24-8319_-_Exhibit_M_-_City_Gate_Blvd_N_Intersection-Signal_Plans_11-04-2024_S&S.pdf

11/1/2024 9:48:25 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\KEYSSG01.DGNAMANKWK

CONTRACT NO.

CONSTRUCTION

BEE LINE

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

LOCATION OF PROJECT

T H

E

O F

F I

C I

A L

R

C O

D

T

I

S

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

N

A L

U

D

L E

G

A

C

T-1

SHEET DESCRIPTIONSHEET NO.

INDEX OF SIGNALIZATION PLANS

NO.

SHEET

YEAR

FISCAL

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

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

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

Constuction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and Bridge http://www.dot.state.fl.us/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING SIGNALIZATION SPECIFICATIONS:

https://goo.gl/maps/iDgV4EFmU5a4C1s68

Updated August 2023

Dated February 2022

Signalization Technical Special Provisions (TSP)

Collier County Traffic Operations

TRANSPORTATION ENGINEERING DIVISION

COLLIER COUNTY (03000)

COLLIER COUNTY PROJECT ID: 68056

COLLIER COUNTY

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

SIGNALIZATION PLANS

PROJECT MANAGER:

COLLIER COUNTY

BEE THAO, P.E.

ENGINEER OF RECORD:

SIGNALIZATION PLANS

ORLANDO, FL 32801

200 S. ORANGE AVENUE, SUITE 900

JACOBS ENGINEERING GROUP INC.

P.E. NO.: 90828

MD IMRAN SHAH, P.E.

PLANS

INTERSECTION IMPROVEMENT

CITY GATE BOULEVARD NORTH

COLLIER BOULEVARD (C.R. 951)

T-13 MAST ARM LIGHTING DATA TABLE

T-12 STANDARD MAST ARM DATA TABLE

T-11 MAST ARM TABULATION

T-10 SPLICE DIAGRAM

T-9 ACCESSIBLE PEDESTRIAN SIGNAL (APS) DETAILS

T-8 FO TRIVIEW MARKER DETAIL

T-7 GUIDE SIGN WORKSHEET

T-5 - T-6 SIGNALIZATION PLANS

T-4 GENERAL NOTES

T-3 TABULATION OF QUANTITIES

T-2 SIGNATURE SHEET

T-1 KEY SHEET

NOVEMBER 2024

BID PLANS

P.E. LICENSE NUMBER 90828

TEL. (407) 903-5295

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

11/1/2024 9:48:42 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\SIGNSG01.DGN

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

TRANSPORTATION MANAGEMENT SERVICES DEPARTMENT

TRANSPORTATION ENGINEERING DIVISION

NO.

SHEET

68056 COLLIER

CR 951

AMANKWK

SHEET DESCRIPTIONSHEET NO.

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

STATE OF

No 90828

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

H

AHS

NARMI

D

M

MD IMRAN SHAH, P.E. NO. 90828

TEL. (407) 903-5295

ORLANDO, FL 32801

200 S. ORANGE AVENUE, SUITE 900

JACOBS ENGINEERING GROUP, INC.

T-2

SIGNATURE SHEET

SHEET DESCRIPTIONSHEET NO.

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

STATE OF

No 59474

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

ATI

KAR .K TTE

B

T-11 MAST ARM TABULATION

T-10 SPLICE DIAGRAM

T-9 ACCESSIBLE PEDESTRIAN SIGNAL (APS) DETAILS

T-8 FO TRIVIEW MARKER DETAIL

T-7 GUIDE SIGN WORKSHEET

T-5 - T-6 SIGNALIZATION PLANS

T-4 GENERAL NOTES

T-3 TABULATION OF QUANTITIES

T-2 SIGNATURE SHEET

T-1 KEY SHEET

T-12 STANDARD MAST ARM DATA TABLE

T-2 SIGNATURE SHEET

BRETT K. RAKITA, P.E. NO. 59474

TEL. (813) 676-2296

NAPLES, FL 34108

5811 PELICAN BAY BLVD., SUITE 305

JACOBS ENGINEERING GROUP, INC.

SHEET DESCRIPTIONSHEET NO.

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

T-13 MAST ARM LIGHTING DATA TABLE

T-2 SIGNATURE SHEET

STATE OF

No 66457

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

R E

S

AL

G ENNA A

R

U

A L

LAURA ANNE GLASER, P.E. NO. 66457

TEL. (239) 596-1715

NAPLES, FL 34108

5811 PELICAN BAY BLVD., SUITE 305

JACOBS ENGINEERING GROUP, INC.

