31-44955915801-PLANS-03-SIGNALIZATION.pdf

SIGNALIZATION

SIGNING AND PAVEMENT MARKING

ROADWAY

ENGINEER OF RECORD:

SIGNALIZATION PLANS

INDEX OF SIGNALIZATION PLANS

F

LO

R

ID

A 'S

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

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

CONTRACT NO.

CONSTRUCTION

NO.

SHEET

YEAR

FISCAL

T-127

CITY

LAKE

SIGNALIZATION PLANS

N/A

SHEET DESCRIPTIONSHEET NO.

CONTRACT PLANS COMPONENTS

GOVERNING STANDARD SPECIFICATIONS:

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

Florida Department of Transportation, FY2026-27 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, FY2026-27 Standard Plans for Road and

: P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\Signalization\KEYSSG01.dgn

1:54:15 PM7/8/2026#USER$

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SCOTT THURMAN, P.E.

PROJECT MANAGER:

BROWARD COUNTY

LANDY DUCTAN

FDOT LAP COORDINATOR:

BR WARD

COUNTY

F L O R I D A https://tinyurl.com/38s4aea4PROJECT LOCATION URL:

BEGIN MP 0.000 - END MP 0.853

NONE

NONE

NONE

PROJECT LIMITS:

EXCEPTIONS:

BRIDGE LIMITS:

RAILROAD CROSSING:

(FEDERAL FUNDS)

FINANCIAL PROJECT ID 449559-1-58-01

BROWARD COUNTY (86000)

STATE ROAD NO. OFF-SYS (ROYAL PALM BLVD)

UNIVERSITY DRIVE TO RIVERSIDE DRIVE

PEDESTRIAN SAFETY IMPROVEMENT, FROM EAST

BROWARD COUNTY COMMISSION

HIGHWAY CONSTRUCTION & ENGINEERING DIVISION

LOCATION OF PROJECT

DIVISION DETAIL SHEETS (FOR INFORMATION ONLY)

BROWARD COUNTY TRAFFIC ENGINEERING

SHEET DESCRIPTIONSHEET NO.

are contained in a separate digitally signed and sealed document.

indicate that they are part of the Signalization Plans. These sheets

* These sheets are included in the Index of Signalization Plans only to

GT-1* REPORT OF CORE BORINGS

T - 1 KEY SHEET

T - 2 SIGNATURE SHEET

T - 3 GENERAL NOTES

T - 4 SIGNALIZATION PLAN

T - 5 MAST ARM TABULATION

T - 6 MAST ARM ASSEMBLIES DATA TABLE

T - 7 GUIDE SIGN WORKSHEET

T - 1 TYPICAL SIGNAL PULL BOX AND CONDUIT DETAILS

T - 2 PEDESTRIAN SIGNAL AND DETECTOR INSTALLATION DETAILS

T - 3 DRILLED SHAFT FOUNDATION AND CABINET DETAILS

T - 4 POWER SERVICE DETAILS

T - 5 VIDEO DETECTION DETAILS

11410 NW 20TH STREET, SUITE 101

MIAMI, FLORIDA 33172

CONTRACT NO.: CAL73

JOSUE A. MENENDEZ, P.E.

P.E. LICENSE NUMBER 86757

WGI, INC.

(786) 600-7951

VENDOR NO.: F650271367

https://tinyurl.com/38s4aea4

DATE DESCRIPTION

NO.

SHEET

7/8/2026Josue.Menendez P:\RDS\Projects\2022-13 (LAP CSC)\Tasks\02 - Royal Palm Beach Blvd\CADD\Signalization\SIGNSG01.dgn1:54:21 PM

REVISIONS

FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

COUNTY

F L O R I D A

STATE OF

No 86757

ESNECIL ZE

DNENEM .A EUS

OJ

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SHEET DESCRIPTIONSHEET NO. SHEET DESCRIPTIONSHEET NO.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SIGNATURE SHEET

8935 NW 35TH LANE, SUITE 200

DORAL, FLORIDA, 33172

ADRIAN ALFONSO, P.E. NO. 87015

CHA CONSULTING, INC.

