2018503 Roadway Plans - Part 1 of 4.pdf

ROADWAY PRODUCTION

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BEGIN PROJECT

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GOVERNING STANDARD PLANS:

GOVERNING STANDARD SPECIFICATIONS:

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.

APPROVED BY: MAJHARUL ALAM, P.E.

DATE:

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

LENGTH OF PROJECT

EXCEPTIONS

EXCEPTIONS

NGVD 1929 DATUM ELEVATION - 1.53 = NAVD 1988 DATUM ELEVATION

PLANS WERE PREPARED BASED ON THE NAVD 1988 DATUM

DISTRICT 6

DISTRICT 4

DISTRICT 2

DISTRICT 1

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DISTRICT 7

DISTRICT 5

DISTRICT 3

PROJECT NO. 2018503

BOARD OF COUNTY COMMISSIONERS

LYONS ROAD

STATE OF FLORIDA

COUNTY OF PALM BEACHCONTRACT PLANS COMPONENTS

INDEX OF ROADWAY PLANS

SIGNALIZATION PLANS

SIGNING AND PAVEMENT MARKING PLANS (FOR INFORMATION PURPOSE ONLY)

ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

LENGTH OF PROJECT

LINEAR FEET

16839.70

MILES

ROADWAY

BRIDGES

NET LENGTH OF PROJECT

GROSS LENGTH OF PROJECT

16839.70

16839.70

3.189

3.189

3.189

STA. 38+30.00

END PROJECT

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STA 279+31.10 =

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, FY2023-24 Standard Plans for Road

PROJECT LENGTH IS BASED ON ¡ OF CONSTRUCTION

GREGG K. WEISS

ROADWAY PLANS

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

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

shall conform with the latest FDOT Standard Plans and latest M.U.T.C.D. and for this project. All materials and construction within P.B.C. Right-Of-Way

Governing Specifications are contained in the contract documents

3/9/2026

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L.W.D.D L-30

L.W.D.D L-29

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L.W.D.D L-27

L.W.D.D L-26

L.W.D.D L-25

L.W.D.D L-24

JOEL FLORES

BOBBY POWELL, Jr.

MARIA SACHS

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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

3/9/2026MohammadKhan 8:42:46 AM

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

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ORID

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026

KEYSHEET

FINAL SUBMITTAL

MAYOR

SARA BAXTER

MARIA G. MARINO

VICE MAYOR

MARCI WOODWARD

1 KEY SHEET

2 SUMMARY OF PAY ITEMS

3-11 DRAINAGE MAP

12 NOTES TO REVIEWER

13-18 TYPICAL SECTION

19-20 GENERAL NOTES

21 - 51 ROADWAY PLAN

53 - 79 ROADWAY PROFILE

80 DRIVEWAY PROFILE

81 PBC ITS PROFILE AT LWDD CANAL

82-95 ROADWAY DRAINAGE STRUCTURES

96 BOX CULVERT EXTENSION DETAILS

97-99 CANAL CROSS SECTION

100-180 CROSS SECTIONS

181-185 TREE DISPOSITION CHARTS

186-216 TREE DISPOSITION PLANS

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.

SUMMARY OF PAY ITEMS

ITEM COVERS ALL REINFORCEMENT.ITEM 415-1-1

ITEM COVERS THE COST OF CONCRETE FOR BOX CULVERT AND HEALWALLITEM 400-4-1

THIS PAY ITEM. INCLUDES COST OF CONCRETE SLABS.

THE COST OF DETECTABLE WARNING SURFACES AND ADA RAMPS ARE INCLUDED IN THE COST OF ITEM 32-33

INCLUDES THE COST OF CURB PAD, DROP CURB, AND MODIFIED TYPE F CURB AND GUTTER.ITEM 31

OF INLET SHALL INCLUDE THE COST OF APRON AT TRIANGULAR SLOT AS SHOWN IN PLAN

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

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 15-28

EXISTING PAVEMENT.

OF EXISTING RPM'S, SAWCUTTING AND REMOVAL OF EXISTING ASPHALT AT BUTT JOINT, TIE-IN

INCLUDES BITUMINOUS MATERIAL, PRIME COAT AND TACK COAT, AS REQUIRED. INCLUDES REMOVAL ITEM 13

INCLUDES 12" THICK COMPACTION OF SUBGRADE PER FDOT STANDARDS.ITEM 10

OR AS DIRECTED BY THE ENGINEER AND CAPPING IRRIGATION SYSTEM.

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

SUMMARY OF PAY ITEMS

ROADWAY ITEMS

ITEM NO

ITEM NUMBER

FDOT PAY

ITEM DESCRIPTION UNITS QTY

1 0101 1 MOBILIZATION LS 1.00

2 0102 1 MAINTENANCE OF TRAFFIC (INCLUDING PED. MOT) LS 1.00

3 0110 1 1 CLEARING AND GRUBBING LS 1.00

4 104 11 FLOATING TURBIDITY BARRIER LF 35.00

5 0104 18 INLET PROTECTION SYSTEM EA 84.00

6 0120 1 REGULAR EXCAVATION CY 20779.00

7 0120 6 EMBANKMENT (COMPACTED IN PLACE) CY 1568.00

8 N/A CANAL EXCAVATION CY 287.00

9 N/A CANAL EMBANKMENT (COMPACTED IN PLACE) CY 359.00

10 0285 713 OPTIONAL BASE, BASE GROUP 13 SY 33613.00

11 286 702 OPTIONAL BASE, BASE GROUP 02 sy 55.00

12 0327 70 1 MILL EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 98551.00

13 0334 1 13 SUPERPAVE ASPHALT CONCRETE (TRAFFIC C) TN 2774.40

14 0337 7 82 ASPHALT CONCRETE FRICTION COURSE (1.0") (FC-9.5) TN 7268.70

15 0400 4 1 CONCRETE CLASS IV, CULVERTS CY 68.40

16 0415 1 1 REINFORCING STEEL-ROADWAY LB 15390.00

17 0425 1351 INLETS (CURB)(TYPE P-5) EA 2.00

18 0425 1355 INLETS (CURB)(TYPE P-5 )(PARTIAL) EA 12.00

19 0425 1361 INLETS (CURB)(TYPE P-6 ) EA 1.00

20 0425 1365 INLETS (CURB)(TYPE P-6 )(PARTIAL) EA 19.00

21 0425 1525 INLETS (DITCH BOTTOM)(TYPE C)(PARTIAL) EA 1.00

22 0425 1545 INLETS (DITCH BOTTOM)(TYPE D)(PARTIAL) EA 3.00

23 0425 2 43 MANHOLE TYPE P-7 (PARTIAL) EA 2.00

24 0425 4 ADJUST INLETS EA 3.00

25 425 5 ADJUST DRAINAGE MANHOLE EA 2.00

26 N/A YARD DRAIN EA 19.00

27 0430 175112 CONCRETE PIPE CULVERT (12") LF 76.00

28 0430 175118 CONCRETE PIPE CULVERT (18") LF 13.00

29 N/A STORM SEWER PUMPING (EXIST.) (24" OR LESS) (SEE SP'S) LF 7,882.00

30 N/A STORM SEWER PUMPING (EXIST.) (>24" TO 48") (SEE SP'S) LF 7,292.00

31 0520 1 10 CONCRETE CURB & GUTTER (TYPE F) LF 36182.00

32 0522 1 CONCRETE SIDEWALK (4" THICK) SY 143.00

33 0522 2 CONCRETE SIDEWALK & DRIVEWAY (6" THICK) SY 379.00

34 0570 1 2 SODDING SY 34859.00

35 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 82.00

36 0630 2 11 2A 2 - 2" PVC CONDUITS (SCH 40) ( OPEN TRENCH ) LF 8519.00

37 0630 2 12 2 2 2 - 2" PVC CONDUITS (SCH 40) (DIRECTIONAL BORE) LF 1209.00

38 633-1-121 FIBER OPTIC CABLE, F&I UNDERGROUND 2-12 FSM FIBRES LF 1000.00

39 0633 1122 FIBER OPTIC CABLE, F&I, UNDERGROUND,13-48 FIBERS LF 18000.00

40 633-2-31 FIBER OPTIC CONNECTION, INSTALL , SPLICE EA 4.00

41 633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 4.00

42 0635-2-11 PULL BOX (SMALL) EA 14.00

43 0635-2-15 PULL BOX (LARGE) EA 8.00

PBCWUD ITEMS

ITEM NO ITEM DESCRIPTION UNITS QTY

44 0425 6 ADJUST VALVE BOXES EA 46.00

CONTIGENCY ITEMS

ITEM NO ITEM DESCRIPTION UNITS QTY

45 0121 70 FLOWABLE FILL CY 50.00

46 0102 14 TRAFFIC CONTROL OFFICER (NON MOT) HR 40.00

47 0102 99 CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) ED 7.00

48 N/A STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) LF 7,892.00

49 N/A STORM SEWER CLEANING (EXIST.) (> 24" to 48") (SEE SP'S) LF 7,292.00

50 N/A BOX CULVERT CLEANING (EXIST.) (10'X6') (SEE SP'S) LF 98.00

51 N/A

/DRAINAGE INSTALLATION

SUPPORT EXISTING UTILITIES DURING PROPOSED UTILITIES

LF 500.00

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PROPEL ENGINEERING, LLC.

