2018503-ROADWAY Plans-Part2 of 4.pdf
PDF 19 MB Posted
- Attached to
- Lyons RD N of L30 Canal to Boynton Bch Blvd
- Solicitation number
- IFB 360 2018503_2020110 1
- Issued by
- Palm Beach County, Florida
About this file
This is a Roadway Plans document (Part 2 of 4) prepared by Propel Engineering, LLC for Palm Beach County Engineering and Public Works, specifically for Project No. 2018503, Lyons Road from the L.W.D.D. L-30 Canal to Boynton Beach Boulevard. The project encompasses roadway widening, milling and resurfacing, utility coordination, drainage improvements, and Type F concrete and granite (C&G) construction along Lyons Road. The plans include detailed horizontal and vertical alignments, station references from approximately 193+60.00 to 279+31.10 on Lyons Road and connections to Boynton Beach Boulevard. The project involves coordination with multiple utility providers including PBCWUD (water and reclaimed water), AT&T (fiber optics and conduits), Comcast (cable), FPL (electrical), and FPUC (gas), with specifications for utility relocation, adjustment, and installation of pull boxes and conduits throughout the corridor. The project includes swale construction at multiple segments, box culvert installations, existing infrastructure preservation, and pedestrian pole relocations.
The plans specify numerous utility conflicts requiring resolution through relocation or adjustment of 12-inch to 42-inch diameter water and reclaimed water mains, fiber optic and telecommunications conduits, gas lines, and electrical infrastructure. Construction details include small pullbox installations (17"x30"x24"D) and large pullbox installations (30"x48"x24"D) with concrete aprons, string and tracer conduit runs ranging from 70 to 600 linear feet, sidewalk construction at six inches thick, and milling and resurfacing limits established at sawcut lines with existing pavement conditions matched. The project profile sheets indicate proposed elevation profiles with grade percentages ranging from approximately -1.236% to +1.236%, reflecting roadway drainage and alignment requirements. No pricing, funding sources, contract terms, or award dates are contained within this plans document, which serves as the technical specification and design reference for construction activities.
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Text version
T H
T H
T H
T H
WATER
AT L-27 CANAL (150 LF)
RUN UNDER BOX CULVERT
PBC ITS 2-2" CONDUITS
630-2-12
R
TV MH
w w
ROADWAY PRODUCTION
S A
N
W A T E R
S A
N 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
175 176 177 178 179
194 195 196 197 198 199
X-148
X-147 S-19
S-20
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' DIP WM
(PBCWUD)
8'' DIP WM
(PBCWUD)
16'' DIP RWM
HH (AT&T)
HH (AT&T) HH (AT&T)
CABLE BTV (COMCAST)
CONDUIT (AT&T)
(2) 4'' PVC
CONDUIT (AT&T)
(1) 4'' PVC
TO PROPOSED GRADE
RAISE WM VALVE
BE-23KV(FPL)
OHE (FPL)6'' PE GM (FPUC)
ADJUST GUTTER AS NEEDED
ADJUST WV TO GRADE AND
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
EXIST C & G (TO REMAIN)
TYPE F C & G TYPE F C & G
TYPE F C & G
TYPE F C & G
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
L .W .D .D
L
C
A N
A L
L .W .D .D
L
C
A N
A L
R C
P
LYONS ROAD
£ SURVEY AND ¡ CONST LYONS ROAD