STATE OF

No 87015

ESNECIL

OS

NOFLA NAIRDA

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

T-2

T - 6 MAST ARM ASSEMBLIES DATA TABLET - 1 KEY SHEET

T - 2 SIGNATURE SHEET

T - 3 GENERAL NOTES

T - 4 SIGNALIZATION PLAN

T - 5 MAST ARM TABULATION

T - 7 GUIDE SIGN WORKSHEET

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

11410 NW 20TH STREET, SUITE 101

MIAMI, FLORIDA, 33172

JOSUE A. MENENDEZ, P.E. NO. 86757

WGI, INC.

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

GENERAL NOTES

TO CONSTRUCTION ACTIVITIES.

PLAN SET. CONTRACTOR SHALL REVIEW THE ROADWAY PLANS FOR COORDINATION WITH UTILITY OWNERS PRIOR

UTILITY OWNER INFORMATION AND SURVEY DATA RELEVANT TO THIS PROJECT ARE PROVIDED IN THE ROADWAY 6.

IN THE RELATED BID ITEMS.

UNDER TRANSMISSION/POWER LINES. COST OF LOW-PROFILE DRILLING EQUIPMENT TO BE INCLUDED

UTILIZE EQUIPMENT CAPABLE OF CONSTRUCTING DRILL SHAFTS AND INSTALLING MAST ARM POLES5.

RETURNED TO BCTED SHALL BE PROPERLY DISPOSED OF AT THE CONTRACTOR'S EXPENSE.

ALL SIGNALIZATION EQUIPMENT THAT IS REMOVED AND NOT REQUESTED TO BE

THE INSTALLATION.

SHALL BE RECORDED ON THE PUNCH LIST AS AN ITEM TO BE CORRECTED PRIOR TO FINAL APPROVAL OF

SHALL PRESENT THE RECEIPT TO BCTED AT THE TIME OF SIGNAL INSPECTION. ABSENCE OF SUCH RECEIPT

REMOVED FROM EACH LOCATION WAS RETURNED TO BCTED IN GOOD CONDITION. THE CONTRACTOR

CONTRACTOR'S LETTERHEAD. THIS ITEMIZED RECEIPT SHALL STATE THAT ALL OF THE EQUIPMENT

BE OBTAINED FROM THE SIGNAL SUPERVISOR IN THE FORM OF A SIGNED RECEIPT BEARING THE

EQUIPMENT TO BE RETURNED TO BCTED. WRITTEN ACKNOWLEDGEMENT OF EQUIPMENT RECEIPT SHALL

CONTACT THE SIGNAL SUPERVISOR AT 954�847�2600 AT LEAST 48 HOURS PRIOR TO DELIVERY OF

FORT LAUDERDALE, FL 33309

2300 WEST COMMERCIAL BLVD

BROWARD COUNTY TRAFFIC ENGINEERING DIVISION

TAGGED AS TO LOCATION, PACKAGED AS NEEDED FOR PROTECTION FROM DAMAGE AND DELIVERED TO:

BCTED. THE AGREED UPON EQUIPMENT SHALL BE DISASSEMBLED INTO THEIR COMPONENT PARTS, REMOVING ANY EXISTING EQUIPMENT, TO DETERMINE WHICH EQUIPMENT SHOULD BE DELIVERED TO

THE CONTRACTOR SHALL COORDINATE A FIELD MEETING WITH THE SIGNAL SUPERVISOR, PRIOR TO4.

DETECTION SYSTEM” AS IT APPLIES TO VIDEO VEHICLE DETECTION SYSTEMS.

PRODUCTS LIST AND MEET ALL QUALIFYING SPECIFICATIONS.AS DESCRIBED IN FDOT SECTION 660 “VEHICLE

DETECTION SYSTEM SHALL BE ON THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) APPROVED

ENGINEERING WEBSITE AT http://www.broward.org/Traffic/Pages/Publications.aspx. THE VIDEO

IN THE ‘Vehicle Detection Pay Item Notes’ DOCUMENT POSTED ON THE BROWARD COUNTY TRAFFIC

THE VIDEO DETECTION SYSTEM SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS INCLUDED3.

CONTRACT, SPECIFICATIONS AND CONTRACT PLANS.

INSURING THAT THE PROPOSED SIGNAL EQUIPMENT MEETS THE REQUIREMENTS SPECIFIED IN THE

COMPLIES WITH THE STANDARDS OF THE MAINTAINING AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR

APPROVAL OF SHOP DRAWINGS DOES NOT CONSTITUTE A WARRANTY THAT THE SIGNAL EQUIPMENT2.

