

632- 7- 6

660- 4- 11

663- 1-121

663- 1-122

670- 5-111

684- 6- 12

685- 1- 14

685- 2- 1

649-21- 19

646- 1- 11

665- 1- 12

646- 1- 11

665- 1- 12

646- 1- 11

665- 1- 12

635- 2- 11

660- 4- 12

630- 2- 11

630- 2- 12

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32446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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ENGINEER OF RECORD

SIGNALIZATION PLAN

T-4

180' TYP.

1/23/24 Revised for items provided separately

OF TRAFFIC DURING INSTALLATION, AS REQUIRED.

THE PROJECT CONTRACTOR IS RESPONSIBLE FOR PROVIDING MAINTENANCE

CONTACTING THE COUNTY'S MAINTENANCE CONTRACTOR AT (850) 433-8267.

COORDINATE THE SCHEDULED INSTALLATION OF THESE ITEMS BY

THE COUNTY'S SIGNAL MAINTENANCE CONTRACTOR, INGRAM SIGNALIZATION.

NOTE: ITEMS MARKED OUT IN RED WILL BE FURNISHED AND INSTALLED BY

DATE DESCRIPTION

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32446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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SIGNALIZATION PLAN

T-5

AND LOCATIONS.

OTHERWISE NOTED. REFER TO THE ESTIMATED QUANTITIES REPORT FOR CONDUIT LENGTHS

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

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

COMMUNICATION DEVICE SHELF-MOUNTED IN CABINET.

CONNECT CONTROLLER, CONFLICT MONITOR, CCTV, AND PREEMPTION SYSTEMS TO WIRELESS 4.

INTERSECTION.

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

THE MINOR STREET IS WOODBINE RD, MOVEMENT 8.2.

THE MAJOR STREET IS SR 10, MOVEMENTS 2 AND 6.1.

SPECIAL NOTES:

FOR MOVEMENT 1 (SR 10 EBLT) MOVEMENT 8 (WOODBINE RD).

FLASHING OPERATIONS SHALL FLASH YELLOW FOR MOVEMENTS 2 AND 6 (SR 10) AND FLASH RED 2.

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

CONTROLLER & OPERATION NOTES:

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

TIMING FUNCTION

CONTROLLER BASIC TIMINGS

T

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T

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N EXTENSION

MINIMUM GREEN

4.8

2.0

5.0

6 7

5.0

MIN

5.0

50 30

3.0

MIN

AFTER SIGNAL IS OPERATIONAL.

TIMINGS ARE INITIAL AND MAY REQUIRE ADJUSTMENTS

DETAIL OF OVERHEAD SIGNS

ILLUMINATED

24"x102"

SIGN B

ILLUMINATED

24"x60"

SIGN A

SEE WORKSHEET

700- 5- 21 1 EA 700- 5- 22

SEE WORKSHEET

2 EA

8 2 AS 6 2 AS

2 2 AS

DETAIL OF SIGNAL HEADS

TF 7

TF 4 TF 8

TF 3

SPECIAL S.O.P.

1TF 1 TF 5

TF 2 TF 62

PHASE 3PHASE 1 PHASE 2

P8

P2

3-SECT., 1-WAY

4 AS

R Y G

650-1-34

3-SECT., 1-WAY

4 AS

R Y G

650-1-34

1 2 AS

DETAIL OF PEDESTRIAN DISPLAYS

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

4 AS

653-1-11

P2 2 AS

P8 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

US 90

TO CROSS

PUSH BUTTON

INCLUDE IN COST OF PEDESTRIAN DETECTOR

SIGN FTP-68B-06

DETAIL OF PEDESTRIAN SIGNS

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

COVERAGE

(SEC)

TIME

DELAY

NUMBER

CAMERA

VIDEO

ZONE

DETECTION

VIDEO DETECTION ZONES

V2 & V3 ARE ADVANCED VIDEO DETECTION CAMERAS

V1 IS A DOMED PRESENCE DETECTION CAMERA

20'x50'VDZ-1 NORMAL -

OPERATION

DETECTOR

VDZ-2A

VDZ-2B

VDZ-6A

VDZ-6B

VDZ-8

20'x6'

20'x50'

20'x6'

20'x6'

20'x6'

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

V1

V1

V3

V2

P2 2 EAP8 2 EA

(SEC)

CYCLE

(SEC)

OFFSET

SEQUENCE

PATTERN 1 140 0 1

PATTERN 2 140 10 1

PATTERN 3 150 0 1

PATTERN 4 140 10 1

PATTERN 5 90 0 1

PATTERN 6 180 0 1

PATTERN 55 180 0 1

PATTERN 66 250 0 1

COORDINATED SIGNAL TIMINGS

TOD PLAN 1 (MON-THUR) TOD PLAN 2 (SAT) TOD PLAN 3 (SUN) TOD PLAN 4 (FRI)

