ROADWAY PRODUCTION

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

RevisionsNo.

Seal:

GOVERNING STANDARD PLANS:

GOVERNING STANDARD SPECIFICATIONS:

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2020110

PROJECT NO.

MA

PROPEL ENGINEERING, LLC.

FLORIDA BUSINESS CERT. NO. 31050

APPROVED BY:

DATE:

P.E. NO.: FL REGISTRATION NO. 92997

PHONE (561) 866-5730

SHEET DESCRIPTIONSHEET NO.

STATE OF FLORIDA

COUNTY OF PALM BEACH

DISTRICT 1

DISTRICT 6

DISTRICT 4

DISTRICT 2 DISTRICT 3

DISTRICT 5

DISTRICT 7

CONTRACT PLANS COMPONENTS

ENGINEER'S CERTIFICATION

I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN

ARE IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS

AND CRITERIA IN EFFECT ON THIS DATE FOR PALM BEACH COUNTY

ENGINEERING DEPARTMENT AND THE STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION.

WEST PALM BEACH, FLORIDA 33411

PROJECT NO. 2020110

MARIA G. MARINO

BOARD OF COUNTY COMMISSIONERS

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

Standard Plans for Road Construction and associated IRs are available at and Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2024-25 Standard Plans for Road

INTERSECTION IMPROVEMENTS

2711 N VISTA PARKWAY., SUITE NO. B-7

N.T.S.

MARCI WOODWARD

provisions for this project.

FY 2024-25 and supplements thereto if noted in the special

State of Florida Department of Transportation Standard Specifications, INTERSECTION IMPROVEMENTS

CHECKED: DS

DRAWN: ARB

LYONS RD. AND BOYNTON BEACH BLVD

KEY SHEET

lyons rd. and boynton beach blvd.

INDEX OF SIGNALIZATION PLANS

SIGNALIZATION PLANS

T-1

T-13

TS 46015

100% SUBMITTAL

GREGG K. WEISS

P.E.# 92997

(MAYOR)

(VICE MAYOR)

SARA BAXTER BOBBY POWELL, JR

JOEL G FLORES

MARIA SACHS

11/7/2025

11/7/2025

11/7/2025

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T-1 KEY SHEET

T-2 SIGNATURE SHEET

T-3 TABULATION OF QUANTITIES

T-4 THRU T-7 GENERAL NOTES

T-8 THRU T-9 SIGNALIZATION PLANS

T-10 MAST ARM TABULATION

T-11 MAST ARM DATA TABLE

T-12 REPORT OF CORE BORINGS

T-13 GUIDESIGN WORKSHEET

T-14*

PULL BOXES & WIRING

COMMUNICATION CONDUITS

PBC SIGNAL INSTALLATION DETAIL-

and sealed document.

The sheet is contained in separte digitally signed only to indicate that it is part of the Signal Plans.

* The sheet is included in the index of Signal Plans

DILNAHAR H SHUVO, P.E.

DILNAHAR H SHUVO

SPECIFIC PURPOSE/TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY)

LIGHTING PLANS

SIGNALIZATION PLANS

SIGNING AND PAVEMENT MARKING PLANS

ROADWAY PLANS

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Revisions DateNo. By

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SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025

SHEET DESCRIPTIONSHEET NO.

SIGNALIZATION PLANS

SHEET DESCRIPTIONSHEET NO.

SIGNALIZATION PLANS

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY SIGNED

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY SIGNED

STATE OF

No 54873

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SIGNATURE SHEET

T-1 KEY SHEET

T-2 SIGNATURE SHEET

T-3 TABULATION OF QUANTITIES

T-4 THRU T-7 GENERAL NOTES

T-8 THRU T-9 SIGNALIZATION PLANS

T-10 MAST ARM TABULATION

T-11 MAST ARM DATA TABLE

T-13 GUIDESIGN WORKSHEET

T-2 SIGNATURE SHEET

T-12 REPORT OF CORE BORINGS

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ON THE DATE ADJACENT TO THE SEAL.

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ON THE DATE ADJACENT TO THE SEAL.

STATE OF

No 92997

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DILNAHAR H SHUVO, P.E. NO. 92997

WEST PALM BEACH, FL 33411

2711 N VISTA PARKWAY, SUITE B7

PROPEL ENGINEERING, LLC.

RAMAKUMAR VEDULA P.E. NO. 54873

WEST PALM BEACH, FL 33411

2765 N VISTA PARKWAY, SUITE 10

TIERRA SOUTH FLORIDA. INC.

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

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P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025 TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-8

PLAN FINAL PLAN FINAL PLAN FINAL

630-2-11-2A ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH LF 90 90 90

630-2-12-2-2 2-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) LF 234 234 234

630-2-12-2-4 4-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) LF 35 35 35

630-2-12-2-7 7-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) LF 305 305 305

630-2-14-1 1" RIGID CONDUIT HOT DIPPED GALVANIZED CONDUIT SURFACE MOUNTED LF 120 120 120

632-7-1-7 SIGNAL CABLE- 7 CONDUCTOR PI 1 1 1

632-7-1-7A PEDESTRIAN SIGNAL CABLE- 7 CONDUCTOR PI 1 1 1

632-7-6 SIGNAL CABLE, REMOVE- INTERSECTION PI 1 1 1

635-2-12-A PULL BOX (17" X 30" X 12"D) HEAVY DUTY COVERS (TIER 22) EA 17 17 17

639-1-121 ELECTRICAL POWER SERVICE WITH METER BASE (UNDERGROUND) METER FURNISHED BY POWER COMPANY AS 1 1 1

639-2-1-3 ELECTRICAL SERVICE WIRE (SIGLE PHASE 3-WIRE, TRIPLEX) LF 120 120 120

641-2-12-16 PRESTRESSED CONCRETE POLE, F&I, 16' TYPE P-II SERVICE POLE EA 1 1 1

641-2-80

INCLUDES DISPOSAL OF POLE WHEN INSTRUCTED BY ENGINEER

CONCRETE POLE REMOVAL - DEEP (INCLUDES POLE AND COMPLETE REMOVAL OF THE POLE FOUNDATIOND DEPTH OF UP TO 25 FEET)

EA 1 1 1

646-1-12 ALUMINUM SIGNALS POLE, FURNISH & INSTALL PEDESTRIAN DETECTOR POST EA 4 4 4

646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 4 4 4

649-22-6 MAST ARM ASSEMBLY , FURNISH AND INSTALL ON EXISTING FOUNDATION, SINGLE ARM 50' (A50/S-P3/S) EA 1 1 1

649-22-21-HD MAST ARM ASSEMBLY , FURNISH AND INSTALL ON EXISTING FOUNDATION, SINGLE ARM 78' HEAVY DUTY(A78/S-P6/S-HD) EA 1 1 1

649-2-16-45 DRILLED SHAFT FOUNDATION ASSEMBLY, 16' DEEP AND 4.5' DIAMETER, FURNISH AND INSTALL (DS/16/4.5 ) EA 1 1 1

649-2-20-50 DRILLED SHAFT FOUNDATION ASSEMBLY, 20' DEEP AND 5' DIAMETER, FURNISH AND INSTALL (DS/20/5 ) EA 1 1 1

649-2-20-50-AD ADDITIONAL DEPTH FOR DRILLED SHAFT FOUNDATION ASSEMBLY, 20' DEEP AND 5' DIAMETER, FURNISH AND INSTALL (DS/20/5 ) LF 8 8 8

649-26-05 STEEL MAST ARM ASSEMBLY , REMOVE, DEEP FOUNDATION - BOLT ON ATTACHMENT EA 2 2 2

650-1-13 TRAFFIC SIGNAL HEAD ALUMINUM (3-SECTION, 1-WAY) INCLUDES BACKPLATES AS 4 4 4

650-1-15 TRAFFIC SIGNAL HEAD ALUMINUM (5-SECTION, 1-WAY) INCLUDES BACKPLATES AS 1 1 1

650-1-60 TRAFFIC SIGNAL HEAD ASSEMBLY, REMOVAL AS 5 5 5

653-191 PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM EA 4 4 4

653-1-60 PEDESTRIAN SIGNAL, REMOVE PED SIGNAL EA 4 4 4

660-1-109 LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 EA 21 21 21

660-2-106B LOOP ASSEMBLY (TYPE F - 46') EA 21 21 21

660-4-60 VEHICLE DETECTION SYSTEM - VIDEO, REMOVE EA 8 8 8

665-1-11 PEDESTRIAN DETECTOR (PUSH BUTTON) EA 4 4 4

700-5-21 INTERNALLY ILLUMINATED SIGN (6'), LED EA 1 1 1

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

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P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

SIGNALIZATION PLAN

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025 GENERAL NOTES

PRIOR TO CONSTRUCTION:

1. CONTRACTOR SHALL ADHERE TO THE PALM BEACH COUNTY TRAFFIC SIGNAL INSTALLATION STANDARDS AND DETAILS 2024 (OR LATEST REVISED EDITION) AND THE FDOT DESIGN STANDARD PLANS 2024-2025

(OR LATEST EDITION).

2. PRIOR TO EQUIPMENT ORDER, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE EOR AND PALM BEACH COUNTY TRAFFIC DIVISION EQUIPMENT SPECIFICATIONS OR DESIGN DATA FOR ALL MATERIAL

PROPOSED FOR THE PROJECT. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO:

NON-STRUCTURAL SUBMITTALS

ALL GUIDE SIGN LEGENDS (IF DIFFERENT FROM DETAILED)

CONTROLLER CABINET AND ASSEMBLY

VIDEO DETECTION SYSTEM.

STRUCTURAL SUBMITTALS

SIGN STRUCTURES, INCLUDING CANTILEVER TRUSSES AND FOUNDATIONS

MAST ARM, POLE AND FOUNDATIONS

MAST ARM POLES WITH LUMINAIRE ATTACHMENTS SHALL BE PROVIDED WITH SHOP DRAWINGS AND CALCULATIONS.

3. SHOP DRAWINGS AND DESIGN DATA SHALL BE SUBMITTED ELECTRONICALLY TO THE EOR WITH A COPY SENT TO PALM BEACH COUNTY TRAFFIC DIVISION AT ENG-TRAFF-INSPECTION@PBC.GOV. ALLOW 30 DAYS

TURN AROUND FOR SUBMITTALS.

4. THE CONTRACTOR SHALL CONTACT PBC TRAFFIC OPERATIONS AT 561-233-3900 SEVENTY-TWO (72) HOURS (3 WORKING DAYS) PRIOR TO CONSTRUCTION IF WORK IS BEING DONE WITHIN 10 FEET OF ANY SIGNAL

EQUIPMENT OR IN ADVANCE OF ANY SIGNAL RELATED INSTALLATION WORK.

5. ALL SIGNS AND OTHER TRAFFIC CONTROL DEVICES, EXCEPT EQUIPMENT SHOWN OR NOTED ON THE PLAN SHEETS FOR REMOVAL BY OTHERS, SHALL BE REMOVED BY THE CONTRACTOR AND STOCKPILED

WITHIN THE RIGHT TO WAY ONLY AFTER 48 HOUR NOTICE TO THE MAINTAINING AGENCY. CONTROL DEVICES SHALL THEN BE REMOVED BY OTHERS FOR DELIVERY TO THE NOTIFIED AGENCY. ANY ITEMS TO BE

REMOVED BY OTHERS SHALL SPECIFY THE ENTITY RESPONSIBLE OF REMOVING OR RELOCATING THE SPECIFIC ITEM ON THE PLANS.

6. ALL REMOVED ITEMS TO BE DELIVERED TO PBCTED AT 2555 VISTA PARKWAY WEST PALM BEACH FL - CALL 48 HOURS PRIOR TO DELIVERY (561) 233-3900. CONCRETE POLES CAN BE DISCARDED/PROPERLY

DISPOSED OF.

7. DURING DEEP REMOVAL OF MAST ARM FOUNDATION (AND ANY OTHER POLE REMOVAL), IT IS THE CONTRACTOR’S RESPONSIBILITY TO SECURE ANY OTHER FOUNDATION OR STRUCTURE IN THE CLOSE PROXIMITY

OF THE FOUNDATION BEING REMOVED. IF THE CONTRACTOR DETERMINES ANY STRUCTURE OR FOUNDATION IN CLOSE PROXIMITY OF FOUNDATION REMOVED COULD POTENTIALLY BE COMPROMISED, THEY SHALL

SECURE IT.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CHECKING INTERSECTION OPERATIONS AS THEY RELATE TO THE INSTALLATION OF MAST ARMS. ANY VISIBILITY ISSUES WITH EXISTING SIGNAL HEADS

AND NEWLY INSTALLED MAST ARMS NEEDS TO BE ADJUSTED BY THE CONTRACTOR.

9. TEMPORARY DETECTION REQUIRED IF THE EXISTING VEHICLE DETECTION WILL BE IMPACTED AND OUT OF SERVICE FOR MORE THAN 30 DAYS, AND IF PEDESTRIAN DETECTION IS OUT OF SERVICE FOR MORE

THAN 3 DAYS WHILE LOCATION IS UNDER CONSTRUCTION.

10.ALL PUBLIC LAND CORNERS CLIPS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK

AND IN DANGER OF BEING DAMAGED, DESTROYED, OR COVERED HAVE TO BE PROPERLY REFERENCED BY A PROFESSIONAL LAND SURVEYOR. THIS SHALL BE DONE IN ACCORDANCE WITH THE MINIMUM

TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS. PRIOR TO BEGINNING WORK AT THE SITE, THE CONTRACTOR SHALL RETAIN A LAND SURVEYOR TO REFERENCE THE

RESTORE, UPON COMPLETION OF THE WORK, ALL SUCH CORNERS AND MONUMENTS. THE CONTRACTOR SHALL FURNISH, TO THE DISTRICT LOCATION SURVEYOR, A SIGNED AND SEALED COPY OF THE LAND

SURVEYOR’S REFERENCE DRAWING. WHERE EXISTING PALM BEACH COUNTY SECTION CORNER MONUMENT IS INVOLVED WITHIN THE CONSTRUCTION LIMITS OF THE PROJECT THE SURVEYOR WILL BE RESPONSIBLE FOR FILING A NEW CERTIFIED CORNER RECORD OF ITS ORIGINAL POSITION WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND SUBMIT THOSE RECORDS TO THE PALM

BEACH COUNTY DIVISION DIRECTOR OR MANAGER AS PART OF THE REQUIRED AS-BUILTS OR RECORD DRAWINGS.

11.ALL SURVEY BENCH MARK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED AND REFERENCED BY THE CONTRACTOR IN THE SAME WAY AS PUBLIC LAND CORNERS, EXCEPT THAT THE

LAND SURVEYOR SHALL NOT BE REQUIRED TO RESTORE THE NGVD BENCH MARK UPON COMPLETION OF THE WORK. THE CONTRACTOR SHALL PROMPTLY TRANSMIT ALL DISPLACED FOR DAMAGED NGVD DISCS TO

THE DISTRICT LOCATION SURVEYOR, WHO WILL NOTIFY THE GEODETIC INFORMATION CENTER.

12.ALL EXISTING SIGNALIZATION EQUIPMENT IS ASSUMED TO BE IN GOOD WORKING ORDER UNLESS PBCTED IS NOTIFIED IN WRITING PRIOR TO START OF CONSTRUCTION. ANY SUBSEQUENT DAMAGE TO THE

SIGNAL EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR.

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

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P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025 GENERAL NOTES

13.EXISTING COMMUNICATIONS OR COMMAND WIRE CONNECTIONS SHALL BE MAINTAINED AT ALL SIGNALIZED LOCATIONS DURING CONSTRUCTION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, INTERCONNECT, RAILROAD FLASHING BEACONS, RAILROAD PREEMPTION, EMERGENCY VEHICLE PREEMPTION, AND SCHOOL ZONE FLASHERS. CONTRACTOR TO PROVIDE TEMPORARY LINES AND CONNECTIONS IF NECESSARY. COST

OF MAINTAINING COMMUNICATION INCLUDING TEMPORARY CONNECTIONS SHALL BE INCLUDED IN PAY ITEM 102-1 MOT. A CELLULAR COMMUNICATION PLAN MAY NEED TO BE INSTALLED AND APPROVED BY THE

COUNTY TO MAINTAIN CONTINUOUS COMMUNICATION THROUGHPUT THE PROJECT.

14.THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS AND SUBMIT THEM FOR REVIEW AND APPROVAL BY THE ENGINEER OF RECORD AND THE TRAFFIC DIVISION – MOT SECTION AT LEAST TWO (2)

WEEKS IN ADVANCE OF PROPOSED WORK. NO LANE CLOSURES ARE ALLOWED DURING AM AND PM PEAK HOURS (BASED ON LANE CLOSURE ANALYSIS).

15.ALL PEDESTRIAN DETOURS FOR MOT TO BE PRE-APPROVED BY PBC TRAFFIC ENGINEERING DIVISION.

16.NO EXISTING PEDESTRIAN CROSSING TO BE ELIMINATED AT ANY TRAFFIC SIGNAL WITHOUT PRE-APPROVAL FROM PBC TRAFFIC ENGINEERING.

17.IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY DIRECTIONAL BORING OR TRENCHING. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO

EXAMINE JOB SITE CONDITIONS BEFORE SUBMITTING BID PROPOSALS IN ACCORDANCE WITH SECTION 2-4 OF THE FDOT STANDARD SPECIFICATIONS.

18.THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF EXISTING LOOP AND LEAD IN WIRE, OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES. THE CONTRACTOR SHALL

EXCAVATE BY HAND WHERE CONFLICTS MAY EXIST. DAMAGE TO LOOPS AND ANY SIGNAL EQUIPMENT CAUSED BY CONSTRUCTION OF THIS PROJECT SHALL BE REPAIRED OR REPLACED TO ORIGINAL OR BETTER

CONDITION AT NO COST TO PALM BEACH COUNTY.

19.IT IS THE CONTRACTOR’S RESPONSIBILITY TO ENSURE THERE ARE NO UTILITY CONFLICTS PRIOR TO ORDERING MAST ARMS.

DURING CONSTRUCTION:

1. CONTRACTOR TO MAINTAIN EXISTING SIGNAL OPERATIONAL AT ALL TIMES.

2. MAST ARM CONCRETE FOUNDATION SHALL BE POURED IN A SINGLE POUR, FOUNDATIONS THAT DO NOT COMPLY WITH THIS REQUIREMENT SHALL BE COMPLETELY REMOVED AND RE-POURED AT THE

CONTRACTOR’S EXPENSE. A DRILL SHAFT INSTALLATION PLAN SHALL BE PART OF THE SHOP DRAWINGS.

3. CONTRACTOR IS RESPONSIBLE FOR THE PROPER BOLT PATTERN ABOVE FINISHED SIDEWALK GRADE. THE CONTRACTOR SHALL ENSURE THAT THE DRILL SHAFT AND BOLT PATTERNS ARE INSTALLED CORRECTLY

SO THAT THE MAST ARM WILL BE ANGLED AS SHOWN ON THE PLANS.

4. IF PHASE 1 (UNDERGROUND ONLY) AND PHASE 2 (ABOVE GROUND) IS PROPOSED ON PERMITTING PROJECTS, CONTRACTOR IS RESPONSIBLE TO ENSURE EXPOSED BOLTS ARE PROTECTED FROM THE ELEMENTS

(INSTALL BOLT CAPS).

5. FOR MAST ARM SIGNAL INSTALLATIONS, THE CONTRACTOR SHALL INSTALL WIRE CLOSED MESH, SINGLE OFFSET EYE SUPPORT GRIPS FOR STRAIN RELIEF. ALL SIGNAL CABLE MUST BE HELD BY A STRAIN

RELIEF (LE GRAND FCO750FSS) ATTACHED TO THE J HOOK INSIDE OF A MAST ARM. TO USE APPROVED EQUIVALENT, SHOP DRAWINGS SHALL BE SUBMITTED TO PBC ENGINEER FOR PREAPPROVAL. WRITTEN

APPROVAL FOR SHOP DRAWINGS SHALL BE PROVIDED AT TIME OF FINAL SIGNAL INSPECTION.

6. THE DRILL SHAFT FOUNDATION SHALL BE FLUSH WITH THE SIDEWALK (GROUND LEVEL), NOT BELOW GROUND LEVEL. STRUCTURAL GROUT PAD MUST NOT EXTEND HIGHER THAN A 2” ELEVATION ABOVE

FOUNDATION PER FDOT STANDARDS.

7. SIGNAL CABLE – CONTRACTOR SHALL INSTALL TRAFFIC SIGNAL CABLE IN ACCORDANCE WITH PBC STANDARDS. THERE SHALL BE NO SPLICING. IF CONTINUOUS RUNS ARE NOT POSSIBLE, THEN TERMINAL BLOCK

SHALL BE USED.

8. CONTROLLER CABINET - THE CONTROLLER CABINET SHALL BE INSTALLED SUCH THAT THE CONTROLLER DOOR WILL OPEN AWAY FROM THE ROADWAY TRAVEL LANES AND POSITIONED TO ALLOW THE TECHNICIAN

TO SEE THE INTERSECTION.

9. CONTRACTOR TO PROVIDE A MINIMUM 2 FEET CABLE SLACK AT ALL PULL BOXES AND HAND HOLDS.

10.PEDESTRIAN SIGNALS – EACH PEDESTRIAN SIGNAL SHALL BE FED WITH ONE 7 CONDUCTOR CABLE FOR PEDESTRIAN SIGNAL HEAD AND ONE 4 CONDUCTOR CABLE FOR THE PEDESTRIAN DETECTOR/PUSH

BUTTON. THESE CABLES WILL RUN FROM EACH PEDESTRIAN SIGNAL/DETECTOR DIRECTLY TO CONTROL BOX WITH NO SPLICES.

11.POSITION PULL BOXES, CABINETS, POLES AND OTHER OBSTRUCTIVE ITEMS CLEAR OF CURB CUT RAMPS. PULL BOXES SHALL BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB AND GUTTER, THEN

PULL BOXES SHALL BE PLACED AT LEAST 10 FEET FROM THE EDGE OF PAVEMENT. PULL BOXES SHALL NOT BE LOCATED AT THE BOTTOM OF ANY DITCH, RETENTION AREA/POND, NOR LOCATED WITHIN

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

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P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025 GENERAL NOTES

SIDEWALK. ALL PULL BOXES SHALL HAVE A 1’ WIDE (MIN.) X 6” DEEP CONTINUOUS CONCRETE APRON SLOPED AWAY FROM BOX (TYPICALLY 1%)

12.SPARE CABINET CONDUIT SHALL BE STUBBED AND CAPPED IN THE NEAREST PULL BOX. USE GEL CAPS FOR ANY SPARE/USED CONDUIT.

13.THE USE OF “JONES” PLUGS FOR SIGNAL INSTALLATIONS SHALL BE PROHIBITED.

14.ALL FIELD WIRING SHALL BE NEATLY BUNDLED AND CLEARLY IDENTIFIED WITH PERMANENT LEGIBLE, WEATHERPROOF TAGS THAT ARE SECURELY ATTACHED TO EACH CABLE. THE TAGGING SYSTEM PROPOSED

SHALL BE SUBMITTED FOR APPROVAL WITH THE OTHER EQUIPMENT SUBMITTALS REQUIRED FOR THIS PROJECT.

15.THE CONTRACTOR SHALL VERIFY COLOR CODES OF SIGNAL CABLE WITH PALM BEACH COUNTY BEFORE ORDERING.

16.DO NOT INSTALL LOOP LEAD-INS WITHIN PAVERS OR IN THE AREA BETWEEN PAVERS AND EDGE OF CURB. FOR ANY INTERSECTIONS WITH PAVERS, THE LEAD-INS NEED TO RUN THROUGH CONDUITS UNDER

THE PAVERS.

17.INSTALL PEDESTRIAN SIGNALS PER ADA CLEARANCES, PROVIDING CONTINUOUS UNOBSTRUCTED PEDESTRIAN/WHEELCHAIR CIRCULATION PATH TO PEDESTRIAN AREAS (PUSH BUTTON, RAMP, ETC).

18.THE T-BASE (PEDESTRIAN PEDESTAL BASE) SHALL BE ORIENTED SO THE TECHNICIAN CAN OPEN THE DOOR AND ALSO SEE ON-COMING TRAFFIC. CAULK AS NEEDED IF THERE IS A LARGE GAP BETWEEN

CONCRETE FOUNDATION/SIDEWALK AND THE PEDESTAL BASE.

19.PEDESTAL POLE BASE NUT SHOULD BE LARGE ENOUGH TO COVER HOLE AND WASHER.

20.ALL SET SCREWS MUST BE INSTALLED (NONE SHOULD BE MISSING). MOST MANUFACTURES HAVE THEM DESIGNED INTO THE PEDESTRIAN BASES FROM FACTORY. WHEN PEDESTAL POLE IS SET AT PROPER

DIRECTION, DRILL AND TAP HOLE THRU BASE AND ALUMINUM CONDUIT. SET SCREWS SHOULD GO THROUGH SIDE OF BASE INTO PEDESTAL POLE TO PENETRATE INTO PIPE TO KEEP IT FROM ROTATING. USING

A ¼”X20 SS HEX HEAD BOLT WILL LOCK THE PIPE FROM TURNING.

21.BOLTS SHOULD BE LONG ENOUGH TO PROTRUDE THROUGH THE THREADED HOLE AND HOLD WASHER AND NUT.

22.CAULKING/SEALANT TO BE APPLIED AT ALL SIGNALS FLANGE CONNECTIONS, INCLUDING BUT NOT LIMITED TO THE TOP OF THE FLASHER SIGNAL.

23.THE CONTRACTOR SHALL COORDINATE AND FIELD VERIFY LOCATION(S) OF ELECTRICAL SERVICE POINT PRIOR TO INSTALLING CONDUIT, DISCONNECT SWITCH, TRANSFORMER AND PULL BOXES.

24.POWER SOURCE –ON MODIFICATIONS/UPGRADES TO EXISTING TRAFFIC SIGNALS A) IF ADDING LOAD, THEN ADD METER; B) IF NOT ADDING LOAD (IE JUST RELOCATING SAME EQUIPMENT) KEEP EXISTING POWER

SOURCE. ALL NEW INSTALLED SIGNALS WILL BE METERED. CONTRACTOR SHALL COORDINATE WITH FPL FOR NEW INSTALLATION AS REQUIRED. ELECTRIC SERVICE TO BE SET UP IN CONTRACTOR’S NAME, THEN TRANSFERRED TO PBC TRAFFIC DIVISION AFTER 90 DAY BURN-IN OR WARRANTY PERIOD AND FINAL ACCEPTANCE.

25.IF THE EXISTING TRAFFIC SIGNAL IS GOING TO BE METERED ON A DEVELOPER/COUNTY PERMIT PROJECT, THE CONTRACTOR SHALL COORDINATE WITH FPL TO OPEN ELECTRICAL METERED SERVICE ACCOUNT

UNDER THEIR NAME AND EMAIL THE COUNTY AT ENG-TRAFFICDIVISION@PBC.GOV WITH THE FPL ACCOUNT NUMBER.

26.CONTRACTOR COORDINATION REQUIREMENTS:

WORK SCHEDULE AND POWER COORDINATION: THE CONTRACTOR MUST COORDINATE THE WORK SCHEDULE, POWER SERVICE TIMING, AND OBTAIN AUTHORIZATION FROM PALM BEACH COUNTY TRAFFIC

ENGINEERING.

TIMING ENGINEER CONTACT: CONTACT THE TIMING ENGINEER AT (561-684-4030) AT LEAST 2 WEEKS BEFORE CONSTRUCTION BEGINS TO COORDINATE ANY NECESSARY TIMING ADJUSTMENTS PRIOR TO

ANY LOOP DAMAGE OCCURS.

TRAFFIC OPERATIONS CONTACT: FOR REPLACING AND RETIMING SCHOOL FLASHERS, REACH OUT TO PALM BEACH COUNTY TRAFFIC OPERATIONS AT (561-233-3900) TO ENSURE PROPER COORDINATION

WITH THE NEW EQUIPMENT.

27.ANY SIGNAL MODIFICATION NECESSARY IN ORDER TO CARRY OUT PROJECT CONSTRUCTION SHALL BE SUBMITTED TO PBC TRAFFIC ENGINEERING DIVISION FOR APPROVAL THROUGH AN MOT PERMIT. SIGNAL

MODIFICATION SUBMITTAL TO BE IN A FORM OF A LEGIBLE PLAN THAT CLEARLY SHOWS THE SIGNAL HEAD FACES AND ALIGNMENT WITH THE PROPOSED LANE MODIFICATION, AND SIGNAL PHASING. ALL SIGNAL

MODIFICATIONS TO FOLLOW MUTCD MINIMUM REQUIREMENTS.

28.MOT PLANS WILL NOT BE APPROVED UNTIL THE SIGNAL MODIFICATION PLANS HAVE BEEN APPROVED BY PBC TRAFFIC ENGINEERING.

INSPECTION AND ACTIVATION:

1. THE CONTRACTOR SHALL SUBMIT IN WRITING TO THE MAINTAINING AGENCY FOR FINAL INSPECTION ALLOW TWO (2) WEEKS OR INSPECTION. TO SCHEDULE A SIGNAL INSPECTION, PLEASE EMAIL

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

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3:27:15 PM

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

SIGNALIZATION PLAN

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025 GENERAL NOTES

ENG-TRAFF-INSPECTION@PBC.GOV. IF YOUR PROJECT IS PART OF PBC ROADWAY PROJECT, THEN COPY IN CONSTRUCTION COORDINATOR/ROAD INSPECTOR.

2. AT THE TIME OF FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL FURNISH PALM BEACH COUNTY WITH TWO (2) COMPLETE COPIES OF SIGNED AND SEALED “AS-BUILT” PLANS AND CONSULTANT

TO PROVIDE ELECTRONIC CAD FILES.

3. A 90 DAY BURN-IN PERIOD IS REQUIRED FOR ALL TRAFFIC SIGNAL EQUIPMENT. THE BURN-IN PERIOD WILL COMMENCE UPON A WRITTEN CONDITIONAL ACCEPTANCE BY THE COUNTY AND WILL TERMINATE

NINETY (90) CONSECUTIVE DAYS, THEREAFTER, UNLESS AN EQUIPMENT MALFUNCTION OCCURS.

4. AFTER THE SIGNAL INSPECTION IS COMPLETED AND ALL OUTSTANDING ISSUES ARE RESOLVED (PUNCH LIST ITEMS COMPLETED), THE CONTRACTOR CAN REQUEST PB COUNTY TO SCHEDULE THE SIGNAL

ACTIVATION. CONTRACTOR OR CEI SHALL REQUEST ACTIVATION TWO WEEKS IN ADVANCE.

5. WITH NEW TRAFFIC SIGNAL INSTALLATION AND PRIOR TO ACTIVATION: VARIABLE MESSAGE SIGNS SHALL BE INSTALLED SEVEN (7) DAYS BEFORE AND SEVEN (7) DAYS AFTER SIGNAL ACTIVATION AS FOLLOWS:

PRIOR TO SIGNAL ACTIVATION

PANEL 1 - TRAFFIC SIGNAL WILL BE PANEL 2- ACTIVE ON DATE (IE THURS JUNE 25)

AFTER SIGNAL ACTIVATION

PANEL 1 - TRAFFIC SIGNAL PANEL 2- NOW ACTIVE

6. WITH NEW TRAFFIC SIGNAL INSTALLATIONS, A PRE-INSPECTION MEETING BY PBC TRAFFIC OPERATIONS MUST BE SCHEDULED BEFORE AN ACTIVATION DATE IS SCHEDULED. REQUEST INSPECTIONS A MINIMUM

OF TWO WEEKS ADVANCE NOTIFICATION THROUGH ENG-TRAFF-INSPECTION@PBC.GOV.

PAY ITEM NOTES:

635-2-11 TYPICAL SIGNAL PULL BOXES SHALL BE 17” X 30” X12” IN DIMENSION. LIDS TO BE MARKED “PBC TRAFFIC”. LIDS AND PULL BOXES SHALL BE HEAVY DUTY TIER 22 OR HIGHER. THIS ITEM INCLUDES ADJUSTMENT TO CONDUIT AND CONCRETE APRONS TO MEET THE MINIMUM 6” BETWEEN PULL BOXES.

635-2-12 TYPICAL ITS PULL BOXES SHALL BE 17” X 30” X 24” (SMALL) OR 30” X 48” X24” (LARGE). LIDS AND PULL BOXES SHALL BE HEAVY DUTY TIER 22 OR HIGHER. LIDS TO BE MARKED “PBC TRAFFIC ITS”. THIS ITEM INCLUDES ADJUSTMENT TO CONDUIT AND CONCRETE APRONS TO MEET THE MINIMUM 6” BETWEEN PULL BOXES.

639-1-XXX METER MUST BE ON FPL’S APPROVED METER EQUIPMENT ENCLOSURE LIST AND METER CAN MUST BE MILBANK CATALOG NUMBER UAP3505-XL-TG-HSP.

646-1-12 ACORN STYLE POLE CAP

660-2-XX TYPICAL LOOP SIZE IS 46’ LONG.

649-XX-XXX AT THE DISCRETION OF THE ENGINEER OF RECORD AND WITH MUTUAL AGREEMENT OF PBC TRAFFIC ENGINEERING FINAL LOCATIONS OF THE MAST ARMS MAY BE ADJUSTED IN THE FIELD IF THERE IS

ANY CONFLICT WITH UTILITIES. SIGNAL CONTRACTOR SHALL VERIFY THE PROPOSED FOUNDATION ELEVATIONS.

641-2-12-XX CONCRETE STUB POLE SHALL BE 16’ IN LENGTH WITH THE BOTTOM OF THE BREAKER BOX MOUNTED 8’ ABOVE THE GROUND.

650-1-XX TRAFFIC SIGNAL HEADS ARE TO BE CAST ALUMINUM. LED MODULES SHALL BE INSTALLED ON ALL SIGNAL DISPLAYS, INCLUDING ARROWS. THESE MODULES SHALL INCLUDE A MANUFACTURER’S WARRANTY OF

AT LEAST FIVE YEARS. ALL SIGNAL HEADS SHALL HAVE TUNNEL VISORS AND BACK PLATES.

665-1-XX ALL PEDESTRIAN PUSH BUTTONS SHALL BE ADA COMPLIANT. PBC PREFERS THE POLARA ENGINEERING INC BDL3 BULLDOG III SERIES PUSH BUTTON (APL 665-003-011) WITH COUNTY LOGO. CONTACT

MANUFACTURER FOR THE CUSTOM ETCHED LOGO AND REFER TO BDL3-B-CE. COSTS OF PEDESTRIAN SIGN SHALL BE INCLUDED IN UNIT PRICE FOR PEDESTRIAN DETECTORS.

700-5-XX ILLUMINATED STREET NAME SIGNS SHALL BE DOUBLE SIDED AND FREE SWINGING MOUNTED EXCEPT WHERE NOTED. CONTRACTOR SHALL INSTALL ONE PHOTOCELL PER INTERNALLY ILLUMINATED STREET

NAME SIGN. PER THE FDOT PAY ITEM DETAIL, ALL MOUNTING HARDWARE IS INCLUDED IN THE SIGN PAY ITEM. PER MUTCD, USE CORRECT GREEN TRANSLUCENT FILM FOR SIGN PANEL.

715-5-XX LUMINAIRE SHALL BE AUTOBAHN SERIES ATB2 LED (ATB2- P604, R4, 263 WATT, 3000K, MVOLT 120 VOLTS OR ATB2 P601, R4, 175 WATT, 3000K, MVOLT 120V) AND EACH FIXTURE SHALL BE PROVIDED WITH

PHOTOELECTRIC CELL. A SEPARATE CIRCUIT/BREAKER SHALL BE PROVIDE IN SIGNAL DISCONNECT FOR MAST ARMS WITH LUMINAIRES, COST OF WHICH IS INCLUDED UNDER THE PAY ITEM.

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W A T E R

G A S

W A T E R

20.44 20.41

LYONS ROAD

£ SURVEY

30 31 32

278 279

L

L-7

L-7

L-4

L-4

L-4R

L-3

L-3

L-3

L-8

L-8

L-8R

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

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3:27:16 PM

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

SIGNALIZATION PLAN

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025

N

1" = 30'

5 5 2 22R

P8

P8

P4

P4

P6

P2

17"X30"X12" (TYP.)

PULL BOX

EXIST R/W LINE

PROPOSED R/W LINE

EXIST R/W LINE

LYONS RD

LYONS RD

EXIST SIGNAL TO REMAIN

EXIST SIGNAL TO REMAIN

EXIST SIGNAL TO REMAIN

EXIST SIGNAL TO REMAIN

EXIST CONTROLLER CABINET TO REMAIN

88R

6 1

6 6

6R

8P6

4 RUNS @ 10 LF

646-1-12

665-1-11

2 EA

1 EA

1 EA

4 RUNS @ 10 LF

646-1-12 1 EA

665-1-11 1 EA

7 RUNS @ 155 LF

7 RUNS @ 150 LF

1 EA665-1-11

646-1-12 1 EA

4 RUNS @ 5 LF

EL 21.131

STA. 31+32.82, 81.33'

POLE LOCATION=

EL 20.912

STA. 31+47.82, 81.33'

POLE LOCATION=

4 RUNS @ 10 LF

3 EA

1 EA

4 RUNS @ 35 LF

4 EA

1 EA

STA 31+40.41; 75.26' (LT)

P4 PED SIGNAL

P8 PED SIGNAL

STA 278+93.67; 70.23' (LT)

STA 278+82.57; 62.14' (LT)

P6 PED SIGNAL

646-1-12

665-1-11 1 EA

1 EA

4 RUNS @ 15 LF

REMOVAL ITEMS:

632-7-6

1 PI

1 PI

660-4-60 8 EA

649-26-5 2 EA

646-1-60 4 EA

A

A

B

B

C

CROWN EL. 20.80

CROWN EL. 20.65

STA 31+27.42; 83.84' (LT)

P8 PED SIGNAL

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

£ SURVEY LYONS ROAD £ SURVEY LYONS ROAD

20.81

P2

6 EA660-1-106B

660-1-106B 5 EA

5 EA660-1-109

3 EA

5 EA660-1-106B

1 EA

2 RUN @ 150 LF

2 RUN @ 24 LF

6' X 46' TYPE F LOOP (TYP)

630-2-11-2A

630-2-11-2A

635-2-12-A

635-2-12-A

635-2-12-A

635-2-12-A

635-2-12-A

630-2-11-2A

630-2-11-2A

630-2-11-2A

630-2-12-2-2

630-2-12-2-7

630-2-12-2-7

630-2-11-2A

5 EA660-2-106B

6 EA660-1-109

5 EA660-1-109

5 EA660-1-109

630-2-12-2-2

1 EA649-2-20-50

1 EA649-2-16-45

650-1-60 5 EA

653-1-60 4 EA

632-7-1-7

1 PI632-7-1-7A

(ORB 1585)

21' R/W

649-22-6

7 RUNS @ 5 LF630-2-11-2A

4' TYP.

TO REMAIN

EXIST SIGNAL

L-24 CANAL

L.W.D.D.

85.52' ROW

L.W.D.D. L-24 CANAL

98.52' ROW

L

C

A N

A L

L .W .D .D

N. LINE OF TRACT LINE

EXIST R/W

EXIST R/W LINE

N. LINE OF TRACT LINE

L-24 CANAL

L.W.D.D.

98.52' ROW

TS 46015

1"=30'

630-2-12-2-4

4 RUNS @ 35 LF

2 RUN @ 60 LF

630-2-12-2-2

635-2-12-A 2 EA

635-2-12-A1 EA

1 AS

635-2-12-A

639-2-1-3 120 LF

630-2-14-1

120 LF

1 EA

EXIST CONCRETE POLE TO REMOVE

641-2-12-16 1 EA

639-1-121

1 EA641-2-80

ELECTRIC POWER SERVICE POLE 120' EAST FROM THE TRAFFIC CONTROLLER

1" CONDUIT ELECTRIC POWER SERVICE WIRE TO POLE

16' TYPE P-II POLE WITH

8 LF649-2-20-50-AD

649-22-21-HD

IN 1 OF 2 PVC CONDUITS

2-2" PVC W/48 FSM FOC

PROPOSED PBC-TRAFFIC ITS

(CONNCET TO LARGE PULL BOX)

IN 1 OF 2 PVC CONDUITS

2-2" PVC W/48 FSM FOC

PROPOSED PBC-TRAFFIC ITS

IN 1 OF 2 PVC CONDUITS

2-2" PVC W/48 FSM FOC

PROPOSED PBC-TRAFFIC ITS

IN 1 OF 2 PVC CONDUITS

2-2" PVC W/48 FSM FOC

PROPOSED PBC-TRAFFIC ITS

E=921462.90

N=798368.45

(BOYNTON BEACH BLVD.)

£ SURVEY LYONS ROAD

STA. 279+31.45, 3.57' LT

£ SURVEY LYONS ROAD =

STA.30+00.00,

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

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3:27:17 PM

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

SIGNALIZATION PLAN

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025

SIGNAL HEADS PEDESTRIAN SIGNAL HEADS SIGN DETAILS

CONTROLLER NOTES:

BOYNTON BEACH BLVD - 45 MPH

LYONS RD - 45 MPH

SPEED LIMITS:3.

RED MOVEMENTS - ALL OTHERS

YELLOW MOVEMENTS - 2, 2R, 6, 6R

FLASHING OPERATIONS: 2.

EXISTING SIGNAL PHASING AND TIMINGS TO REMAIN. 1.

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

4 AS

653-1-191

P8

P6P4

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

EXISTING

P4P2

P6 P8

EXISTING

5-SECT., 1-WAY

G G

Y

R

Y

EXISTING

3-SECT., 1-WAY

G

Y

R

EXISTING

3-SECT., 1-WAY

G

Y

R

3-SECT., 1-WAY

2 AS

R

Y

G

650-1-13

3-SECT., 1-WAY

2 AS

R

Y

G

650-1-13

5-SECT., 1-WAY

1 AS

GG

Y

R

Y

650-1-15

252 8 2R

6 6R 6 8

1 3

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

LYONS ROAD

TO CROSS

PUSH BUTTON

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

BOYNTON BEACH BLVD

TO CROSS

PUSH BUTTON

A B

C

2'-0"

"0-'6

700-5-21 1 EA

SOP

TF1, TF5

(1+5)

TF1, TF6

(1+6)

02A

TF2, TF5

(2+5)

02B

TF2, TF6

(2+6)

TF3, TF7

(3+7)

TF8, TF3

(8+3)

05A

TF4, TF7

(4+7)

05B

TF4, TF8

(4+8)

8R

4R

8R

4R

P6

P2

P6

P2

2R

6R

2R

6R

P8

P4

P8

P4

2 EA

9"X30"

FTP-68B-06

2 EA

9"X30"

FTP-68B-06

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

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P.O. BOX 21229, WEST PALM BEACH, FLORIDA

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

SIGNALIZATION PLAN

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025 MAST ARM TABULATION

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA SIGN DATA

LUMINAIRE DATA

NO.

ID

NO.

SHEET

BY STA.

LOCATION

ELEVATION

FOUND.

TOP OF

NO.

ARM

RDWY

ELEV.

CROWN

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

COLOR

PAINT

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

HEGHT

MOUNTING

ANGLE

ORIENTATION

WATTAGE

LENGTH

ARM

1 T-7 31+32.82 21.13 1 20.80 V Y N 30.5 5 51.0 3 63.2 3 75.2 3 78 22.00 5.0 6 2 GALV

--- ----- 2

2 T-7 31+47.82 20.91 1 20.65 V Y N 36.9 3 50 22.00 GALV

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

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

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

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

1 `

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

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

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

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

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

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

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

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P.O. BOX 21229, WEST PALM BEACH, FLORIDA

P A

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

SIGNALIZATION PLAN

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025

6. DESIGN WIND SPEED = 170 MPH.

5. WORK WITH INDEX 649-030 AND 649-031.

4. POLE TYPE P5 AND LARGER REQUIRE A MINIMUM 5.0 FOOT DIAMETER DRILLED SHAFT.

3. ARM MOUNTING HEIGHT UB MUST BE BETWEEN 18-22 FEET.

AND THE POLE HEIGHT SHORTENED FROM UA TO UAA.

2. IF AN ENTRY APPEARS INCOLUMN UAA, A SHORTER POLE IS REQUIRED. THIS IS OBTAINED BY REMOVING LENGTH FROM THE POLE TIP

AND THE ARM LENGTH SHORTENED FROM FA TO FAA. SAA SIMILAR

1. IF AN ENTRY APPEARS IN COLUMN FAA, A SHORTER ARM IS REQUIRED. THIS IS OBTAINED BY REMOVING LENGTH FROM THE ARM TIP

NOTES:

MAST ARM DATA TABLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

NUMBERS

ID

STRUCTURE

DESTINATION

FIRST ARM SECOND ARM

(deg)

UF

(deg)

LL

POLE

ID

SHAFT

DRILLED

ID

ARM

(ft.)

FAA

ID

ARM

(ft.)

FAA

TYPE

POLE

(ft.)

UAA

(ft.)

UB

1 A78/S/H-P6/S-DS/28/5 A78/S/H P6/S 22.00 DS/28/5

2 A50/S-P3/S-DS/16/4.5 A50/S P3/S 22.00 DS/16/4.5

N-SPT #: 7

UNIT WEIGHT: 42 PCF

FRICTION ANGLE: 30

BORING: MA-1

2. POLE 1 & 2:

TIERRA SOUTH FLORIDA, INC, PBC PROJECT NO.2020110 DATED NOVEMBER 26, 2024.

1. THE FOUNDATION WERE DESIGN BASED ON THE FOLLOWING GEOTECHNICAL PARAMETERS FROM THE GEOTECHNICAL SERVICES-MAST ARMS PREPARED BY THE

FOUNDATION NOTES:

T-11

GR-4

REPORT OF CORE BORINGS

LYONS ROAD

B O

Y N

T O

N B

E A

C H B

L V

D

AB-13

MA-1

Scale: 1"=50'N

Approximate Location of SPT Boring

APPROXIMATE.

ACTUAL LOCATION AND COORDINATES ARE

USING A HANDHELD GPSMap GARMIN 78s.

BORING LOCATION WAS MARKED IN THE FIELD

GROUND SURFACE

DEPTH SHOWN ARE IN FEET FROM EXISTING

FOR DESIGN PURPOSE.