PROPERLY TRANSFERRED TO THE COUNTY.

FINAL ACCEPTANCE OF THE INTERSECTION, AT WHICH TIME MAINTENANCE RESPONSIBILITIES ARE

ADJUSTMENTS, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL THE COUNTY ISSUES WRITTEN

COMMENCEMENT OF ANY WORK. MAINTENANCE OF THE SIGNAL OPERATION, INCLUDING TIMING

DURING CONSTRUCTION AND BURN�IN PERIOD” FORM LETTER, AVAILABLE AT BCTED, PRIOR TO

FILL OUT THE COUNTY’S “ACCEPTANCE OF TRAFFIC SIGNAL MAINTENANCE AND TIMING BY CONTRACTOR

MALFUNCTIONING SIGNAL EQUIPMENT. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN AND

THE DATE OF COMMENCEMENT, LOCATION AND TYPE OF WORK & INFORMATION REGARDING ANY

NOTICE OF COMMENCEMENT, VIA EMAIL, TO BRHENDERSON@BROWARD.ORG. NOTICE SHALL INCLUDE

AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE WRITTEN1.

GENERAL NOTES

PAY ITEM NOTES

WATT.

700�5�22. ILLUMINATED STREET SIGNS SHALL BE LED TYPE AND PRODUCE A MINIMUM OF 50 LUMENS PER5.

SUPERINTENDENT AT 954�847�2717 TO COORDINATE THE DELIVERY OF MATERIALS.

DIVISION AT 2300 WEST COMMERCIAL BLVD, FORT LAUDERDALE. PLEASE CONTACT THE TRAFFIC SIGNS

700�5-60, 700-3601. INCLUDES DELIVERY OF REMOVED SIGNS TO BROWARD COUNTY TRAFFIC ENGINEERING4.

BORDERS ARE REQUIRED ON ALL BACK PLATES.

SKEWED ARM OR APPROACH. INCLUDES BACKPLATES AND TUNNEL VISORS. YELLOW RETRO REFLECTIVE BACK PLATE

PROVIDED UNDER THIS PAY ITEM IF NEEDED FOR PROPER ORIENTATION OF HORIZONTAL SIGNAL HEAD ON A

PROVIDED FOR EACH SIGNAL SECTION OF A HORIZONTAL SIGNAL. AN ARTICULATED ASTRO�BRACKET SHALL BE

ENGINEER. DRAIN HOLES AS REQUIRED UNDER SECTION 650�3.8 OF THE STANDARD SPECIFICATIONS SHALL BE

650�1�14, 650-1-70. ALL TRAFFIC SIGNAL HEADS SHALL BE STANDARD, NOT LIGHTWEIGHT UNLESS SPECIFIED BY THE3.

MAST ARM CONSTRUCTION.

THE EQUIPMENT AND/OR THE FPL COORDINATION SHALL BE REFLECTED IN THE CONTRACTOR’S BID UNIT PRICE FOR

CONTRACTOR PRIOR TO PROCUREMENT OF THE ASSOCIATED MAST ARM/POLE ASSEMBLY.

ASSEMBLY LOCATION SHALL BE FIELD VERIFIED AND IDENTIFIED AS FREE OF CONFLICTS AND/OR OBJECTS BY THE

INTERSECTION FOR THE COUNTY'S APPROVAL AS REFERENCED IN FDOT SPECIFICATIONS. A GIVEN MAST ARM/POLE

EXPENSES. PAYMENT INCLUDES THE DEVELOPMENT AND SUBMITTAL OF A DRILLED SHAFT INSTALLATION PLAN PER

OR MISSING ITEMS. ITEMS NOT NOTED AT THE TIME OF PICK�UP SHALL BE CORRECTED AT THE CONTRACTOR'S

THE CONTRACTOR SHALL BE RESPONSIBLE AT THE TIME OF PICK�UP TO VERIFY AND NOTE ANY EXISTING DEFECTS

455�16.4 CSL TUBES AND FDOT STANDARD INDEX 17745).

(NUMBER AND CONFIGURATION OF CSL TUBES SHALL COMPLY WITH STANDARDS AND SPECIFICATIONS SECTION

BID PRICE FOR INSTALLATION OF MAST ARMS SHALL INCLUDE FOUNDATION CONSTRUCTION, INCLUDING CSL TUBES

WITH SECTION 460 INCLUDING FDOT SUPPLEMENTAL SPECIFICATIONS.

DONE ONLY WITH THE APPROVAL OF THE STRUCTURAL ENGINEER AND SHALL BE PERFORMED IN ACCORDANCE

AND OF A SIMILAR TYPE AND GRADE OF THE COMPONENT ATTACHED TO. IF REQUIRED, FIELD WELDING SHALL BE

STEEL PROVIDED FOR STRUCTURAL MODIFICATIONS SHOWN IN THE CONTRACT PLANS SHALL BE PER SECTION 962

ENGINEERING DIVISION PUBLICATIONS WEBSITE AT http://www.broward.org/Traffic/Pages/Publications.aspx.

PAINT SPECIFICATION’ PROVISIONS AS POSTED ONLINE AT THE BROWARD COUNTY TRAFFIC

METALLIZING AND TOUCH UP SHALL BE TREATED PER SECTION 975 AND IN ACCORDANCE WITH THE ‘MAST ARM

NOTES ON THE RESPECTIVE DETAIL SHEETS PROVIDED IN THE CONTRACT PLANS. COMPONENTS REQUIRING FIELD

649�21�15. POLES REQUIRING MODIFICATION OF THE ARM LENGTH SHALL BE TREATED PER THE GENERAL2.

632�7�1. INCLUDES COST OF PEDESTRIAN SIGNAL HEAD WIRING/CABLING RUNS.1.

T-3

EOI

EOI

EOI

EOI

COMM

V

ELEC

SD

COMM

WATER

54 55 5655

V

V

V2B

V2A

V6C

V6B

V6A

V1A

V 4D

V 4C

V 4B

V 4A

V 7A

V 3A

V 3B

V 8A

V 8B

V 8C

V5A

V5B

V2C

V Vi de o C am er a re lo ca te d

E X

V Video Camera relocated EX.

V V ideo C am era relocated E X

A1

ARM BEARING = S24°19'16"W

)55.27' LT. (54+65.65STA.

PROPOSED MAST ARM

)62.37' LT. (54+71.26ALUMINUM PEDESTAL, STA.

)41.82' LT.(

54+54.30STA.

ALUMINUM PEDESTAL

)55.68' RT. (54+62.88STA.

ALUMINUM PEDESTAL

)71.27' RT. (54+78.46STA.

ALUMINUM PEDESTAL

)62.03' LT.(

55+79.98STA.

ALUMINUM PEDESTAL

)46.64' LT. (56+11.22STA.

ALUMINUM PEDESTAL

)55.22' LT. (55+94.64STA.

TAP-IN EXIST. FPL SERVICE POINT

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

47 4 4

38 388

FILE #1042; SIGNAL ZONE #7610

ROYAL PALM BLVD AT RIVERSIDE DR

10 40

Feet

N

ROYAL PALM BLVD

ROYAL PALM BLVD

R

IV

E R

S

ID

E D

R

R/W LINE

LINE

R/W

R/W LINE

LINE

R/W

LINE

R/W

NON-VEHICULAR LINE

R/W LINE

R/W LINE

R/W LINE

EASEMENT LINE

£ SURVEY ROYAL PALM BLVD

RIVERSIDE DR

£ SURVEY

S65°40'44"E S65°40'44"E

N

'5

E

N

'5

E

P2P2

P8

P8

P4

P6

SIGNAL HEAD DETAILS

R Y G

3 AS

6 8

3-SECT., 1-WAY

650-1-70

PEDESTRIAN HEAD DETAILS

P2 P4 P6 P8

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

653-1-11

8 AS

P4 P6

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

REMAIN

EXIST. TO

G GYR Y

3 5

5-SECT., 1-WAY

BE REMOVED

EXIST. TO

R Y G

3-SECT., 1-WAY

BE REMOVED

EXIST. TO

A

A

(6'x2')

STREET NAME SIGN

INTERNALLY ILLUMINATED

700-5-22 1 EA 700-3601

F

3 EA

BE REMOVED

EXIST. TO

4 AS

R Y G

8 AS

3-SECT., 1-WAY

650-1-14

1 AS

4 6 82

650-1-14 6 AS

8 3 3

4 47

3 5 71

3 EA 650-2-109

TO REMAIN

EXIST. IINS

RIVERSIDE DR

21002200 8100 8200

ROYAL PALM BLVD

8200 8100

ROYAL PALM BLVD

C D E

TO REMAIN

EXIST. IINS

TO BE REMOVED

EXIST. IINS

RIVERSIDE DR

22002100

B

TO BE RELOCATED

EXIST. IINS

700-5-50 1 EA

BE RELOCATED

EXIST. TO

B

F

F

F

F

E

C

D

IH

4 EA

9"x18"

FTP-68B-6

4 EA

9"x18"

FTP-68B-6

P

P2

P

SIGNAL

PED

POLE

PED

P4

DET

PED

P

P

SIGNAL

PED

POLE

PED

P8

P2

H

I

P

P

DET

PED

SIGNAL

PED

POLE

PED

P8

P6

I

H P

P

SIGNAL

PED

DET

PED

P6

P4I

H

PHASE 1

P2

P6

P2

P6

PHASE 2

PHASE 3

P8

PHASE 4

P4

PHASE 5

P8 P4

PHASE 6

SIGN DETAILS

RING DIAGRAM

TF 1 TF 5

TF 2 TF 6

TF 7

TF 4 TF 8

TF 3

P6

P2+ +6

P8+8P4+

SIGNAL OPERATIONS

4. MOVEMENTS 1, 3, 5, AND 7 IS PROTECTED.

MOVEMENTS 1, 3, 4, 5, 7, AND 8 - RED

MOVEMENTS 2 AND 6 - YELLOW

3. FLASHING OPERATION:

2. PHASES: ACTUATED: 2, 4, 6, AND 8.

MOVEMENTS 3, 4, 7, AND 8.

MINOR STREET: RIVERSIDE DR ON

MOVEMENTS 1, 2, 5, AND 6.

1. MAJOR STREET: ROYAL PALM BLVD ON

NOTES:

- MINOR RD (RIVERSIDE DR) IS 40 MPH

- MAJOR RD (ROYAL PALM BLVD) IS 40 MPH

1. POSTED SPEED LIMITS ARE AS FOLLOWS

S.O.P. 10

V-1

V-2

V-3

V-4

V-5

(1 SIGNAL, 1 VIDEO, 2 SPARE)

4 RUNS @ 6 LF

(1 SIGNAL, 1 VIDEO, 2 SPARE)

4 RUNS @ 40 LF

(1 SIGNAL, 1 SPARE)

2 RUNS @ 17 LF

2 SPARE)

(1 SIGNAL, 1 VIDEO,

4 RUNS @ 57.5 LF

1 VIDEO, 2 SPARE)

4 RUNS @ 33 LF (1 SIGNAL,

(1 SIGNAL, 1 VIDEO, 2 SPARE)

4 RUNS @ 5 LF

(1 SIGNAL, 1 VIDEO, 2 SPARE)

4 RUNS @ 55 LF2 SPARE)

(1 SIGNAL, 1 VIDEO,

4 RUNS @ 67.5 LF

2 SPARE)

(1 SIGNAL, 1 VIDEO,

4 RUNS @ 26 LF

1 SPARE)

(1 SIGNAL,

2RUNS @ 18 LF

(1 SIGNAL, 2 VIDEO, 2 SPARE)

5 RUNS @ 6 LF

2 RUNS @ 10 LF (1 SIGNAL, 1 SPARE)

2 SPARE)

(2 SIGNAL, 3 VIDEO,

7 RUNS @ 142 LF

1 VIDEO, 2 SPARE)

4 RUNS @ 35 LF(1 SIGNAL,

(1 SIGNAL, 1 SPARE)

2 RUNS @ 25.5 LF

1 SPARE)

(1 SIGNAL,

@ 11 LF

2 RUNS

(1 SIGNAL, 1 VIDEO, 2 SPARE)

4 RUNS @ 28 LF

2 RUNS @ 20 LF (1 POWER, 1 SPARE)

2 RUNS @ 45 LF (1 POWER, 1 SPARE)

(1 SIGNAL, 1 VIDEO, 2 SPARE)

4 RUNS @ 21.5 LF

632-7-61 PI

639-1-6201 AS

639-2-620 LF

646-1-608 EA

630-2-1245 LF

635-2-114 EA

630-2-1163 LF

635-2-114 EA

660-4-421 EA

660-4-421 EA

646-1-112 EA

665-1-122 EA

630-2-1160 LF

635-2-115 EA

646-1-112 EA

665-1-122 EA

660-4-122 EA

630-2-1268 LF

635-2-1113 EA

635-2-121 EA

639-1-1221 AS

646-1-112 EA

665-1-122 EA

660-4-421 EA

676-1-5001 EA

(TO REMAIN)

