2020110 Signing and Pavement Marking Plans.pdf
PDF 2 MB Posted
- Attached to
- Lyons RD N of L30 Canal to Boynton Bch Blvd
- Solicitation number
- IFB 360 2018503_2020110REBID 2
- Issued by
- Palm Beach County, Florida
About this file
This document is a Signing and Pavement Marking Plan prepared by Propel Engineering, LLC for Palm Beach County Engineering Department and the State of Florida Department of Transportation, detailing intersection improvements at Lyons Road and Boynton Beach Boulevard (Project No. 2020110). The plan encompasses signing and pavement marking installations across approximately 2.4 miles of roadway, with a scope including 11 ground sign assemblies (6 new installations, 1 relocation, and 4 removals), 379 raised pavement markers (Type B), and extensive thermoplastic pavement markings in white and yellow in various configurations including solid lines, skip patterns, arrows, and messages. The project includes materials such as 1,033 linear feet of 12-inch white thermoplastic, 1,217 linear feet of 24-inch white thermoplastic for stop lines and crosswalks, 191 linear feet of 18-inch yellow thermoplastic, and additional standard and preformed thermoplastic markings for other surfaces. The plan was finalized on November 13, 2025, and is certified by Professional Engineer Majharul Alam (FL Registration No. 61600) as being in substantial compliance with Palm Beach County and Florida Department of Transportation design standards.
The project incorporates coordination with existing Palm Beach County Project No. 20185032 for both northbound and southbound lane markings. All removed signs and supports become the contractor's property, with the contractor responsible for removal, replacement, and proper disposal of all existing signage. Lane width dimensions reflect nominal widths rather than distances between stripes, and all pavement markings and signing shall conform to the latest Florida Department of Transportation standard plans and the Manual of Uniform Traffic Control Devices (MUTC). The plan includes match lines at various stations to coordinate with existing markings at project boundaries, and existing pavement markings are to remain unless specifically noted for removal or modification on the plans.
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Text version
ROADWAY PRODUCTION
GOVERNING STANDARD PLANS:
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:
DATE:
DISTRICT 6
DISTRICT 2
DISTRICT 1
HCAEB
M L
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OCHCAEB
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A P
FLORID
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DISTRICT 7
DISTRICT 5
DISTRICT 3
BOARD OF COUNTY COMMISSIONERS
STATE OF FLORIDA
COUNTY OF PALM BEACH
SHEET NO.
Q
P r o j e c t s
L y o n s
B o y n t o n
B c h s ig n in g
K E
Y S
S P .d g n
11/13/2025Mohammad Khan 4:31:45 PM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
2020110
PROJECT NO.
N.T.S.SCALE:
APPROVED:MA
CHECKED:
DATE:
PROJECT NO. 2020110
SIGNING AND PAVEMENT MARKING PLAN
INTERSECTION IMPROVEMENTS
S-9 lyons rd. and boynton beach blvd.
MAJHARUL ALAM, P.E.
P.E. NO.: FL REGISTRATION NO. 61600
DRAWN: PBV
MK
INDEX OF ROADWAY PLANS
SHEET DESCRIPTION
KEY SHEET
HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS
AVAILABLE AT THE FOLLOWING WEBSITE:
STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRS ARE
ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRS).
FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2024-25 STANDARD PLANS FOR
IN COMPLIANCE WITH THE F.H.W.A. REGULATIONS.
STANDARD PLANS AND THE LATEST M.U.T.C.D. AND REVISIONS WILL BE
WITHIN P.B.C. RIGHT-OF-WAY SHALL CONFORM WITH THE LATEST FDOT
DOCUMENTS FOR THIS PROJECT. ALL MATERIALS AND CONSTRUCTION
GOVERNING SPECIFICATIONS ARE CONTAINED IN THE CONTRACT
SHEET: S-1
P.E# 61600
MAJHARUL ALAM, PE
GREGG K. WEISS
MARCI WOODWARD
DISTRICT 4
MARIA SACHS
(VICE MAYOR)
SARA BAXTER
(MAYOR)
MARIA G. MARINO
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
S-1 KEY SHEET
S-2 TABULATION OF QUANTITIES
S-3 GENERAL NOTES
S-4 - S-9 SIGNING AND PAVEMENT MARKING PLAN
JOEL G. FLORES
BOBBY POWELL, JR.