0:00 PATTERN 10 (FREE) 0:00 PATTERN 10 (FREE) 0:00 PATTERN 10 (FREE) 0:00 PATTERN 10 (FREE)

5:45 PATTERN 5 8:00 PATTERN 5 9:00 PATTERN 5 5:45 PATTERN 5

6:30 PATTERN 1 9:00 PATTERN 4 10:30 PATTERN 4 6:30 PATTERN 1

10:30 PATTERN 2 19:00 PATTERN 5 17:00 PATTERN 5 10:30 PATTERN 2

15:00 PATTERN 3 20:30 PATTERN 10 (FREE) 20:00 PATTERN 10 (FREE) 15:00 PATTERN 6

18:00 PATTERN 6 18:00 PATTERN 5

20:30 PATTERN 10 (FREE) 20:30 PATTERN 10 (FREE)

PHASE

ALLOCATION

1 2 3 4 5 6 7 8

S1 27 83 110 30

S2 31 70 101 39

S3 52 62 114 36

S4 31 70 101 39

S5 22 43 65 25

S6 60 76 136 44

S55 52 98 150 30

S66 60 154 214 36

BY OTHERS BY OTHERS

BY OTHERS

BY OTHERS

BY OTHERS

BY OTHERS

BY OTHERS

BY OTHERS

1/23/24 Revised for items provided separately

DATE DESCRIPTION

NO.

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BOARD OF COUNTY COMMISSIONERS

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ENGINEER OF RECORD

MAST ARM TABULATION

T-6

G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

A

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 ROADWAY ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

C

4 3 2 1

MARIANNA, FL 32446

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

LICENSE NUMBER 79082

JOHN C. FIELDING, P.E.

SPECIAL INSTRUCTIONS

NO.

ID

BUTTON

PED.

SIGNALS

PED.

LOCATION

HANDHOLE

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY **DENOTES WEIGHT

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 VIDEO

COLOR

PAINT

1 * 2 * 3 * 4 * 5 * A H1 W1 B H2* W2* C H3 W3 VC1 ** VC2 **

1 T-4 193+75.00 16.00 1 16.14 N Y H Y N *22.1 3 34.1 3 46.3 3 *58.3 3 - - 60 19.0 - 5.8 2 8.5 - - - - - - 40 12 - - NONE

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

2 T-4 194+64.71 12.40 1 15.94 N Y H Y N *18.9 3 31.7 3 44.4 3 55.6 3 66.3 3 70 22.5 90 18.9 2 8.5 - - - - - - 40.2 12 68.9 15 NONE

--- ----- -------------- ------- 2 - N Y H Y N 34.0 3 44.4 3 57.0 3 - - - - 60 22.5 ----- 25.5 2 6 - - - - - - - - - - NONE

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

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

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

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

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

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

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

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

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

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

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

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

*DENOTES SIGNAL HEAD IS FOR FUTURE EXPANSION

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

jfielding 1/23/2024 12:38:08 PM C:\FDOTConnect10.11\Workspaces\FDOT\WorkSets\22-021 CR197A Woodbine Rd at SR10 US90\Signalization\B1DataTableMA01.DGN

KWD

BFH

RHB

YSS

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Pensacola, FL 32502

220 West Garden Street, Suite 700

Mott MacDonald Florida, LLC

P.E. No.: 51391

Bart F. Hendricks, P.E.

CHECKED BY:

BOARD OF COUNTY COMMISSIONERS

SANTA ROSA COUNTY

CR 197A SANTA ROSA 22-021

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) RE RF(in)

N = WOH (5 minimum in program)

Soil Weight = 43.0 pcf (in water)

Soil Friction Angle = 26 deg.

Soil Layer Thickness = 40 ft.

Soil Type = Cohesionless design:

Assumptions and Values used in 2.

Inc.

and sealed by T. Bishop, P.E., EGS, in report dated January 2023, signed

Design based on Boring WMA-1 shown 1.

STRUCTURE 1 - FOUNDATION NOTES:

N = 3 (5 minimum in program)

Soil Weight = 48.0 pcf (in water)

Soil Friction Angle = 28 deg.

Soil Layer Thickness = 40 ft.

Soil Type = Cohesionless design:

Assumptions and Values used in 2.

Inc.

and sealed by T. Bishop, P.E., EGS, in report dated January 2023, signed

Design based on Boring WMA-2 shown 1.

STRUCTURE 2 - FOUNDATION NOTES:

shafts.

for installation of the drilled need for use of temporary casing to slough and/or "cave-off" and the contractor should expect the soils

Specification 455-15.2). The

Construction (FDOT Standard the FDOT Dry Method Shaft meet the requirements for use of

The subsurface conditions do not 6.

are included in the design.

Signal heads for future expansion 5.

40' high luminaire.

Arm 1 pole has been modeled as a

Camera attached directly to Mast 4.

head signal.