EXIST. MAST ARM

E3

(TO REMAIN)

EXIST. MAST ARM

E2

(TO REMAIN)

EXIST. MAST ARM

E1

649-26-51 EA

(TO BE REMOVED)

EXIST. MAST ARM

E43-SECT., 1-WAY

R Y G

SIGNALIZATION PLAN

CABINET (TO REMAIN)

EXIST. TRAFFIC CONTROLLER

649-21-15

1 EA

T-4

CONNECTION CHART

VIDEO DETECTION

DETECTION

VIDEO

ZONE

DETECTION

MOVEMENT

TO

CONNECT

V-1 V4C, V4D

V4A, V4B, 4, 7

V7A

V-2

V1A

1, 6

V6C

V6A, V6B, V-3

V3A, V3B

3, 8

V8C

V8A, V8B, V-4, V-5 V2C

V2A, V2B, 2, 5

V5A, V5B

DIRECTED BY PROJECT ENGINEER.

REQUIRE FIELD ADJUSTING AS

DELAY TIME IS INITIAL AND MAY

660-4-112 EA 635-2-301 EA

639-2-145 LF

632-7-11 PI

EXISTING PEDESTAL (TO BE REMOVED) (TYP.)

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

ROYAL PALM BLVD

TO CROSS

PUSH BUTTON

RIVERSIDE DR

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

TO CROSS

PUSH BUTTON

STEADY

TIMER

FLASHING

PED

DET

STOP BAR.

60' LONG PER LANE, THIS INCLUDES 10' BEYOND THE

2. VIDEO DETECTION ZONES SHALL BE APPROXIMATELY

VEHICLES

TURNING

STOP FOR

630-2-1258 LF

630-2-12175 LF

630-2-11188 LF

630-2-1130 LF

STA. 56+16.04 (54.42' RT.)

ALUMINUM PEDESTAL

STA. 55+98.20 (69.67' RT.)

ALUMINUM PEDESTAL

(1 SIGNAL, 1 SPARE)

2 RUNS @ 5 LF

PED POLE

POLE

PED

2 RUNS @ 20 LF (1 SIGNAL, 1 SPARE)

CONTROLLER TIMING

Controller Phase 1 2 3 4 5 6 7 8

Face Number 1 2 3 4 5 6 7 8

Direction EBL WBT SBL NBT WBL EBT NBL SBT

Initial Green (Min.) 4 12 4 6 4 12 4 6

Vehicle Ext. Gap 1.5 3.0 1.5 3.0 1.5 3.0 1.5 3.0

Maximum Green I 20 45 12 35 20 45 12 35

Maximum Green II

Yellow Clearance 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4

All Red Clearance 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0

Phase Recall OFF MIN. OFF OFF OFF MIN. OFF OFF

Direction Delay

Walk 7 7 7 7

Ped. Clearance 23 24 23 24

Permissive

Flash Operation YELLOW RED YELLOW RED

STRAIN POLE (TO BE REMOVED)

EXIST. SERVICE DISCONNECT AND

STA. 56+11.76 (78.60' LT)

O POWER SERVICE DETAILS)(REFER T

PROP. DISCONNECT POLE

641-2-121 EA

639-3-111 EA

646-1-112 EA 665-1-122 EA

700-3201

G

4 EA

30"x30" R10-15a

VEHICLES

TURNING

STOP FOR

G

G

G

G

P6

P4

641-2-601 EA

NW CORNER

NE CORNER

SW CORNER

H

I

SE CORNER

REMOVAL ITEMS:

SE CORNER

SW CORNER

NW CORNER NE CORNER

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

TERMINAL COMPARTMENT.

2. MAST ARM SHALL NOT BE MANUFACTURED WITH

HANDHOLE LOCATION IS 0°, UNLESS OTHERWISE INDICATED.

1. DEGREES ARE MEASURED COUNTER CLOCKWISE FROM ARM.

CROWN ELEVATION

SIGN A

W1

A

H1

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

(ARM M.H.)