GOVERNING STANDARD SPECIFICATIONS:
FINAL SUBMITTAL
11/13/2025
11/13/2025
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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 s ig n in g
T A
B Q
S P .d g n
4:31:46 PM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2020110
PROJECT NO.
S-9 lyons road and boynton beach blvd intersection improvements
TABLE OF QUANTITIES
N.T.S.SCALE:
APPROVED:MA
DRAWN: PBV
CHECKED: MK
DATE:11/07/25
TABULATION OF QUANTITIES
NO.
PAY ITEM
DESCRIPTION UNIT
SHEET NUMBERS
SHEET
TOTAL THIS
GRAND TOTAL
S-4 S-5 S-6 S-7 S-8 S-9
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
0700 1111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF AS 6 1 2 9 9
0700 1500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE AS 1 2 2 5 5
0700 1600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE AS 1 5 2 3 11 11
0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 52 32 207 67 14 7 379 379
0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 1033 1033 1033
0711 11124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 79.20 79 79
0711 11125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 40.15 1108.5 68.4 1217 1217
0711 11141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE /6-10 DOTTED EXTENSION LINE, 6" GM 0.03 0.152 0.125 0.032 0.034 0.373 0.373
0711 11160 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 3 3 3
0711 11170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 2 18 12 3 1 36 36
0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 17.1 117 57 191 191
0711 11241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE /6-10 DOTTED EXTENSION LINE, 6" GM 0.040 0.037 0.077 0.077
0711 14160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE EA 1 7 1 9 9
0711 14170 THERMOPLASTIC, PREFORMED, WHITE, ARROW EA 1 7 1 9 9
0711 16101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" NM 0.160 0.103 0.412 0.296 0.142 0.072 1.185 1.185
0711 16131 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6",10-30 SKIP OR 3-9 LANE DROP GM 0.090 0.104 0.090 0.091 0.091 0.053 0.520 0.520
0711 16201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" NM 0.09 0.103 0.090 0.104 0.140 0.070 0.597 0.597
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TRAFFIC CONTROL DEVICES FOR SHEETS AND HIGHWAYS AND PALM BEACH COUNTY TYPICALS T-P-24.
6. PAVEMENT MARKINGS AND SIGNING SHOULD BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM
5. ALL EXISTING PAVEMENT MARKINGS ARE TO REMAIN UNLESS OTHERWISE NOTED IN THE PLANS.
4. MATCH EXISTING PAVEMENT MARKINGS AT THE BEGIN AND END OF CONSTRUCTION.
THE NOMINAL LANE WIDTHS, NOT THE DISTANCE BETWEEN STRIPES.
3. THE LANE WIDTH DIMENSIONS SHOWN IN THE SIGNING AND PAVEMENT MARKING PLANS REFLECT
THE SIGNS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.
THAT CONFLICT WITH CONSTRUCTION OPERATIONS. IF SIGNS ARE DAMAGED BY THE CONTRACTOR,
2. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE AND REPLACE ALL EXISTING SIGNS
DISPOSED OF PROPERLY UNLESS OTHERWISE NOTED ON THE PLANS
1. ALL REMOVED SIGNS AND THEIR SUPPORTS BECOME THE PROPERTY OF THE CONTRACTOR TO BE
GENERAL NOTES:
PROPEL ENGINEERING, INC.
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 s ig n in g
G N
N T
S P .d g n
4:31:47 PM
S-3
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2020110
PROJECT NO.
S-9 lyons road and boynton beach blvd intersection improvements
GENERAL NOTES
N.T.S.SCALE:
APPROVED:MA
DRAWN: PBV
CHECKED: MK
DATE:11/07/25
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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 s ig n in g P
L A
N S
P .d g
4:32:08 PM
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2020110
PROJECT NO.
S-9 lyons road and boynton beach blvd intersection improvements signing and pavement marking plan
N.T.S.SCALE:
APPROVED:MA
DRAWN: PBV
CHECKED: MK
DATE:05/01/25
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
S A
N
W A T E R
W A T E R
STOP
DIVIDED
HIGHWAY
C E
N T
E R
T O
W N
C A
N Y
LYONS RD
6'
11'
11'
11'
£ SURVEY LYONS ROAD
11'
11'
6'
A V
E N
U E
J
B
R U
Z Z
O
S E
N A
T O
R
+87.00 +15.00 P
J
I
A T
I
G
F T
6" SOLID WHITE
8" SOLID WHITE
12" SOLID WHITE
18" SOLID WHITE
24" SOLID WHITE
6" SKIP WHITE TYP (10'-30')
6" SKIP WHITE TYP (6'-10')
6" SKIP WHITE TYP (2'-4')
6" SOLID YELLOW
18" SOLID YELLOW
6" DOUBLE YELLOW
6" SKIP YELLOW TYP (10'-30')
6" SKIP YELLOW TYP (6'-10')
6" SKIP YELLOW TYP (2'-4')
AMBER/AMBER
RPM BI-DIRECTIONAL
FDP WHITE
FDP YELLOW
WHITE/RED
RPM BI-DIRECTIONAL
RED/YELLOW
RPM BI-DIRECTIONAL
A
B
C
D
E
F
G
I
J
K
H
L
M
N
P
R
S
T
U
(EXISTING TO REMAIN)
(EXISTING TO REMAIN)
EXISTING R/W LINE
EXISTING R/W LINE
6'
11'
11'
11'
10 40
Feet
N
18.88' (LT)
+44.57
17.82' (LT)
+44.56
22.43' (LT)
+35.00
10'
D
20.47' (RT)
STA. 30+00.00
17.00' (LT)
+85.00
(TYP.)
25'
(TYP.)
15'
£ SURVEY LYONS ROAD
STA. 268+00.00
BEGIN PROJECT
£ SURVEY LYONS ROAD
STA. 267+44.56
MATCH EXISTING
BEGIN SIGNING & PAVEMENT MARKING (SB LANES)
TO REMAIN)
(NB EXISTING MARKING
PBC PROJECT#20185032
COORDINATE WITH
TO REMAIN)
(NB EXISTING MARKING
PBC PROJECT#20185032
COORDINATE WITH
E
C E
N T
E R
C A
N Y
O N
T
O W
E R
(EXISTING TO REMAIN)
PBC PROJECT#20185032
COORDINATE WITH
(EXISTING TO REMAIN)
248 249 250 251 252
267 268 269 270 271 272
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T A
.0
.0
.0
.0
.0
.0
.0
S-4
A v e
J o e b r u z z o
S e n a t o r
F I
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A
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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 s ig n in g P
L A
N S
P .d g
4:32:12 PM
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2020110
PROJECT NO.
S-9 lyons road and boynton beach blvd intersection improvements signing and pavement marking plan
N.T.S.SCALE:
APPROVED:MA
DRAWN: PBV
CHECKED: MK
DATE:05/01/25
S A
N
A H
E A
D
A H
E A
D
ONE WAY
B
IK
E L
A N E
LE
F T
M E R
G E
LA
N E E
N D S
LYONS RD
£ SURVEY LYONS ROAD
11'
6'
11'
K F
T A
P
6" SOLID WHITE
8" SOLID WHITE
12" SOLID WHITE
18" SOLID WHITE
24" SOLID WHITE
6" SKIP WHITE TYP (10'-30')
6" SKIP WHITE TYP (6'-10')
6" SKIP WHITE TYP (2'-4')
6" SOLID YELLOW
18" SOLID YELLOW
6" DOUBLE YELLOW
6" SKIP YELLOW TYP (10'-30')
6" SKIP YELLOW TYP (6'-10')
6" SKIP YELLOW TYP (2'-4')
AMBER/AMBER
RPM BI-DIRECTIONAL
FDP WHITE
FDP YELLOW
WHITE/RED
RPM BI-DIRECTIONAL
RED/YELLOW
RPM BI-DIRECTIONAL
A
B
C
D
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F
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EXISTING R/W LINE
EXISTING R/W LINE
54.50' (LT)
STA 276+48.62
52.84 (LT) TO
STA 276+48.62
RELOCATE FROM
I
(EXISTING TO BE REMOVED)
10 40
Feet
N
TO REMAIN)
(NB EXISTING MARKING
PBC PROJECT#20185032
COORDINATE WITH
PBC PROJECT#20185032
COORDINATE WITH
(EXISTING TO REMAIN)
PBC PROJECT#20185032
COORDINATE WITH
(EXISTING TO REMAIN)
PBC PROJECT#20185032
COORDINATE WITH
(EXISTING TO REMAIN)
BY PBC ONGOING PROJECT#2018503.
THIS EXISTING SIGN WILL BE REMOVED
PBC PROJECT#20185032
COORDINATE WITH
(EXISTING TO REMAIN)
253 254 255 256 257 258
272 273 274 275 276 277
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IT
S P
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D
SPEED LIMIT SIGN WILL BE INSTALLED.
PROJECT#2018503 AND A NEW 45 MPH
SIGN WILL BE REMOVED BY PBC ONGOING
THIS EXISTING 50 MPH SPEED LIMIT
M A
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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 s ig n in g P
L A
N S
P .d g
4:32:13 PM
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2020110
PROJECT NO.
S-9 lyons road and boynton beach blvd intersection improvements signing and pavement marking plan
N.T.S.SCALE:
APPROVED:MA
DRAWN: PBV
CHECKED: MK
DATE:05/01/25
L
L-7
L-7
L-4
L-4
L-4R
L-3
L-3
L-3
L-8
L-8
L-8R
L
M
O
M
C O
M
W A T E R
S A
N
W A T E R
W A T E R
G A S
W A T E R
20.44 20.41
19.96
S D
S D
.0
.3
.5
.1
.8
.5
.9
.5
.0
.6
.6
.4
11'
6'
11'
R3-17
24"x18"
STA 278+06
(TO BE REMOVED)
S1-1
36"x36"
W16-9B
24"x12"
STA 31+65
'R
'R
'R
'R
6'
11'
11'
58.60' (RT)
STA. 278+76.63
82.28' (RT)
STA. 279+12.92
90.99' (RT)
STA. 31+15.28
48.11' (RT)
STA. 31+46.65
66.50' (LT)
STA. 31+48.54
96.48' (RT)
+46.25
(TO BE REMOVED)
R10-15R
30"x30"
STA 279+32.00
(TO BE REMOVED) S1-1
36"x36"
W16-9B
24"x12"
STA 31+53
51.67' (LT)
STA. 278+75.85
79.20' (LT)
STA. 31+11.88
73.98' (LT)
STA. 279+06.55
+59.00
+53.00
+18.00LYONS RD
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P E
P
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P E
C E
PROPOSED R/W LINE
TO REMAIN)
(EXISTING
TO REMAIN)
(EXISTING
TO REMAIN)
(EXISTING
TO REMAIN)
(EXISTING
TO REMAIN)
(EXISTING
EXISTING R/W LINE
EXISTING R/W LINE
EXISTING R/W LINE
EXISTING R/W LINE
100.00 (LT)
STA 31+16.00
96.17 (LT) TO
STA 31+06.84
RELOCATE FROM
80.00 (LT)
STA 32+45.00
96.17 (LT) TO
STA 31+06.84
RELOCATE FROM
105.42' (LT)
STA. 30+41.89
F
F
T
I
J
T
I
TO REMAIN)
(EXISTING
T O R
E M
A
IN
(E X
IS
T
IN
G
TO REMAIN)
(EXISTING
TO REMAIN)
(EXISTING
TO REMAIN)
(EXISTING
66.50' (LT)
+63.00
10 40
Feet
N
6" SKIP YELLOW TYP (10'-30')
6" SKIP YELLOW TYP (6'-10')
6" SKIP YELLOW TYP (2'-4')
AMBER/AMBER
RPM BI-DIRECTIONAL
FDP WHITE
FDP YELLOW
WHITE/RED
RPM BI-DIRECTIONAL
RED/YELLOW
RPM BI-DIRECTIONAL
L
M
N
P
R
S
T
U
6" SOLID WHITE
8" SOLID WHITE
12" SOLID WHITE
18" SOLID WHITE
24" SOLID WHITE
6" SKIP WHITE TYP (10'-30')
6" SKIP WHITE TYP (6'-10')
6" SKIP WHITE TYP (2'-4')
6" SOLID YELLOW
18" SOLID YELLOW
6" DOUBLE YELLOW
A
B
C
D
E
F
G
I
J
K
H
£ SURVEY LYONS ROAD
STA. 31+63.25
MARKING (NB LANES)
END SIGNING & PAVEMENT
£ SURVEY LYONS ROAD
STA. 278+09.65
MARKING (NB LANES)
BEGIN SIGNING & PAVEMENT
H
H
H
H
(TYP.)
25'
F
EXISTING R/W LINE
A
(TYP.)
25'
C
A
(T Y P
A
A
T
T
(T Y P
A
'R
1A
1A
1A1A
CROSSWALK
10'
10' CROSSWALK
CROSSWALK
10'
CROSSWALK
10'
E
58.44' (RT)
STA. 278+58.47
96.48' (RT)
STA. 31+15.22
2A
2A
T
TO REMAIN)
(NB EXISTING MARKING
PBC PROJECT#2018503
COORDINATE WITH
L.W.D.D. L-24 CANAL
98.55' ROW
L
C
A N
A L
L .W .D .D
L-24 CANAL
L.W.D.D.
L-24 CANAL
L.W.D.D.
85.52' ROW
(TO BE REMOVED)
S1-1
36"x36"
W16-9B
24"x12"
STA 31+53
K
TO REMAIN)
(EXISTING
'R
N
LYONS ROAD
£ SURVEY P
O
T
S
T A
.0
30 31 32 33
258 259
278 279 31 32 33
T U R N
R
IG
H T
T O
Y
IE
LD
U -T
U R N
T O T
H E
W E L C
O M
E
R E S E R V E
A G R
IC
U
LT
U R A L
B
IK
E
L
A N
E
VEHICLES
TURNING
STOPFOR
W E S T
E A S T
V E
H
IC
L E S
T U
R N
IN
G
S T
O P
F O
R
BIKE LANE
V E
H
IC
L E S
T U
R N
IN
G
S T
O P
F O
R
V E
H
IC
L E S
T U
R N
IN
G
S T
O P
F O
R
TURN
RIGHT
TO
YIELD
U-TURN
3A
3B
3A
3B
(TO BE REMOVED)
TURN
RIGHT
TO
YIELD
U-TURN
STA 30+45.50
4A
4A
R10-16
30"x36"
STA 32+18.00
TURN
RIGHT
TO
YIELD
U-TURN
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
.5
.5
.0
.5
S-6
F I
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C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
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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 s ig n in g P
L A
N S
P .d g
4:32:13 PM
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2020110
PROJECT NO.
S-9 lyons road and boynton beach blvd intersection improvements signing and pavement marking plan
N.T.S.SCALE:
APPROVED:MA
DRAWN: PBV
CHECKED: MK
DATE:05/01/25
U
W A T E R
W A T E R
W A T E R
W A T E R
19.67 19.56
L
IM
IT
S P
E E
D
11'
7'
11'
11'
11'
11'
11'
(TO BE REMOVED)
S1-1
36"x36"
W16-9B
24"x12"
STA 38+25
11'
11'
11'
11'
11'
7' 7'
11'
11'LYONS RD
LYONS RD
10 40
Feet
N
£ SURVEY LYONS ROAD
(EXISTING TO REMAIN) (TO BE REMOVED)
+81.00
+60.00
+10.00
F H
A
T
I
F
6" SOLID WHITE
8" SOLID WHITE
12" SOLID WHITE
18" SOLID WHITE
24" SOLID WHITE
6" SKIP WHITE TYP (10'-30')
6" SKIP WHITE TYP (6'-10')
6" SKIP WHITE TYP (2'-4')
6" SOLID YELLOW
18" SOLID YELLOW
6" DOUBLE YELLOW
6" SKIP YELLOW TYP (10'-30')
6" SKIP YELLOW TYP (6'-10')
6" SKIP YELLOW TYP (2'-4')
AMBER/AMBER
RPM BI-DIRECTIONAL
FDP WHITE
FDP YELLOW
WHITE/RED
RPM BI-DIRECTIONAL
RED/YELLOW
RPM BI-DIRECTIONAL
A
B
C
D
E
F
G
I
J
K
H
L
M
N
P
R
S
T
U
PROPOSED R/W LINE
(EXISTING TO REMAIN)
EXISTING R/W LINE
69.00 (LT)
STA 35+45.00
59.07 (LT) TO
STA 35+07.09
RELOCATE FROM
69.00' (LT)
STA 35+97.00
55.88' (LT) TO
STA 35+96.46
RELOCATE FROM
G
EXISTING R/W LINE
(EXISTING TO REMAIN)
(EXISTING TO REMAIN)
(TYP.)
15'
A
T
TO REMAIN)
(NB EXISTING MARKING
PBC PROJECT#20185032
COORDINATE WITH
LIMIT SIGN WILL BE INSTALLED
#2018503 AND A NEW 45 MPH SPEED
WILL BE REMOVED BY PBC ONGOING PROJECT
THIS EXISTING 50 MPH SPEED LIMIT SIGN
PBC PROJECT#20185032
COORDINATE WITH
(EXISTING TO REMAIN)
34 35 36 37 3834 35 36 37 38
T U R
N P
IK
E F L O
R
ID
A 'S
T O
IN
T E R S T A T E
A H
E A
D A
H E
A D
A H
E A
D
L E
F T L
A N
E
M U
S T
T U
R N L
E F
T
ONE WAY
STOP
T O T
H E
W E
L C
O M
E
R E S
E R
V E
A G
R
IC
U L T
U R
A L
L
IM
IT
S P
E E
D
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
.5
.0
.0
.0
.0
.0
S-7
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
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 s ig n in g P
L A
N S
P .d g
4:32:18 PM
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2020110
PROJECT NO.
S-9 lyons road and boynton beach blvd intersection improvements signing and pavement marking plan
N.T.S.SCALE:
APPROVED:MA
DRAWN: PBV
CHECKED: MK
DATE:05/01/25
MD
7'
11'
11'
7'
11'
11'
LYONS RD
£ SURVEY LYONS ROAD
(TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED)
A
I
F
T
6" SOLID WHITE
8" SOLID WHITE
12" SOLID WHITE
18" SOLID WHITE
24" SOLID WHITE
6" SKIP WHITE TYP (10'-30')
6" SKIP WHITE TYP (6'-10')
6" SKIP WHITE TYP (2'-4')
6" SOLID YELLOW
18" SOLID YELLOW
6" DOUBLE YELLOW
6" SKIP YELLOW TYP (10'-30')
6" SKIP YELLOW TYP (6'-10')
6" SKIP YELLOW TYP (2'-4')
AMBER/AMBER
RPM BI-DIRECTIONAL
FDP WHITE
FDP YELLOW
WHITE/RED
RPM BI-DIRECTIONAL
RED/YELLOW
RPM BI-DIRECTIONAL
A
B
C
D
E
F
G
I
J
K
H
L
M
N
P
R
S
T
U
PROPOSED R/W LINE
EXISTING R/W LINE
EXISTING R/W LINE
10 40
Feet
N
(TYP.)
25'
(TYP.)
15'
M
G
MA
+60.30
+10.30 +60.19
+60.05
I
39 40 41 42 43 44
L E
F T L
A N
E
M U
S T
T U
R N L
E F
T
L E
F T L
A N
E
M U
S T
T U
R N L
E F
T
L E
F T L
A N
E
M U
S T
T U
R N L
E F
T
O N
L Y
O N
L Y
FTP-82-08
24"x36"
FTP-82-08
24"x36"
STA 42+65.57
STA 43+55.79
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
S-8
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
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 s ig n in g P
L A
N S
P .d g
4:32:19 PM
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2020110
PROJECT NO.
S-9 lyons road and boynton beach blvd intersection improvements signing and pavement marking plan
N.T.S.SCALE:
APPROVED:MA
DRAWN: PBV
CHECKED: MK
DATE:05/01/25
19.86
MD
7'
11'
11'
LYONS RD
10 40
Feet
N
£ SURVEY LYONS ROAD
£ SURVEY LYONS ROAD
STA. 46+99.54
END SIGNING & PAVEMENT MARKING
END PROJECT
A
T I
6" SOLID WHITE
8" SOLID WHITE
12" SOLID WHITE
18" SOLID WHITE
24" SOLID WHITE
6" SKIP WHITE TYP (10'-30')
6" SKIP WHITE TYP (6'-10')
6" SKIP WHITE TYP (2'-4')
6" SOLID YELLOW
18" SOLID YELLOW
6" DOUBLE YELLOW
6" SKIP YELLOW TYP (10'-30')
6" SKIP YELLOW TYP (6'-10')
6" SKIP YELLOW TYP (2'-4')
AMBER/AMBER
RPM BI-DIRECTIONAL
FDP WHITE
FDP YELLOW
WHITE/RED
RPM BI-DIRECTIONAL
RED/YELLOW
RPM BI-DIRECTIONAL
A
B
C
D
E
F
G
I
J
K
H
L
M
N
P
R
S
T
U
EXISTING R/W LINE
EXISTING R/W LINE
12'
12'
5'
12'
5'
12'
STA. 46+10.00
PROPOSED R/W LINE
25.25' (LT)
STA. 45+61.52
36.41' (LT)
STA. 46+99.54
24.41' (LT)
STA. 46+99.54
36.41' (LT)
STA. 45+61.52
G
A
+10.04
45 46 47 48 49
M A
T C
H
L I N
E
S
T A
.0
.0
.0
.0
.0
S-9
File details come from the government source that posted it. Updated .