WEST PALM BEACH, FLORIDA 33411

2711 N VISTA PARKWAY, SUITE B-7

FLORIDA BUSINESS CERT. NO. 31050

PHONE (561) 866-5730

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d r o a d w a y

C E

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.d g n

3:32:02 PM

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

P A

L M

BE

ACH

Y T

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OC

F L

ORID

A

Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

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

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026 SUMMARY OF PAY ITEMS

ITEM COVERS ALL REINFORCEMENT.ITEM 415-1-1

ITEM COVERS THE COST OF CONCRETE FOR BOX CULVERT AND HEALWALLITEM 400-4-1

THIS PAY ITEM. INCLUDES COST OF CONCRETE SLABS.

THE COST OF DETECTABLE WARNING SURFACES AND ADA RAMPS ARE INCLUDED IN THE COST OF ITEM 32-33

INCLUDES THE COST OF CURB PAD, DROP CURB, AND MODIFIED TYPE F CURB AND GUTTER.ITEM 31

OF INLET SHALL INCLUDE THE COST OF APRON AT TRIANGULAR SLOT AS SHOWN IN PLAN

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

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 15-28

EXISTING PAVEMENT.

OF EXISTING RPM'S, SAWCUTTING AND REMOVAL OF EXISTING ASPHALT AT BUTT JOINT, TIE-IN

INCLUDES BITUMINOUS MATERIAL, PRIME COAT AND TACK COAT, AS REQUIRED. INCLUDES REMOVAL ITEM 13

INCLUDES 12" THICK COMPACTION OF SUBGRADE PER FDOT STANDARDS.ITEM 10

OR AS DIRECTED BY THE ENGINEER AND CAPPING IRRIGATION SYSTEM.

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

SUMMARY OF PAY ITEMS

ROADWAY ITEMS

ITEM NO

ITEM NUMBER

FDOT PAY

ITEM DESCRIPTION UNITS QTY

1 0101 1 MOBILIZATION LS 1.00

2 0102 1 MAINTENANCE OF TRAFFIC (INCLUDING PED. MOT) LS 1.00

3 0110 1 1 CLEARING AND GRUBBING LS 1.00

4 104 11 FLOATING TURBIDITY BARRIER LF 35.00

5 0104 18 INLET PROTECTION SYSTEM EA 84.00

6 0120 1 REGULAR EXCAVATION CY 20779.00

7 0120 6 EMBANKMENT (COMPACTED IN PLACE) CY 1568.00

8 N/A CANAL EXCAVATION CY 287.00

9 N/A CANAL EMBANKMENT (COMPACTED IN PLACE) CY 359.00

10 0285 713 OPTIONAL BASE, BASE GROUP 13 SY 33613.00

11 286 702 OPTIONAL BASE, BASE GROUP 02 sy 55.00

12 0327 70 1 MILL EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 98551.00

13 0334 1 13 SUPERPAVE ASPHALT CONCRETE (TRAFFIC C) TN 2774.40

14 0337 7 82 ASPHALT CONCRETE FRICTION COURSE (1.0") (FC-9.5) TN 7268.70

15 0400 4 1 CONCRETE CLASS IV, CULVERTS CY 68.40

16 0415 1 1 REINFORCING STEEL-ROADWAY LB 15390.00

17 0425 1351 INLETS (CURB)(TYPE P-5) EA 2.00

18 0425 1355 INLETS (CURB)(TYPE P-5 )(PARTIAL) EA 12.00

19 0425 1361 INLETS (CURB)(TYPE P-6 ) EA 1.00

20 0425 1365 INLETS (CURB)(TYPE P-6 )(PARTIAL) EA 19.00

21 0425 1525 INLETS (DITCH BOTTOM)(TYPE C)(PARTIAL) EA 1.00

22 0425 1545 INLETS (DITCH BOTTOM)(TYPE D)(PARTIAL) EA 3.00

23 0425 2 43 MANHOLE TYPE P-7 (PARTIAL) EA 2.00

24 0425 4 ADJUST INLETS EA 3.00

25 425 5 ADJUST DRAINAGE MANHOLE EA 2.00

26 N/A YARD DRAIN EA 19.00

27 0430 175112 CONCRETE PIPE CULVERT (12") LF 76.00

28 0430 175118 CONCRETE PIPE CULVERT (18") LF 13.00

29 N/A STORM SEWER PUMPING (EXIST.) (24" OR LESS) (SEE SP'S) LF 7,882.00

30 N/A STORM SEWER PUMPING (EXIST.) (>24" TO 48") (SEE SP'S) LF 7,292.00

31 0520 1 10 CONCRETE CURB & GUTTER (TYPE F) LF 36182.00

32 0522 1 CONCRETE SIDEWALK (4" THICK) SY 143.00

33 0522 2 CONCRETE SIDEWALK & DRIVEWAY (6" THICK) SY 379.00

34 0570 1 2 SODDING SY 34859.00

35 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 82.00

36 0630 2 11 2A 2 - 2" PVC CONDUITS (SCH 40) ( OPEN TRENCH ) LF 8519.00

37 0630 2 12 2 2 2 - 2" PVC CONDUITS (SCH 40) (DIRECTIONAL BORE) LF 1209.00

38 633-1-121 FIBER OPTIC CABLE, F&I UNDERGROUND 2-12 FSM FIBRES LF 1000.00

39 0633 1122 FIBER OPTIC CABLE, F&I, UNDERGROUND,13-48 FIBERS LF 18000.00

40 633-2-31 FIBER OPTIC CONNECTION, INSTALL , SPLICE EA 4.00

41 633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 4.00

42 0635-2-11 PULL BOX (SMALL) EA 14.00

43 0635-2-15 PULL BOX (LARGE) EA 8.00

PBCWUD ITEMS

ITEM NO ITEM DESCRIPTION UNITS QTY

44 0425 6 ADJUST VALVE BOXES EA 46.00

CONTIGENCY ITEMS

ITEM NO ITEM DESCRIPTION UNITS QTY

45 0121 70 FLOWABLE FILL CY 50.00

46 0102 14 TRAFFIC CONTROL OFFICER (NON MOT) HR 40.00

47 0102 99 CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) ED 7.00

48 N/A STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) LF 7,892.00

49 N/A STORM SEWER CLEANING (EXIST.) (> 24" to 48") (SEE SP'S) LF 7,292.00

50 N/A BOX CULVERT CLEANING (EXIST.) (10'X6') (SEE SP'S) LF 98.00

51 N/A

/DRAINAGE INSTALLATION

SUPPORT EXISTING UTILITIES DURING PROPOSED UTILITIES

LF 500.00

120 125 130

2605N0°23'30"W

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¡ CONST LYONS ROAD

STA. 119+21.40

BEGIN PROJECT

VALENCIA BAY

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0 50

LEGEND

BOUNDARY

DRAINAGE

DRAINAGE SEGMENT 1

VALENCIA BAY

EXIST R/W LINE

EXIST R/W LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE

£ SURVEY LYONS ROAD

X-104 X-106

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S-2 S-3

X-101

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EXIST 30'' RCP

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EXIST 36'' RCP

DRAINAGE SEGMENT 1

(6.73 AC)

: DRAINAGE EASEMENTD.E.

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L.W.D.D. L-30 CANAL

54.70' ROW

L.W.D.D. L-30 CANAL

65.26' ROW

LYONS ROAD

ROADWAY PRODUCTION

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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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e d r m p r d .d g n

8:43:56 AM

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

P A

L M

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ACH

Y T

N U

OC

F L

ORID

A

Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# x xx

2018503

PROJECT NO.

LYONS ROAD

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

DRAINAGE MAP

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026

.7

P I

.1

E

L

.1

0.

4% (-) 0.640%

350' V.C.

P I

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¡ CONST LYONS ROAD

STA. 119+21.40

BEGIN PROJECT

PERSONNEL WITH DRAINAGE CONCERNS.

PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE

NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR

1"=5' VERTICAL

SCALE: 1"=200' HOROZINTAL

(FOR REFERENCE ONLY)

FROM RECORD PLANS

HISTORICAL PGL PROFILE

120+00.00 125+00.00 130+00.00

IS 16.00 NGVD.

THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL

STORM LEVEL IS 19.26 NGVD FOR DRAIANGE SEGEMENT 1.

NOTE: THE PRELIMINARY FLOOD ROUTING 25 YR, 3 DAY

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¡ CONST LYONS ROAD

STA. 119+21.40

BEGIN PROJECT

PERSONNEL WITH DRAINAGE CONCERNS.

PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE

NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR

1"=5' VERTICAL

SCALE: 1"=200' HOROZINTAL

(FOR REFERENCE ONLY)

FROM RECORD PLANS

HISTORICAL PGL PROFILE

120+00.00 125+00.00 130+00.00

IS 16.00 NGVD.

THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL

STORM LEVEL IS 19.26 NGVD FOR DRAIANGE SEGEMENT 1.

NOTE: THE PRELIMINARY FLOOD ROUTING 25 YR, 3 DAY

18.3818.40

18.90

18.68

18.45

18.75

135 140 145 150 155 160

S D

S D

S D

S D S D

S D

18.51

19.48 19.65

19.29

19.57 19.62

45.3916°

45.3916°

E

E E

T T

8" 9"

5"

56.56'N44.61°E

56.56'N44.61°E

W A T E R

W A T E R

W A T E R W A T E R

U U

W A T E R

W A T E R

W A T E R

W A T E R

S A

N

E L

E C

W A T E R

S D

S D

S D

S D S D

S D

W A

T E

R

LEGEND

BOUNDARY

DRAINAGE

LEGEND

BOUNDARY

DRAINAGE

DRAINAGE SEGMENT 1 DRAINAGE SEGMENT 2

VALENCIA BAY

EXIST R/W LINE

PROPERTY LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

PROPERTY LINE

PROPERTY LINE

EXIST R/W LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

¡ CONST LYONS ROAD

£ SURVEY LYONS ROAD

N

Feet

0 50

X-109

X-111

X-110

X-113

X-112

X-114

X-115

X-116

X-117

X-118

X-119

X-120

X-124

X-121X-122

X-123 X-126

X-125

S-7S-6 S-8S-5

S-4

S-9A

S-8A

FUTURE FLAVOR PICT ROAD

EXIST 24'' RCP

25' D.E.

(6.73 AC) (8.29 AC)

: DRAINAGE EASEMENTD.E.

F L

A V

O R

P I C

T

R

D

L .W .D .D

L

C

A N

A L

VALENCIA COVE

L .W .D .D

L

C

A N

L.W.D.D. L-29 CANAL

66' ROW

70' ROW

B L

M

U N

T A

V

LYONS ROAD

ROADWAY PRODUCTION

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e d r m p r d .d g n

8:44:28 AM

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# x xx

2018503

PROJECT NO.

LYONS ROAD

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

DRAINAGE MAP

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026PGL LTPGL RTP

I

.0

E

L

.2

(+) 0.3 00% (-) 0.300%

P I

.0

E

L

.5

(-) 0.300% (+) 0.3 57%

P I

.0

E

L

.0

(+) 0.3 57% (-) 0.300%

P I

.0

E

L

.8

(-) 0.300% (+) 0.3 09%

P I

.0

E

L

.9

(+) 0.3 09% (-) 0.300%

P I

.0

E

L

.0

(-) 0.300% (+) 0.3 00%

P I

.0

E

L

.9

(+) 0.3 00% (-) 0.390%

(-) 0.390%

DRAINAGE MAP PROFILESROADWAY PROFILES (PGL)

M

A T

C H

L I N

E

.0

M A

T C

H

L I N

E

.0

PERSONNEL WITH DRAINAGE CONCERNS.

PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE

NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR

(FOR REFERENCE ONLY)

FROM RECORD PLANS

HISTORICAL PGL PROFILE

135+00.00 140+00.00 145+00.00 150+00.00 155+00.00 160+00.00

IS 16.00 NGVD.

THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL

AND 19.19 NGVD FOR DRAINAGE BASIN 2.

STORM LEVEL IS 19.26 NGVD FOR DRAINAGE BASIN 1

165 170 175 180 185

G

G

G

N00°26'28"WN00°23'30"W

E L

E C

S A

N

E L

E C

W A T E R

W A T E R

N P

W

N P

W

N P

W N P

W

W A T E R

S A

N

W A T E R

W A T E R

N P

W

LEGEND

BOUNDARY

DRAINAGE

LEGEND

BOUNDARY

DRAINAGE

VALENCIA COVE

DRAINAGE SEGMENT 2

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINEPROPERTY LINE

EXIST R/W LINE

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

EXIST R/W LINE

PROPERTY LINE

EXIST R/W LINE

DRAINAGE SEGMENT 3

R/W LINE

EXIST

EXIST R/W LINE

EXIST R/W LINE

£ SURVEY LYONS ROAD

N

Feet

0 50

X-128

X-127 X-129

X-132

X-131

X-134

X-133 X-135

X-136

X-137

X-138

X-139

X-141

X-140 X-142

X-130 X-143 S-9

S-10 S-11

S-13

S-14

S-12 S-15

S-16

S-9A S-14A S-15A

EXIST 30'' RCP

20' D.E. 20' D.E.

EXIST 36'' RCP EXIST 36'' RCP

20' D.E.

: DRAINAGE EASEMENTD.E.

VALENCIA COVE

L .W .D .D

L

C

A N

A L

M A

L E

A R

P

A

M

L.W.D.D. L-28 CANAL

80' ROW

L.W.D.D. L-28 CANAL

76.40' ROW

L .W .D .D

L

C

A N

A L

LYONS ROAD

(8.29 AC) (6.63 AC)

D26'28"W D26'28"W

ROADWAY PRODUCTION

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e d r m p r d .d g n

8:45:04 AM

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# x xx

2018503

PROJECT NO.

LYONS ROAD

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

DRAINAGE MAP

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026PGL LTPGL RTP

I

.0

E

L

.7

(-) 0.390% (+) 0.3 01%

P I

.0

E

L

.2

(+) 0.3 01% (-) 0.376%

P I

.0

E

L

.8

(-) 0.376% (+) 0.3 15%

P I

.8

E

L

.7

(+) 0.3 15% (-) 0.565%

P I

.6

E

L

.6

(-) 0.565% (+) 0.3

00%

P I

.6

E

L

.3

(+) 0.3 00%

(-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00%

(+) 0.3 00%

DRAINAGE MAP PROFILESROADWAY PROFILES (PGL)

M

A T

C H

L I N

E

.0

M A

T C

H

L I N

E

.0

PERSONNEL WITH DRAINAGE CONCERNS.

PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE

NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR

(FOR REFERENCE ONLY)

FROM RECORD PLANS

HISTORICAL PGL PROFILE

165+00.00 170+00.00 175+00.00 180+00.00 185+00.00

IS 16.00 NGVD.

THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL

AND 19.64 NGVD FOR DRAINAGE BASIN 3.

STORM LEVEL IS 19.19 NGVD FOR DRAINAGE BASIN 2

190 195 200 205 210 215

D

S D

S D

19.11

19.05

19.08

TT

TT

T

T

T

R

TV

T T

E

E

M

M

TV

w w w w

GG

X

X

X

X

MH

T

MH

T T

T

6"

T

T

T

T

T T

6"

20"

20" 20" w w

W A T E R

W A T E R

W A T E R

W A T E R

S A

N

W A T E R

W A T E R

S A

N

W A T E R

S D

S D

S D

W A T E R

W A

T E

R

W A

T E

R

VALENCIA COVE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

EXIST R/W LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINEEXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

PROPERTY LINE

EXIST R/W LINE

PROPERTY LINE

DRAINAGE SEGMENT 3

DRAINAGE SEGMENT 4

LEGEND

BOUNDARY

DRAINAGE

LEGEND

BOUNDARY

DRAINAGE

£ SURVEY LYONS ROAD

£ SURVEY LYONS ROAD

N

Feet

0 50

X-145

X-146

X-148

X-147

X-150

X-149 X-151

X-152

X-153

X-155

X-154

X-157

X-156

X-158 X-144

S-17

S-18

S-19 S-21

S-22

S-23

S-24

S-25

S-26 S-27S-20S-18A

S-24A S-26A S-27A

S-23A S-17A

(6.63 AC)

(6.90 AC)

: DRAINAGE EASEMENTD.E.

L .W .D .D

L

C

A N

A L

M E

A D

O W

L

A K

L.W.D.D. L-27 CANAL

L.W.D.D. L-27 CANAL

52.44' ROW

L .W .D .D

L

C

A N

A L

LYONS ROAD

ROADWAY PRODUCTION

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e d r m p r d .d g n

8:45:41 AM

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# x xx

2018503

PROJECT NO.

LYONS ROAD

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

DRAINAGE MAP

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026

P I

.6

E

L

.3

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00%

P I

.1

E

L

.7

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00%

P I

.6

E

L

.3

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00%

P I

.6

E

L

.3

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00%

P I

.6

E

L

.3

(+) 0.3 00% (-) 0.300%

M A

T C

H

L I N

E

.0

M A

T C

H

L I N

E

.0

PERSONNEL WITH DRAINAGE CONCERNS.

PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE

NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR

(FOR REFERENCE ONLY)

FROM RECORD PLANS

HISTORICAL PGL PROFILE

10 190+00.00 195+00.00 200+00.00 205+00.00 210+00.00 215+00.00

IS 16.00 NGVD.

THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL

AND 19.56 FOR DRAINAGE BASIN 4.

STORM LEVEL IS 19.64 NGVD FOR DRAINAGE BASIN 3

NOTE: THE PRELIMINARY FLOOD ROUTING 25YR, 3 DAY

220 225 230 235 240 245

D

S D w

3"

3"

3"

3"

MH

3"

W A T E R

S A

N

W A T E R

W A T E R

W A T E R

W A T E R

S D

S D

W A T E R

W A T E R

W A T E R

W A T E R

S A

N

W A T E R

W A T E R

W A T E R

E L

E C

W A

T E

R

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

LEGEND

BOUNDARY

DRAINAGE

LEGEND

BOUNDARY

DRAINAGE

EXIST R/W LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

DRAINAGE SEGMENT 4

DRAINAGE SEGMENT 5

£ SURVEY LYONS ROAD

N

Feet

0 50

X-159

X-160

X-162

X-161

X-163

X-164

X-165

X-166

X-167

X-169

X-168 X-170

X-172

X-171

S-28

S-29

S-30

S-31

S-32

S-33

S-34

S-35S-29A

S-35A

S-34A

EXIST 48'' RCP

10' D.E.

D .E

(6.90 AC)

(6.80 AC)

: DRAINAGE EASEMENTD.E.

L .W .D .D

L

C

A N

A L

L A

K E

R

O Y

A L

R

D

L .W .D .D

L

C

A N

L.W.D.D. L-26 CANAL

76.40' ROW

L.W.D.D. L-26 CANAL

50' ROW

LYONS ROAD

C A

N Y

O N

L

A K

ROADWAY PRODUCTION

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e d r m p r d .d g n

8:46:12 AM

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# x xx

2018503

PROJECT NO.

LYONS ROAD

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

DRAINAGE MAP

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026

(-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00%

P I

.6

E

L

.9

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00%

P I

.6

E

L

.3

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00%

P I

.6

E

L

.3

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.3 00% (+) 0.3

00%

M A

T C

H

L I N

E

.0

M A

T C

H

L I N

E

.0

PERSONNEL WITH DRAINAGE CONCERNS.

PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE

NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR

(FOR REFERENCE ONLY)

FROM RECORD PLANS

HISTORICAL PGL PROFILE

10 220+00.00 225+00.00 230+00.00 235+00.00 240+00.00 245+00.00

IS 16.00 NGVD.

THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL

AND 19.56 NGVD FOR DRAINAGE BASIN 5.

STORM LEVEL IS 19.56 NGVD FOR DRAINAGE BASIN 4

245 250 255 260 265 270

D

S D

S D

S D

.7

.5

.8

.9

.8

.7

.2

.0

.2

.9

.0

.7

W A T E R

U

U

S 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

W A T E R

W A T E R

S A

N

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

W A T E R

S D

S D

S D

S D

W A

T E

R

LEGEND

BOUNDARY

DRAINAGE

LEGEND

BOUNDARY

DRAINAGE

PROPERTY LINE

PROPERTY LINE

EXIST R/W LINE

EXIST R/W LINE

PROPERTY LINE

EXIST R/W LINE

PROPERTY LINE

PROPERTY LINEPROPERTY LINE

PROPERTY LINE

PROPERTY LINE

DRAINAGE SEGMENT 5 DRAINAGE SEGMENT 6

EXIST R/W LINE

£ SURVEY LYONS ROAD

N

Feet

0 50

X-173

X-174

X-175

X-176

X-177 X-178

X-179

X-180 X-181

X-182

X-183 X-185

X-186

X-184 X-187

X-188

EXIST 54'' RCP

20' D.E.

(6.80 AC) (6.96 AC)

: DRAINAGE EASEMENTD.E.

L .W .D .D

L

C

A N

A L

L .W .D .D

L

C

A N

L.W.D.D. L-25 CANAL

L.W.D.D. L-25 CANAL

65.64' ROW

LYONS ROAD

C O

N N

E C

T O

R

R

D

ROADWAY PRODUCTION

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e d r m p r d .d g n

8:46:49 AM

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# x xx

2018503

PROJECT NO.

LYONS ROAD

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

DRAINAGE MAP

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026

P I

.6

E

L

.3

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.4

(-) 0.300% (+) 0.

400%

P I

.6

E

L

.6

(+) 0.

400% (-) 0.300%

P I

.1

E

L

.8

(-) 0.300% (+) 0.3 00%

P I

.6

E

L

.7

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.8

(-) 0.300% (+) 0.3 00%

P I

.6

E

L

.7

(+) 0.3 00% (-) 0.300%

P I

.6

E

L

.8

(-) 0.300% (+) 0.3 60%

P I

.6

E

L

.8

(+) 0.3 60% (-) 0.300%

P I

.6

E

L

.8

(-) 0.300% (+) 0.3 00%

M A

T C

H

L I N

E

.0

M A

T C

H

L I N

E

.0

PERSONNEL WITH DRAINAGE CONCERNS.

PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE

NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR

(FOR REFERENCE ONLY)

FROM RECORD PLANS

HISTORICAL PGL PROFILE

10 250+00.00 255+00.00 260+00.00 265+00.00 270+00.00

IS 16.00 NGVD.

THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL

AND 19.94 NGVD FOR DRAINAGE BASIN 6.

STORM LEVEL IS 19.56 NGVD FOR DRAINAGE BASIN 5

30 35

S D

S D

.0

.3

.5

.1

.8

.5

.9

.5

.0

.6

.6

.4

TRACT B-1

50' L.B.E.

TRACT B-1

25' L.B.E.

W A T E R

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

W. LINE OF BLOCK 50

E. LINE OF BLOCK 51

LEGEND

BOUNDARY

DRAINAGE

LEGEND

BOUNDARY

DRAINAGE

DRAINAGE SEGMENT 6

EXIST R/W LINE

PROPERTY LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

EXIST R/W LINE

£ SURVEY LYONS ROAD

N

Feet

0 50

X-189 X-190

X-191

X-193X-192

X-194

(6.96 AC)

: DRAINAGE EASEMENTD.E.

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£ SURVEY AND ¡ CONST LYONS ROAD

STA. 279+31.10, 3.57' LT

£ SURVEY AND ¡ CONST LYONS ROAD =

STA. 30+00.00

£ SURVEY AND ¡ CONST LYONS ROAD

STA. 38+30.00

END MILLING & RESURFACING

END CONSTRUCTION

£ SURVEY AND ¡ CONST LYONS ROAD

STA. 279+31.10, 3.57' LT

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

98.88' ROW

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

98.88' ROW

LYONS ROAD

TRACT B-1

50' L.B.E.

TRACT B-1

25' L.B.E.

ROADWAY PRODUCTION

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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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e d r m p r d .d g n

8:47:15 AM

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# x xx

2018503

PROJECT NO.

LYONS ROAD

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

DRAINAGE MAP

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026

(+) 0.3 00%

(+) 0.3 00%

.5

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T C

H

L I N

E

.0

PERSONNEL WITH DRAINAGE CONCERNS.

PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION

CONSTRUCTION PURPOSES. THIS SHEET IS IN THE

NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR

(FOR REFERENCE ONLY)

FROM RECORD PLANS

HISTORICAL PGL PROFILE

275+00.00

STORM LEVEL IS 19.94 NGVD FOR DRAINAGE BASIN 6.

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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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e S

U M

D R

D .d g n

8:47:17 AM

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

P A

L M

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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

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

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026 SUMMARY OF DRAINAGE STRUCTURES

X-101

X-102

X-103

X-104

X-105

X-106

X-107

X-108

X-109

BOTTOM ELV. = 7.27

INVERT ELEV. S = 9.28

INVERT ELEV. N = 9.32

RIM ELEV. = 18.12

DBI TYPE "P-X"

STA. 534+35.69 (47.88' RT)

X-110

BOTTOM ELV. = 8.00

INVERT ELEV. W = 10.61

INVERT ELEV. S = 9.94

INVERT ELEV. N = 10.22

RIM ELEV. = 17.62

DBI TYPE "P-X"

STA. 537+24.36 (56.05' RT)

X-111

X-112

X-113

X-114

INVERT ELEV. = 10.50

TOP = 20.88

MANHOLE

STA. 542+83.18 (58.68' RT)

X-115

X-116

INVERT ELEV. E = 13.16

INVERT ELEV. N = 13.14

TOP = 21.31

MANHOLE

STA. 543+59.49 (5.86' RT)

X-117

X-118

BOTTOM ELEV. = 12.01

INVERT ELEV. W = 14.01

INVERT ELEV. S = 14.00

INVERT ELEV. E = 14.00

INVERT ELEV. N = 14.00

TOP = 19.60

MANHOLE

STA. 545+98.97 (29.42' RT)

X-119

BOTTOM ELEV. = 11.11

INVERT ELEV. W = 13.54

INVERT ELEV. S = 13.35

INVERT ELEV. E = 13.51

INVERT ELEV. N = 13.46

TOP = 20.32

MANHOLE

STA. 545+98.63 (8.96' LT)

X-120

INVERT ELEV. = 13.61

TOP = 19.10

CURB INLET

STA. 545+99.37 (49.49' LT)

X-121

BOTTOM ELEV. = 12.51

INVERT ELEV. W = 14.45

RIM ELEV. = 16.95

BDI TYPE C

STA. 548+99.09 (54.44' RT)

X-122

BOTTOM ELEV. = 12.12

INVERT ELEV. W = 14.29

INVERT ELEV. S = 14.20

INVERT ELEV. E = 14.30

TOP. = 18.62

MANHOLE

STA. 548+99.16 (32.47' RT)

X-123

BOTTOM ELEV. = 11.91

INVERT ELEV. W = 14.16

INVERT ELEV. S = 13.91

INVERT ELEV. E = 13.97

TOP. = 19.56

MANHOLE

STA. 548+99.77 (9.24' LT)

X-124

BOTTOM ELEV. = 12.24

INVERT ELEV. = 14.18

RIM ELEV. = 16.83

DBI TYPE "P-X"

STA. 549+00.24 (49.11' LT)

X-125

BOTTOM ELEV. = 7.24

INVERT ELEV. E = 14.08

INVERT ELEV. W = 9.40

RIM ELEV. = 17.48

DBI TYPE "P-X"

STA. 555+49.45 (51.41' RT)

X-126

BOTTOM ELEV. = 11.29

INVERT ELEV. W = 13.27

RIM ELEV. = 17.08

DBI TYPE "P-X"

STA. 555+49.78 (45.45' LT)

X-127

BOTTOM ELV. = 6.51

INVERT ELEV. W = 8.56

INVERT ELEV. E = 9.52

RIM ELEV. = 16.86

DBI TYPE "P-X"

STA. 561+49.80 (46.76' RT)

X-128

BOTTOM ELV. = 7.76

INVERT ELEV. W = 9.76

RIM ELEV. = 16.91

DBI TYPE "P-X"

STA. 561+50.20 (47.68' LT)

X-129

BOTTOM ELV. = 11.05

INVERT ELEV. W = 13.74

INVERT ELEV. S = 13.21

RIM ELEV. = 17.69

DBI TYPE "P-X"

STA. 564+49.54 (47.33' RT)

X-130

BOTTOM ELV. = 11.99

INVERT ELEV. E = 13.94

RIM ELEV. = 17.62

DBI TYPE "P-X"

STA. 564+49.87 (47.16' LT)

X-131

BOTTOM ELV. = UNKNOWN

INVERT ELEV. W = UNKNOWN

INVERT ELEV. S = UNKNOWN

RIM ELEV. = UNKNOWN

DBI TYPE "P-X"

STA. 566+99.64 (46.99' RT)

X-132

BOTTOM ELV. = 12.74

INVERT ELEV. E = 14.72

RIM ELEV. = 18.56

DBI TYPE "P-X"

STA. 566+99.85 (47.08' LT)

X-133

BOTTOM ELV. = 9.89

INVERT ELEV. W = 11.76

INVERT ELEV. N = 11.64

RIM ELEV. = 18.55

DBI TYPE "P-X"

STA. 572+94.98 (47.39' RT)

X-134

BOTTOM ELV. = 9.91

INVERT ELEV. E = 11.97

RIM ELEV. = 18.26

DBI TYPE "P-X"

STA. 172+94.40 (47.08' LT)

X-135

X-136

BOTTOM ELV. = 9.14

INVERT ELEV. E = 11.49

RIM ELEV. = 17.22

DBI TYPE "P-X"

STA. 174+72.08 (47.65' LT)

BOTTOM ELV. = 9.54

INVERT ELEV. W = 11.38

INVERT ELEV. S = 11.31

INVERT ELEV. N = 11.36

RIM ELEV. = 17.72

DBI TYPE "P-X"

STA. 174+72.47 (47.25' RT)

X-137

BOTTOM ELV. = 10.11

INVERT ELEV. W = 11.00

INVERT ELEV. S = 11.10

INVERT ELEV. N = 10.95

RIM ELEV. = 16.92

DBI TYPE "P-X"

STA. 176+50.07 (46.79' RT)

X-138

BOTTOM ELV. = 9.81

INVERT ELEV. E = 11.17

RIM ELEV. = 16.95

DBI TYPE "P-X"

STA. 176+50.10 (47.00' LT)

X-139

BOTTOM ELV. = 8.76

INVERT ELEV. S = 10.69

INVERT ELEV. N = 10.73

RIM ELEV. = 16.97

DBI TYPE "P-X"

STA. 179+56.90 (48.81' RT)

X-140

BOTTOM ELV. = 7.63

INVERT ELEV. W = 10.52

INVERT ELEV. S = 10.67

INVERT ELEV. E = 9.56

RIM ELEV. = 18.48

CURB INLET

STA. 181+35.22 (46.04' RT)

X-141

BOTTOM ELV. = 8.84

INVERT ELEV. E = 10.74

RIM ELEV. = 18.92

CURB INLET

STA. 181+34.64 (46.71' LT)

X-142

BOTTOM ELV. = 8.76

INVERT ELEV. W = 10.57

INVERT ELEV. E = 9.84

INVERT ELEV. N = 10.22

RIM ELEV. = 17.85

DBI TYPE "P-X"

STA. 186+70.85 (46.90' RT)

X-143

BOTTOM ELV. = 8.95

INVERT ELEV. E = 10.77

RIM ELEV. = 17.92

DBI TYPE "P-X"

STA. 186+70.51 (47.26' LT)

X-144

X-145

X-146

X-147

BOTTOM ELV. = 8.99

INVERT ELEV. E = 10.77

RIM ELEV. = 17.86

DBI TYPE "P-X"

STA. 192+70.18 (47.71' LT)

X-148

BOTTOM ELV. = 9.04

INVERT ELEV. W = 10.97

INVERT ELEV. S = 10.98

RIM ELEV. = 18.31

DBI TYPE "P-X"

STA. 194+17.88 (47.18' RT)

BOTTOM ELV. = 9.42

INVERT ELEV. E = 11.23

RIM ELEV. = 18.28

DBI TYPE "P-X"

STA. 194+18.17 (47.25' LT)

BOTTOM ELV. = 8.57

INVERT ELEV. W = 10.63

INVERT ELEV. S = 10.55

INVERT ELEV. N = 10.87

RIM ELEV. = 17.88

DBI TYPE "P-X"

STA. 192+70.63 (47.17' RT)

BOTTOM ELV. = 8.29

INVERT ELEV. S = 10.36

INVERT ELEV. N = 10.33

RIM ELEV. = 19.21

MANHOLE

STA. 189+70.34 (51.25' RT)

X-149

BOTTOM ELV. = 7.99

INVERT ELEV. W = 10.15

INVERT ELEV. N = 10.12

RIM ELEV. = 18.40

DBI TYPE "P-X"

STA. 200+18.92 (46.81' RT)

X-150

BOTTOM ELV. = 8.48

INVERT ELEV. E = 10.23

RIM ELEV. = 18.34

DBI TYPE "P-X"

STA. 200+18.48 (46.76' LT)

X-151

BOTTOM ELV. = 8.11

INVERT ELEV. W = 10.68

INVERT ELEV. S = 9.86

INVERT ELEV. N = 9.76

RIM ELEV. = 18.00

DBI TYPE "P-X"

STA. 201+65.71 (47.24' RT)

X-152

BOTTOM ELV. = 8.90

INVERT ELEV. N = 10.81

RIM ELEV. = 17.98

DBI TYPE "P-X"

STA. 201+66.17 (46.97' LT)

X-153

BOTTOM ELV. = 9.02

INVERT ELEV. S = 9.31

INVERT ELEV. N = 9.42

RIM ELEV. = 19.25

MANHOLE

STA. 204+66.52 (51.38' RT)

X-154

BOTTOM ELV. = 7.14

INVERT ELEV. E = 10.58

INVERT ELEV. S = 9.05

INVERT ELEV. N = 8.81

RIM ELEV. = 17.90

DBI TYPE "P-X"

STA. 207+65.88 (47.17' RT)

X-155

BOTTOM ELV. = 8.93

INVERT ELEV. E = 10.84

RIM ELEV. = 17.92

DBI TYPE "P-X"

STA. 207+66.06 (47.50' LT)

X-156

BOTTOM ELV. = 8.12

INVERT ELEV. W = 10.61

INVERT ELEV. E = 9.95

INVERT ELEV. N = 10.18

RIM ELEV. = 17.95

DBI TYPE "P-X"

STA. 213+66.46 (46.72' RT)

X-157

X-158

BOTTOM ELV. = 9.88

INVERT ELEV. S = 10.36

INVERT ELEV. N = 10.35

RIM ELEV. = 19.26

MANHOLE

STA. 216+66.91 (51.51' RT)

X-159

X-160

BOTTOM ELV. = 8.72

INVERT ELEV. E = 10.71

RIM ELEV. = 17.93

DBI TYPE "P-X"

STA. 219+65.89 (47.02' LT)

BOTTOM ELV. = 8.46

INVERT ELEV. W = 10.71

INVERT ELEV. S = 10.66

INVERT ELEV. N = 10.94

RIM ELEV. = 17.94

DBI TYPE "P-X"

STA. 219+66.50 (48.90' RT)

X-161

BOTTOM ELV. = 9.22

INVERT ELEV. W = 11.27

INVERT ELEV. S = 11.33

RIM ELEV. = 18.71

DBI TYPE "P-X"

STA. 221+92.11 (46.99' RT)

X-162

BOTTOM ELV. = 9.56

INVERT ELEV. E = 11.55

RIM ELEV. = 18.56

DBI TYPE "P-X"

STA. 221+91.96 (47.29' LT)

X-163

BOTTOM ELV. = 9.36

INVERT ELEV. W = 11.37

INVERT ELEV. N = 11.32

RIM ELEV. = 18.56

DBI TYPE "P-X"

STA. 227+91.35 (47.20' RT)

X-164

BOTTOM ELV. = 9.67

INVERT ELEV. E = 11.57

RIM ELEV. = 18.60

DBI TYPE "P-X"

STA. 227+91.64 (47.35' LT)

X-165

BOTTOM ELV. = 8.79

INVERT ELEV. W = 10.71

INVERT ELEV. S = 10.88

INVERT ELEV. N = 10.61

RIM ELEV. = 17.95

DBI TYPE "P-X"

STA. 230+18.19 (47.81' RT)

X-166

BOTTOM ELV. = 8.70

INVERT ELEV. E = 10.75

RIM ELEV. = 17.86

DBI TYPE "P-X"

STA. 230+17.78 (47.30' LT)

X-167

BOTTOM ELV. = 9.95

INVERT ELEV. S = 10.31

INVERT ELEV. N = 10.43

RIM ELEV. = 19.26

MANHOLE

STA. 233+17.52 (51.60' RT)

X-168

BOTTOM ELV. = 8.02

INVERT ELEV. W = 10.59

INVERT ELEV. S = 9.99

INVERT ELEV. N = 9.95

RIM ELEV. = 18.17

CURB INLET

STA. 236+16.79 (46.07' RT)

X-169

BOTTOM ELV. = 8.02

INVERT ELEV. E = 10.17

RIM ELEV. = 18.29

CURB INLET

STA. 236+17.55 (45.72' RT)

X-170

BOTTOM ELV. = 7.20

INVERT ELEV. S = 9.49

INVERT ELEV. E = 9.41

INVERT ELEV. N = 8.88

RIM ELEV. = 18.95

MANHOLE

STA. 238+18.32 (51.36' RT)

X-171

BOTTOM ELV. = 8.26

INVERT ELEV. W = 10.30

RIM ELEV. = 17.78

CURB INLET

STA. 242+21.35 (46.03' RT)

X-172

BOTTOM ELV. = 8.26

INVERT ELEV. E = 10.30

RIM ELEV. = 17.78

CURB INLET

STA. 242+16.68 (48.28' LT)

X-173

BOTTOM ELV. = 8.26

INVERT ELEV. E = 10.30

RIM ELEV. = 17.78

CURB INLET

STA. 248+18.25 (46.22' RT)

X-174

BOTTOM ELV. = 8.35

INVERT ELEV. E = 10.52

RIM ELEV. = 17.85

CURB INLET

STA. 248+18.50 (47.21' LT)

X-175

BOTTOM ELV. = 8.50

INVERT ELEV. W = 10.62

RIM ELEV. = 18.27

CURB INLET

STA. 254+19.00 (46.00' RT)

X-176

BOTTOM ELV. = 8.96

INVERT ELEV. E = 10.89

RIM ELEV. = 18.21

CURB INLET

STA. 254+19.00 (45.98' LT)

X-177

BOTTOM ELV. = 8.47

INVERT ELEV. S = 10.29

INVERT ELEV. N = 10.30

RIM ELEV. = 19.19

MANHOLE

STA. 257+18.64 (51.32' RT)

X-178

BOTTOM ELV. = 8.11

INVERT ELEV. W = 10.35

RIM ELEV. = 18.25

CURB INLET

STA. 260+19.00 (46.01' RT)

X-179

BOTTOM ELV. = 8.81

INVERT ELEV. E = 10.80

RIM ELEV. = 18.21

CURB INLET

STA. 260+18.00 (46.00' LT)

X-180

BOTTOM ELV. = 7.19

INVERT ELEV. S = 9.34

INVERT ELEV. W = 9.09

INVERT ELEV. N = 9.21

RIM ELEV. = 19.16

MANHOLE

STA. 264+18.05 (50.98' RT)

X-181

BOTTOM ELV. = 7.62

INVERT ELEV. S = 9.38

INVERT ELEV. W = 10.53

INVERT ELEV. N = 9.56

RIM ELEV. = 18.35

CURB INLET

STA. 266+18.00 (46.14' RT)

X-182

BOTTOM ELV. = 8.92

INVERT ELEV. E = 10.86

RIM ELEV. = 18.32

CURB INLET

STA. 266+18.00 (46.00' LT)

X-183

BOTTOM ELV. = 7.36

INVERT ELEV. S = 9.26

INVERT ELEV. N = 9.26

RIM ELEV. = 18.82

CURB INLET

STA. 267+61.53 (46.04' RT)

X-184

BOTTOM ELV. = 8.11

INVERT ELEV. S = 9.54

INVERT ELEV. N = 9.67

RIM ELEV. = 19.71

MANHOLE

STA. 269+19.16 (50.53' RT)

X-185

X-186

BOTTOM ELV. = 8.76

INVERT ELEV. W = 10.81

RIM ELEV. = 18.87

CURB INLET

STA. 270+96.51 (49.35' LT)

BOTTOM ELV. = 7.87

INVERT ELEV. S = 9.78

INVERT ELEV. W = 10.34

INVERT ELEV. N = 9.82

RIM ELEV. = 18.85

CURB INLET

STA. 270+96.31 (44.44' RT)

X-187

BOTTOM ELV. = 8.07

INVERT ELEV. S = 9.98

INVERT ELEV. W = 10.45

INVERT ELEV. N = 9.89

RIM ELEV. = 18.77

CURB INLET

STA. 272+70.51 (46.26' RT)

X-188

BOTTOM ELV. = 9.14

INVERT ELEV. N = 10.84

RIM ELEV. = 18.72

CURB INLET

STA. 272+70.74 (48.80' LT)

X-189

BOTTOM ELV. = 7.88

INVERT ELEV. S = 10.03

INVERT ELEV. N = 10.03

RIM ELEV. = 19.04

CURB INLET

STA. 273+89.37 (46.60' RT)

X-190

BOTTOM ELV. = 8.07

INVERT ELEV. S = 10.62

INVERT ELEV. W = 10.08

INVERT ELEV. N = 10.13

RIM ELEV. = 18.88

CURB INLET

STA. 274+54.20 (55.60' RT)

X-191

BOTTOM ELV. = 9.33

INVERT ELEV. E = 11.36

RIM ELEV. = 19.37

CURB INLET

STA. 274+94.07 (48.90' LT)

X-192

BOTTOM ELV. = 8.30

INVERT ELEV. S = 10.28

INVERT ELEV. N = 10.29

RIM ELEV. = 19.61

CURB INLET

STA. 276+41.62 (55.60' RT)

X-193

BOTTOM ELV. = 8.80

INVERT ELEV. W = 10.47

INVERT ELEV. S = 10.55

RIM ELEV. = 20.05

CURB INLET

STA. 277+95.83 (55.46' RT)