T-3

TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

TOTAL THIS

TOTAL

GRAND

T-5 T-6

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 200 40 240 240

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 335 20 355 355

632-7-1 SIGNAL CABLE, NEW OR RECONSTRUCTED INTERSECTION, F&I PI 1 1 1

633-1-122 FIBER OPTIC CABLE, F&I, UNDERGROUND,13-148 FIBERS LF 120 120 120

633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 4 4 4

633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA 1 1 1

633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 1 1 1

633-3-15 FIBER OPTIC CONNECTION HARDWARE, F&I, PRETERMINATED PATCH PANEL EA 1 1 1

635-2-13 PULL & SPLICE BOX, F&I, 30" X 60" RECTANGULAR OR 36" ROUND COVER SIZE EA 1 1 1

635-2-14 PULL & SPLICE BOX, F&I, 17"x30" COVER SIZE (TYPE B) EA 13 13 13

639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 1

639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 50 20 70 70

639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1 1

641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1 1 1

646-1-11 ALUMINUM SIGNALS POLE, F&I, PEDESTAL EA 4 4 4

649-21-10 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 60' EA 2 2 2

649-21-15 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 70' EA 1 1 1

649-21-21 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 78' EA 1 1 1

650-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 22 22 22

653-1-11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 4 4 4

660-3-11 VEHICLE DETECTION SYSTEM- MICROWAVE, FURNISH & INSTALL CABINET EQUIPMENT EA 1 1 1

660-3-12 VEHICLE DETECTION SYSTEM- MICROWAVE, FURNISH & INSTALL, ABOVE GROUND EQUIPMENT EA 4 4 4

663-1-111 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS EA 1 1 1

663-1-112 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR EA 4 4 4

665-1-12 PEDESTRIAN DETECTOR, FURNISH & INSTALL, ACCESSIBLE EA 4 4 4

670-5-111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION AS 1 1 1

682-1-133 ITS CCTV CAMERA, F&I, DOME ENCLOSURE - NON-PRESSURIZED, IP, HIGH DEFINITION EA 2 2 2

684-1-1 MANAGED FIELD ETHERNET SWITCH, F&I EA 1 1 1

685-1-13 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, LINE INTERACTIVE WITH CABINET EA 1 1 1

685-2-1 REMOTE POWER MANAGEMENT UNIT-RPMU, F&I EA 1 1 1

700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 2 2 2

700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL OVERHEAD MOUNT, 12-18 SF EA 4 4 4

715-5-31 LUMINAIRE & BRACKET ARM- ALUMINUM, FURNISH & INSTALL NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE EA 4 4 4

P.E. LICENSE NUMBER 90828

TEL. (407) 903-5295

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:49:00 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\TABQSG01.dgn

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

PROJECT NOTES SIGNAL LEGENDS

ABBREVIATIONS

T-4

GENERAL NOTES

R

C

(813) 275-3783

(239) 325-4105 x261

(239) 353-6047

(386) 586-6403

(561) 803-7942

(888) 632-0931 x2

(754) 221-1254

(239) 252-8260

(239) 252-5820

(239) 252-5835

(239) 252-5835

(239) 252-6134

(239) 252-6291

(239) 213-4712

(850) 599-1444

CONTACT PHONE

WB = WESTBOUND

VEH = VEHICLE

UPS = UNINTERRUPTIBLE POWER SUPPLY

TYP = TYPICAL

TMS = TRAFFIC MONITORING SITE

STA = STATION

SM = SINGLE MODE

SECT = SECTION

R/W = RIGHT OF WAY

RPMU = REMOTE POWER MANAGEMENT UNIT

RGS = RIGID GALVANISED STEEL

PED = PEDESTRIAN

MPH = MILE PER HOUR

MFES = MANAGED FIELD ETHERNET SWITCH

KVA = KILO VOLT AMPERE

HDPE = HIGH DENSITY POLY ETHYLENE

GND = GROUND

FPL = FLORIDA POWER & LIGHT

FO = FIBER OPTIC

EB = EASTBOUND

BFOC = BURIED FIBER OPTIC CABLE

BE = BURIED ELECTRIC

TECO PEOPLES GAS - FT MYERS

SUMMIT BROADBAND INC.

HOTWIRE COMMUNICATIONS

FLORIDA POWER & LIGHT - DISTRIBUTION

FLORIDA POWER & LIGHT - TRANSMISSION

CROWN CASTLE FIBER

COMCAST

COLLIER COUNTY TRAFFIC OPERATIONS (CCTO)

COLLIER COUNTY ROAD MAINTENANCE

COLLIER COUNTY PUBLIC UTILITIES (SEWER)

COLLIER COUNTY PUBLIC UTILITIES (WATER)

COLLIER COUNTY INFORMATION TECHNOLOGY (CCIT)

COLLIER COUNTY BCC ROAD MAINTENANCE (IRRIGATION)

CITY OF NAPLES- WATER

CENTURY LINK NAPLES

OWNER

JOAN DOMNING

MIKE REBER

WALTER DAVILA

MICHAEL MARTINEZ

CRAIG LEDBETTER

FIBERDIG TEAM

LEONARD MAXWELL-NEWBOLD

PAM WILSON

CHISTOPHER COVERT

ANTHONY STOLTS

ANTHONY STOLTS

MARK GILLIS

PAMELA LULICH

ALICIA ACEVEDO

BILL MCCLOUD

CONTACT PERSON

SIGNAL, MAINTENANCE, INSPECTION AND UTILITY CONTACTS:

APOLLO METRO SOLUTIONS #SL5-NW-150-L_T4

4000K, 17,900 LUMEN, 158W, TYPE 4,

STREET LIGHT MOUNTED ON SIGNAL POLE,

PROPOSED MAST ARM LUMINAIRE,

PROPOSED OVERHEAD SIGN

PROPOSED SIGNAL MAST ARM & POLE

PROPOSED SERVICE POLE

PROPOSED PEDESTRIAN POLE & DETECTOR

PROPOSED SPICE BOX

PROPOSED SIGNAL PULL BOX

PROPOSED PREEMPTION DETECTOR

PROPOSED CCTV CAMERA

PROPOSED MICROWAVE DETECTOR

PROPOSED SIGNAL HEAD (VERTICAL)

PROPOSED SIGNAL HEAD (HORIZONTAL)

PROPOSED SIGNAL CABINET

PROPOSED CONDUIT (DIRECTIONAL BORE)

PROPOSED CONDUIT (OPEN TRENCH)

COLLIER COUNTY TRAFFIC OPERATIONS FOR LATEST SPECIFICIATIONS OF HYBRID (VIDEO & RADAR) VEHICLE DETECTION SYSTEM.