Cameras have been modeled as a 3-3.

Design Wind Speed = 150 mph.2.

Work with Index 649-031.1.

NOTES:

1 2

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

38 7.7 13 0.25 35 12.1 17 0.375 35.5 7.03 12 0.25 27.5 11.2 15 0.375 26 22.5 20.4 24 0.5 90 0

35.5 7.03 12 0.25 27.5 11.2 15 0.375 0 0 0 0 0 0 0 0 22 19 18.9 22 0.375 0 0

6 30 36 3 0.75 0.625 23 1.5 2.5 12 0.625 6 30 36 3 0.75 0.625 23 1.5 2.5 12 0.625

8 38 2.5 2 40 25.5 4.5 11 16 10 8 16 0 0 0 0 0 0 0 0 0 0 0 0

8 40 2.5 2 40 30.9 5 11 19 10 6 23 0 0 0 0 0 0 0 0 0 0 0 0

T-7

MAST ARM ASSEMBLIES DATA TABLE

COUNTY ROAD NO. 197A (WOODBINE RD)

AND SR 10 (US 90) INTERSECTION

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

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

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

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

OF POSTS

FIXTURE SPACINGNO. OF LIGHT FIXTURES

PHOTOMETRIC CURVE

WATT

VOLTAGE

Sign A 1

72" 1" none

24" 2.25"

White White

Green

9.18

U

12.72

S

9.72

12.12

10.08 9.18

L

53.64

9.18 53.64 9.18

72"

12EM

BORDER

R=2.25"

TH=1"

9.72 82.56 9.72

102"

12C

BORDER

R=2.25"

TH=1"

Sign B 2

102" 1" none

24" 2.25"

White White

Green

9.72

W

10.2 o

7.56 o

7.56 d

8.28 b

7.92 i

3.84 n

7.8 e

6.12

R

8.16 d

6.12 9.72

L

82.56

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2

P

P E

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E n g in e e r in g \W o r k s e ts

\F D

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P

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32446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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ENGINEER OF RECORD

GUIDE SIGN WORKSHEET

T-8

1" = 2' Vertical

1" = 20' Horizontal

SCALE

12 12

14 14

16 16

18 18

.1

CONDUIT BORING 1

3, 2" RUNS

10° ENTRY

PULL BOX

PROPOSED SIGNAL

PULL BOX

PROPOSED SIGNAL

SEPARATOR

PROPOSED TRAF

EXIST. BFO (D)

3, 2" RUNS

TURN UP TO PB

CUT BORING AND

TURN UP TO PB

CUT BORING AND

80' BEND RADIUS

80' BEND RADIUS

M

I N

M

I N

BFOC(D)

1'-9"

BFOC(D)

12'

100' TO R/W

10 10

12 12

14 14

16 16

18 18

0 1

.2

1" = 2' Vertical

1" = 20' Horizontal

SCALE

CONDUIT BORING 2

4, 2" RUNS

PULL BOX

PROPOSED SIGNAL

SEPARATOR

PROPOSED TRAF

M

I N

TURN UP TO PB

CUT BORING AND

EXIST. GAS (D)

4, 2" RUNS

80' BEND RADIUS

80' BEND RADIUS

M

I N

TURN UP TO PB

CUT BORING AND

10° ENTRY

PULL BOX

PROPOSED SIGNAL

58' TO R/W

GAS(D)

4'-2"

12 12

14 14

16 16

18 18

20 20

0 1

.2

1" = 2' Vertical

1" = 20' Horizontal

SCALE

CONDUIT BORING 3

3, 2" RUNS

PULL BOX

PROPOSED SIGNAL

SEPARATOR

PROPOSED TRAF

M

I N

TURN UP TO PB

CUT BORING AND

3, 2" RUNS

80' BEND RADIUS

80' BEND RADIUS

TURN UP TO PB

CUT BORING AND

10° ENTRY

PULL BOX

PROPOSED SIGNAL

SEPARATOR

PROPOSED TRAF

NO IDENTIED UTILIES

EXERCISE CAUTION

R/W NOT LOCATED IN ALIGNMENT WITH BORING

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSANTA ROSA COUNTY

BOARD OF COUNTY COMMISSIONERS

/2

/2

C

F D

O T

C o n n e c t1

.1

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

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\S ig n a li z a ti o n

\S P

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32446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, PE

T H

E O

F F

IC

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ENGINEER OF RECORD

SPECIAL DETAILS

T-9

RECORD A BORING PATH REPORT AND AS-BUILT PLANS IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION 555.3.

INSTALL DIRECTIONAL BORINGS IN ACCORDANCE WITH STANDARD PLAN 630-001.2.

THE BORING INFORMATION INDICATED IS FOR REFERENCE. ADJUST BORINGS BASED ON SITE CONDITIONS.1.

NOTES: