2020110 Roadway Plans.pdf

ROADWAY PRODUCTION

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BEGIN PROJECT

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

RevisionsNo.

Seal:

STA. 46+99.54

END PROJECT

GOVERNING STANDARD PLANS:

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LENGTH OF PROJECT

ROADWAY

GROSS LENGTH OF PROJECT

NET LENGTH OF PROJECT

BRIDGES

EXCEPTIONS

LINEAR FEET MILES

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N.T.S.

2020110

PROJECT NO.

MA

PROPEL ENGINEERING, LLC.

FLORIDA BUSINESS CERT. NO. 31050

APPROVED BY: MAJHARUL ALAM, P.E.

DATE:

P.E. NO.: FL REGISTRATION NO. 61600

PHONE (561) 866-5730

SHEET DESCRIPTIONSHEET NO.

NGVD 1929 DATUM ELEVATION - 1.466' = NAVD 1988 DATUM ELEVATION

PLANS WERE PREPARED BASED ON THE NAVD 1988 DATUM

STATE OF FLORIDA

COUNTY OF PALM BEACH

LOCATION MAP

N.T.S.

INDEX OF ROADWAY PLANS

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

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.

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ROADWAY PLANS

BOYNTON BEACH

11 4

7 8 9 10

14 161718

21 22

32 33

11 12

23 24

15CONVICT

L in e

R oa d

R an ge

Boynton

L -4

Ga tew ay

INTERSECTION IMPROVEMENTS

PROJECT LENGTH IS BASED ON £ OF SURVEY

CHECKED: MK

DRAWN: PBV

ARE CONTAINED IN A SEPARATE DIGITALLY SIGNED AND SEALED DOCUMENT.

INDICATE THAT THEY ARE PART OF THE ROADWAY PLANS. THESE SHEETS

* THESE SHEETS ARE INCLUDED IN THE INDEX OF ROADWAY PLANS ONLY TO

LYONS RD. AND BOYNTON BEACH BLVD

lyons rd. and boynton beach blvd.

SIGNALIZTION PLANS

SIGNING AND PAVEMENT MARKING PLANS

SPECIFIC PURPOSE/TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY)

ROADWAY PLANS

DISTRICT 7

DISTRICT 3

DISTRICT 5

DISTRICT 1

DISTRICT 6

DISTRICT 2

DISTRICT 4

MARCI WOODWARD

GREGG K. WEISS

2830.99

2830.99

2830.99

0.5361

0.5361

0.5361

MAJHARUL ALAM

P.E# 61600 KEY SHEET

and revisions will be in compliance with the F.H.W.A. regulations.

conform with the latest FDOT Standard Plans and the latest M.U.T.C.D.

project. All materials and construction within P.B.C. right-of-way shall

Governing Specifications are contained in the contract documents for this

BOBBY POWELL, Jr.

(VICE MAYOR)

SARA BAXTER

(MAYOR)

MARIA G. MARINO

JOEL G. FLORES

MARIA SACHS

11/13/2025

11/13/2025

11/13/2025

FINAL SUBMITTAL

1 KEY SHEET

2 SUMMARY OF PAY ITEMS

3-6 TYPICAL SECTION

7 TYPICAL SECTION DETAILS

8 GENERAL NOTES

9 DRAINAGE MAP

10-15 ROADWAY PLAN

16-19 ROADWAY PROFILE

20-25 DRAINAGE STRUCTURES

26 DRAINGE DETAILS

27-41 CROSS SECTIONS

42 TREE DISPOSITION CHART

43-48 TREE DISPOSITION PLAN

GR-1* SOIL SURVEY

GR-2* SOIL PROFILES

GR-3* BORING LOCATION PLAN

SUR-1 - SUR-7*

SURVEY

SKETCH OF SPECIFIC PURPOSE AND TOPOGRAPHIC

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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

11/13/2025Mohammad Khan

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025 SUMMARY OF PAY ITEMS

INCLUDES THE COST OF PIPE RAILS.ITEM 25

THIS PAY ITEM. INCLUDES COST OF CONCRETE SLABS.

THE COST OF DETECTABLE WARNING SURFACES AND ADA RAMPS ARE INCLUDED IN THE COST OF ITEM 23-24

INCLUDES THE COST OF DROP CURB, CURB PAD FOR MEDIAN AND MODIFIED TYPE F CURB AND GUTTER.ITEM 21

OF BACK FILLING REQUIRED OVER PIPES TO FINISHED GRADES AS SHOWN ON THE PLANS.

AND MATERIAL FOR “OPEN-CUT” PAVEMENT REPAIRS. THE COST OF PIPE SHALL INCLUDE THE COST

WATER CONTROL STRUCTURE(S) AS DETAILED IN THE PLANS. INCLUDES THE COST OF ALL LABOR

INCLUDES THE COST OF FABRICATION, FURNISHING AND INSTALLING ALL COMPONENTS OF STORM

AND/OR TRENCH BOXES AS REQUIRED FOR CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.

FACILITIES AND SURFACES AS REQUIRED, INCLUDING ANY/ALL SHORING, SHEETING AND BRACING

COLLARS TO JOIN NEW PIPE TO EXISTING PIPE; AND ALL REPAIR/RESTORATION OF EXISTING

ITEMS INCLUDE SAW-CUTTING AND REMOVAL OF EXISTING PIPE; CORE DRILLING OR CONCRETE ITEM 11-19

EXISTING ASPHALT AT BUTT JOINT WHICH TIES-IN EXISTING PAVEMENT.

OF EXISTING RPM'S, SAWCUTTING, REMOVAL & HAULING OF MILLED ASPHALT AND REMOVAL OF

INCLUDES BITUMINOUS MATERIAL, PRIME COAT AND TACK COAT, AS REQUIRED. INCLUDES REMOVAL ITEM 7-10

INCLUDES THE COST OF 12" THICK COMPACTION OF SUBGRADE PER FDOT STANDARDS.ITEM 6

SHAPING AS NECESSARY FOR FINAL RESTORATION.

DURING EXCAVATION AS DIRECTED BT THE ENGINEER. INCLUDES ROUGH AND FINAL GRADING AND

INCLUDES COST OF REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL THAT MAY BE ENCOUNTERED ITEM 4

OR AS DIRECTED BY THE ENGINEER.

AND TRIMMING FOR UTILITY INSTALLATION. INCLUDES ALL SAW CUTTING AS SHOWN ON THE PLANS

ARE NOT SPECIFICALLY COVERED UNDER ANOTHER SEPARATE PAY ITEM. INCLUDES TREE REMOVAL

DETOURS; CAPPING OR MODIFYING MONITORING WELLS AND ANY OTHER ITEMS TO BE REMOVED THAT

HEDGE; CURBS; SIDEWALKS; ASPHALT; BASE; CONCRETE; GUARDRAIL; TEMPORARY CONSTRUCTION

INCLUDES REMOVAL OF EXISTING; DRAINAGE STRUCTURES & PIPES; CULVERTS; SIGNS; FENCE; ITEM 3

INCLUDES TEMPORARY PAVEMENT MARKINGS & SIGNAL.

INCLUDES PEDESTRIAN MAINTENANCE OF TRAFFIC IN ACCORDANCE WITH THE SPECIFICATIONS.

SEPARATE ITEMS.INCLUDES THE PREPARATION OF TEMPORARY TRAFFIC CONTROL PLANS.

INCLUDES ALL ITEMS FOR MAINTENANCE OF TRAFFIC WHICH ARE NOT INCLUDED FOR PAYMENT UNDER ITEM 2

PAY ITEM & CONTINGENCY ITEM FOOTNOTES

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

SUMMARY OF PAY ITEMS

ROADWAY ITEMS

ITEM NO

NO.

FDOT PAY ITEM

ITEM DESCRIPTION UNITS QTY

1 0101 1 MOBILIZATION LS 1

2 0102 1 MAINTENANCE OF TRAFFIC (INCLUDING PED. MOT) LS 1

3 0110 1 1 CLEARING AND GRUBBING LS 1

4 0120 1 REGULAR EXCAVATION CY 2,086.00

5 0120 6 EMBANKMENT (COMPACTED IN PLACE) CY 494.00

6 285713 OPTIONAL BASE, BASE GROUP 13 SY 3,161

7 0327 70 1 MILL EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 15,546

8 0334 1 13

INCLUDED)

SUPERPAVE ASPHALT CONCRETE (TRAFFIC C) (1.5") (OVERBUILD

TN 1,003.00

9 0337 7 82 ASPHALT CONCRETE FRICTION COURSE (1.0") (FC-9.5) TN 1,029.00

10 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN 23.30

11 0425 1341 INLETS, CURB, TYPE P-4, <10' EA 1

12 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 6

13 0425 1361 INLETS, CURB, TYPE P-6, <10' EA 2

14 0425 2 41 MANHOLES, P-7, <10' EA 1

15 0425 5 ADJUST DRAINAGE MAHOLE EA 1

16 0425 2 43 MANHOLES, P-7, PARTIAL EA 5

17 043017 4118 HDPE (18" SD) LF 10

18 0430 17 5118 CONCRETE PIPE CULVERT (18" S/CD) LF 89

19 0443 70 3 FRENCH DRAIN, 18" (PHDPE) LF 370

20 N/A STORM SEWER PUMPING (EXIST.) (24" OR LESS) (SEE SP'S) LF 377

21 0520 1 10 CONCRETE CURB & GUTTER (TYPE F) EA 4480

22 N/A COLOR TREATED STAMPED CONCRETE SY 923

23 0522 1 CONCRETE SIDEWALK (4" THICK) SY 901

24 0522 2 CONCRETE SIDEWALK & DRIVEWAY (6" THICK) SY 101

25 0536 1 1 GUARDRAIL - ROADWAY LF 1300

26 0536 85 20 GUARDRAIL END TREATMENT - TRAILLING ANCHORAGE EA 1

27 0536 85 24 GUARDRAIL END TREATMENT - PARRALEL APPROACH TERMINAL EA 1

28 0570 1 2 SODDING SY 5123

29 0630 2 11-2A 2 - 2" PVC CONDUITS (SCH 40) (OPEN TRENCH) LF 1500

30 0630 2 12-2-2 2 - 2" PVC CONDUITS (SCH 40) (DIRECTIONAL) LF 346

31 0633 1122 FIBER OPTIC CABLE, F&I, UNDERGROUND, 13-48 FIBERS LF 300

32 0633 2-31 FIBER OPTIC CONNECTION INSTALL, SPLICE EA 1

33 633 3-12 FIBER OPTIC CONNECTION HARDWARE,INSTALL, SPLICE TRAY EA 1

34 0635 2 14 PULL BOX (SMALL) (17"X30"X24D) EA 3

35 0635 2 15 PULL BOX (LARGE) (30"X48"X24D) EA 1

36 0676 2300 ITS CABINET (HUB), INSTALL EA 1

CONTIGENCY ITEMS

ITEM NO

NO.

FDOT PAY ITEM

ITEM DESCRIPTION UNITS QTY

37 0102 14 TRAFFIC CONTROL OFFICER (NON MOT) HR 20

38 0102 99 CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) ED 4

39 0121 70 FLOWABLE FILL CY 2

40 N/A STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) LF 377

41 N/A

/DRAINAGE INSTALLATION

SUPPORT EXISTING UTILITIES DURING PROPOSED UTILITY

LF 200

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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

11/13/2025Mohammad Khan

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7:44:17 PM

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025 TYPICAL SECTION

3:1

12" COMPACTED SUBGRADE (98% T180)

1.5" TYPE SP STRUCTURAL COURSE (TRAFFIC C)

1" FRICTION COURSE FC-9.5 OVER

OPTIONAL BASE GROUP 13

POSTED SPEED = 45 MPH

DESIGN SPEED = 45 MPH

EXIST R/W LINE

EXIST R/W LINE

SOD

2' 11' 11' 2' 7.5' - 32' 2' 0' - 11' 11'0' - 12' 0' - 11' 5' - 7'

SOD

MILLING AND RESURFACING

28' - 40'

55'

100'

EASEMENT

RURAL PARKWAY

100'

2' 7'11'6'

PGL LT

6"

STA. 268+00.00 TO STA. 278+65.00

SOUTH OF BOYNTON BEACH BOULEVARD

LYONS ROAD

PAVEMENT (1" AVERAGE DEPTH)

MILL EXISTING ASPHALT

1" FRICTION COURSE FC-9.5

1'' FRICTION COURSE FC-9.5

1.5'' TYPE SP STRUCTURAL COURSE (TRAFFIC C)

OPTIONAL BASE GROUP 13 WITH 12'' COMPACTED SUBGRADE (98% T180)

EXIST

MATCH EXIST

MATCH

EXIST

MATCH

(2%-5.4%)

VARIES

2'-6'

2.6' - 6'

1' LEVEL

(TYP)

EXIST GROUND

PATHWAY (TO REMAIN)

EXIST 8' MEANDERING

& GUTTER (TO REMAIN)

EXIST TYPE "F" CURB

(TO REMAIN)

EXIST PAVEMENT

& GUTTER (TO REMAIN)

EXIST TYPE "F" CURB

EASEMENT

RURAL PARKWAY

VARIES (110' - 122')

R/W

(55' - 67')

VARIES

VARIES

EXIST SOD

WIDENING

& GRUBBING

STANDARD CLEARING

(TO REMAIN)

EXIST 8' MEANDERING PATHWAY

TYPE "F"

CURB & GUTTER SAWCUT

(TO REMAIN)

EXIST PAVEMENT

& GUTTER (TO REMAIN)

EXIST TYPE "F" CURB

0' - 12'*

RESURFACING

MILLING

TYPICAL SECTION

WIDENING

* SEE PLAN FOR LOCATION OF TURN LANE

COORDINATE WITH PBC #2018503

LANE

BIKE

LANE

BIKE

3'

1.3' - 4.7'

EMBANKMENT EASMENT LINE

PROJECT #2018503

COORDINATE WITH PBC

£ SURVEY AND � CONST LYONS ROAD

CURB PAD (TYPICAL)

CURB PAD CONSTRUCTION DETAIL

N.T.S

6"

4"

SUBGRADE

BASE

SURFACE ASPHALT BASE)

B-12.5

CURB PAD (TYPE

TYPE F C&G

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y

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7:44:24 PM

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025

EXIST R/W LINE

7'2' 0'-11' 0'-11' 0'-11'11' 11'

2'-11'

TYPICAL SECTION

6"

& GUTTER TO REMAIN

EXIST TYPE "F" CURB

(TO REMAIN)

EXIST SIDEWALK

SAWCUT

SAWCUT

CURB & GUTTER TYPE "F"

EXIST GROUND (TYP.)

OPTIONAL BASE GROUP 13

1.5" TYPE SP STRUCTURAL COURSE (TRAFFIC C)

1" FRICTION COURSE FC-9.5 OVER

12" COMPACTED SUBGRADE (98% T180)

WIDENING

EXIST R/W LINE

£ SURVEY LYONS ROAD

LANE

BIKE

(3.5'-38.5')

(VARIES 110'-138')

R/W

(135' - 163')

VARIES

9.25'-10.25'

VARIES5' 12'0'-11' 6'2'11'12'2'2'

VARIES (54' - 65.6') VARIES (56' - 73')

GRUBBING

STANDARD CLEARING AND

25'

LANE

BIKE SOD

VARIES (26.5' - 62')

POSTED SPEED = 45 MPH

DESIGN SPEED = 45 MPH

3% 2% 2%

1' LEVEL

PROPOSED R/W LINE

*FOR CROSS SLOPES IN AREAS OF CROSS SLOPE CORRECTION SEE CROSS SLOPE CORRECTION DETAILS.

3%

PAVEMENT (1" AVERAGE DEPTH)

MILL EXISTING ASPHALT

1" FRICTION COURSE FC-9.5

1'' FRICTION COURSE FC-9.5

1.5'' TYPE SP STRUCTURAL COURSE (TRAFFIC C)

OPTIONAL BASE GROUP 13 WITH 12'' COMPACTED SUBGRADE (98% T180)

RESURFACING

MILLING

TYPICAL SECTION

WIDENING

STA. 31+63.61 STA. 39+30.65

NORTH OF BOYNTON BEACH BOULEVARD

LYONS ROAD

OVERBUILD

1.5%

VARIES (0' - 30.37')

1.6'6'

(TO REMAIN)

EXIST PAVEMENT

& GUTTER (TO REMAIN)

EXIST TYPE "F" CURB(TO REMAIN)

EXIST PAVEMENT

MILLING, RESURFACING, AND OVERBUILD

PGL LT

VARIES

4" CONCRETE SIDEWALK

(AVERAGE THICKNESS 2.25" (±))

TYPE SP STRUCTURAL COURSE (TRAFFIC C)

PROP. GUARDRAIL

MISC. ASPHALT (2" THCIK)

(14' - 24')

VARIES

STAMPED CONCRETE AND SOD

** SEE PLANS FOR LIMITS OF COLOR TREATED

(END STA 31+63.61, RT)

* SEE PLANS FOR LIMITS OF MILLING AND RESURFACING

(REFER TO DETAIL)

CURB PAD (TYPICAL)

(MODIFIED)

CURB & GUTTER TYPE "F"

(REFER TO DETAIL)

CURB PAD (TYPICAL)

3:

GRUBBING

STANDARD CLEARING AND

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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y

T Y P

S R

D .d g

7:44:25 PM

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025

LANE

BIKE

7' 11' 11' 2' 2' 12' 12'

LANE

BIKE

5'

VARIES

6' 1.6'2'

6"

SOD

(15' - 26')

VARIES

25'

1' LEVEL

GRUBBING

STANDARD CLEARING AND

(110'-135')

VARIES

EXIST R/W LINE

WIDENING

0'-12.73'

0'-11' 0'-11' 5'2'

PROPOSED R/W LINE

(16.27' - 26.42')

VARIES

2%2% 3%1.5%

EXIST R/W LINE

2%

CURB & GUTTER TYPE "F"

1.5" TYPE SP STRUCTURAL COURSE (TRAFFIC C)

1" FRICTION COURSE FC-9.5 OVER

12" COMPACTED SUBGRADE (98% T180)

OPTIONAL BASE GROUP 13

EXIST GROUND (TYP.)

COURSE (TRAFFIC C)

1.5" TYPE SP STRUCTURAL

1" FRICTION COURSE FC-9.5 OVER

COURSE (TRAFFIC C)

1.5" TYPE SP STRUCTURAL

1" FRICTION COURSE FC-9.5 OVER

SUBGRADE (98% T180)

12" COMPACTED

PAVEMENT (1" AVERAGE DEPTH)

MILL EXISTING ASPHALT

1" FRICTION COURSE FC-9.5

1'' FRICTION COURSE FC-9.5

1.5'' TYPE SP STRUCTURAL COURSE (TRAFFIC C)

OPTIONAL BASE GROUP 13 WITH 12'' COMPACTED SUBGRADE (98% T180)

RESURFACING

MILLING

TYPICAL SECTION

WIDENING

STA. 39+30.65 STA. 46+99.89

NORTH OF BOYNTON BEACH BOULEVARD

LYONS ROAD

OVERBUILD

(AVERAGE THICKNESS 2.25" (±))

TYPE SP STRUCTURAL COURSE (TRAFFIC C)

£ SURVEY LYONS ROAD

2.25'-2.95'

VARIES

AND OVERBUILD

MILLING, RESURFACING,

(TO REMAIN)

EXIST PAVEMENT

& GUTTER TO REMAIN

EXIST TYPE "F" CURB

(TO REMAIN)

EXIST SIDEWALK

4" CONCRETE SIDEWALK

PROP. GUARDRAIL

MISC. ASPHALT (2" THCIK)

SUBGRADE (98% T180)

12" COMPACTED

SAWCUT

SAWCUT

SAWCUT

POSTED SPEED = 45 MPH

DESIGN SPEED = 45 MPH

*FOR CROSS SLOPES IN AREAS OF CROSS SLOPE CORRECTION SEE CROSS SLOPE CORRECTION DETAILS.

PGL LT

PGL RT

WIDENING

(REFER TO DETAIL)

CURB PAD (TYPICAL)

(REFER TO DETAIL)

CURB PAD (TYPICAL)

AND OVERBUILD.

* SEE PLANS FOR LIMITS OF MILLING AND RESURFACING

** SEE CROSS SECTIONS FOR LIMITS OF SOD

OPTIONAL BASE GROUP 13

(MODIFIED)

CURB & GUTTER TYPE "F"

0'-11.0'

OPTIONAL BASE GROUP 13

3:

4' 4'

WIDENING

0'-11.0'

(10.53'-25.30')

4:1max 4:1max

GRUBBING

STANDARD CLEARING AND

(110') R/W

3%

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y

T Y P

S R

D .d g

7:44:26 PM

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025 TYPICAL SECTION DETAILS

PGP

FRICTION COURSE

EXISTING STUCTURAL COURSE

1" MILLING DEPTH

OVERBUILD

(AVERAGE THICKNESS (±) 2.25")

TYPE SP STRUCTURAL COURSE (TRAFFIC C)

OVERBUILD

STA. 32+10.00 STA. 46+99.51

NORTH OF BOYNTON BEACH BOULEVARD

LYONS ROAD

MILLING & RESURFACING AND OVERBUILD DETAIL

OVERBUILD DETAILS

STATION

CONST

CL

OVERBUILD LEFT SIDE

OVERBUILD FOR 2% PROPOSED SLOPE OVERBUILD FOR 3% PROPOSED SLOPE

SLOPE

EXIST.

OFFSET

BEGIN

OFFSET

BEGIN

DEPTH AT

OVERBUILD

OFFSET

END

OFFSET

END

DEPTH AT

OVERBUILD

SLOPE

EXIST.

OFFSET

BEGIN

OFFSET

AT BEGIN

D DEPTH

OVERBUIL

OFFSET

END

OFFSET

END

DEPTH AT

OVERBUILD

(%) (FT) (IN) (FT) (IN) (%) (FT) (IN) (FT) (IN)

33+00.00 1.85 6.5 RT 3.00 37.5 LT 2.28 1.81 37.5 LT 2.28 53.35 LT 0.00

34+00.00 1.91 6.5 RT 2.76 37.5 LT 2.28 1.93 37.5 LT 2.28 55.24 LT 0.00

35+00.00 1.83 6.5 RT 2.10 37.5 LT 1.62 1.93 37.5 LT 1.62 43.37 LT 1.02

36+00.00 2.07 6.5 RT 1.80 37.5 LT 2.64 2.19 37.5 LT 2.64 43.18 LT 1.98

37+00.00 2.08 6.5 RT 0.90 37.5 LT 1.32 2.08 37.5 LT 1.32 43.15 LT 0.66

38+00.00 2.34 13.32 LT 0.78 37.5 LT 1.86 2.37 37.5 LT 1.86 42.85 LT 1.44

39+00.00 2.18 25.80 LT 2.46 36.80 LT 2.58 2.14 36.80 LT 2.58 41.97 LT 2.10

40+00.00 2.15 24.05 LT 3.60 35.05 LT 3.78 1.91 35.05 LT 3.78 40.55 LT 3.18

41+00.00 1.93 22.31 LT 3.78 33.31 LT 3.84 2.37 33.31 LT 3.84 40.35 LT 3.18

42+00.00 0.99 20.56 LT 6.30 31.56 LT 4.08 0.99 31.56 LT 4.08 40.33 LT 0.00

43+00.00 1.68 12.32 LT 5.34 29.82 LT 4.62 2.26 29.82 LT 4.62 40.73 LT 3.60

44+00.00 2.12 12.25 LT 4.14 28.07 LT 4.14 1.77 28.07 LT 4.14 40.62 LT 2.22

45+00.00 2.03 12.36 LT 4.68 26.31 LT 4.98 1.25 26.33 LT 4.98 40.84 LT 2.40

46+00.00 2.45 12.38 LT 1.32 24.58 LT 1.98 1.65 24.58 LT 1.98 40.59 LT 0.24

Overbuild Calculation Project Lyons Road and Boynton Beach Intersection Improvements

Station Distance Area Average Area Volume

Comments

(Feet) (Square Feet) (Square Feet) (Cubic Feet)

32+10.00 0.00

90.00 5.60 504

33+00.00 11.20

100 11.15 1115

34+00.00 11.11

100 9.11 911

35+00.00 7.11

100 8.22 822

36+00.00 9.33

100 6.90 690

37+00.00 4.48

100 3.90 390

38+00.00 3.32

100 3.32 332

39+00.00 3.33

100 4.15 415

40+00.00 4.98

100 5.27 527

41+00.00 5.57

100 6.21 621

42+00.00 6.85

100 8.83 883

43+00.00 10.81

100 9.80 980

44+00.00 8.79

100 9.37 937

45+00.00 9.95

100 6.36 636

46+00.00 2.76

99.51 1.38 137

46+99.51 0.00

Total Volume = 9898

OVERBUILD UNIT WT (LBS/CF)

Concrete Weight

Overbuild asphalt

TON 742

Overbuild Area(SF)

SF 52265

Thickness

Average Overbuild Inch 2.27 area.

the overbuild overbuild over averave thick

2.25" (+/-)

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y

G N

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.d g

7:44:28 PM

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

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025 GENERAL NOTES

MILLING EXISTING ASPHALT PAVEMENT.

THE EXISTING AND PROPOSED DRAINAGE SYSTEM. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN ITEM

33.THE CONTRACTOR SHALL TAKE ALL NECESSARY CARE AND CAUTION TO PREVENT MILLED MATERIALS FROM ENTERING

STRAIGHT AND UNIFORM SURFACE.

32.IN THE AREAS OF PAVEMENT WIDENING, ALL EXISTING PAVEMENT EDGES ARE TO BE SAW CUT TO A CLEAN, BASE.

31.NONE OF THE EXISTING BASE MATERIAL THAT IS REMOVED IS TO BE USED IN CONSTRUCTION OF NEW ROADWAY

REPAIRED PAVEMENT FOR THE DURATION OF THE PROJECT.

SLEEVES, REPAIR THE PAVEMENT IN ACCORDANCE WITH THE "OPEN-CUT PAVEMENT REPAIR DETAIL". MAINTAIN

30.WHERE OPEN-CUTS OF THE EXISTING ROADWAY ARE MADE IN ORDER TO INSTALL PIPELINES, CONDUITS, OR

TO EXPEDITE DRIVEWAY DRAINAGE STRUCTURE INSTALLATION IN THE VICINITY OF ABUTTING PROPERTIES.

29.THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJOINING PROPERTIES AT ALL TIMES AND SCHEDULE WORK

SHALL BE NOTIFIED AT (561) 233-3900.

28.WHEN WORKING WITHIN TEN (10') FEET OF A TRAFFIC SIGNAL POLE, PALM BEACH COUNTY TRAFFIC OPERATIONS

FIVE (5') FEET BETWEEN THE POLE AND ANY EXCAVATION.

27.WHEN UTILITY POLES ARE IN AREAS OF EXCAVATIONS, CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION OF

AS DETERMINED BY THE COUNTY ENGINEER, WILL BE ADJUSTED BY OTHERS.

26.ALL UTILITY POLES WITHIN PALM BEACH COUNTY RIGHT-OF-WAY CONFLICTING WITH THE PROPOSED CONSTRUCTION, SHOULD AN ACCIDENT OCCUR.

LINES AND UNDERGROUND UTILITIES AND ASSUMES RESPONSIBILITY OF ANY DAMAGES OR PERSONAL INJURY, 25.THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION

SITE IN AREAS PROVIDED BY THE CONTRACTOR AT HIS EXPENSE.

24.ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE DISPOSED LEGALLY OFF

COST.

23.THE CONTRACTOR SHALL PROVIDE A WALKABLE PATHWAY THROUGHOUT THE PROJECT AT ALL TIMES AT THE CONTRACTOR'S

AT (561) 233-3900.

REMOVAL OR RELOCATION BY PALM BEACH COUNTY FORCES. NOTIFY PALM BEACH COUNTY TRAFFIC OPERATIONS

RELOCATED OR REMOVED SHALL BE REMOVED BY THE CONTRACTOR AND STOCKPILED WITHIN THE R/W FOR

22.ALL EXISTING PALM BEACH COUNTY SIGNS WITHIN THE LIMITS OF CONSTRUCTION WHICH ARE TO BE

AS DETERMINED BY THE ENGINEER, SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

IN ORDER TO PREVENT ANY UNNECESSARY DAMAGE TO THE SIGNS. SIGNS WHICH ARE DAMAGED BEYOND USE, 21.CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHILE REMOVING AND/OR RELOCATING EXISTING SIGNS

WIRING SHALL BE INCLUDED IN THE CONTRACT PRICE FOR CLEARING AND GRUBBING.

OR EXTENSION BY OTHERS. THE COST FOR IRRIGATION SYSTEM REMOVAL, CAPPING PIPES, AND SEALING

ALL IRRIGATION SYSTEM BREAKS IN A MANNER ACCEPTABLE TO THE ENGINEER FOR FUTURE RECONNECTION

OR LIMITS OF CONSTRUCTION. IN ALL CASES, THE CONTRACTOR SHALL CLEARLY MARK IN THE FIELD

EXISTING CONTROL WIRING SHALL BE CUT SEALED AND LEFT BURIED BELOW GRADE AT THE R/W LINE

EXISTING PIPES SHALL BE CAPPED PRESSURE TIGHT AT THE R/W LINE OR LIMITS OF CONSTRUCTION.

SHALL BE CAREFULLY REMOVED AND RETURNED TO PBC STREETSCAPE SECTION IN GOOD WORKING ORDER.

SHALL BE REMOVED AND DISPOSED OFF BY THE CONTRACTOR. ALL IRRIGATION VALVE BOXES AND VALVE

20.ALL EXISTING IRRIGATION SYSTEM COMPONENTS CONFLICTING WITH THE PROPOSED CONSTRUCTION

WATER QUALITY STANDARDS.

STANDARD INDEXES WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE, LOCAL AND NPDES

19.CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES AS INDICATED IN FDOT

TELEPHONE NO. (301) 443-8319

ROCKVILLE, MARYLAND 20852

6001 EXECUTIVE BOULEVARD

ATTN: N/CG-162

ATTN: MARK MAINTENANCE SECTION

GEODETIC INFORMATION CENTER

IF IN DANGER OF DAMAGE, THE PROJECT ENGINEER SHOULD NOTIFY:

18.ANY VERTICAL DATUM MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED.

THE CONTRACTOR IS TO NOTIFY THE COUNTY SURVEYOR.

CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, 17.ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A

16.ALL TEMPORARY AND PERMANENT BENCHMARKS ARE TO BE PROTECTED DURING CONSTRUCTION.

BEEN SECURED AND THE CONTRACTOR IS ISSUED A NOTICE OF PROCEED.

15.NO CONSTRUCTION SHALL BE COMMENCED UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE

EXCEPT CONTROL STRUCTURES. WEEP HOLES SHALL NOT BE A PART OF THESE SUMPS.

14.ALL INLET DRAINAGE STRUCTURES SHALL HAVE A MINIMUM 2' SUMP, UNLESS OTHERWISE SHOWN, 13.ALL PIPES SHALL BE IN ACCORDANCE WITH FLORIDA DOT AND PALM BEACH COUNTY REQUIREMENTS.

AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

12.MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH CURRENT FLORIDA DOT STANDARDS

UNLESS OTHERWISE NOTED.

11.INTERSECTING ROADS AND DRIVEWAYS ARE TO BE GRADED AS DIRECTED BY THE ENGINEER, 10.STATIONS AND OFFSETS REFER TO THE BASELINE OF SURVEY, UNLESS OTHERWISE NOTED.

1-800-432-4770 AND THE RESPECTIVE UTILITY COMPANY.

9.UTILITY LOCATIONS MAY ALSO BE DETERMINED BY CALLING SUNSHINE ONE-CALL AT

PALM BEACH COUNTY TRAFFIC DIV - ITS DANIEL RODRIGUEZ (561)-689-3923

PALM BEACH COUNTY TRAFFIC DIV - SIGNAL FATOUSH JAFAR (561)-684-4030

PALM BEACH COUNTY WATER UTILITIES JACKIE MICHELS (561)-493-6116

FLORIDA PUBLIC UTILITIES CO. FERNANDO VANLEEUWEN (561)-398-2338

HOTWIRE COMMUNICATIONS WALTER SANCHO-DAVILA (954)-699-0900

CROWN CASTLE FIBERDIG TEAM (888)-632-0931 x2

MCI INVESTIGATIONS TEAM (800)-624-9675 X2

FPL DISTRIBUTION DAVID FUCHS (321)-214-3814

COMCAST MICHAEL CONNELL (954)-789-9762

AT&T FLORIDA GREG KEUHN (561)-413-6159

PHONECONTACT COMPANY

8.THE FOLLOWING IS A LIST OF UTILITY OWNERS:

ADJUSTMENTS, AS REQUIRED.

NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND UTILITY

SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE ENGINEER AND

"OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION.

OF CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF

THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO THE START DATE

7.THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY:

6.UTILITIES ARE TO BE ADJUSTED BY OTHERS, UNLESS OTHERWISE NOTED.

OF CONSTRUCTION, ARE TO REMAIN.

5.UNLESS OTHERWISE SHOWN, ALL EXISTING DRAINAGE STRUCTURES, WITHIN THE LIMITS

OF THE PARTY IN RESPONSIBLE CHARGE.

BEARING EITHER THE FLORIDA LICENSE NUMBER OR CERTIFICATE OF AUTHORIZATION NUMBER

RESET AFTER CONSTRUCTION BY A PROFESSIONAL SURVEYOR & MAPPER WITH A MONUMENT

WITHIN PROPOSED CONSTRUCTION ARE TO BE REFERENCED PRIOR TO CONSTRUCTION AND

BEACH COUNTY SURVEY CONTROL MONUMENTS AND ALL OTHER PERMANENT MONUMENTS LOCATED

4.EXISTING SECTION CORNERS, QUARTER SECTION CORNERS, PROPERTY CORNERS, PALM

3.BENCHMARK DATUM IS REFERRED TO THE NORTH AMERICAN VERTICAL DATUM 1988.

2.GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED.

WITH FLORIDA STATUTE 556.105 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINE.

1.PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY

GENERAL NOTES:

N

W A T E R

W A T E R

W A T E R

W A T E R

S A

N

S A

N

W A T E R

W A T E R

S D

S A

N

W A T E R

S A

N

W A T E R

W A T E R

G A S

U

W A T E R

G A S

S D

S D

W A T E R

W A T E R

W A T E R

W A T E R

30 35 40 45 270 275

19.86

20.44 20.41 19.96 19.67 19.56

X-5 X-6 X-7 X-8 X-9 X-10 X-11 X-12

X-1

X-2

X-3

X-4

X-1 X-2 X-3 X-4

X-8

X-5 X-6 X-7

X-9 X-10 X-11 X-12

X-13

X-14 X-15

X-16 X-17

X-19

X-20

X-18

X-21

X-22

X-13 X-14

X-15 X-16 X-20X-18 X-19 X-21

X-22

LEGEND

X-X EXISTING STRUCTURE

NOTE:

X-23

X-24

X-25

X-17

X-24X-23 X-25

DRAINAGE CONCERNS.

TO ASSIST CONSTRUCTION PERSONNEL WITH

IS IN THE PLANS FOR DOCUMENTATION AND

FOR CONSTRUCTION PURPOSES. THIS SHEET

DO NOT USE THE INFORMATION ON THIS SHEET

BOTTOM OF STRUCTURE EL .= 15.13'

INV. (W.) = 15.30' (18" RCP)

INV. (E.) = 15.16' (18" RCP)

INV. (N.) = 15.18' (30" RCP)

TOP = 19.53'

DRAINAGE MANHOLE

BOTTOM OF STRUCTURE EL. = 12.27'

INV. (W.) = 14.05' (18" RCP)

TOP = 19.61'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 12.86'

INV. (W.) = 14.71' (14"X24" RCP)

INV. (S.) = 14.88' (18" RCP)

TOP = 18.81'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 12.84'

INV. (N.) = 14.49' (14"X22" RCP)

TOP = 19.14'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 8.07'

INV. (S.) = 9.98' (30" RCP)

INV. (W.) = 10.45' (18" RCP)

INV. (N.) = 9.89' (30" RCP)

TOP = 18.77'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 7.88'

INV. (S.) = 10.03' (30" RCP)

INV. (N.) = 10.03' (30" RCP)

TOP = 19.04'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 8.07'

INV. (S.) = 10.08' (30" RCP)

INV. (W.) = 10.62' (18" RCP)

INV. (N.) = 30.13' (30" RCP)

TOP = 18.88'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 8.30'

INV. (S.) = 10.28' (30" RCP)

INV. (N.) = 10.29' (24" RCP)

TOP = 19.61'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 8.80'

INV. (W.) = 10.47' (18" RCP)

INV. (S.) = 10.55' (24" RCP)

TOP = 20.05'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 13.94'

INV. (W.) = 15.60' (14"X22" RCP)

TOP = 19.46'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 13.66'

INV. (W.) = 16.63' (18" RCP)

INV. (E.) = 15.53' (14"X22" RCP)

TOP = 19.60'

DRAINAGE MANHOLE

BOTTOM OF STRUCTURE EL. = 7.87'

INV. (S.) = 9.78' (42" RCP)

INV. (W.) = 10.34' (18" RCP)

INV. (N.) = 9.82' (30" RCP)

EOP EL. = 18.85'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 7.36'

INV. (S.) = 9.26' (42" RCP)

INV. (N.) = 9.26' (42" RCP)

EOP EL. = 18.82'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 8.11'

INV. (S.) = 9.54' (42" RCP)

INV. (N.) = 9.67' (42" RCP)

RIM EL. = 19.71'

STORM MANHOLE

S-14

S-15 S-1

S-2

S-3

S-4

S-5

S-6

S-7 S-12

S-11

S-8

S-10

S-9

BOTTOM OF STRUCTURE EL. = 11.90'

INV. (W.) = 13.88' (15" RCP)

RIM EL. = 18.88'

DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 12.50'

INV (S.) = 13.42' (36" RCP)

INV (N.) = 13.17' (36" RCP)

RIM EL. = 20.54'

DRAINAGE MANHOLE

S-13

LYONS ROAD LYONS ROAD

B O

U L E

V A

R D

B O

Y N

T O

N

B

E A

B

U L E

V A

R D

B O

Y N

T O

N

B

E A

Feet

0 50

L

C

A N

A L

L .W .D .D

£ SURVEY LYONS ROAD

£ SURVEY LYONS ROAD

BOTTOM OF STRUCTURE EL.= 8.76'

INV. (E.) = 10.81' (18" RCP)

EOP EL. = 18.87'

REMOVE EXIST DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 9.14'

INV. (E.) = 10.84' (18" RCP)

TOP = 18.72'

REMOVE EXIST DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 9.33'

INV. (E.) = 11.36' (18" RCP)

TOP = 19.37'

REMOVE EXIST DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 8.66'

INV. (E.) = 10.62' (18" RCP)

TOP = 20.19'

REMOVE EXIST DRAINAGE INLET

BOTTOM OF STRUCTURE EL. = 13.23'

INV. (N.) = 15.15' (18" RCP)

INV. (W.) = 15.10' (18" RCP)

INV. (E.) = 15.10' (18" RCP)

RIM EL. = 19.28'

FDOT INDEX NO. 425-001

TO MANHOLE TYPE P-7 (PARTIAL)

MODIFY EXIST CURB INLET TYPE P-5

BOTTOM OF STRUCTURE EL. = 11.83'

INV. (W.) = 14.40' (18" RCP)

INV. (E.) = 14.44' (18" RCP)

INV. (N.) = 13.74' (30" RCP)

INV. (S.) = 14.59' (30" RCP)

RIM EL. = 18.99'

FDOT INDEX NO. 425-001

TO MANHOLE TYPE P-7 (PARTIAL)

MODIFY EXIST CURB INLET TYPE P-6

BOTTOM OF STRUCTURE EL. = 11.63'

INV. (W.) = 13.25' (18" RCP)

INV. (E.) = 13.28' (18" RCP)

INV. (S.) = 13.63' (30" RCP)

RIM EL. = 19.27'

FDOT INDEX NO. 425-001

TO MANHOLE TYPE P-7 (PARTIAL)

MODIFY EXIST CURB INLET TYPE P-5

BOTTOM OF STRUCTURE EL. = 10.06'

INV. (W.) = 13.60' (18" RCP)

INV. (E.) = 13.68' (18" RCP)

INV. (N.) = 12.28' (30" RCP)

INV. (S.) = 12.92' (30" RCP)

RIM EL. = 19.25'

FDOT INDEX NO. 425-001

TO MANHOLE TYPE P-7 (PARTIAL)

MODIFY EXIST CURB INLET TYPE P-6

£ SURVEY LYONS ROAD

STA. 268+00.00

BEGIN MILLING & RESURFACING (LT)

BEGIN WIDENING (LT)

BEGIN CONSTRUCTION

BEGIN PROJECT

£ SURVEY LYONS ROAD

STA. 46+99.54

AND OVERBUILD (LT)

END MILLING, RESURFACING,

END WIDENING (LT)

END CONSTRUCTION

END OF PROJECT

BOTTOM OF STRUCTURE EL. = 13.39'

INV. (NW.) = 15.40' (18" RCP)

INV. (S.) = 15.33' (18" RCP)

RIM EL. = 18.99'

FDOT INDEX NO. 425-001

TO MANHOLE TYPE P-7 (PARTIAL)

MODIFY EXIST CURB INLET TYPE P-5

L

C

A N

A L

L .W .D .D

(1.969 AC)

BASIN 1

(2.228 AC)

BASIN 2 (0.815 AC)

BASIN 5

(1.024 AC)

BASIN 3

(0.270 AC)

BASIN 4

TRACT B-1

50' L.B.E.

TRACT B-1

25' L.B.E.

E

T

C O

M

C O

M

6' E.E. (ORB 23485, PG.1640)

M D

C E

E

C

C

C

E

G

C E

CC

CE

E

E

C

C E

M D

C

ROADWAY PRODUCTION

S D

S D

S D

MD

MD

T

F I

C I

C O

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T

E C

T R

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G I

T A

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A L

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h d r a in a g e

D R

M P

R D

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7:49:20 PM

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

P A

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM

2020110

PROJECT NO.

LYONS ROAD AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

DRAINAGE MAP

SCALE: 1"=200'

APPROVED:MA

DRAWN: PBV

CHECKED: ARB

DATE:11/13/2025

LYONS RD.

A

N

W A T E R

W A T E R

W A T E R

W A T E R

S A

N

S A

N

W A T E R

W A T E R

S D

S D

TH1

T H

T H

T H

T H

2T H

A

MILLING AND RESURFACING

ROADWAY PRODUCTION

248 249 250 251 252

X-6 X-7

X-1

S-1

X-5

BURIED

AT&T 72 FIBER (2004)

(PBCWUD)

16'' DIP FM

(PBCWUD)

10'' DIP WM

(PBCWUD)

10'' DIP WM

(PBCWUD)

16'' DIP RWM

(PBCWUD)

4'' PVC FM

UG CABLE (COMCAST) (FPL)

TRANSFORMER

16'' DIP WM (PBCWUD)

23KV-BE (FPL)

23KV-BE (FPL)

PROJECT #2018503

INSTALLED BY PBC

(PBC TRAFFIC ITS)

2-2" PVC CONDUITS

AT PROP. INLET LOCATION

16'' WM TO BE RELOCATED

AT PROP. INLET LOCATION

16'' WM TO BE RELOCATED

N01°57'00"W

LYONS ROAD

PGL LT

EXIST R/W LINE

EXIST R/W LINE

(TO REMAIN)

EXIST SIDEWALK

(TO REMAIN)

EXIST C & G

(TO REMAIN)

EXIST C & G

"R

C P

TYPE F C&G

EASEMENT

10' UTILITY

EASEMENT

5' LIMITED ACCESS

EASEMENT

100 LF RURAL PARKWAY

(TO REMAIN)

EXIST SIDEWALK

INGRESS/EGRESS EASEMENT

EASEMENT

100 LF RURAL PARKWAY

EASEMENT

5' LIMITED ACCESSCONFLICT

OAK TREE

EASEMENT

10' UTILITY

A B

R U

Z Z

V

E

S E

N J

O E

PROPERTY LINE

42" RCP

42" RCP

42" RCP

42" RCP

N00°42'32"W N01°38'13"W N01°59'56"W

LEGEND

WIDENING

EXIST C&G

REMOVE

N

10 40

Feet

N00°57'00"W N01°57'00"W

¬ = 01° 00' 00"

22.60' (LT)

PI STA 269+65.41

¬ = 01° 00' 00"

21.23' (LT)

PI STA 270+80.03

PROJECT #2018503

COORDINATE WITH PBC

EL 18.77 (±)

STA. 268+00.00, 48.48' (LT)

CONNECT TO EXIST C & G

BEGIN TYPE F C & G

57.67' (LT)

+00.22

OF 18" RCP

CONST. 10 LF

¬ = 01° 32' 12"

STA 266+98.90, 18.00' (LT)

PBC PROJECT #2018503

PGL CONNECT TO

FOR CURB AND GUTTER

PROJECT #2018503

COORDINATE WITH PBC

PROP. EMBANKMENT EASEMENT LINE

FDOT INDEX NO. 430-001

EXIST 18" RCP

CONST. CONC. JACKET TO TIE

ADJUST WATER VALVE ADJUST WATER VALVE

£ SURVEY LYONS ROAD

STA. 268+00.00

BEGIN MILLING & RESURFACING (LT) (SB LANES)

BEGIN WIDENING (LT)

BEGIN CONSTRUCTION

BEGIN PROJECT

EASEMENT

INGRESS/EGRESS

£ SURVEY AND ¡ CONST LYONS ROAD

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

267 268 269 270 271 272

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y P

L A

N R

D .d g

7:53:52 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

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025

M A

T C

H

L I N

E

S

T A

.0

.0

.0

.0

.0

.0

.0

LYONS RD.

A

N

T H

T H

W A T E R

ROADWAY PRODUCTION

253 254 255 256 257 258

X-8 X-9

X-10 X-11

S-3

X-3

S-2

X-2

(PBCWUD)

16'' DIP WM

(PBCWUD)

16'' DIP FM

(PBCWUD)

16'' DIP RWM

(PBCWUD)

16'' DIP RWM

(4) BT (AT&T)

(5) BT (AT&T)

(3) BT (AT&T)

(FPL)

TRANSFORMER

(AT&T)

HANDHOLE

(AT&T)

HANDHOLE

(FPL)

TRANSFORMER

(COMCAST)

UG CABLE GM (FPUC)

6'' PE

23KV-BE (FPL)

23KV-BE (FPL)

PROJECT #2018503

INSTALLED BY PBC

(PBC TRAFFIC ITS)

2-2" PVC CONDUITS

HH (AT&T)

AT PROP. INLET LOCATION

16'' WM TO BE RELOCATED

AT PROP. INLET LOCATION

16'' WM TO BE RELOCATED

OTHERS PER UWS)

RELOCATED BY

(TO BE

BT (AT&T)

MILLING AND RESURFACING

(TO REMAIN)

EXISTING SIDEWALK

LYONS ROAD

PGL LT

EXIST R/W LINE

(TO REMAIN)

EXIST SIDEWALK

EXIST R/W LINE

"R

C P

"R

C P

REMOVE EXIST C&G

TYPE F C&G

PROPERTY LINE

EASEMENT

100 LF RURAL PARKWAY

EASEMENT

10' UTILITY

EASEMENT

5' LIMITED ACCESS

EASEMENT

COUNTY UTILITY

20' PALM BEACH

30" RCP

TRANSIT EASEMENT

30' X 10' MASS

(TO REMAIN)

EXIST C & G

EASEMENT

5' LIMITED ACCESS

EASEMENT

10' UTILITY

INGRESS/EGRESS EASEMENT

PROPERTY LINE

30" RCP

30" RCP 24" RCP

42" RCP

N01°59'56"W

LEGEND

WIDENING

EASEMENT

PARKWAY

100 LF RURAL

N

10 40

Feet

¬ = 01° 00' 00"

23.54' (LT)

PI STA 276+08.10

N01°57'00"WN02°57'00"WN01°57'00"W

¬ = 01° 00' 00"

21.64' (LT)

PI STA 274+93.53

OF 18" RCP

CONST. 10 LF

OF 18" RCP

CONST. 10 LF

FOR CURB AND GUTTER

PROJECT #2018503

COORDINATE WITH PBC

FDOT INDEX NO. 430-001

EXIST 18" RCP

CONST. CONC. JACKET TO TIE

FDOT INDEX NO. 430-001

EXIST 18" RCP

CONST. CONC. JACKET TO TIE

EASEMENT

MASS TRANSIT

30' X 10'

EASEMENT LINE

PROP. EMBANKMENT

£ SURVEY AND ¡ CONST LYONS ROAD

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

272 273 274 275 276 277

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y P

L A

N R

D .d g

7:54:52 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

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

.0

.0

.0

.0

.0

.0

B

Y N

T O

N B

E A

C H B

O U

L E

V A

R D

C O

M

C O

M

P .C .E

(O R

B

P G .1

6' E.E. (ORB 23485, PG.1640)

C

T

T

T

T

T M

C

T T

T

T

TM

W A T E R

S A

N

W A T E R

W A T E R

G A S

S D

S D

W A T E R

S D

S D

T H

T H

T H

ROADWAY PRODUCTION

P O

T

S

T A

.0

30 31 32 33

258 259

20.44 20.41

19.96

X-12

X-14

X-13

X-19

X-18X-18

S-6

S-5

X-4

S-4

S-5A

(BFO) (TO REMAIN)

EXISING PBC-TRAFFIC ITS

30"X48"

HH #LR-WBBB (2018)

(BFO) (TO BE REMOVED)

EXISING PBC-TRAFFIC ITS

(PBCWUD)

24'' DIP FM

(PBCWUD)

42'' PVC WM

(PBCWUD)

24'' DIP FM

(PBCWUD)

20'' DIP WM

(PBCWUD)

24'' DIP FM

(PBCWUD)

12'' DIP FM

(PBCWUD)

24'' DIP FM

UG CABLE (COMCAST)

42'' DIP WM

(2) 2'' HDPE CONDUIT (MCI/VERIZON)

4'' PE GM (D) (FPUC)

4-1.5" CONDUIT (CROWN)

4-1.5" CONDUIT (CROWN)

(3) BT (AT&T)

(2) BT (AT&T)

(1) OT (AT&T)

(1) OT (AT&T)

(3) BT (AT&T)

6'' PE GM (FPUC)

LARGE PULL BOX (TO REMAIN)

EXISING PBC-TRAFFIC ITS

6'' PE GM (FPUC)

(BFO) (TO BE REMOVED)

EXIST. PBC-TRAFFIC ITS

(PBC) TO BE REMOVED

(2) 2'' PVC ITS CONDUITS

PB (TO BE REMOVED)

EXIST. PBC-ITS LARGE

(FPL)

TRANSFORMER

(TO BE ADJUSTED)

STORM-MH

POLE (TO REMAIN)

EXIST SIGNAL

TO REMAIN

EXISTING PBC ITS PULL BOX

(TO REMAIN)

EXIST PED POLE

(TO REMAIN)

EXIST BFO (PBC-ITS)

VAULT (COMCAST)

BE-23KV (FPL)

LARGE PULL BOX (TO REMAIN)

EXISING PBC-TRAFFIC ITS

(17"X30"X24"D)

SMALLPULL BOX

PBC-TRAFFIC ITS

FURNISH AND INSTALL

THE 2-2" PVC

48 FSM FOC IN ONE OF

2-2" PVC CONDUIT WITH

(5) BT (AT&T)

(2) 2'' HDPE CONDUIT MCI/VERIZON)

200' OF 48 FSM FOC

(30"X48"X24") W/

PBC TRAFFIC ITS

(CONNECT TO LARGE PULL BOX)

IN 1 OF 2 PVC CONDUITS

2-2" PVC W/48 FSM FIBER OPTIC CABLE

FURNISH AND INSTALL PBC - TRAFFIC ITS

PROP. HUB SITE

FROM EXISTING LARGE PULL BOX TO

ITS HUB SITE WITH 2-2" PVC CONDUIT

FURNISH AND INSTALL PBC-TRAFFIC

TO BE RELOCATED

HAND HOLE (AT&T)

23KV-BE (FPL)

23KV-BE (FPL)

PROJECT #2018503

INSTALLED BY PBC

(PBC TRAFFIC ITS)

2-2" PVC CONDUITS

(TO BE REMOVED)

EXIST. PBC-ITS LARGE PB

FSM FOC IN ONE CONDUIT

2-2" PVC CONDUIT WITH 48

FSM FOC IN ONE OF THE 2-2" PVC

2-2" PVC CONDUIT WITH 48

HAND HOLE (AT&T)

6'' DIP WM

(PBCWUD)

16'' DIP FM

24'' DIP WM (PBCWUD)

(PBCWUD)

16'' DIP FM

2A

2A&

AT PROP. INLET LOCATION

16'' WM TO BE RELOCATED 4

4 5

WITH ATB2_P40X_R4_3K.

RELOCATED AND RETROFITTED

FPID 439844-1NEEDS TO BE

FUTUE LIGHT POLE ADDED ON

N00°57'00"W N02°57'00"W

N01°57'00"W

B O

Y N

T O

N

B

E A

C H

B

L V

D

PGL LT

¬ = 01° 00' 00"

23.32' (LT)

PI STA 278+67.84

PGL LT

31.01

31+71.45

EXIST R/W LINE

EXIST R/W LINE

(TO REMAIN)

EXIST GUARDRAIL

EXIST R/W LINE

(TO REMAIN)

EXIST C & G

"R

C P

£ SURVEY LYONS ROAD

"R

C P

TYPE F C&G

EXIST R/W LINE

BL SURVEY LYONS ROAD

STA. 279+31.10

(TO REMAIN)

EXIST SIDEWALK

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

85.52' ROW

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

98.55' ROW

EASEMENT

10' UTILITY

EXIST C & G (TO REMAIN)

N01°59'56"W

N01°59'56"W

L

C

A N

A L

L .W .D .D

(ORB 1585)

21' R/W

CR-A

CR-A

CR-B

CR-B

LEGEND

WIDENING

DETECTABLE WARNING SURFACE

POLE TO REMAIN

EXIST SIGNAL

N

10 40

Feet

N00°57'00"W

B L

V D

B O

Y N

T O

N

B

E A

P

R

K W

A Y

E

A S

E M

E N

T

L F

R

U R

A L

U .E

L .A .E

(TO REMAIN)

EXIST SIDEWALK

ACCESS DROP CURB

LWDD MAINTENANCE

R

K W

A Y

E

A S

E M

E N

T

L F

R

U R

A L

U .E

(TO REMAIN)

EXIST SIDEWALK

(TO REMAIN)

EXIST SIGNAL POLE

L .A .E

(TO REMAIN)

EXIST SIGNAL POLE

REMOVE EXIST C&G

40.00'R

L-24 CANAL

L.W.D.D.

REPLACED)

POLE (TO BE

EXIST PED

EXIST SIGNAL POLE & PED POLE (TO BE REPLACED)

E=921462.90

N=798368.45

(BOYNTON BEACH BLVD.)

£ SURVEY LYONS ROAD

STA. 279+31.10, 3.57' LT

£ SURVEY LYONS ROAD =

STA.30+00.00,

.0 'R

15'

51.36' (LT)

+20.56

6' 6'

STA. 31+01.88, 106.55' (LT), EL 20.44 (±)

CONNECT TO EXIST C&G

BEGIN TYPE F C&G AND SIDEWALK

EL 20.48 (±)

STA 279+10.59, 95.34' (LT)

CONNECT TO EXIST

END TYPE F C&G AND SIDEWALK

65.55' (LT)

+03.65

(TO REMAIN)

EXIST SIGNAL POLE

97.12' (LT)

+00.86

LWDD R/W

(6" THICK) IN

CONC. SWK

58.00' (LT)

+14.26

F C&G

TYPE

OF 18" RCP

CONST. 10 LF

OF 18" RCP

CONST. 11 LF

2.67' (LT)

+09.65

(TO REMAIN)

EXIST C & G

REMOVE C&G

AND OVERBUILD

RESURFACING,

MILLING,

STA. 32+10.35

RESURFACING, AND OVERBUILD

BEGIN MILLING,

RESURFACING

END MILLING AND

LIMIT

RESURFACING

MILLING AND

LIMIT

RESURFACING

MILLING AND

FOR CURB AND GUTTER

PROJECT #2018503

COORDINATE WITH PBC

SIDEWALK

EXIST

REMOVE

3.8 6'

R

REMOVE C&G

EASEMENT LINE

PROP. EMBANKMENT

TYPE F C&G

MODIFIED

EL 20.82 (±)

STA. 31+63.61, 14.21' (RT)

CONNECT TO EXIST C&G

BEGIN MODIFIED TYPE F C&G

PROP. R/W LINE

44.59' (RT)

+63.61

VALVE

ADJUST WATER

HYDRANT

RELOCATE FIRE

58.26' (RT)

+09.65

RESURFACING LIMIT

MILLING AND

INDEX NO. 430-001

EXIST 18" RCP FDOT

JACKET TO TIE

CONST. CONC.

STAMPED CONCRETE

COLOR TREATED

53.32' (LT)

+66.34

159.36' (LT)

+12.14

142.73' (RT)

+19.59

PROP. R/W LINE

(4" THICKNESS)

6' CONC. SIDEWALK

(TO BE REPLACED)

EXIST SIGNAL & PED POLE

EL 20.45

51.31' (LT)

+70.44

EL 20.69 (±)

58.37' (LT)

+93.16

EL 20.66 (±)

66.78' (LT)

+02.07

RESURFACING LIMIT

END MILLING AND

STA 31+54.68, 69.44' (LT)

& PIPE RAIL, FDOT INDEX 536-001

FLARED TRAILING ANCHORAGE

BEGIN GUARDRAIL W/

EL 21.24 (±)

STA 278+66.51, 62.79' (LT)

CONNECT TO EXIST

BEGIN SIDEWALK

EL 21.22 (±)

63.56' (LT)

+74.99

EL 21.15 (±)

+99.50, 82.55 (LT)

LYONS ROAD

¡ CONST

£ SURVEY AND

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

DEPARTMENT (WUD) SEPARATELY

SHALL BE COMPLETED BY WATER UTILITY

ANY WORK FOR PBC WATER UTILITY FACILITIES

BOX TO REMAIN

EXISTING PBC ITS PULL

N, LINE OF TRACT LINE

EXIST FDOT/CANAL R/W LINE

+12.49, 130.00 (LT)

104.88' (LT)

+12.49

+52.49, 90.00 (LT)

105.42' (LT)

30+42.24

155.42' (LT)

+42.47

155.42' (LT)

+01.83

155.42' (LT)

+70.72

106.56' (LT)

+99.88

101.82' (LT)

+69.33

EL 20.99

+17.36, 85.94 (LT)

EL 21.13

+23.73, 85.21 (LT)

EL 20.59

70.41' (LT)

+24.63

+47.40, 78.50 (LT), EL 20.90

+50.20, 76.10 (LT), EL 20.80

EL 19.74 (±)

66.50' (LT)

+10.35

¬ = 02° 00' 00"

26.50' (LT)

PI STA 31+63.35

EL 20.35

66.50' (LT)

+41.92

65.00' (LT)

+52.39

EL 20.89 (±)

6.50' (RT)

+63.35

73.00' (RT)

32+21.44

61.01' (RT)

31+65.21

100.85 (RT)

31+25.51

146.48' (RT)

+15.76146.49' (RT)

+48.34

146.49' (RT)

+42.51

278 279

30 31 32 33

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y P

L A

N R

D .d g

7:55:54 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

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

.5

.0

.0

.0

.0

.0

.5

GBESING

Callout

YOU WILL NEED TO EXCAVATE AROUND INLET TO MODIFY.

WILL BE IN ADDITIONAL LANE EXCAVATING

END SURVEY

STATION 39+00.00

N00°57'00"W 432.44'

C E

U

W A T E R

G A S

W A T E R

W A T E R

W A T E R

ROADWAY PRODUCTION

34 35 36 37 38

19.67 19.56

X-15

X-16 X-17

S-13

S-12

S-11 X-22X-21 S-9

S-10

X-20 S-7

S-8

(17"X30"X24"D)

SMALLPULL BOX

PBC-TRAFFIC ITS

FURNISH AND INSTALL

(BFO) (TO BE REMOVED)

EXISING PBC-TRAFFIC ITS

(PBCWUD)

12'' DIP FM

(PBCWUD)

10'' HDPE WM

(PBCWUD)

12'' DIP FM

(PBCWUD)

12'' DIP FM

(PBCWUD)

12'' DIP FM

TO BE REMOVED

(2) 2'' PVC ITS CONDUITS(PBC)

UG CABLE (COMCAST)

42'' DIP WM

4'' PE GM (D) (FPUC)

(3) BT (AT&T)

(1) OT (AT&T)

THE 2-2" PVC

48 FSM FOC IN ONE OF

2-2" PVC CONDUIT WITH

THE 2-2" PVC

48 FSM FOC IN ONE OF

2-2" PVC CONDUIT WITH

PB (TO BE REMOVED)

EXISING PBC-TRAFFIC ITS

23KV-BE (FPL)

N00°03'00"E N00°57'00"W

LYONS ROADEXIST C & G (TO REMAIN)

PGL LT

¬ = 01° 00' 00"

26.50' (LT)

PI STA 38+60.26

EXIST R/W LINE

(TO REMAIN)

EXIST CATCH BASIN

30"RCP

"R

C P

"R

C P

14" X

24" RCP

£ SURVEY LYONS ROAD

REMOVE EXIST C&G

TYPE F C&G

30"RCP

REMOVE EXIST SIDEWALK

(TO REMAIN)

EXIST SIDEWALK

(TO REMAIN)

EXIST SIDEWALK

PROPERTY LINE

30"RCP

REMOVE EXIST C&G

EXIST C & G (TO REMAIN)

(TO REMAIN)

EXIST C & G

N00°57'00"W

(4" THICKNESS)

6' CONCRETE SIDEWALK

MILLING, RESURFACING AND OVERBUILD

LEGEND

WIDENING

SOD

ADJUSTED

GAS VALVE TO BE

TO BE RELOCATED

EXIST LIGHT POLE

EXIST LIGHT POLE TO BE RELOCATED

RELOCATED

POLE TO BE

EXIST LIGHT

REMOVE C&G

N

LYONS ROAD

R/W LINE

EXIST

OF 18" RCP

CONST. 14 LF

OF 18" RCP

CONST. 12 LF

OF 18" RCP

CONST. 12 LF

WIDE FRENCH DRAIN

HDPE PIPE WITH 4'

NON-PERFORATED 18"

PIPE AND 10 LF OF

PERFORATED HDPE

CONST. 370 LF OF 18"

STAMPED CONCRETE

COLOR TREATED

PAVEMENT REMOVAL

TYPE F C&G

MODIFIED

TYPE F C&G

MODIFIED

PROP. R/W LINE

18"RCP

VALVE

ADJUST WATER

STA. 37+10.48, 14.30' (RT)

STAMPED CONCRETE

END COLOR TREATED

¢ LINE

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

90.00' (LT)