X-194

BOTTOM ELV. = 8.66

INVERT ELEV. E = 10.62

RIM ELEV. = 20.19

CURB INLET

STA. 277+94.49 (48.50' LT)

X-195

X-196

X-197

BOTTOM ELV. = UNKNOWN

INVERT ELEV. N = UNKNOWN

RIM ELEV. = UNKNOWN

CURB INLET

STA. 33+31.37 (56.70' RT)

BOTTOM ELV. = UNKNOWN

INVERT ELEV. E = UNKNOWN

RIM ELEV. = UNKNOWN

CURB INLET

STA. 33+30.89 (55.43' LT)

BOTTOM ELV. = 8.43

INVERT ELEV. W = 10.72

INVERT ELEV. S = 10.74

INVERT ELEV. E = 10.50

INVERT ELEV. N = 10.49

RIM ELEV. = 17.49

DBI TYPE "P-X"

STA. 524+44.81 (45.40' RT)

BOTTOM ELV. = 9.08

INVERT ELEV. E = 11.01

RIM ELEV. = 17.64

DBI TYPE "P-X"

STA. 524+45.09 (48.90' LT)

BOTTOM ELV. = 8.72

INVERT ELEV. S 10.56

INVERT ELEV. W = 10.78

RIM ELEV. = 19.67

TYPE "P-5"

STA. 526+36.00 (43.88' RT)

BOTTOM ELV. = 9.03

INVERT ELEV. E = 11.17

RIM ELEV. = 18.16

DBI TYPE "P-X"

STA. 526+36.09 (48.55' LT)

BOTTOM ELV. = 6.76

INVERT ELEV. E = 10.63

INVERT ELEV. E = 8.84

INVERT ELEV. N = 8.81

RIM ELEV. = 17.35

DBI TYPE "P-X"

STA. 532+25.69 (47.43' RT)

BOTTOM ELV. = 8.85

INVERT ELEV. E = 10.72

RIM ELEV. = 19.13

DBI TYPE "P-X"

STA. 532+25.38 (45.89' LT)

BOTTOM ELV. = 8.79

INVERT ELEV. E = 10.79

RIM ELEV. = 17.59

DBI TYPE "P-X"

STA. 537+25.75 (43.93' LT)

BOTTOM ELV. = 8.63

INVERT ELEV. S = 10.56

INVERT ELEV. W = 10.59

RIM ELEV. = 18.30

DBI TYPE "P-X"

STA. 539+24.41 (69.77' RT)

BOTTOM ELV. = 8.750

INVERT ELEV. E = 10.63

RIM ELEV. = 20.35

DRAINAGE INLET TYPE "P-1"

STA. 539+26.71 (36.97' LT)

INVERT ELEV. W = 13.16

INVERT ELEV. S = 13.05

INVERT ELEV. N = 13.14

RIM ELEV. = 20.39

MANHOLE

STA. 543+58.69 (28.63' RT)

BOTTOM ELV. = 13.66

INVERT ELEV. W = 16.63

INVERT ELEV. E = 15.53

RIM ELEV. = 19.60

MANHOLE

STA. 34+45.12 (56.33' RT)

BOTTOM ELV. = 9.77

INVERT ELEV. E = 11.73

RIM ELEV. = 18.21

DBI TYPE "P-X"

STA. 122+39.20 (49.52' LT)

BOTTOM ELV. = 9.47

INVERT ELEV. W = 11.58

INVERT ELEV. N = 11.50

RIM ELEV. = 18.07

DBI TYPE "P-X"

STA. 122+39.49 (45.01' RT)

BOTTOM ELEV. = 12.16

INVERT ELEV. W = 14.09

RIM ELEV. = 17.83

DBI TYPE "P-X"

STA. 547+99.12 (51.31') RT)

BOTTOM ELV. = 8.74

(TO BE VERIFIED)

INVERT ELEV. E = 10.83

RIM ELEV. = 17.45

CURB INLET TYPE P-6

STA. 213+66.00 (47.00' LT)

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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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d d r a in a g e S

U M

D R

D .d g n

8:47:17 AM

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, PE

2018503

PROJECT NO.

LYONS ROAD

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

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026 SUMMARY OF DRAINAGE STRUCTURES

X-198

BOTTOM ELV. = 13.23

INVERT ELEV. E = 15.10

INVERT ELEV. E = 15.15

RIM ELEV. = 19.59

CURB INLET

STA. 34+32.38 (55.39' LT)

X-199

BOTTOM ELV. = 12.86

INVERT ELEV. W = 14.71

INVERT ELEV. S = 14.88

RIM ELEV. = 18.81

CURB INLET

STA. 35+31.16 (45.86' RT)

X-200

BOTTOM ELV. = 11.83

INVERT ELEV. S = 14.59

INVERT ELEV. E = 14.44

INVERT ELEV. N = 13.74

RIM ELEV. = 19.34

CURB INLET

STA. 35+31.03 (43.66' LT)

X-201

X-202

BOTTOM ELV. = 12.27

INVERT ELEV. W = 14.05

RIM ELEV. = 19.61

CURB INLET

STA. 36+00.00 (44.64' RT)

BOTTOM ELV. = 11.63

INVERT ELEV. S = 13.63

INVERT ELEV. E = 13.28

RIM ELEV. = 19.52

CURB INLET

STA. 36+00.00 (43.77' LT)

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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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d r o a d w a y

G N

N T

R D

N o t e s t o r e v ie w e r .d g n

8:47:19 AM

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

P A

L M

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ACH

Y T

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F L

ORID

A

Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

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

ROADWAY PLAN

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026 NOTES TO REVIEWER

DESIGN CRITERIA:

DESIGN ELEMENT DESIGN STANDARD SOURCES DESIGN ELEMENT DESIGN STANDARD SOURCES

FUNCTIONAL CLASSIFICATION

URBAN MAJOR COLLECTOR FUNCTIONAL CLASSIFICATION

PBC COMPREHENSIVE PLAN, FEDERAL

MINIMUM PGL ELEVATION

BE ABOVE THE 25 YEAR, 3-DAY STORM STAGE

ONE THROUGH LANE IN EACH DIRECTION TO

PBC DESIGN STANDARDS 2019, P-13

DESIGN VEHICLE WB-62FL FLORIDA GREENBOOK TABLE 3.2 MINIMUM GUTTER GRADE 0.30% (FLAT TERRAIN) FLORIDA GREENBOOK TABLE 3.6

DESIGN SPEED 45 MPH FLORIDA GREENBOOK TABLE 3.1 MAXIMUM GRADE 8% (URBAN LOCAL) FLORIDA GREENBOOK TABLE 3.6

POSTED SPEED 45 MPH FIELD OBSERVATION

VERTICAL CURVE

MAXIMUM CHANGE IN GRADE WITHOUT USING

0.70 FLORIDA GREENBOOK TABLE 3.8

AUXILIARY LANE

TRAVEL LANE

LANE WIDTH

11 FT.

11 FT.

ROADS (APRIL 2018)

TYPICAL SECTIONS FOR THOROUGHFARE

MINIMUM DISTANCE BETWEEN VPI's

250 FT. (MINIMUM)

300 FT. (DESIRABLE)

PBC DESIGN STANDARDS 2019, P-13

(NOT IN SUPEREVELATION)

TRAVEL LANE CROSS SLOPE

0.015 - 0.04 FLORIDA GREENBOOK CH. 3, SECTION C.7.B.2 K VALUE FOR CREST VERTICAL CURVES 61 FLORIDA GREENBOOK TABLE 3.9

SHOULDER CROSS SLOPE 0.02 - 0.06 FLORIDA GREENBOOK CH. 3, SECTION C.7.C.2 K VALUE FOR SAG VERTICAL CURVES 79 FLORIDA GREENBOOK TABLE 3.9

LAKE ROYAL ROAD - SBLT - 77

CANYON LAKES BLVD - NBLT - 71

BLUE MOUNTAIN AVE - SBLT - 52

GOLDEN CRES DRIVE - NBLT - 41

APPALACHIAN RIDGE RD. SBLT - 52

(MAX IN COUNTS THRU MARCH 2020)

TURNING LANE LENGTH

280 FT. (MIN.)

VARIES (DEPENDS ON NUMBER OF LT VEH.)

SIGNING AND GEOMETRICS (APRIL 2018)

PBC TYPICAL FOR PAVEMENT MARKINGS,

SIDEWALK WIDTH 6 FT.

SIGNING AND GEOMETRICS (APRIL 2018)

PBC TYPICAL FOR PAVEMENT MARKINGS,

BOYNTON BEACH BLVD. NBLT - 219

DOUBLE TURNING LANE LENGTH

450 FT. (MIN.)

SIGNING AND GEOMETRICS (APRIL 2018)

PBC TYPICAL FOR PAVEMENT MARKINGS,

BIKE LANE WIDTH 5 FT. MIN.