OBTAIN EQUIVALENT SAFETY HAMMER N-VALUES

N-VALUES NEED TO BE MULTIPLIED BY 1.24 TO

HAMMERS N-VALUES. HENCE, THE ABOVE

CORRELATIONS AND PROGRAMS USE SAFETY

USING AUTOMATIC HAMMERS. GENERALLY DESIGN

SPT N-VALUES SHOWN ABOVE WERE OBTAINED

2.

3.

4.

NOTES

VARY BETWEEN OR AWAY FROM BORING LOCATIONS.

STRATA BOUNDARIES ARE APPROXIMATE AND MAY1.

LEGEND

Topsoil

Asphalt /

Sand

Indicate SPT Value (12" Penetration-140 lb Hammer)N

Encountered Groundwater Table

Unified Soil Classification System (ASTM D 2488)(SP) N

Longitude

Latitude

Rig

Hammer

Driller

Date

Bore #

-80.188873

26.528187

CME-45

Auto

Y. PINO

11/8/2024

MA-1

TOPSOIL

BROWN SAND TRACE LIMEROCK (SP)

BROWN SAND WITH SHELL (SP)

BROWN SAND TRACE SHELL (SP)

LIGHT BROWN TO BROWN SAND (SP)

DARK BROWN SAND (SP)

LIGHT BROWN TO BROWN SAND (SP)

at Depth of 30ft

Boring Terminated

D E

P T

H

F E

E T

D E

P T

H

F E

E T

12 - 24

10 - 30

GREATER THAN 50

LESS THAN 4

30 - 50

4 - 10

DENSE

LOOSE

MEDIUM

VERY DENSE

VERY LOOSE

30.0 inchesAVG. HAMMER DROP

140.0 poundsHAMMER WEIGHT

2 - 4

15 - 30

GREATER THAN 30

4 - 8 8 - 15

LESS THAN 2

SOFT

HARD

FIRM

STIFF

VERY STIFF

CONSISTENCY

VERY SOFT

1.375 inches

2.0 inchesSPOON OUTSIDE DIA.

SPOON INSIDE DIA.

STANDARD PENETRATION TEST DATA

DENSITY

RELATIVE

SPT DENSITY CHART / GRANULAR MATERIALS

GREATER THAN 40

LESS THAN 3

24 - 40

3 - 8 8 - 24

SPT CONSISTENCY CHART (SILTS AND CLAYS)

1 - 3

GREATER THAN 24

3 - 6 6 - 12

LESS THAN 1

(BLOW/FOOT)

SPT N-VALUE

SAFETY HAMMER

(BLOW/FOOT)

SPT N-VALUE

AUTOMATIC HAMMER

(BLOW/FOOT)

SPT N-VALUE

SAFETY HAMMER

(BLOW/FOOT)

SPT N-VALUE

AUTOMATIC HAMMER

TO EXCAVATE AND STABILIZE EXCAVATIONS.

EQUIPMENT AND/OR PROCEDURES MAY BE REQUIRED

CAVING SOILS SHOULD BE EXPECTED. SPECIAL

LIMESTONE THAT COULD OFFER HIGH RESISTANCE.

SOMETIMES MIXED WITH CEMENTED SAND AND

THE SAND STRATA ENCOUNTERED IN THIS AREA IS

SLURRY INSIDE THE DRILLED HOLES.

CONDITIONS TO RETAIN BENTONITE/POLYMER

SANDY SOILS, AND DIFFICULT/IMPOSSIBLE

SHALL ANTICIPATE POTENTIAL CAVE-IN OF THE

DEPTHS BELOW THE GROUND. THE CONTRACTOR

SOIL CONDITIONS MAY OCCUR AT VARYING

THESE LAYERS. THE PRESENCE OF DIFFICULT

COMPACTED FILL, OR ANY COMBINATION OF

PRESENCE OF LOOSE TO VERY LOOSE SAND, OR

DRILLED SHAFT INSTALLATION DUE TO THE

THE CONTRACTOR SHALL ANTICIPATE DIFFICULT5.

6.

ENVIRONMENTAL CLASSIFICATION

SUPERSTRUCTURE:

SUBSTRUCTURE:

SLIGHTLY AGGRESSIVE

SLIGHTLY AGGRESSIVE

JO

NTS 7111-23-253

11/26/2024

PALM BEACH COUNTY, FLORIDA

ST

TIERRA SOUTH FLORIDA

2765 VISTA PARKWAY, STE-10

WEST PALM BEACH, FL 33411

/2

/2

J

T ie r r a D o c u m e n ts

\P r o je c ts

\T S

F

\7

.L y o n s R o a d a n d B o y n to n B e a c h B o u le v a r d I n te r s e c ti o n I m p r o v e m e n ts

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\G e o te c h n ic a l\ s P la n s P r o f il e s .d g n

:1

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P

M jo li v a

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

ENGINEER OF RECORDS PROJECT NUMBER:SCALE:

SHEET NO.

INTERSECTION IMPROVEMENTS

LYONS RD AND BOYNTON BEACH BLVD

54873

FLORIDA LICENSE NO.:

RAMAKUMAR VEDULA, P.E.

RV

T-12 T-13

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

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G N

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A

C

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

11/7/2025Shuvo

F

P r o j e c t s P r o p e l-

E n g

(H

L y o n s

B o y n t o n

B c h s ig n a ls

G S

W K

S G .d g

3:27:18 PM

P.O. BOX 21229, WEST PALM BEACH, FLORIDA

P A

L M

BE

ACH

Y T

N U

OC

F L

ORID

A

Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 92997

DILNAHAR H SHUVO

2020110

PROJECT NO.

T-13

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

SIGNALIZATION PLAN

N.T.S.SCALE:

APPROVED:DS

DRAWN: IA

CHECKED: DS

DATE:11/7/2025

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

GUIDE SIGN WORKSHEET

5'-12" 0.5"

1'-12" 1.5"

White White

Green

C 1

21.1 26.6 y o n s L

13.2

L00001

R

33.6 36.3 d L

4.8

L

1166.2

63.1

60.3

57.6

4" 4"

Panel Style: Street Name 6-3in.ssi

BORDER

R=1.5"

TH=0.5"

6'

Font: E-Modify

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

3" 3"

33.7 40.3 46.7 29.6

3 4.6 7.7 10.8 13.8

66"

2"

4"

2'

6"

2"

4"

10"

4"

8"

T-13

AKalabic Typewriter

AKalabic Textbox

DETAIL - COMMUNICATION CONDUITS,

PULL BOXES & WIRING

AKalabic Textbox

TYPICAL: TWO CONDUITS WITH PULL BOXES, ROUTE

MARKERS, WARNING TAPE, LOCATE WIRE & PULL CORD

Mohammad Khan Rectangle

Mohammad Khan Rectangle