HEIGHT

MOUNTING

ARM

DIRECTION FROM ROADWAY ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

C L

E A

R A

N C

E

L O

W P

O

IN

M

IN

IM

U

M

TOP OF POLE FOUNDATION ELEVATION

R Y GR Y G R Y GSIGN C

W3

H3

C

V1

V1

CAMERA

VIDEO

W2

SIGN B

B

H2 fsa vio

TOTAL ARM LENGTH

R Y G SIGN D

S

IG

N E

H4

W4

H5

W5

DE

V2

V2

CAMERA

VIDEO

R Y G

MAST ARM TABULATION

T-5

SPECIAL INSTRUCTIONS

NO.

ID

NO.

SHEET

BUTTON

PED.

SIGNALS

PED.

LOCATION

HANDHOLE

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA VIDEO DATA SIGN DATA

NO.

ID

NO.

SHEET

to remain

*: Existing

BY STA.

LOCATION

ELEVATION

FOUND.

TOP OF

NO.

ARM

RDWY

ELEV.

CROWN

V/H

SIGNAL

Y/N

S

PLATE

BACK

Y/N

SIGNAL

PED.

DISTANCE FROM POLE

ID

VIDEO CAMERA

POLE

DISTANCE FROM

LENGTH

ARM

TOTAL

M.H.

ARM

90/270

ARMS

DUAL

BETWEEN

ANGLE DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN

COLOR

PAINT

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

A1 T-4 54+65.65 13.96 1 14.39 H Y Y 19.0 3 29.5 3 40.0 3 50.0 3 60.0 3 V-4, V-5 55.0, 24.0 65'-6" 20 7 2 6 12.5 2.5 2.5 SOLAR BLACK

E1 T-4 *55+89.65 13.60 1 13.90 H Y Y 9.0 3 31.5 3 42.5 3 54.0 3 V-1 37.0 60 - 3.5 2 6 20 2.5 2.5

E2 T-4 *56+10.05 14.00 1 14.26 H Y Y 24.0 3 34.5 3 45.5 3 56.5 3 V-2 40.0 66 - 8 2 6 15 2.5 2.5

E3 T-4 *54+76.28 13.40 1 13.93 H Y Y 15.0 3 26.0 3 36.5 3 46.5 3 V-3 31.5 70 - 8 2 6 20.5 2.5 2.5

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

DORAL, FLORIDA 33172

8935 NW 35TH LANE, SUITE 200

CHA CONSULTING, INC.

LICENSE NUMBER 87015

ADRIAN ALFONSO, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

A1

MAST ARM

ASSEMBLIES DATA TABLE

P5/S

T-6

DS/16/5.020A70/S/H-P5/S A70/S/H 23

(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

Design Water Table is 0 ft. below surface.

Effective Soil Unit Weight (pcf) = 50.0

Total Soil Weight (pcf) = 112.4

STP Number = 20

Soil Friction Angle (deg.) = 33

Soil Classification: Cohesionless (Sand)

2. Assumptions and Values used in design:

by Tierra South Florida, INC. and signed and sealed by Ramakumar Vedula, P.E.

1. Design is based on data contained in the 8/09/2024 Geotechnical Report prepared

FOUNDATION NOTES:

Work with Index 649-030 and 649-031.6.

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 5.

minimum 5.0 foot diameter drilled shaft.

Pole types P2 and larger require a minimum 4.5 foot diameter drilled shaft. Pole types P5 and larger require a 4.

Arm mounting height UB must be between 18-22 feet.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 11-01-16]:

33.5

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FPID NO.COUNTY ROAD

HIGHWAY CONSTRUCTION AND ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

MIAMI, FLORIDA 33172

11410 NW 20TH STREET, SUITE 101

WGI, INC.

LICENSE NUMBER 86757

JOSUE A. MENENDEZ, P.E.

ENGINEER OF RECORD

ROYAL PALM BOULEVARD 449559-1-58-01

BR WARD

A 1

6'-0" 0.5"

See Plans

2'-0" 1.5"

White White

Green

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

4" 64"

6'-0"

3"

4"

8"C

4"

6"C

3"

GUIDE SIGN WORKSHEET

T-7

R i

9.7 v

11.7 e r

22.2 s

25.3 i

29.6 d

31.9 e

37.2

D

59.4 r

65.4

L

8.3

10.7

15.3

L

14.9

51.5

55.6

59.8

64.5

L

16.5

T-1

T-2

T-3

T-4

T-5