24" RCP
SUBDIVISION LINE
SUBDIVISION LINE
ACCESS DROP CURB
LWDD MAINTENANCE
ACCESS DROP CURB
LWDD MAINTENANCE
ACCESS DROP CURB
LWDD MAINTENANCE
34.98' (RT)
+79.16
LWDD L-27 CANAL
80' ROW
TO LWDD CANAL L-27
FOR MORE INFORMATION REGARDING
PLEASE REFER TO SURVEY SHEET
27.56' LWDD EASEMENT
CANAL R/W LINE
18.32' 31.68' 30.00'
L .A .E
U .E
22.44 30
0.00' (LT)
+93.86
55.00' (RT)
+46.25
(TYPICAL)
¡ CONST STATIONING
(TYPICAL)
£ SURVEY STATIONING
N. LINE OF TRACT 49
N. LINE OF TRACT 80
L.W.D.D. EASEMENT LINE
ACCESS DROP CURB
LWDD MAINTENANCE
55.00' (LT)
+84.67
6'6' 15' 6'6' 15'
LWDD R/W LINE
6'6' 15' 6'6' 15'
EASEMENT LINE EASEMENT LINE
46.00' (RT)
+25.25
46.00' (LT)
+66.35
46.00' (LT)
+26.74
(SEGMENT 03)
STA 196+00.00
END SWALE (LT)
(SEGMENT 03)
STA 195+00.00
END SWALE (RT)
U .E
L .A .E
(SEGMENT 04)
STA 197+90.00
BEGIN SWALE (LT)
(SEGMENT 04)
STA 198+90.00
BEGIN SWALE (RT)
P
A R
K W
A Y
E
A S
E M
E N
T
L F
R
U R
A L
STRING & TRACER @ 510 LF
2-2" PVC ITS CONDUITS W/ PULL
@ 350 LF
W/ PULL STRING & TRACER
2-2" PVC ITS CONDUITS
(17"X30"X24"D)
SMALL PULLBOX W/CONC APRON
INSTALL PBC
AT L-27 CANAL (150 LF)
RUN UNDER BOX CULVERT
PBC ITS 2-2" CONDUITS
46.00' (RT)
+60.21 630-2-11-2A
630-2-12-2-2
630-2-11-2A
55.00' (RT)
+93.81
0.00' (RT)
+84.62
BOX CULVERT
EXIST 10' X 6'
EL 19.67 (±)
+69.43, 57.27' (LT).
MATCH EXIST SWK
55.00' (LT)
+46.35
EL 20.09 (±)
+82.28, 63.03' (LT).
MATCH EXIST SWK
R
R
SAWCUT LINE
FDOT INDEX 520-010
CONST. OPEN FLUME PER
AS-BUILT; NOT SURVEY VERIFIED.
LOCATION BASED ON COUNTY INFORMATION AND
10' PROPOSED U.E. SHOWN FOR REFERENCE ONLY.
(WITHIN LWDD R/W)
CONC. SIDEWALK (6" THICK)
8' SWK
SAWCUT LINE
T
E
O F
F I
C I
L
R
C O
D
I
S
E E
T
E C
T R
O N
C
G I
T A
L
Y
G N
N
A L
U
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 r o a d w a y p la n r d .d g n
9:21:53 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# 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
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
UTILITY EASEMENT
20' PALM BEACH COUNTY
L.W.D.D. L-27 CANAL
80' ROW
LEGEND:
WIDENING
N 00° 26' 28" W
N 00° 26' 28" W
PALM BEACH FARMS CO - PLAT NO. 3 PALM BEACH FARMS CO - PLAT NO. 3
CANYON SPRINGS CANYON ISLES PLAT ONE
N00°26'28"W (PGL)
e c c
D b
C o g o
P o in t
(A e c c
La n d
T H
T H
T H
T H
ROADWAY PRODUCTION
S D
180 181 182 183 184 185
200 201 202 203 204
X-150
X-149 X-151
X-152
X-153
S-21
S-22
S-23
S-24
S-24A
CONST 4 LF-12" PIPE
S-23A
CONST 4 LF-12" PIPE
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' DIP WM
(PBCWUD)
16'' DIP RWM
(2) 4'' PVC CONDUIT (AT&T)
CABLE BTV (COMCAST)
TO AVOID CONFLICT WITH INLET & PIPE
RELOCATE 16" DIP WM (PBCWUD)
AT INLET LOCATION
RELOCATE 6" GM (FPUC)
BE-23KV(FPL)
6'' PE GM (FPUC)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
TYPE F C & G
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
R C
P
R C
P
30" RCP18" RCP
LYONS ROAD £ SURVEY AND ¡ CONST LYONS ROAD
REMOVE EXIST C & G
46.00' (RT)
+92.80
STA. 200+92.55, 18.00' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
TYPE F C&G
TYPE F C&G
EASEMENT LINE
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 510 LF
2-2" PVC ITS CONDUITS W/ PULL
W/CONC APRON(17"X30"X24"D)
INSTALL PBC SMALL PULLBOX
630-2-11-2A
630-2-11-2A
SAWCUT LINE
AS-BUILT; NOT SURVEY VERIFIED.
LOCATION BASED ON COUNTY INFORMATION AND
10' PROPOSED U.E. SHOWN FOR REFERENCE ONLY.
LINE
T
F I
C I
C O
E E
T
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T R
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A L
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L E
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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
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 p la n r d .d g n
8:54:16 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# 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
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
LEGEND:
WIDENING
N 00° 26' 28" W
¬ = 01° 00' 00'' (LT)
PI STA 200+92.55, 18.00 (RT)
PALM BEACH FARMS CO - PLAT NO. 3 PALM BEACH FARMS CO - PLAT
CANYON ISLES PLAT ONE
N 00° 26' 28" W (PGL) N 01° 26' 28" W (PGL)
A e c c
D b
C o g o
P o in t
(A e c c
La n d
T H
T H
7T
H
T H
GAS
WATER
EM
TV
X
X
T
MH
T
T
T T
ROADWAY PRODUCTION
S A
N S
A N
S A
N
S A
N
186 187 188 189 190 191
205 206 207 208 209 210
19.11
19.05
X-155
X-154 S-25
S-26
S-26A
CONST 4 LF-12" PIPE
S-25ACONST 4 LF-12" PIPE
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' DIP WM
(PBCWUD)
16'' DIP RWM
(2) 4'' PVC CONDUIT (AT&T)
CABLE BTV (COMCAST)
TO AVOID CONFLICT WITH INLET & PIPE
RELOCATE 16" DIP WM (PBCWUD)RELOCATE GM VALVE AND ADJUST TO GRADE.
AT INLET LOCATION
RELOCATE 6" GM (FPUC)
BE-23KV(FPL)
6'' PE GM (FPUC)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
MILLING AND RESURFACING
TYPE F C & G
TYPE F C & G
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
M E
A D
O W
L
A K
R C
P
R C
P
30" RCP
206+44.10, 8.37 (RT)
BEGIN TAPER
206+94.10, 3.50 (LT)
END TAPER
TYPE F C & G
£ SURVEY AND ¡ CONST LYONS ROAD
MILLING AND RESURFACING
EXIST C & G (TO REMAIN)
REMOVE EXIST C & G
LARGE PULLBOX
INSTALL PBC17.81' (RT)
+64.35
61.00' (RT)
+09.61
20.00' (LT)
+08.30
34.50 (RT), EL 18.44
STA. 206+36.77
END TYPE F C&G
45.50 (RT), EL 18.31
STA. 206+36.77
BEGIN TYPE F C&G
EL 18.43 (±)
STA. 209+85.95, 47.61' (RT)
CONNECT TO EXIST C&G
END TYPE F C&G
EXIST C&G (TO REMAIN)
EL 18.11 (±)
45.50' (RT)
+01.87
43.50' (RT)
+01.87
CR-E
95.00' (RT)
+08.01
EASEMENT LINE
(SEGMENT 04)
STA 209+20.00
END SWALE (RT)
STRING & TRACER @ 510 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 480 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 150 LF
2-2" PVC ITS CONDUITS W/ PULL
W CONC APRON (30"X48"X24'D)
INSTALL PBC LARGE PULLBOX/
6.46' (RT)
+14.46
EL 18.58 (±)
45.50' (RT)
+71.58
630-2-11-2A
630-2-11-2A 630-2-12-2-2
EXIST MAST ARM FOUNDATION
EXIST MAST ARM FOUNDATION
STA. 209+75.02, 18.06' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
5.83' (RT)
+91.22
7.2R
20.06' (LT)
+75.02
20.07' (LT)
+91.22
OF SIMMONS & WHITE AND FIELD VISIT
OF INTERSECTION DONE BY 90% CADD
THE EXISTING LINEWORK OF EAST SIDE
EL 18.51 (±)
STA. 210+17.37, 95.90' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
R
CR-A
CR-A
(SEGMENT 04)
STA 209+50.00
END SWALE (LT)
(TO BE RELOCATED)
EXIST PED POLE
(TO BE RELOCATED)
EXIST PED POLE
SAWCUT LINE
AS-BUILT; NOT SURVEY VERIFIED.
LOCATION BASED ON COUNTY INFORMATION AND
10' PROPOSED U.E. SHOWN FOR REFERENCE ONLY.
LINE
EL 18.61
46.00' (LT)
+67.37
T
F I
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C O
E E
T
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T R
O N
G I
T A
L
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A L
D
L E
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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
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 p la n r d .d g n
8:54:37 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# 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
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
EASEMENT
10' UTILITY
LEGEND:
WIDENING
N 00° 26' 28" W
LYONS ROAD
¬ = 01° 00' 00'' (RT)
PI STA 206+94.10, 7.50' (LT)
¬ = 01° 00' 00'' (RT)
PI STA 209+96.13, 7.50' (LT)
PALM BEACH FARMS CO - PLAT NO. 3
CANYON ISLES PLAT ONE
N 01° 26' 28" W (PGL)
N 00° 26' 28" W (PGL)
N00°33'32"E (PGL)
N00°26'28"W (PGL)
VALENCIA GRAND
CANYON ISLES
A e c c
D b
C o g o
P o in t
(A e c c
La n d
A e c c
D b
C o g o
P o in t
(A e c c
La n d
T H
A T
H
T H
T H
T H
TH46B
TH46A
TH47A
T H
B T
H
T H
TT
TT
T
T
T
T T
EM
w w w w
GG
X
X T
T
T
T
T
ROADWAY PRODUCTION
W A T E R
W A T E R
W A T E R
W A T E R
191 192 193 194 195 196
211 212 213 214 215 216
19.08
X-157
X-156
S-27
S-27A
CONST 8 LF-18" PIPE
(PBCWUD)
10'' DIP WM
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' DIP WM
(PBCWUD)
16'' DIP WM
(PBCWUD)
16'' DIP RWM
(1) 4'' PVC CONDUIT (AT&T)
(2) 4'' PVC CONDUIT (AT&T)
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
CABLE BTV (COMCAST)
GM VALVE TO BE ADJUSTED
TO AVOID CONFLICT WITH INLET & PIPE
RELOCATE 16" DIP WM (PBCWUD)
RELOCATE 6" GM AT INLET LOCATION
TO AVOID CONFLICT WITH INLET & PIPE
AND CAPPED BY THE CONTRACTOR
1.5" PVC IRRIGATION PIPE TO BE CUT
RELOCATE FIRE HYDRANT
BE-23KV(FPL)
6'' PE GM (FPUC)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
50'R
PROPERTY LINE
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
TYPE F C & G
TYPE F C & G
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
M E
A D
O W
L
A K
30" RCP
R C
P
LYONS ROAD
R C P
£ SURVEY AND ¡ CONST LYONS ROAD
EASEMENT
MASS TRANSIT
TYPE F C & G
REMOVE EXIST C & G
M A
P
V
L L E
Y
R
D
95.00' (RT)
+91.91
5.97' (LT)
+85.01
17.76' (LT)
+38.91
46.00' (RT)
+97.43
EL 17.91 (±)
STA. 210+79.86, 87.65' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
EL 18.78
37.85' (RT)
+30.74
42.05 (RT), EL 17.95
STA. 213+71.17
BEGIN TYPE F C&G
CR-E
68.78' (RT)
+98.15
EASEMENT LINE
(SEGMENT 04)
STA 212+50.00
BEGIN SWALE (RT)
STA. 215+97.68, 18.00' (RT)
CONNECT TO EXIST C&G
END TYPE F C&G
W/ PULL STRING & TRACER @ 150 LF
2-2" PVC ITS CONDUITS
STRING & TRACER @ 480 LF
2-2" PVC ITS CONDUITS W/ PULL
(17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
41.88 (RT), EL 17.96
STA. 213+61.63
END TYPE F C&G
20.00' (RT)
+97.64
630-2-12-2-2
630-2-11-2A
87.65' (RT)
+77.86
68.64' (RT)
+59.73
87.65' (RT)
+59.65
REMOVE EXIST C&G
EXIST MAST ARM FOUNDATION
EXIST MAST ARM FOUNDATION
STA. 211+30.39, 5.75' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G7.73' (LT)
+11.60
17.60' (RT)
+11.16
7.7 R
9.68' (RT)
+21.01
7.75' (LT)
+30.38
EL 18.41 (±)
STA. 210+79.45, 106.67' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
R
CR-A
CR-A
R/W DEDICATION BY VALENCIA GRAND
(TO BE RELOCATED)
EXIST PED POLE
EL 17.64
57.00' (LT)
+21.30
EL 18.17
46.00' (LT)
+71.30
(SEGMENT 04)
STA 211+60.00
BEGIN SWALE (LT)
EL 18.19
57.00' (LT)
+29.45
SAWCUT LINE
FDOT INDEX 520-010
CONST. OPEN FLUME PER
AS-BUILT; NOT SURVEY VERIFIED.
LOCATION BASED ON COUNTY INFORMATION AND
10' PROPOSED U.E. SHOWN FOR REFERENCE ONLY.
LINE
T
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
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 p la n r d .d g n
8:54:58 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# 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
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
EASEMENT
10' UTILITY
LEGEND:
WIDENING
N 00° 26' 28" W
¬ = 01° 00' 00'' (LT)
PI STA 215+97.68, 18.00' (LT)
PALM BEACH FARMS CO - PLAT NO. 3
CANYON ISLES PLAT ONE
N00°33'32"E (PGL)
N00°33'32"E (PGL)
N00°26'28"W (PGL)
VALENCIA GRAND
c c
D b
C o g o
P o in t
(A e c c
La n d
T H
T H
T H
T H
AT INLET LOCATION
RELOCATE COMCAST CABLE
ROADWAY PRODUCTION
S D
197 198 199 200 201 202
216 217 218 219 220 221
X-158 X-159
X-160
S-28
S-29
S-29A
CONST 4 LF-12" PIPE
S-28A
CONST 3 LF-12" PIPE
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' DIP RWM
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
HH (AT&T)
CABLE BTV (COMCAST)
TO AVOID CONFLICT WITH INLET & PIPE
RELOCATE 16" DIP WM (PBCWUD)
AT INLET LOCATION
RELOCATE 6" GM (FPUC)
STA 219+50.00
BEGIN RELOCATE 16" DIP WM (PBCWUD)
STA 221+50.00
END RELOCATE 16" DIP WM (PBCWUD)
BE-23KV(FPL)
6'' PE GM (FPUC)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
TYPE F C & G
TYPE F C & G
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
30" RCP 18" RCP
R C
P
LYONS ROAD £ SURVEY AND ¡ CONST LYONS ROAD
EASEMENT LINE
STRING & TRACER @ 480 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 490 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 600 LF
2-2" PVC ITS CONDUITS W/ PULL
(17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
(30"X48"X24"D)
W/CONC APRON
LARGE PULLBOX
INSTALL PBC
630-2-11-2A
630-2-11-2A
630-2-11-2A
SAWCUT LINE
AS-BUILT; NOT SURVEY VERIFIED.
LOCATION BASED ON COUNTY INFORMATION AND
10' PROPOSED U.E. SHOWN FOR REFERENCE ONLY.
LINE
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 r o a d w a y p la n r d .d g n
8:55:19 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# 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
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
LEGEND:
WIDENING
N 00° 26' 28" W
PALM BEACH FARMS CO - PLAT NO. 3 PALM BEACH FARMS CO - PLAT NO. 3
CANYON ISLES PLAT ONE
N00°26'28"W (PGL)
T H
T H
T H
T H
T H
T H
TH51
TH52
T H
A
T H w
MH
ROADWAY PRODUCTION
S A
N
W A T E R
S A
N
W A T E R
W A T E R
W A T E R
S A
N
W A
T E
R
203 204 205 206 207
222 223 224 225 226 227
X-162
X-161S-30
S-31
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' DIP WM
CABLE BTV (COMCAST)
AND (1) 1'' BFOC (AT&T)
(1) 0.5'' BFOC
(PBCWUD)
16'' DIP RWM
TO PROPOSED GRADE
RAISE WM VALVE
BE-23KV(FPL)
BE-23KV(FPL)
BE-23KV(FPL)
OHE (FPL)
6'' PE GM (FPUC)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
BOX CULVERT
EXIST 10' X 6'
MILLING AND RESURFACING
MILLING AND RESURFACING
TYPE F C & G
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
L .W .D .D
L
C
A N
A L
L .W .D .D
L
C
A N
A L
TYPE F C & G
R C
P
£ SURVEY AND ¡ CONST LYONS ROAD
EASEMENT LINE
SUBDIVISION LINE
SUBDIVISION LINE
PROPERTY LINE
SUBDIVISION LINE
ACCESS DROP CURB
LWDD MAINTENANCE
ACCESS DROP CURB
LWDD MAINTENANCE
ACCESS DROP CURB
LWDD MAINTENANCE
L.W.D.D. L-26 CANAL
90' ROW
26.4 503.6' LWDD EASEMENT 5' L.W.D.D. EASEMENT
10' L.W.D.D. EASEMENT
N. LINE OF TRACT 1
L.W.D.D. L-26 CANAL
90' ROW
26.43.6' LWDD EASEMENT 50 10' L.W.D.D. EASEMENT
N. LINE OF TRACT 16
55.00' (LT)
+91.36
TO LWDD CANAL L-26
FOR MORE INFORMATION REGARDING
PLEASE REFER TO SURVEY SHEET
(TYPICAL)
£ SURVEY STATIONING
(TYPICAL)
¡ CONST STATIONING
6'6' 15' 6' 15' 6'
ACCESS DROP CURB
LWDD MAINTENANCE
6'6' 15' 6' 6'15'
EASEMENT LINE
EASEMENT LINE
45.99' (RT)
+87.66
46.00' (RT)
+37.51
(SEGMENT 04)
STA 222+50.00
END SWALE (RT)
(SEGMENT 04)
STA 222+50.00
END SWALE (LT)
U .E
L .A .E
(SEGMENT 05)
STA 225+50.00
BEGIN SWALE (LT)
(SEGMENT 05)
STA 225+50.00
BEGIN SWALE (RT)
STRING & TRACER @ 600 LF
2-2" PVC ITS CONDUITS W/ PULL
W/ PULL STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS
(17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
55.00' (RT)
+91.26
55.00' (LT)
+67.71
55.00' (LT)
+72.71
46.00' (LT)
+32.20
630-2-11-2A
630-2-11-2A
55.00' (RT)
+67.71
46.00' (LT)
+93.74SAWCUT LINE
TYPE F C&G
AS-BUILT; NOT SURVEY VERIFIED.
LOCATION BASED ON COUNTY INFORMATION AND
10' PROPOSED U.E. SHOWN FOR REFERENCE ONLY.
LINE
(WITHIN LWDD R/W)
CONC. SIDEWALK (6" THICK)
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 r o a d w a y p la n r d .d g n
8:55:41 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# 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
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
UTILITY EASEMENT
20' PALM BEACH COUNTY
¬ = 00° 03' 04'' (RT)
18.00' (RT)
PI STA 224+43.69
LEGEND:
WIDENING
N 00° 26' 28" W
N 00° 26' 28" W
N 00° 23' 24" W
¬ = 00° 03' 04'' (RT)
PI STA 224+43.69
¬ = 00° 03' 04'' (RT)
PI STA 224+43.69, 18.00' (LT)
LYONS ROAD
CANYON ISLES PLAT ONE
PALM BEACH FARMS CO - PLAT NO. 3
LYONS WEST AGR PUD PLAT ONE
CANYON LAKES PLAT ONE
N00°23'24"W (PGL)
c c
D b
C o g o
P o in t
(A e c c
La n d
T H
T H
T H
T H
T H
4GAS
ROADWAY PRODUCTION
208 209 210 211 212 213
228 229 230 231 232
X-163
X-164
X-165
X-166
S-32
S-33
S-35
S-35A
CONST 3 LF-12" PIPE
S-34A
S-34
CONST 4 LF-12" PIPE
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' PVC WM
(PBCWUD)
16'' PVC WM
(PBCWUD)
16'' DIP RWM
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
CABLE BTV (COMCAST)
GM VALVE TO BE ADJUSTED
TO AVOID CONFLICT WITH INLET & PIPE
RELOCATE 16" DIP WM (PBCWUD)
BE-23KV(FPL)
BE-23KV(FPL)
6'' PE GM (FPUC)
STA 232+50.00
BEGIN 6" GM DEEPENING
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
EXIST C & G (TO REMAIN)
TYPE F C & G
(TO REMAIN)
EXIST SIDEWALK
R C
P
R C
P
18" RCP
30" RCP
LYONS ROAD
EASEMENT
PARKWAY
100 LF RURAL
£ SURVEY AND ¡ CONST LYONS ROAD
(TO REMAIN)
EXIST SIDEWALK
46.00' (RT)
+58.70
STA. 229+58.46, 18.00' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
TYPE F C&G
EASEMENT LINE
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
(17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
20.00' (RT)
+58.49
630-2-11-2A
630-2-11-2A
SAWCUT LINE
LINE
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 r o a d w a y p la n r d .d g n
8:56:02 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# 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
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
LEGEND:
WIDENING
N 00° 23' 24" W