RISER, CLAMP ETC.) AND POWER CABLES (14/3) FROM TRAFFIC SIGNAL CABINET TO INDIVIDUAL SENSOR UNIT. COORDINATE WITH THE PAY ITEMS FOR VEHICULAR DETECTION SYSTEM (660-3-11 & 660-3-12) INCLUDE SENSOR MOUNTING ASSEMBLIES (BRACKET,12.

USED FOR MOUNTING SIGNAL HEADS ON MAST ARMS.

THE PAY ITEM FOR VEHICULAR SIGNAL ASSEMBLIES (650-1-14) INCLUDES THE COST OF A HORIZONTAL ARTICULATING BRACKET 11.

IN CLOSE PROXIMITY TO THE UTILITY POLE. PAY ANY REQUIRED FEES TO THE POWER COMPANY FOR INSTALLATION.

COMPANY INVOLVES DESCENT OF THEIR POLE WITH CONDUIT AND SERVICE CONDUCTORS TO A PULL BOX SHOWN ON THE PLANS UTILITY ADJUSTMENT WORK THAT MAY BE ASSESSED BY THE POWER COMPANY. THE WORK TO BE ACCOMPLISHED BY THE POWER THE PAY ITEM FOR UNDERGROUND ELECTRICAL POWER SERVICE (639-1-122) INCLUDES ANY COST FOR THE OVERHEAD-TO-UNDERGROUND10.

POWER EACH VEHICLE DETECTION SENSOR UNIT FROM TRAFFIC SIGNAL CABINET.

PEDESTRIAN SIGNALS, ILLUMINATED SIGNS AND MAST ARM LUMINAIRES. IT ALSO INCLUDES CABLES (14/3) REQUIRED TO THE PAY ITEM FOR SIGNAL CABLE (632-7-1) INCLUDES ALL CABLES AND CONDUCTORS NEEDED FOR FULLY FUNCTIONAL 9.

SUBMIT FOR FINAL APPROVAL ALONG WITH OTHER EQUIPMENT SUBMITTALS REQUIRED FOR THIS PROJECT.

SECURELY ATTACHED TO EACH CABLE. ENSURE THE TAGGING SYSTEM IS IN ACCORDANCE WITH THE MAINTAINING AGENCY AND NEATLY BUNDLE AND CLEARLY IDENTIFY ALL FIELD WIRING WITH PERMANENT LEGIBLE, WEATHERPROOF TAGS THAT ARE8.

4 FEET WIDTH OF SIDEWALK IS ADJACENT TO ALL PED BUTTONS FOR PEDESTRIAN ACCESS.

PLACE SIGNAL CABLE, POWER AND DETECTOR WIRES IN SEPARATE PULL BOXES AND CONDUIT RUNS. ENSURE THAT MINIMUM 7.

THE REQUIREMENTS SPECIFIED IN THE CONTRACT, SPECIFICATIONS AND CONTRACT PLANS.

OF THE MAINTAINING AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THE PROPOSED SIGNAL EQUIPEMENT MEETS APPROVAL OF SHOP DRAWINGS DOES NOT CONSTITUTE A WARRANTY THAT THE SIGNAL EQUIPMENT COMPILES WITH THE STANDARDS6.

ENSURE THE BOTTOM OF THE VERTICAL SIGNAL HEAD (ATTACHED TO MAST ARM POLE) IS 15 FEET ABOVE THE ROADWAY SURFACE.

MOUNT HORIZONTAL SIGNAL HEADS AT APPROXIMATELY THE SAME ELEVATION AS THE HORIZONTAL MAST ARM MEMBER.5.

MATERIALS WHEN THE INSTALLATION OF THE NEW SIGNAL EQUIPMENT IS COMPLETE.

INSPECTOR TWO COMPLETE SETS OF AS-BUILT PLANS. CONTACT THE MAINTAINING AGENCY TO ACCEPT DELIVERY OF AT THE TIME OF FINAL PROJECT INSPECTION, FURNISH COLLIER COUNTY ONE COMPLETE SET OF AS-BUILT PLANS AND THE4.

APOLLO METRO SOLUTIONS #SL5-NW-150-L_T4

DISTRIBUTION WITH 15' ARM AND 35’ MOUNTING HEIGHT,

a. LUMINAIRE, STREET LIGHT, 4000K, 17,900 LUMEN, 158W, TYPE 4, APPLIES TO ALL MATERIALS PROPOSED FOR THE PROJECT AND SPECIFICALLY INCLUDES:

PROJECT MANAGER, TRAFFIC OPERATIONS DEPARTMENT & TRANSPORTATION ENGINEERING DIVISION. THIS REQUIREMENT PRIOR TO ORDERING ANY EQUIPMENT, SUBMIT SPECIFICATIONS AND DESIGN DATA FOR APPROVAL BY COLLIER COUNTY 3.

THE MAINTAINING AGENCY FOR THE SIGNAL IS COLLIER COUNTY & RESPONSIBLE FOR POWER BILL.2.

provisions-and-supplemental-terms-and-conditions https://www.colliercountyfl.gov/government/growth-management/divisions/traffic-operations/traffic-technical-special- TRAFFIC OPERATIONS. THE TSP AND SUPPLEMENTAL TERMS & CONDITIONS CAN BE FOUND AT THE FOLLOWING LINK:

SIGNALIZATION TECHNICAL SPECIAL PROVISIONS (TSP-1 to TSP-48; UPDATED AUGUST 2023 VERSION) FROM COLLIER COUNTY RESPONSIBILITIES & DAMAGE ASSESSMENT FOR TRAFFIC SIGNAL CONSTRUCTION. REVIEW AND CONSTRUCT ACCORDING TO PROPERLY FOLLOW COLLIER COUNTY TRAFFIC OPERATIONS (CCTO) SUPPLEMENTAL TERMS AND CONDITIONS OF CONTRACTOR1.

P.E. LICENSE NUMBER 90828

TEL. (407) 903-5295

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:49:18 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\GNNTSG01.dgn

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

STOP

.8

.4

8 8 3 3

47 7

3 5 7

700-5-22

SIGN DETAILS

630-2-12

10 40

Feet

140 LF

175 LF

SIGNAL HEAD DETAILS

2 EA

2'X8'

CB-MA-01

2 EA

2'X9'

CB-MA-02

700-5-22

6 8 1

M P

G

V

B

A

B

CA

BA

CA

660-3-12 1 EA

1 EA

682-1-133

DZ-2A DZ-2B

DZ-6B DZ-6A

DETECTOR

PRE-EMPTION

663-1-112 4 EA (TOTAL)

COLLIER BLVD & CITY GATE BLVD N

PUSH BUTTON

FOR

D

FOR

PUSH BUTTON

C

2 EA

12"X9"

R10-03L

2 EA

12"X9"

R10-03R

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

4 AS

653-1-11

P4 P6

P6

P6

C

D

198' 166'

P4

P4

D

C

7 AS

Y GR

3-SECT., 1-WAY

650-1-14

3-SECT., 1-WAY

11 AS

R Y G

650-1-14

3 5 71

3-SECT., 1-WAY

4 AS

R

Y

G

650-1-14

E *

630-2-11 150 LFCA

2 4

ONLY

F

F

1 EA

36"X24"

FTP-82-08

1 EA

36"X36" R03-01

(45 MPH)

COLLIER BLVD NB

(45 MPH)

COLLIER BLVD SB

PROP. R/W

PROP. R/W

CB

639-2-1

630-2-11 50 LF

50 LF

1-2" HDPE

2#6, 1#6 GND

700-3-201 700-3-201

FOC TO REMAIN

EXISTING 48 SM

SPECS 650-3.10.

ACCORDING TO FDOT STANDARDS

SIGNAL HEADS FOR FUTURE USE

CONCEAL ALL EB VEHICULAR

20 LF

C

O N

S

H E

R S

F U

T U

A H

W

Y

5' (TYP)

166' 198'

FOC TO REMAIN

EXISTING 48 SM

COUNTY ENGINEER

FIELD ADJUSTING AS DIRECTED BY THE

DELAY TIME IS INITIAL AND MAY REQUIRE

POLE ID. 2

POLE ID. 3

STA. 1449+19.52, 93.73' LT

EXISTING FP&L SERVICE POLE

PURPOSES AND NOT TO BE INSTALLED AT THIS TIME.

* FUTURE SIGNAL HEAD SHOWN SOLELY FOR STRUCTURAL ANALYSIS

NOTE:

POLE ID. 4

¡ CONST. COLLIER BLVD

HEAD FOR FUTURE USE.

CONCEAL WB THROUGH SIGNAL

POLE ID. 1

LUMINAIRE SL-1

LUMINAIRE SL-2

LUMINAIRE SL-3

LUMINAIRE SL-4

EXISTING LIGHT POLE TO REMAIN

CCTV 'A'

CCTV 'B'

682-1-133

FOR CCTV 'B'

CABINET ON MAST ARM POLE

INSTALL ETHERNET EXTENDER

DZ-1

DZ-5A

DZ-5B

Z

A

D Z

B

D Z

HYBRID DETECTOR (R2)

HYBRID DETECTOR (R8)

HYBRID DETECTOR (R4)

WITH ROADSIDE UNIT (RSU)

HYBRID DETECTOR (R6)

6'X40'(TYPICAL)

PRESENCE DETECTION

6'X6'(TYPICAL)

ADVANCE DETECTION

HV SPARE, LV SPARE.

VEH DETECTOR POWER/LIGHTING/ILLUMINATED SIGNS,

CB: 5 RUNS: VEH SIGNAL, VEH DETECTOR/PREEMPT/CCTV COMM,

LIGHTING/ILLUMINATED SIGNS, HV SPARE, LV SPARE.

DETECTOR/PREEMPT/CCTV COMM, VEH DETECTOR POWER/

CA: 7 RUNS: VEH SIGNAL, PED SIGNAL, PED DETECTOR, VEH

CONDUIT RUN LEGEND:

DETECTOR CHART

ID.

DETECTOR

ZONE

DETECTION

TYPE

& DET

ZONE SIZE

MOVEMENT

TO

CONNECTED

(SEC)

DELAY

R2

DZ-2A, DZ-2B

ADVANCE

6'x6'

(PHASE 2)

SB THROUGH

DZ-5A, DZ-5B

PRESENCE

6'x40'

(PHASE 5)

SB LEFT

R6

DZ-6A, DZ-6B

ADVANCE

6'x6'

(PHASE 6)

NB THROUGH

DZ-1

PRESENCE

6'x40'

(PHASE 1)

NB U TURN

R4

DZ-7A, DZ-7B

PRESENCE

6'x40'

(PHASE 7)

WB LEFT

DZ-4

PRESENCE

6'x40'

(PHASE 4)

WB RIGHT

R8 (FUTURE NOAH'S WAY)

R

R

C

R

R

C

P.E. LICENSE NUMBER 90828

TEL. (407) 903-5295

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:49:45 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\PLANSG01.dgn

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

SIGNALIZATION PLAN (1)

T-5

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:49:58 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\PLANSG01A.dgn

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

639-2-1

STOP

.8

.4

14501

8 8 3 3

47 7

P6

P6

198'

P4

P4

5' (TYP)

R

R

C

R

R

C

T-6

COLLIER BLVD @ CITY GATE BLVD N

4 3

SIGNALIZATION PLAN (2)

635-2-14

639-2-1

639-3-11

641-2-12

685-1-13

632-7-1

630-2-11

639-1-122

670-5-111

10 LF

1 PI

1 AS

1 EA

1 EA

1 AS

1 EA

635-2-14 3 EA

1 EA649-21-10

1 EA

630-2-11 10 LF

646-1-11

1 EA665-1-12

1 EA

630-2-12 20 LF

646-1-11

1 EA665-1-12

1 EA

630-2-11 10 LF

646-1-11

1 EA665-1-12

1 EA

630-2-11 10 LF

646-1-11

1 EA665-1-12

1 EA660-3-11

CONTROLLER TIMINGS

COORDINATE WITH COLLIER COUNTY TRAFFIC OPERATIONS FOR FINAL

CONTROLLER TIMINGS ARE INITIAL AND MAY REQUIRE FIELD ADJUSTMENT.

635-2-14 3 EA

1 EA649-21-15

STA. 1448+71.17, 94.94' LT

PROPOSED SIGNAL CABINET

4 EA

1 EA663-1-111

633-2-31 4 EA

633-1-122 100 LF

635-2-13 1 EA

633-3-11

633-3-12 1 EA

1 EA

48 SM FOC (SLACK)

SPLICE TRAY

SPLICE ENCLOSURE

SPLICES

633-3-15 1 EA

633-1-122 20 LF48 SM FOC (SLACK)

PRETERM PATCH PANEL

684-1-1 1 EAMFES

685-2-1 1 EA

RPMU

0 10

Feet

N

0 10

Feet

N

0 10

Feet

N

0 10

Feet

EL 14.98 3

EL 14.75 4

ARM LENGTH: 60'

STA. 1449+00.56, 72.30' RT

POLE LOCATION=

3. FLASHING OPERATIONS: RED FOR ALL MOVEMENTS.

CITY GATE BLVD N IS 30 MPH.

2. THE POSTED SPEED LIMITS ON COLLIER BLVD IS 45 MPH, ON

MINOR STREET: CITY GATE BLVD N (MOVEMENTS 4 AND 7).

1. MAJOR STREET: COLLIER BLVD (MOVEMENTS 1, 2, 5 AND 6)

NOTES:

ARM LENGTH: 70'

STA. 1450+40.95, 58.17' RT

POLE LOCATION=

635-2-14 3 EA

1 EA649-21-10

EL 15.25 2

ARM LENGTH: 60'

STA. 1450+25.40, 88.58' LT

POLE LOCATION=

EL 14.82 1

ARM LENGTH: 78'

STA. 1448+83.61, 84.38' LT

POLE LOCATION=

649-21-21

STA. 1449+05.00, 73.23' RT

PED POLE

STA. 1450+34.18, 88.34' LT

STA. 1450+36.95, 57.88' RT

STA. 1450+24.54, 68.41' RT

or

PHASE 1

PHASE 2

PHASE 3 PHASE 4

PHASE 2

7 4

SPECIAL S.O.P.

P6

P6

P4

20 LF

SPLICE BOX

1 EA715-5-31

1 EA715-5-31

1 EA715-5-31

1 EA715-5-31

CONTROLLER TIMINGS

TIMING FUNCTION

MOVEMENT NUMBER 1 2 3 4 5 6 7 8

T I

M I N

G

F

U N

C T I O

N

MINIMUM GREEN 7 15 7 7 15 7

EXTENSION 3.0 3.0 3.0 3.0 3.0 3.0

MAXIMUM GREEN 1 25 60 25 25 60 25

MAXIMUM GREEN 2

YELLOW CLEARANCE 4.8 4.8 3.7 4.8 4.8 3.7

ALL RED 5.5 2.6 6.0 5.5 2.6 6.0

PEDESTRAIN WALK 7 7

PED. CLEARANCE 36 32

RECALL Min. Min.

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:50:11 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\GSWKSG01.dgn

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

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

9.65" 76.7" 9.65"

8'-0"

7"

10"EM

7"

6"

6"EM

12"2

BORDER

R=1.5"

TH=1"

5.95" 96.1" 5.95"

9'-0"

7"

10"E

7"

7"

10"E

7"

6" 6"E

12"

7"

10"E

7"2

BORDER

R=1.5"

TH=1"

CB-MA-01 2

8'-0" 1"

2'-0" 1.5"

White White

Green

67.1

B

6.5 l

2.9 v

5.8 d

4 9.6

L

19.3

9.6

C o

9.9 l l i

5.1 e

9.7 r

5 34.7

L

51.7

CB-MA-02 2

9'-0" 1"

2'-0" 1.5"

White White

Green

B

5.8 l

1.7 v

4.7 d

3.7 21

L

C i

2.8 t

4.9 y

7.7 6.3

G

9.6 a t

5.3 e

6.2 42.3

L

59.7

93.9

N

8.1 6

L

8.1

T-7

GUIDE SIGN WORKSHEET

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:50:32 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\SSDTSG01.DGN

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

FRONT VIEW

W A R N I N G

F

I

B

T

I

C

C A B L E

AND

1-800-432-2770

ONE CALL

SUNSHINE

239-252-2583

UTILITIES

COLLIER COUNTY

FIBER OPTIC ROUTE MARKER DETAIL

N.T.S.

TOP COVER DETAIL

IN THIS AREA CALL

BEFORE DIGGING

T-8

FO TRIVIEW MARKER DETAIL

R N I N G

F

I

B

T

I

C

C A B L E

AND

1-800-432-2770

ONE CALL

SUNSHINE

239-252-2583

UTILITIES

COLLIER COUNTY

IN THIS AREA CALL

BEFORE DIGGING

COLLIER COUNTY UTILITIES, 239-252-2583

INFORMATION SHALL BE SHOWN:

PROVIDED ON EACH ROUTE MARKER, THE FOLLOWING CONTACT

IN ADDITION TO THE SUNSHINE ONE CALL NUMBER (800-432-4770)3.

RECOMMENDATIONS.

ENSURE POST EMBEDMENT AND ANCHORING CONFORM TO MANUFACTURER'S

WITH LOCATE WIRE AND GROUND CONNECTORS (ELECTRONIC ROUTE MARKER).

INSTALL TRIVIEW MARKERS CONTAINING A TERMINAL BOARD EQUIPPED2.

SPECIAL PROVISIONS (TSP-40 TO TSP-47; DATED: AUGUST 2023)

LOCATIONS ACCORDING TO COLLIER COUNTY FIBER OPTIC TECHNICAL

INSTALL FIBER OPTIC TRIVIEW MARKERS ON ALL FIBER OPTIC PULL BOX1.

NOTES:

TEXT & WHITE BACKGROUND

THREE SIDES WITH BLACK

TRIVIEW MARKER PRINTED ON

WALL THICKNESS 0.125"

ORANGE TUBULAR POST WITH

FINISHED GRADE

WITH BLACK BACKGORUND

'WARNING' IN ORANGE TEXT

BLACK TOP COVER

2' MIN

6' MIN

MIN

"8

" MIN.

18"

SEE TOP COVER DETAIL

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:50:32 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\SSDTSG01.DGN

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

6. ALL CONDUIT TERMINATIONS SHALL HAVE BELL ENDS.

5. GROUND WIRE SHALL BE #6 STRANDED.

GROUNDING NETWORK.

SHALL BE BONDED TOGETHER TO FORM AN INTERSECTION

4. ALL SEPERATELY GROUNDED ELEMENTS AT AN INTERSECTION

COUNTDOWN, FULL HAND, AND FULL MAN TYPE.

3. PEDESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D.,

FOR PEDESTRIAN DETECTION AS NEEDED.

2. PULL BOX NUMBER 2 (TYPE "B") SHALL CONTAIN CABLES

FOR PEDESTRIAN SIGNAL INDICATIONS.

1. PULL BOX NUMBER 1 (TYPE "B") SHALL CONTAIN CABLES

CONSTRUCTION NOTES:

(PELCO PRODUCTS, INC OR APPROVED EQUIVALENT)

SINGLE-STUD, IF REQUIRED.

ALUMINUM, 2-WAY,SIGNAL MOUNT, UPPER BRACKET

2-WAY AS REQUIRED.OR

COUNTDOWN, FULL HAND AND FULL MAN TYPE. 1-WAY

PEDESTRIAN, ALUMINUM SIGNAL INDICATION, L.E.D.

(PELCO PRODUCTS, INC. OR APPROVED EQUIVALENT)

TRI-STUD, IF REQUIRED.

ALUMINUM, 2-WAY,SIGNAL MOUNT, LOWER BRACKET

OR APPROVED EQUIVALENT)

(PELCO PRODUCTS, INC.SLIP FITTER, TRI-STUD

APPROVED EQUIVALENT)

.237 INCH WALL )PELCO PRODUCTS INC. PB-5100 OR

INCH O.D.X2

1POLE, SPUN ALUMINUM SCHEDULE 40, 4

SIGN

ACTUATED SIGNAL

R10-3 PEDESTRIAN

INC. PB-5325 OR APPROVED EQUIVALENT)

COLLAR, ALUMINUM (PELCO PRODUCTS,

PB-5335 OR APPROVED EQUIVALENT) PRODUCTS INC.

ALUMINUM DOOR AND GROUNDING LUG. (PELCO

ALUMINUM SQUARE BASE ASSEMBLY WITH

T O

FINAL GRADE

EQUIVALENT)

PB-5306 OR APPROVED

18 INCH LENGTH. (PELCO

INCH DIAMETER BY4

ANCHOR BOLT SET OF 4

NOT REQUIRED)

(FOUNDATION REINFORCING

(TYPE "1" CONCRETE)

36 INCH DEPTH.

24 INCH DIAMETER

(30" DEPTH).

40 CONDUIT

2" PVC SCHEDULE

CONTINUOUS OR ARRAY.

COPPER CLAD GROUND ROD

INCH DIAMETER8

520 LF

(30" DEPTH).

40 CONDUIT

3" PVC SCHEDULE

(TYPE "B")

PULL BOX NUMBER 2

12" APRON

(TYPE "B")

PULL BOX NUMBER 1

6" APRON 12" APRON

SIGNAL DETAIL

TYPICAL PEDESTRIAN

NOT TO SCALE

1"

FOR

PUSH BUTTON

SIGNAL (APS) PUSHBUTTON

ACCESSIBLE PEDESTRIAN

SIGNAL (APS) DETAILS

ACCESSIBLE PEDESTRIAN

MOUNTING HARDWARE.

THE THE FRAME, SIGN, ADA COMPLIANT PUSHBUTTON AND

THE PAYITEM FOR PEDESTRIAN DETECTOR SHALL INCLUDE2.

PUSHBUTTONS COMPLYING WITH CHAPTER 4K OF THE MUTCD.

ACCESSIBLE PEDESTRIAN SIGNALS AND PEDESTRIAN

PEDESTRIAN STREET CROSSINGS THEY SHALL INCLUDE

WHERE PEDESTRIAN SIGNAL HEADS ARE PROVIDED AT1.

ACCESIBLE PEDESTRIAN SIGNAL NOTES:

T-9

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:50:45 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\SPDTSG01.DGN

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

RX

TX

RX

TX

SM BLUE

AQUA

ROSE

VIOLET

YELLOW

BLACK

RED

WHITE

SLATE

BROWN

GREEN

ORANGE

BLUE

FUSION SPLICE (PROPOSED)

FUSION SPLICE (EXISTING)

CONNECTORIZED (PROPOSED)

CONNECTORIZED (EXISTING)

UNTERMINATED FIBER

SINGLE MODESM

EXISTING FIBER

PATCH PANEL

PRETERMINATED

LEGEND:

PROPOSED FIBER

SWITCH

ETHERNET

BUFFER TUBE

CCTV CCTV CAMERA

AQUA

ROSE

VIOLET

YELLOW

BLACK

RED

WHITE

SLATE

BROWN

GREEN

ORANGE

BLUE

SPLICE DIAGRAM

SM BLUE

SM GREEN

SM BROWN

SM ORANGE

SM GREEN

SM BROWN

SM ORANGE

AQUA

ROSE

VIOLET

YELLOW

BLACK

RED

WHITE

SLATE

BROWN

GREEN

ORANGE

BLUE

987654321

A Q

U A

R O

S E

V I O

L E

T Y

E L L

O W

B L

A C

K R

E D

W H I T

E S

L A

T E

B R

O W

N G

R E

E N

O R

A N

G E

B L

U E

CONTROLLER

SIGNAL

POE CABLE

CCTV

COLLIER BLVD

T-10

EXISTING 48 SM FOC

PROPOSED SPLICE ENCLOSUREFOC DROP

PROPOSED 48 SM

SM JUMPERS

FIBER PATCH PANEL

PROPOSED PRETERMINATED

SWITCH

PROPOSED ETHERNET

PROPOSED SPLICE BOX

CITY GATE BLVD N INTERSECTION

AT SW CORNER OF

SPLICE BOX & SIGNAL CABINET

CCTV

EXISTING 48 SM FOC

SM BLUE

MD IMRAN SHAH, PE

JACOBS ENGINEERING GROUP INC.

200 S. ORANGE AVENUE, SUITE. 900

ORLANDO, FLORIDA 32801

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:50:58 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\MSSGSG01.DGN

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

MAST ARM TABULATION

¡ LUMINAIRE ARM

POLE

LUMINAIRE ORIENTATION

T-11

¡ FIRST MAST ARM

ANALYSIS AND NOT TO BE INSTALLED AT THIS TIME.

1. ** ESTIMATED VALUE FOR FUTURE SIGNAL HEAD SHOWN SOLELY FOR STRUCTURAL

NOTE:

(MOUNTING HEIGHT, ANGLES ETC.)

SEE T-13 FOR LUMINARE DETAILS

SIGN ASIGN BSIGN CSIGN D

12345 W1

A

H1

B

H2

W2

C

H3

W3

D

H4

W4

TOTAL ARM LENGTH

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF POLE FOUNDATION ELEVATION

CROWN ELEVATIONCROWN ELEVATION

R Y GR Y GR Y GR Y GR Y G V

¡ POLE

LUMINAIRE

(VARIES FOR EACH MAST ARM) (SEE TABLE)

L4 = LATERAL DISTANCE FROM THE POLE TO THE CCTV

DETECTOR (VARIES FOR EACH MAST ARM) (SEE TABLE)

L3 = LATERAL DISTANCE FROM THE POLE TO THE PREEMPTION

DETECTOR (VARIES FOR EACH MAST ARM) (SEE TABLE)

L1, L2 = LATERAL DISTANCE FROM THE POLE TO THE VEHICLE

R

Y

G

C L E

A R

A N

C E

L

IN

M

IN

IM

U M

.5

.0

PA

PA = POLE ATTACHED (VERTICAL HEAD)

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA SIGN & DEVICE DATA

NO.

ID

NO.

SHT

BY STA.

LOCATION

ELEVATION

FOUND

TOP OF

NO.

M

AR

WY

RD

ELEV.

CROWN

Y/N

NAIRE

LUMI-

Y/N

COMP.

TERM.

V/H

SIGNAL

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

DISTANCE FROM POLE (FT)

LENGTH

ARM

TOTAL

M.H.