SIGNING AND GEOMETRICS (JULY 2024)

PBC TYPICAL FOR PAVEMENT MARKINGS,

BOYNTON BEACH BLVD. SBLT - 1114

TRIPLE TURNING LANE LENGTH

(MAXIMUM LENGTH FOR DOUBLE LT)

TBD - EXISTING LENGTH IS 54 FT.

SIGNING AND GEOMETRICS (APRIL 2018)

PBC TYPICAL FOR PAVEMENT MARKINGS,

CLEAR ZONE

(1.5 FT. MIN) FROM FACE OF CURB

4 FT.

FLORIDA GREENBOOK TABLE 3.15

TAPER LENGTH

50 FT. SIGNING AND GEOMETRICS (APRIL 2018)

PBC TYPICAL FOR PAVEMENT MARKINGS,

STRUCTURES)

LATERAL OFFSET (UTILITIES POLES AND

(1.5 FT. MIN)

4 FT.

OUTSIDE CLEAR ZONE

SECTION D.8 AND TABLE 3.15

FLORIDA GREENBOOK CH. 4,

MEDIAN WIDTH 20 FT.

ROADS (APRIL 2018)

TYPICAL SECTIONS FOR THOROUGHFARE

MAXIMUM GRADE FROM GUARDRAIL 1:10 DESIGN STANDARD INDEX 536-001

MINIMUM STOPPING SIGHT DISTANCE 360 FT. FLORIDA GREENBOOK TABLE 3.3

HORIZONTAL CURVES

MAXIMUM DEFLECTIONS WITHOUT

1° 00’ 00'' FDM CH. 210.8.1

MINIMUM PASSING SIGHT DISTANCE 700 FT. FLORIDA GREENBOOK TABLE 3.4

INTERSECTION

MAXIMUM DEFLECTIONS ANGLE THROUGH AN

3° 00’ 00'' FDM CH. 212.7

MAXIMUM DEGREE OF CURVATURE 8° 15’ FLORIDA GREENBOOK TABLE 3.5

UNSIGNALIZED INTERSECTION

RETURN RADIUS SIGNALIZED INTERSECTION

30 FT

50 FT.

SIGNING AND GEOMETRICS (APRIL 2018)

PBC TYPICAL FOR PAVEMENT MARKINGS,

URBAN, HIGH-SPEED FACILITY

MINIMUM HORIZONTAL RADIUS LENGTH FOR

680 FT. FLORIDA GREENBOOK TABLE 3.5

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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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d r o a d w a y

T Y P

D R

D .d g n

8:47:21 AM

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, PE

2018503

PROJECT NO.

LYONS ROAD

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

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026

SAWCUT SAWCUT

BREAK

SLOPE

BREAK

SLOPE

MILLING

PAVEMENT (1" AVERAGE DEPTH)

MILL EXISTING ASPHALT

POSTED SPEED = 45 MPH

DESIGN SPEED = 45 MPH

TYPICAL SECTION

CURB PAD CONSTRUCTION DETAIL

N.T.S

100'

WIDENING WIDENING

2' 11' 11'6' 2' 4'

MEDIAN

PLANTED

MEDIAN

PLANTED

4'

2'

11' 11' 6' 2'

PGL LT

PGL RT

100'

1'1'

¡ CONST. LYONS ROAD £ SURVEY LYONS ROAD

RESURFACING

1" FRICTION COURSE FC-9.5

WIDENING

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 AND

EASEMENT***

RURAL PARKWAY

EASEMENT***

RURAL PARKWAY

BIKE LANE BIKE LANE

(3%-4.5%)

VAR.

MATCH EXIST.

(TYP)

EXIST. GROUND

SECTION FOR LIMIT)

(REFER TO CROSS

PROP. DITCH

SOD ** SOD **

VAR. (0'-11')

VAR. (0'-8')

WIDENING WIDENING

VAR. (0'-8.5')

RESURFACING

MILLING AND

(MODIFIED) (TYP)

TYPE "F" C&G

SUBGRADE

EXIST COMPACTED

SURFACE

BASE

SUBGRADE

PATHWAY (TO REMAIN)

EXIST 8' MEANDERING

PATHWAY (TO REMAIN)

EXIST 8' MEANDERING

SECTION FOR LIMIT)

(REFER TO CROSS

PROP. DITCH

SURFACE

BASE

SUBGRADE

SUBGRADE

BASE

SURFACE

SURFACE

BASE

SUBGRADE

(TYP)

EXIST. GROUND

SUBGRADE

EXIST. COMPACTED

(TO REMAIN)

EXIST PAVEMENT (TO REMAIN)

EXIST. PAVEMENT

VAR. (12'-16') VAR. (12'-16')

R/W LINE

EXIST. EXIST. R/W LINE

VAR. (48.5'-71')

(0'-16.40')

VAR.

VAR. (32'-40')

EXIST. MEDIAN

2'

VAR. (55'-81')& GRUBBING

CLEARING

STANDARDSTANDARD CLEARING & GRUBBING STANDARD CLEARING & GRUBBING

& GRUBBING

CLEARING

STANDARD

R/W (112' - 130.14') *

(3%-4.5%)

VAR.

MATCH EXIST

SODSOD

4:1

:1

:1

4:1

6'' 6''

(MODIFIED) (TYP)

TYPE "F" C&G

SAWCUTSAWCUT

*** RURAL PARKWAY EASEMENT RT BEGINS AT STATION 119+34.39 AND END AT STATION 169.57.00.

SEE CROSS SECTIONS FOR SODDING LIMITS.**

TO STA. 169+65.00 (S. OF L-28 CANAL)

R/W VARIES (124.70'-127.00') FROM STA. 143+25.00 (N. OF FLAVOR PICT ROAD)

TO STA. 140+75.09 (FLAVOR PICT ROAD)

R/W VARIES (112'-130.10') FROM STA. 132+65.00 (NORTH OF L-30)*

VAR. (3.40'-14.70')VAR. (15.70'-31.40')VAR. (14.50'-42.30')

STA 119+21.40 TO STA 526+12.45)

FLUSH SHOULDER.

(SEE PLAN FOR LIMIT OF

TYPE "F" C&G (TYP)

STA 524+21.85 (CL CONST (AH))

STATION EQUATION: STA 124+21.81 (BL SURVEY(BK)) =

STA. 119+21.40 TO STA. 569+65.00

(L.W.D.D. L-30 CANAL TO SOUTH OF L.W.D.D. L-28 CANAL)

LYONS ROAD

TYPICAL SECTION

STA 119+21.40 TO STA 524+94.88)

FLUSH SHOULDER.

(SEE PLAN FOR LIMIT OF

TYPE "F" C&G (TYP)

SUBGRADE

BASE

SURFACE ASPHALT BASE)

B-12.5

CURB PAD (TYPE

6"

4"

CURB PAD (TYPICAL)

LIMIT AND LOCATION)

(REFER TO PLAN FOR

MODIFIED TYPE F C&G

TYPE F C&G OR

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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

3/9/2026MohammadKhan

Q

P r o j e c t s

L y o n s

R d r o a d w a y

T Y P

D R

D .d g n

3:12:04 PM

ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY

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

P A

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ORID

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Seal:

Revisions DateNo. By

OF:

SHEET:

P.E# 61600

MAJHARUL ALAM, PE

2018503

PROJECT NO.

LYONS ROAD

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

N.T.S.SCALE:

APPROVED:MA

DRAWN: EM

CHECKED: JJV

DATE:3/9/2026

11'11'6' 2'

MILLING AND RESURFACING

17'11'

WIDENING

SAWCUT

11'

MILLING AND RESURFACING

20'

BOX CULVERT (RCBC) TO REMAIN

EXIST 10'x6' REINFORCED CONCRETE

22'

& GRUBBING

STANDARD CLEARING

POSTED SPEED = 45 MPH

DESIGN SPEED = 45 MPH

MILLING

PAVEMENT (1" AVERAGE DEPTH)

MILL EXISTING ASPHALT

TYPICAL SECTION

TO REMAIN

EXIST PAVEMENT

PGL RT

PGL LT

SIDEWALK

REMOVE EXISTING

SUBGRADE

EXIST COMPACTED

SUBGRADE

EXIST COMPACTED

GROUND (TYP)

EXIST

GROUND (TYP)

EXIST

RESURFACING

1'' FRICTION COURSE FC-9.5

WIDENING

1'' FRICTION COURSE FC-9.5

1.5'' TYPE SP STRUCTURAL COURSE (TRAFFIC C)

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

¡ CONST. LYONS ROAD

2…