¬ = 01° 00' 00'' (LT)
PI STA 229+58.46, 18.00' (LT)
LYONS WEST AGR PUD PLAT ONE
CANYON LAKES PLAT ONE
N00°23'24"W (PGL) N01°23'24"W (PGL)
N00°23'24"W (PGL)
STA 233+50.00
END 6" GM DEEPENING
ROADWAY PRODUCTION
S D
S D
214 215 216 217 218 219
233 234 235 236 237 238
X-167
X-169
X-168 X-170
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' PVC WM
(PBCWUD)
16'' DIP RWM
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
CABLE BTV (COMCAST)
BE-23KV(FPL)
6'' PE GM (FPUC)STA 233+50.00
END 6" GM DEEPENING
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
10' DRAINAGE
EASEMENT
10' DRAINAGE
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
MILLING AND RESURFACING
TYPE F C & G (TO REMAIN)
EXIST C & G
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
EXIST C & G
REMOVE
TYPE F C & G
30" RCP
36" RCP
R C
P
R C
P
36" RCP
R C P
£ SURVEY AND ¡ CONST LYONS ROAD
LYONS ROAD
RESURFACING
MILLING AND
235+10.00, 8.37 (RT)
BEGIN TAPER
235+60.00, 3.50 (LT)
END TAPER
(TO REMAIN)
EXIST C & G
TYPE F C & G
REMOVE EXIST C & G
18.02' (RT)
+30.28
6.20' (RT)
+81.44
35.00' (LT)
+29.33
17.81' (LT)
+40.00
5.74' (RT)
+26.75
STA. 233+88.54, 18.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
34.43' (RT)
+07.16
EXIST C&G (TO REMAIN)EXIST C&G (TO REMAIN)
EL 17.91 (±)
STA. 236+24.71, 46.00' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
EL 17.79 (±)
STA. 236+09.62, 46.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
ADJUST EXIST. INLET
31.60' (RT)
+40.00
35.34' (RT)
+40.00
20.00' (LT)
+88.57
EASEMENT LINE
L .A .E
U .E
. (SEGMENT 05)
STA 234+90.00
END SWALE (RT)
(SEGMENT 05)
STA 235+30.00
END SWALE (LT)
U .E
L .A .E
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 150 LF
2-2" PVC ITS CONDUITS W/ PULL
(17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
EL 18.23 (±)
46.12' (RT)
+06.51
36.42 (RT), EL 18.44 (±)
STA. 235+07.36
END TYPE F C&G
EL 17.78 (±)
STA. 236+25.59, 46.00' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
EL 18.24 (±)
STA. 237+29.32, 46.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
EL 18.16 (±)
STA. 237+27.76, 46.02' (RT)
CONNECT TO EXIST C&G
END TYPE F C&G
630-2-11-2A
630-2-11-2A
SAWCUT LINE
TYPE F C&G LINE
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 r o a d w a y p la n r d .d g n
8:56:23 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# 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
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
LEGEND:
WIDENING
N 00° 23' 24" W
¬ = 01° 00' 00'' (RT)
PI STA 235+60.00, 7.50' (LT)
¬ = 01° 00' 00'' (RT)
PI STA 233+88.54, 18.00' (LT)
LYONS WEST AGR PUD PLAT ONE
CANYON LAKES PLAT ONE
N01°23'24"W (PGL)
N00°36'36"E (PGL)
N00°23'24"W (PGL)
ROADWAY PRODUCTION
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
S A
N
W A T E R
W A T E R
W A T E R
E L
E C
219 220 221 222 223 224
239 240 241 242 243 244
X-172
X-171
(PBCWUD)
16'' PVC WM
(PBCWUD)
10'' DIP WM
(PBCWUD)
16'' DIP RWM
(PBCWUD)
16'' DIP FM
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
(1) 1'' BT(25 PAIR) (AT&T)
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
CABLE BTV (COMCAST)
6'' PE GM (FPUC)
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
EXIST 2-2'' PVC ITS CONDUIT (PBC)
EXIST 2-2'' PVC ITS CONDUIT (PBC)
