2018503 Signalization Plans.pdf

ROADWAY PRODUCTION

T-12

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

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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

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

APPROVED BY:

DATE:

P.E. NO.: FL REGISTRATION NO 61600

SHEET DESCRIPTIONSHEET NO.

HCAEB

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STATE OF FLORIDA

COUNTY OF PALM BEACH

BOARD OF COUNTY COMMISSIONERS

DISTRICT 1

DISTRICT 6

DISTRICT 2

GREGG K. WEISS

DISTRICT 3

DISTRICT 5

DISTRICT 7

PROJECT NO. 2018503

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.

INDEX OF SIGNALIZATION PLANS

GOVERNING STANDARDS:

MARIA G. MARINO

MARIA SACHS

MAJHARUL, ALAM, PE, PMP

T-1

COVER SHEET

LYONS ROAD

DISTRICT 4

MARCI WOODWARD

SARA BAXTER

FROM L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

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SIGNALIZATION PLANS

FOR THIS PROJECT.

GOVERNING SPECIFICATIONS ARE CONTAINED IN THE CONTRACT DOCUMENTS

FOR THIS PROJECT.

AND SUPPLEMENTS AND ALL PROVISIONS THERETO NOTED IN THE CONTRACT

THE FDOT ROADWAY & TRAFFIC DEISGN STANDARDS FY 2024-25

MAYOR

JOEL G. FLORES

BOBBY POWELL JR.

VICE MAYOR

T-1 COVER SHEET

T-2 TABULATION OF QUANTITIES

T-3 - T-5 GENERAL NOTES

T-6 - T-9 SIGNALIZATION PLAN

T-10 MAST ARM TABULATION

T-11 MAST ARM DATA TABLE

T-12 GUIDESIGN WORKSHEET

3/9/2026

FINAL SUBMITTAL

This item has been digitally signed and sealed by Majharul Alam on the date adjacent to the seal.

Signature must be verified on any electronic copies.

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

SIGNALIZATION PLANS

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

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TABULATION OF QUANTITIES

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-6 T-8

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

630-2-11-2A ADDITIONAL 2" PVC (SCH 40) CONDUIT, IN OPEN TRENCH LF 40 45 85 85

630-2-12-2-4 4-2" (HDPE SDR 11) UNDER PAVEMENT CONDUIT (DIRECTIONAL BORE) LF 365 365 365

632-7-4 SIGNAL CABLE, ADJUST PI 1 1 1

632-7-6 SIGNAL CABLE, REMOVE - IN INTERSECTIONADJUST PI 1 1 1

635-2-12-A PULL BOX (17" X 30" X 12"D) HEAVY DUTY COVERS (TIER 22) EA 7 3 10 10

639-1-121 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER FURNISHED BY POWER COMPANY AS 1 1 1

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

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

641-2-80

DISPOSAL OF POLE WHEN INSTRUCTED BY ENGINEER

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

EA 2 2 2

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 1 2 3 3

646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 2 1 3 3

649-22-1L MAST ARM ASSEMBLY WITH STREET LIGHT, FURNISH AND INSTALL ON EXISTING FOUNDATION, SINGLE ARM 30' (A30/S-P1/S/L) EA 1 1 1

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

649-22-21L-HD

/L-HD)

MAST ARM ASSEMBLY WITH STREET LIGHT, FURNISH AND INSTALL ON EXISTING FOUNDATION, SINGLE ARM 78' HEAVY DUTY (A78/S-P6/S

EA 1 1 1

649-2-12-40 DRILLED SHAFT FOUNDATION ASSEMBLY, 12' DEEP AND 4.0' DIAMETER, FURNISH AND INSTALL (DS/12/4.0) EA 1 1 1

649-2-18-45 DRILLED SHAFT FOUNDATION ASSEMBLY, 18' DEEP AND 4.5' DIAMETER, FURNISH AND INSTALL (DS/18/4.5) EA 1 1 1

649-2-20-50 DRILLED SHAFT FOUNDATION ASSEMBLY, 20' DEEP AND 5.0' DIAMETER, FURNISH AND INSTALL (DS/20/5.0) EA 1 1 1

649-2-20-50-AD ADDITIONAL DEPTH FOR DRILLED SHAFT FOUNDATION ASSEMBLY, 20' DEEP AND 5.0' DIAMETER, FURNISH AND INSTALL (DS/20/5.0) LF 4 4 4

650-1-13 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 7 7 7

650-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 4 SECTION, 1 WAY AS 2 2 2

653-191 PEDESTRIAN SIGNAL - COUNT DOWN (1-WAY) ALUMINUM EA 2 2 2

653-192 PEDESTRIAN SIGNAL - COUNT DOWN (2-WAY) ALUMINUM EA 1 2 3 3

660-1-109 LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 EA 12 9 21 21

660-2-106-B LOOP ASSEMBLY ( TYPE F - 46' ) EA 12 9 21 21

665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 2 2 4 4

690-80 REMOVE SPAN WIRE ASSEMBLY PI 1 1 1

700-5-22 INTERNALLY ILLUMINATED SIGN (8') FLUORESCENT EA 3 3 3

715-11-211-L2 FURNISH AND INSTALL 263 WATT COBRAHEAD LED LUMINAIRE EA 3 3 3

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

SIGNALIZATION PLANS

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

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GENERAL NOTES

SIGNALIZATION GENERAL NOTES:

PRIOR TO CONSTRUCTION:

1. CONTRACTOR SHOULD REVIEW AND ADHERE TO THE PALM BEACH COUNTY TRAFFIC SIGNAL INSTALLATION STANDARDS AND DETAILS 2024 (OR LATEST REVISED EDITION) AND THE FDOT ROADWAY DESIGN STANDARDS 2024-2025 (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:

I. NON-STRUCTURAL SUBMITTALS

ALL GUIDE SIGN LEGENDS (IF DIFFERENT FROM DETAILED)

CONTROLLER CABINET AND ASSEMBLY

VIDEO DETECTION SYSTEM.

II. STRUCTURAL SUBMITTALS

SIGN STRUCTURES, INCLUDING CANTILEVER TRUSSES AND FOUNDATIONS

MAST ARM, POLE, AND FOUNDATIONS

MAST ARM POLES WITH LUMINAIRE ATTACHMENTS SHALL BE PROVIDE 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@PBCGOV.ORG ALLOW 30 DAYS TURN AROUND FOR

SUBMITTALS.

4. THE CONTRACTOR SHALL CONTACT PBC TRAFFIC OPERATIONS AT 561-233-3900 FORTY-EIGHT (48) HOURS 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 OF WAY ONLY

AFTER 48 HOUR NOTICE TO THE MAINTAINING AGENCY. CONTROL DEVICES SHALL THEN BE REMOVED BY OTHERS FOR DELIVERY TO THE NOTIFIED AGENCY.

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.

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THE MAST ARM LOCATIONS ARE CLEAR OF ANY UNDERGROUND CONFLICTS PRIOR TO ORDERING THE MAST ARMS.

10. TEMPORARY DETECTION REQUIRED IF THE EXISTING VEHICLE DETECTION WILL BE IMPACTED AND OUT OF SERVICE FOR MORE THAN 30 DAYS AND IF PEDESTRIAN DETECTION OUT OF SERVICE FOR MORE THAN 3 DAYS WHILE LOCATION IS

UNDER CONSTRUCTION.

11. ALL PUBLIC LAND CORNERS 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.

12. ALL SURVEY BENCHMARK 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.

13. 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.

14. 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.

15. 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).

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

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

18. 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.

19. 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.

DURING CONSTRUCTION:

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

21. 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.

22. CONTRACTOR IS RESPONSIBLE FOR THE PROPER BOLT PROJECTION 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.

23. 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).

24. FOR MAST ARM SIGNAL INSTALLATIONS, THE CONTRACTOR SHALL INSTALL WIRE MESH SUPPORT GRIPS FOR STRAIN RELIEF. ALL SIGNAL CABLE MUST BE HELD BY A STRAIN RELIEF (LE GRAND BCO750FSS) 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.

25. 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.

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

SIGNALIZATION PLANS

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

T-4

GENERAL NOTES

26. 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.

27. 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.

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

29. 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.

30. 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 OR RETENTION AREA/POND. ALL PULL BOXES SHALL HAVE A 1’ WIDE (MIN.) X 6” DEEP CONTINUOUS

CONCRETE APRON SLOPED AWAY FROM BOX (TYPICALLY 1%)

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

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

33. 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.

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

35. 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.

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

37. 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.

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

39. 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.

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

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

42. THE CONTRACTOR SHALL BUILD NEW ELECTRICAL POWER SERVICE AND DISCONNECT ON MONUMENT WITH A MINIMUM HEIGHT OF EIGHT (8) FEET.

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

44. 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 AND FINAL ACCEPTANCE.

45. THE CONTRACTOR SHALL COORDINATE WORK SCHEDULE, COORDINATE TIMING AND AUTHORIZATION OF POWER SERVICE WITH PALM BEACH COUNTY TRAFFIC ENGINEERING. CONTACT TIMING ENGINEER (561-684-4030) 2 WEEKS IN ADVANCE

OF CONSTRUCTION AND TO COORDINATE TIMING CHANGES PRIOR TO LOOP DAMAGE. CONTACT PBC TRAFFIC OPERATIONS (561-233-3900) TO COORDINATE REPLACING THE OLD SCHOOL FLASHERS AND RETIMING THE NEW SCHOOL FLASHERS.

46. ANY SIGNAL MODIFICATION NECESSARY IN ORDER TO CARRY OUT PROJECT CONSTRUCTION SHALL BE SUBMITTED TO PBC TRAFFIC ENGINEERING DIVISION FOR APPROVAL. 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.

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

48. THE CONTRACTOR SHALL INSTALL BARRICADES TO CLOSE SIDEWALK RAMP ON THE SW CORNER AT THE TEMPORARY SIGNAL ONCE CONSTRUCTION BEGINS. NOTIFY PBC TRAFFIC OPERATIONS AT 561-233-3900 TO PICK UP EXISTING

BARRICADES.

INSPECTION AND ACTIVATION:

49. 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 IF YOUR PROJECT IS PART OF PBC

ROADWAY PROJECT, THEN COPY IN CONSTRUCTION COORDINATOR/ROAD INSPECTOR.

50. 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.

51. 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.

52. 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.

53. 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

NOTES ADDED JANUARY 2021

54. DURING CONSTRUCTION OF NEW SIGNAL EQUIPMENT AT EXISTING SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL COORDINATE THEIR ACTIVITIES TO ENSURE THAT FUNCTIONING TRAFFIC SIGNALS REMAIN VISIBLE TO MOTORISTS.

55. SPAN WIRE SIGNALS ONLY – DISCONNECTS FOR SIGNAL HEADS ON SPAN WIRE SIGNALS SHALL BE MODEL # 1150-18-T APL 659-004-007 WITH TRI STUD SPAN WIRE CLAMP ADAPTER MODEL # 1156-T APL 659-016-002. BOTH ARE

MANUFACTURED BY ENGINEERING CASTINGS AND SUPPLIED BY PELCO PRODUCTS. ALL EQUIPMENT TO BE APPROVED BY PBC TRAFFIC PRIOR TO ORDERING VIA THE SHOP DRAWINGS.

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

F

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

E n g

(H

L y o n s

R d s ig n a ls

G N

N T

S G .d g

1:19:45 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# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

T-5

GENERAL NOTES

PAY ITEM NOTES:

635-2-12 A TYPICAL SIGNAL PULL BOXES SHALL BE 17” X 30” X12” IN DIMENSION AND HEAVY DUTY TIER 22 OR HIGHER. LIDS TO BE MARKED “PBC TRAFFIC”

635-2-12 D TYPICAL ITS PULL BOXES SHALL BE 17” X 30” X 24” (SMALL) OR 30” X 48” X24” (LARGE) AND HEAVY DUTY TIER 22 OR HIGHER. LIDS TO BE MARKED “PBC TRAFFIC ITS”.