ARM

90/270

DUAL ARMS

BETWEEN

ANGLE DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN (FT)

COLOR

PAINT

1 * 2 * 3 * 4 * 5 * 6 * 7 * A H1 W1 B H2 W2 C H3 W3 L1 L2 L3 L4

1 T-5, 6 1448+83.61, 84.38' LT 14.82 1 16.45 Y Y V/H Y N 13.8 3 26.8 3 38.2 3 49.7 3 64.5 3 75.0 3 PA 3 78 21.0 6.0 2 9 18.5 3 3 44 32.5 57.2 ENG IVY

2 T-5, 6 1450+25.40, 88.58' LT 15.25 1 16.50 Y Y V/H Y N 19.4 3 31.4. 3 43.4 3 56.2 3 PA 3 60 21.0 11.5 2 8 37.3 49.8 ENG IVY

3 T-5, 6 1450+40.95, 58.17' RT 14.98 1 16.18 Y Y V/H Y N 19.7 3 32.7 3 44.6 3 55.85 3 66.7 3 PA 3 70 21.0 11.5 2 9 62 3 2 38.6 26.0 50.0 ENG IVY

4 T-5, 6 1449+00.56, 72.30' RT 14.75 1 16.61 Y Y V/H Y N 17.2 3 22.2 3 33.2 3 44.2 3 55.2 3 PA 3 60 21.0 9.5 2 8 38.7 49.8 ENG IVY

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:51:11 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\MSSGSG02.DGN

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

STANDARD MAST ARM

DATA TABLE T-12

1448+83.61, 84.38' LT

1450+29.39, 88.45' LT

1450+40.95, 58.17' LT

1499+00.56, 72.30' LT

A78/S/H

A60/S

A70/S/H

A60/S

DS/16/5.0

DS/14/5.0

DS/16/5.0

DS/14/5.0

(ft.)

UB

(ft.)

UAA

POLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

(deg)

LL

(deg)

UF

SECOND ARM

(ft.)

FAA

FIRST ARM

NUMBERS

ID

STRUCTURE

Table Date 11-01-16

ID

SHAFT

DRILLED

ID

ARM

ID

ARM

DESIGNATION

ID

POLE

(ft.)

SAA

P.E. LICENSE NUMBER 59474

TEL. (813) 676-2296

BRETT K. RAKITA, P.E.

JACOBS ENGINEERING GROUP INC.

5811 PELICAN BAY BLVD., SUITE 305

NAPLES, FL 34108

section 455-15 for Structure ID number 4.

Install temporary surface casing prior to drilled shaft installation in accordance with FDOT Standard Specifications 5.

Work with Index 649-030 and 649-031.4.

that include non-standard Handhole location, paint color, terminal compartment requirement, and pedestrian features.

Work this sheet with the Signal Designer’s “Mast Arm Tabulation”. See “Mast Arm Tabulation” for special instructions 3.

and the pole height shortened from UA to UAA.

If an entry appears in column UAA, a shorter pole is required. This is obtained by removing length from the pole tip 2.

and the arm length shortened from FA to FAA. SAA Similar.

If an entry appears in column FAA, a shorter arm is required. This is obtained by removing length from the arm tip 1.

NOTES [Notes Date 11-01-18]:

P6/S/L

P4/S/L

P5/S/L

P4/S/L

UG = 35 FT.

LK = 5/16 IN.

LJ = 3/8 IN.

LB = 15 FT.

differences from Index 649-030:

All luminaires contain the following Note:

P.E. LICENSE NUMBER 66457

TEL. (239) 596-1715

LAURA A. GLASER

JACOBS ENGINEERING GROUP INC.

5811 PELICAN BAY BLVD, SUITE. 305

NAPLES, FLORIDA 34108

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

11/1/2024 9:51:24 AM c:\pw_workdir\den003\kwadwo.amankwahnkyi@jacobs.com\d1625959\PLDTLT01.dgn

ROAD NO. COUNTY

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONS

COUNTY PROJECT NO.

(5 FEET ABOVE THE PAVEMENT)

VERTICAL ILLUMINATION:

HORIZONTAL ILLUMINATION:

AVERAGE INITIAL INTENSITY

3.0 FOOT CANDLES (1.5 MIN.)

1.5 FOOT CANDLES (1.2 MIN.)

SIGNALIZED INTERSECTIONS

LIGHTING DESIGN CRITERIA

UNIFORMITY RATIO AVG./MIN. 4:1 OR LESS

MAX./MIN. 10:1 OR LESS

(LUMINAIRES MOUNTED ON MAST ARMS)

SIGNAL LUMINAIRE DATA

NO.

LUMINAIRE

POLE ID. STATION CENTERLINE SIDE

ARM

OR

DIST.

(DEGREES)

ARM ANGLE

LUMINAIRE

WATTAGE

LUMINAIRE

VOLTAGE

LUMINAIRE

HEIGHT

MOUNTING

INTERSECTION

SL-1 1 1448+83.61 COLLIER BLVD LT 15' 0 158 120 35 COLLIER BLVD / CITY GATE BLVD N

SL-2 2 1450+25.40 COLLIER BLVD LT 15' 0 158 120 35 COLLIER BLVD / CITY GATE BLVD N

SL-3 3 1450+40.95 COLLIER BLVD RT 15' 0 158 120 35 COLLIER BLVD / CITY GATE BLVD N

SL-4 4 1449+00.56 COLLIER BLVD RT 15' 0 158 120 35 COLLIER BLVD / CITY GATE BLVD N

T-13

MAST ARM LIGHTING

DATA TABLE