+45.92

65.00' (LT)

+33.27

79.00' (LT)

+95.92

54.00' (LT)

+83.26

76.10' (LT)

+44.39

65.10' (LT)

+94.39

55.50' (LT)

+93.35

54.00' (LT)

+70.35

6.50' (RT)

+10.26

73.00' (RT)

+18.40

61.06' (RT)

+18.40

34 35 36 37 38

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y P

L A

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D .d g

7:57:11 PM

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

P A

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ORID

A

Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

.0

.0

.0

.0

.0

.0

10 40

Feet

.0

.0

C E

E C

G

C

C E

C E

M D

ROADWAY PRODUCTION

MD

39 40 41 42 43 44

X-25

S-14 X-24

S-15

X-23

BFO (TO BE REMOVED)

EXISING PBC-TRAFFIC ITS

PULL BOX (TO BE REMOVED)

EXISING PBC-TRAFFIC ITS

TO BE REMOVED

(2) 2'' PVC ITS CONDUITS(PBC)

UG CABLE (COMCAST)

42'' DIP WM

12'' DIP FM

4'' PE GM (D) (FPUC)

(3) BT (AT&T)

(1) OT (AT&T)

THE 2-2" PVC

48 FSM FOC IN ONE OF

2-2" PVC CONDUIT WITH

VALVE

ADJUST WATER

23KV-BE (FPL)

N00°03'00"E PGL LT

EXIST C & G (TO REMAIN)

EXIST R/W LINE

(TO REMAIN)

EXIST FIRE HYDRANT

EXIST R/W LINE

LYONS ROAD

£ SURVEY LYONS ROAD

"R

C P

REMOVE EXIST C&G

TYPE F C&G

(TO REMAIN)

EXIST SIDEWALK

REMOVE EXIST SIDEWALK

PROPERTY LINE

36"RCP36"RCP

N00°57'00"W

(4" THICKNESS)

6' CONCRETE SIDEWALK

REMOVE EXIST C&G

RELOCATED

GAS MARKER TO BE

TO BE RELOCATED

EXIST LIGHT POLE

TO BE RELOCATED

EXIST LIGHT POLE

AND OVERBUILD

MILLING, RESURFACING,

N

10 40

Feet

OF 18" RCP

CONST. 14 LF

WIDE FRENCH DRAIN

HDPE PIPE WITH 4'

NON-PERFORATED 18"

PIPE AND 10 LF OF

PERFORATED HDPE

CONST. 370 LF OF 18"

LEGEND

WIDENING

PAVEMENT REMOVAL

TYPE F C&G

MODIFIED

PROP. R/W LINE

SOD

30'

PB 2, PG 45

EASEMENT

ROAD

EASEMENT

ROADWAY

EASEMENT

ROADWAY

ADJUST MH TOP

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

EXIST C & G (TO BE REMOVED)

54.00' (LT)

+30.00

54.00' (LT)

+60.00

EL 20.58 (±)

STA. 39+30.65, 16.12' (RT)

CONNECT TO EXIST C&G

END MODIFIED TYPE F C&G

EL 20.62(±)

3.44' (RT)

+80.48

EL 20.00 (±)

1.73' (RT)

+60.59

EL 19.95 (±)

19.51' (LT)

+60.65

EL 20.02 (±)

STA. 43+60.35, 11.45' (RT)

CONNECT TO EXIST C&G

BEGIN MODIFIED TYPE F C&G

EL 20.47 (±)

6.77' (lT)

+60.34

.2

.5

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y P

L A

N R

D .d g

7:58:15 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

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

.0

.0

.0

.0

.0

.0

.0

.0

TT

C O

M

M D

CE

C

T

C EC

EE

C

T

E

ROADWAY PRODUCTION

MD

45 46 47 48 49 19.86

X-26

X-27

(BFO) (TO BE REMOVED)

EXISING PBC-TRAFFIC ITS

LARGE PULL BOX (TO REMAIN)

EXISING PBC-TRAFFIC ITS

(BFO) (TO REMAIN)

EXISING PBC-TRAFFIC ITS

TO BE REMOVED

(2) 2'' PVC ITS CONDUITS(PBC)

12'' PVC FM

UG CABLE (COMCAST)

42'' DIP WM

12'' DIP FM

(3) BT (AT&T)

(1) OT (AT&T)

THE 2-2" PVC

48 FSM FOC IN ONE OF

2-2" PVC CONDUIT WITH

4'' PE GM (FPUC)

TO BE ADJUSTED

STORM-MH

23KV-BE (FPL)

N00°57'00"WN00°03'00"E

(TO REMAIN)

EXIST C & G

(TO REMAIN)

EXIST C & G

EXIST R/W LINE

£ SURVEY LYONS ROAD

"R

C P

LYONS ROAD

REMOVE EXIST C&G

TYPE F C&G

N00°03'00"E

(TO REMAIN)

EXIST C & G

(TO REMAIN)

EXIST SDEWALK

PGL LT

(TO REMAIN)

EXIST SIDEWALK

EXIST R/W LINE

REMOVE EXIST C&G TYPE F C&G

N00°57'00"W

AND OVERBUILD

MILLING, RESURFACING,

N

10 40

Feet

PROPERTY LINE

LEGEND

WIDENING

PAVEMENT REMOVAL

TYPE F C&G

MODIFIED

(TO REMAIN)

SIDEWALK

EXIST

R/W LINE

PROP.

SOD

£ SURVEY LYONS ROAD

STA. 46+99.89

OVERBUILD (LT) (SB LANES)

END MILLING, RESURFACING, AND

END WIDENING (LT)

END CONSTRUCTION

END PROJECT

STA 44+54.46, 47.13' (LT)

& PIPE RAIL

FLARED TRAILING ANCHORAGE

END GUARDRAIL W/

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

COMPLETED BY WATER UTILITY DEPARTMENT (WUD) SEPARATELY

ANY WORK FOR PBC WATER UTILITY FACILITIES SHALL BE

79.00' (LT)

+64.87

54.00' (LT)

+64.87

54.98' (LT)

+41.70

STA. 44+64.87, 52.95 (LT)

CONNECT TO EXIST SIDEWALK

END OF SIDEWALK

EL 19.86 (±)

STA. 46+99.89, 12.43' (LT)

CONNECT TO EXIST C & G

END MODIFIED TYPE F C & G

¬ = 01° 00' 00"

12.41' (LT)

PI STA. 46+67.22

EL 19.30 (±)

STA. 46+99.86, 40.85' (LT)

CONNECT TO EXIST C & G

END TYPE F C & G

EL 20.02 (±)

STA. 43+60.35, 11.45' (RT)

CONNECT TO EXIST C&G

BEGIN MODIFIED TYPE F C&G

EL 20.35 (±)

1.88' (LT)

+40.35

EL 19.90 (±)

12.43' (LT)

+90.35

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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

11/13/2025Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y P

L A

N R

D .d g

7:59:30 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

2020110

PROJECT NO.

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: PBV

CHECKED: MK

DATE:11/13/2025

M A

T C

H

L I N

E

S

T A

.0

.0

.0

.0

.0

Mohammad Khan

Q

P r o j e c t s

L y o n s

B o y n t o n

B c h r o a d w a y P

R O

F R

D .d g n

7:59:34 PM

Seal:

RevisionsNo. SCALE:

V 1''=4' H 1''=40'

APPROVED:MA

DRAWN:

CHECKED:

DATE:

2018503

PROJECT NO.

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

P A

L M

BE

ACH

Y T

N U

OC

F L

ORID

A

SHEET:

OF:

DateBy

ROADWAY PROFILE

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS 48

P.E# 61600

MAJHARUL ALAM

11/13/2025

11/13/2025

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ARB

MK

PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

P I

.0

E L

.2

(+) 0.377% (-) 0.301%

EXIST EOP EL LT (TYP)

PROP EOP EL LT (TYP)

.7

.1

.9

.6

.1

.5

.3

.0

PROJECT #2018503

COORDINATE WITH PBC

STA. 268+00.00

£ SURVEY LYONS ROAD

PAVEMENT PROFILE (LT)

BEGIN PROP. EDGE OF

AT SAWCUT LINE

EXIST. GROUND PROFILE

PROFILE (LT)

PROP. EDGE OF PAVEMENT

.4

.8

P I

.1

E L

.1

(-) 0.301% (+) 0.308%

.3

.2

.5

.8

.1

.4

.7

.6

.8

.1

.5

.8

EXIST EOP EL LT (TYP)

PROP EOP EL LT (TYP)

AT SAWCUT LINE

EXIST. GROUND PROFILE

PROFILE (LT)

PROP. EDGE OF PAVEMENT

.4

.8

.5

.9

267+00 268+00 269+00 270+00 271+00

272+00 273+00 274+00 275+00 276+00 277+00

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

Q

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L y o n s

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7:59:35 PM

Seal:

RevisionsNo. SCALE:

V 1''=4' H 1''=40'

APPROVED:MA

DRAWN:

CHECKED:

DATE:

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

P A

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BE

ACH

Y T

N U

OC

F L

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A

SHEET:

OF:

DateBy

ROADWAY PROFILE

LYONS RD. AND BOYNTON BEACH BLVD

INTERSECTION IMPROVEMENTS…