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.

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.

THE MAXIMUM POWER RATING SHALL BE 10 WATTS FOR RED BALLS, 14 WATTS FOR GREEN BALLS, AND 7 WATTS FOR THE ARROWS. ALL SIGNAL HEADS SHALL HAVE TUNNEL VISORS AND BACK PLATES.

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

665-1-XX ALL PEDESTRIAN PUSH BUTTONS SHALL BE ADA COMPLIANT. PBC PREFERS THE POLARA ENGINEERING INC BDL3 BULLDOGS III SERIES PUSH BUTTONS (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.

670-1-110 TRAFFFIC CONTROLLER ASEMBLE IS TYPE 6 W/ ATC CONTROLLER NEMA.

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.

715-11-XXX LUMINAIRE SHALL BE AUTOBAHN SERIES ATB2 LED (ATB2- P604, R4, 263 WATT, 3000K, MVOLT=120 VOLTS) 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.

L-5

L-2

L-2

L-6

L-6

L-1

L

L

L-6

127 128 129 130 131527 528 529 530

ROADWAY PRODUCTION

U

U

S A

N

W A T E R

W A T E R

G A S

U

U

T-12

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

F

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

E n g

(H

L y o n s

R d s ig n a ls P

L A

N S

G .d g

1:19:47 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# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

SIGNALIZATION PLANS

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

LYONS ROAD

1 EA

EXISTING CABINET TO REMAIN

EXISTING MAST ARM TO REMAIN

EXISTING MAST ARM TO REMAIN

EXISTING MAST ARM TO REMAIN

EXISTING MAST ARM TO REMAIN

REMOVAL ITEMS

1 PI

2 EA

4 RUNS @ 5 LF

4 RUNS @ 125 LF

G O

L D

E N

C

R E

S

D R

¡ CONST LYONS ROAD

£ SURVEY LYONS ROAD

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

STA 128+40.02; 62.48' (RT)

P6/P8 PED SIGNAL

A P

P A

L A

C H I A

N

R I D

G E

R

D

N

10 40

Feet

646-1-60

EXIST R/W LINE

632-7-4

646-1-11

6' X 46' TYPE F LOOP (TYP)

630-2-12-2-4

630-2-11-2A

635-2-12-A

2 EA665-1-11

660-1-109

660-2-106-B

4 EA

4 EA

630-2-12-2-4

4 RUNS @ 135 LF

630-2-12-2-4

4 RUNS @ 105 LF

1 EA

4 RUNS @ 15 LF630-2-11-2A

635-2-12-A

660-1-109

660-2-106-B

2 EA

4 RUNS @ 10 LF630-2-11-2A

635-2-12-A

660-1-109

660-2-106-B

4 EA

4 EA

4 RUNS @ 10 LF 630-2-11-2A

635-2-12-A

660-1-109

660-2-106-B

2 EA

PROPERTY LINE

PROPERTY LINE

10' UTILITY EASEMENT

10' UTILITY EASEMENT

10' UTILITY EASEMENT

10' UTILITY EASEMENT

EASEMENT

5' LIMITED ACCESS

EASEMENT

5' LIMITED ACCESS

PROPERTY LINE

PROPERTY LINE

EASEMENT LINE

EASEMENT LINE

A

B

P8

P6

P6

P4

P4

P2P2

P8

TS 50077

T-6

1F

5F

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

F

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

E n g

(H

L y o n s

R d s ig n a ls P

L A

N S

G .d g

1:19:48 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# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

SIGNALIZATION PLANS

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

SIGNAL HEAD DETAILS PEDESTRIAN SIGNAL HEAD DETAILS SIGN DETAILS

8 EXISTING

3-SECT., 1-WAY

G

Y

R

4-SECT., 1-WAY

2 AS

R

G

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

6 EXISTING

P2 P4

P6 P8 P6 P82

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

APPALACHIAN RIDGE RD

TO CROSS

PUSH BUTTON

A B

1 EA

R10-31

1 EA

R10-31

POSTED SPEED: 25 MPH

APPALACHIAN RIDGE ROAD:

DESIGN SPEED: 45 MPH

POSTED SPEED: 45 MPH

LYONS ROAD:

3. SPEED LIMIT

RED ------ 4 AND 8

YELLOW --- 2 AND 6

2 FLASHING OPERATIONS:

1. EXISTING SIGNAL PHASING AND TIMINGS TO REMAIN

CONTROLLER NOTES:

SPECIAL S.O.P.

or

P2

P6 P4

P8

1F

1F

5F

5F

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

1 EA

653-192

T-7

1F 5F

FY

SY

P6

P2

5F,FY

1F,FY

(2+5F)

PHASE 2B

(2+6)

PHASE 3

(4+8)

PHASE 4

(1F+6)

PHASE 2A

(1F+5F)

PHASE 1

LOOP DETECTOR CONNECTION

UNIT NO.

DETECTOR

DETECTOR OPERATION

LOOP

CONNECTED TO

1 DELAY/NORMAL L1

2 NORMAL L2

3 NORMAL L4

4 DELAY/NORMAL L5

5 NORMAL L6

6 NORMAL L8

L-5

L-1

L-6

L-6

L

L-6R

R

266 267 268266 267 268

T-12

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

F

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

E n g

(H

L y o n s

R d s ig n a ls P

L A

N S

G .d g

1:19:50 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# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

SIGNALIZATION PLANS

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

LYONS ROAD

A B

R U

Z Z

O

A V

E

S E

N A

T O

R

J

O E

P6

P6

P4

P8

P8

P4

6'X46' TYPE F LOOP (TYP.)

17"X30"X12" (TYP.)

PULL BOX

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

5F

6R

CROWN EL. 19.25

CROWN EL. 19.54

¡ CONST LYONS ROAD

EL 19.21 2

EL 19.15 3

A A

A A

B

B

4 RUNS @ 20 LF

1 EA

1 EA

6 RUNS @ 10 LF

1 EA

1 EA

4 EA

4 EA

STA. 266+51.16, 60' RT

P8/P6 PED SIGNAL

STA. 267+33.76, 60' RT

P4/P6 PED SIGNAL

3 RUNS @ 10 LF

646-1-11 1 EA

1 EA665-1-11

3 RUNS @ 5 LF

646-1-11 1 EA

1 EA665-1-11

N

Feet

0 5

D

C E

E

F

R C

P

42" RCP

1F

630-2-11-2A

635-2-12-A

STA. 267+32.31, 72.36' RT

POLE LOCATION =

660-1-109

660-2-106-B

42" RCP42" RCP

10' UTILITY EASEMENT

5' LIMITED ACCESS EASEMENT

5' LIMITED ACCESS EASEMENT

10' UTILITY EASEMENT

INGRESS/EGRESS EASEMENT

EL 19.47

INGRESS/EGRESS EASEMENT

630-2-11-2A

630-2-11-2A

STA. 263+67.30, 52' LT

FPL ELECTRIC POWER SERVICE

630-2-11-2A

649-22-6L

1 EA649-2-18-45

635-2-12-A

6 RUNS @ 5 LF

1 EA

1 EA

630-2-11-2A

649-22-1L

1 EA649-2-12-40

635-2-12-A

3 EA

3 EA

660-1-109

660-2-106-B

1 EA

1 EA649-2-20-50

1 EA715-11-211-L2

1 EA715-11-211-L2

1 EA715-11-211-L2

STA. 267+30.60, 52.00' LT

P4 PED SIGNAL

STA. 266+40.44, 52.53' LT

POLE LOCATION =

STA. 267+23.75, 52.58' LT

POLE LOCATION =

D

C

C

4' TYP.

EL 18.35 (±)1

RELOCATE 16" DIP WM

TS 46160

641-2-12-16 1 EA

1 EA639-3-11

1 AS639-1-121

STA. 266+57.47, 50.71' LT

P8 PED SIGNAL

630-2-12-2-7

7 RUNS @ 115 LF

630-2-12-2-7

7 RUNS @ 100 LF

2 RUNS @ 115 LF

630-2-12-2-2

2-2" PVC CONDUITS

PBC- TRAFFIC ITS

2-2" PVC CONDUITS

PBC- TRAFFIC ITS

2-2" PVC CONDUITS

CONNECT PROPOSED PBC-TRAFFIC ITS

LARGE PULLBOX (30"X48"X24"-D)

PBC- TRAFFIC ITS

2-2" PVC CONDUITS

CONNECT PROPOSED PBC-TRAFFIC ITS

SMALL PULLBOX (17"X30"X24"-D)

PBC- TRAFFIC ITS

LARGE PULLBOX AND SMALL PULL BOX

TO CONNECT TO PROPOSED

2-2" PVC CONDUITS

PBC- TRAFFIC ITS

2-2" PVC CONDUITS

CONNECT PROPOSED PBC-TRAFFIC ITS

SMALL PULLBOX (17"X30"X24"-D)

PBC- TRAFFIC ITS

PBC- TRAFFIC ITS

350 LF

633-2-31

633-1-121

1 EA

633-3-12 1 EA

630-2-11-2A

7 RUNS @ 65 LF

T-8

649-22-21L-HD

BUILT IN TEMPORARY SIGNAL CONSTRUCTION�

� ITS PAYITEM & QUANTITY INCLUDED IN ROADWAY PLANS

2 EA

2 EA

660-1-109

660-2-106-B

STA. 266+26.50, 53.33' LT

TRAFFIC CONTROLLER

649-2-20-50-AD 4 LF

1 EA641-2-80

641-2-80

1 EA

TO REMOVE

EXIST STRAIN POLE

TO REMOVE

EXIST STRAIN POLE

646-1-60 1 EATO REMOVE

EXIST PED POLE

1 PI632-7-6

1 PI690-80

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

F

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

E n g

(H

L y o n s

R d s ig n a ls P

L A

N S

G .d g

1:19:50 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# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

SIGNALIZATION PLANS

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

SIGNAL HEAD DETAILS PEDESTRIAN SIGNAL HEAD DETAILS SIGN DETAILS

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

A

4 EA

R10-31

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

2 EA

653-191

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

2 EA

653-192

P8P4 P6P6

2 4

POSTED SPEED: 30 MPH

SENATOR JOE ABRUZZO AVENUE:

DESIGN SPEED: 45 MPH

POSTED SPEED: 45 MPH

LYONS ROAD:

3. SPEED LIMIT

RED ------ 4

YELLOW --- 2 AND 6

2 FLASHING OPERATIONS:

1. EXISTING SIGNAL PHASING AND TIMINGS TO REMAIN

CONTROLLER NOTES:

B

2 EA

R10-31

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

C D

2 EA

R10-15 R

2 EA

FTP-85-13

F

E

2'-0"

2'-0"

"0-'8

S.O.P.

4-SECT., 1-WAY

1 AS

650-1-14

6R

3-SECT., 1-WAY

7 AS

R

Y

G

650-1-13

P8P4 Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

ABRUZZO AVE

SENATOR JOE

TO CROSS

PUSH BUTTON

700-5-22

700-5-22 1 EA

2 EA

D3-1B

D3-1A

VEHICLES

TO

TURNING

STOP

1F

8'-0"

R

G

4R

TS 46160

4-SECT., 1-WAY

1 AS

650-1-14

5F

R

G

T-9

SY

FY FY

SY

or

P6 P4

P8

1F

1F

5F

5F

P6

P2

5F,FY

1F,FY

(2+5F)

PHASE 2B

(2+6)

PHASE 3

(4+8)

PHASE 4

(1F+5F)

PHASE 1

(1F+6)

PHASE 2A

MOVEMENT NUMBER

1 2 4 5 6

GREEN 7 10 12 7 10

YELLOW CLEARANCE (SEC) 5 5 4 5 5

RED CLEARANCE (SEC) 3 3 3 3 3

PEDESTRIAN WALK (SEC) 7 7 7

PEDESTRIAN CLEARANCE (SEC) 32.8 37 24.2

LOOP DETECTOR CONNECTION

UNIT NO.

DETECTOR

DETECTOR OPERATION

TO LOOP

CONNECTED

1 DELAY/NORMAL L1

2 NORMAL L2

3 NORMAL L4

4 DELAY/NORMAL L5

5 NORMAL L6

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

F

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

E n g

(H

L y o n s

R d s ig n a ls

M S

S G

S G .d g

1:19:51 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# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

T-10

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-8 266+40.44 18.35 1 19.54 V Y N 16.2 3 25.8 3 38.9 4 50 22.00 6.0 2 8 44.8 2.5 3 40 45 CCW 263W LED 10 GALV

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

2 T-8 267+23.75 19.21 1 19.25 V Y N 11.3 3 21.3 3 30 20.00 5.0 2 8 16.3 2.5 2.5 40 90 CCW 263W LED 10 GALV

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

3 T-8 267+32.31 19.15 1 19.47 V Y N 30.2 3 46.6 3 57.2 3 67.2 4 78 21.00 5.0 2 8 22.8 2.5 2.5 62.2 2.5 3 40 45 CCW 263W LED 10 GALV

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

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

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

1 `

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

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

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

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

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

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

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

F

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

E n g

(H

L y o n s

R d s ig n a ls P

L D

T S

G .d g

1:19:51 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# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

N.T.S.SCALE:

APPROVED:MA

DRAWN: DS

CHECKED: IA

DATE:3/9/2026

T-11

MAST ARM DATA TABLE

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 IN COLUMN 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:

N-SPT #: 10

UNIT WEIGHT: 42.5 PCF

FRICTION ANGLE: 30

BORING: MA-2

POLE 3:

N-SPT #: 20

UNIT WEIGHT: 54.9 PCF

FRICTION ANGLE: 33

BORING: MA-3

POLE 2:

N-SPT #: 10

UNIT WEIGHT: 42.7 PCF

FRICTION ANGLE: 31

BORING: MA-1

2. POLE 1:

GCME, INC, PBC PROJECT NO.2018503 DATED JULY 8, 2021.

1. THE FOUNDATION WERE DESIGN BASED ON THE FOLLOWING GEOTECHNICAL PARAMETERS FROM THE GEOTECHNICAL REPORT PREPARED BY THE

FOUNDATION NOTES:

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 A50/S-P3/S-DS/18/4.5 A50/S 45.00 P3/S/L 22.00 SD/18/4.5

2 A30/S-P1/S/L-DS/12/4 A30/S 90.00 P1/S/L 20.00 SD/12/4

3 A78/S/H-P6/S/L-DS/24/5 A78/S 45.00 P6/S/L-HD 21.00 SD/24/5

89.1"

3.12"

4.47"

4" 2.16"

3" 3"

18.3"

4" 1.5"

2.75"

4"

18.25"

4"

Panel Style: Street Name 6-3in.ssi

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

BORDER

R=1.5"

TH=0.5"

2'2'

8'

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

T-12

T-12

L y o

38.6 52.258.5 29.7

4.7

7.7

9.4

12.5

L

11.8

R

45.849.8

D L

1 0

81.8

2 0

87.6

90.6

L

12.9 n s L

Green

White

2'

8'

White

1.5"

0.5"

1D3-1A none

D3-1B 2

8'

2'

White

Green

0.5"

1.5"

White none

7.5

L

49.6 e

46.9 v

44.2

A

L

89.187.1 oz

77.2 z

70.9 u

66.6 rbAe

42.329.224.222.616.39.93.1

S e n . J o

TH=0.5"

R=1.5"

BORDER

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

Panel Style: Street Name 6-3in.ssi

8'

90"

5.1

80.2 84.7

10" 10"

45.6 36 47.452.460 82

3.45" 3.45"

PROPEL ENGINEERING, INC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026Shuvo

F

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

E n g

(H

L y o n s

R d s ig n a ls

G S

W K

S G .d g n

1:19:52 PM

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.

GUIDESIGN WORKSHEET

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:09/22/23

1.5"

5.5"

1.5"