BE-23KV(FPL)
(2) BE-23KV(FPL)
BE-23KV(FPL)
(1) 0.5'' BFOC (AT&T)
6'' PE GM (FPUC)
EXIST TRANSFORMER
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
10' DRAINAGE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
20' DRAINAGE
PGL RT
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
TYPE F C & G
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
RECONSTRUCT MEDIAN NOSE
C A
N Y
O N
L
A K
L A
K E
R
O Y
A L
R
D
EXIST C & G
REMOVE
SIGNAL POLE
EXISTING
SIGNAL POLE
EXISTING
SIGNAL POLE
EXISTING
SIGNAL POLE
EXISTING
36" RCP
R C
P
LYONS ROAD
PGL RT
PGL LT
EXIST C & G (TO REMAIN)
TYPE F C & G
242+98.81, 3.50 (RT)
BEGIN TAPER
EXIST C & G (TO REMAIN)
£ SURVEY AND ¡ CONST LYONS ROAD
REMOVE EXIST C & G
TYPE F C & G
(TO REMAIN)
EXIST C & G
PULL BOX (TO REMAIN)
EXISTING PBC 630-2-11
RECONSTRUCT MEDIAN NOSE
SUBDIVISION LINE
.2
R
.2
R
55.00' (LT)
+63.03
55.00' (RT)
+66.16
55.00' (RT)
+69.06
6.10' (LT)
+54.77
17.45' (LT)
+03.12
5' LAE
10'UE
EL 18.45 (±)
STA. 243+48.51, 35.50' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
33.50' (LT)
+48.55
3.50' (LT)
+46.83 6.00' (RT)
+72.00
18.00' (LT)
+72.00
96.45' (RT)
+78.52
10.00' (RT)
+03.20
3.50' (RT)
+03.28
35.20' (RT)
+32.93
EASEMENT LINE
STRING & TRACER @ 150 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 520 LF
2-2" PVC ITS CONDUITS W/ PULL
55.00' (LT)
+69.30
EL 17.81 (±)
STA. 242+32.50, 46.38' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
BOX (TO REMAIN)
EXISTING PBC PULL
630-2-11-2A
95.88' (RT)
+56.06
10.00' (LT)
+46.89
LINE
T
F I
C I
C O
E E
T
E C
T R
O N
G I
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L
G N
A L
D
L E
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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
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 p la n r d .d g n
8:56:44 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# 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
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
EASEMENT
10' UTILITY
EASEMENT
5' LIMITED ACCESS
LEGEND:
WIDENING
N 00° 23' 24" W
¬ = 01° 00' 00'' (RT)
PI STA 238+60, 7.50' (LT)
¬ = 01° 00' 00'' (LT)
PI STA 239+90.08, 7.50' (LT)
¬ = 01° 00' 00'' (LT)
PI STA 243+48.81, 7.50' (LT)
END TAPER
LYONS WEST AGR PUD PLAT ONE
CANYON LAKES PLAT ONE
N00°36'36"E (PGL)
N00°36'36"E (PGL) N00°23'24"W (PGL) N01°23'24"W (PGL)
ROADWAY PRODUCTION
W A T E R
S D
225 226 227 228 229 230
244 245 246 247 248 249
X-173
X-174
(PBCWUD)
16'' DIP FM
(PBCWUD)
16'' PVC WM
(PBCWUD)
16'' DIP RWM
HH (AT&T)
CABLE BTV (COMCAST)
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
BE-23KV(FPL)
6'' PE GM (FPUC)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
PGL RT
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
EXIST C & G (TO REMAIN)
TYPE F C & G
TYPE F C & G
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
TYPE F C & G
R C
P
LYONS ROAD
£ SURVEY AND ¡ CONST LYONS ROAD
REMOVE EXIST C & G
TYPE F C & G
TYPE F C & G
PGL LT
SUBDIVISION LINE
SUBDIVISION LINE
STA. 244+61.55, 18.00' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
EL 17.83
43.38' (LT)
+00.12
EL 17.85
44.00' (LT)
+35.35
EL 17.86
STA. 248+25.63, 46.00' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
EL 17.85 (±)
STA. 248+09.74, 46.00' (RT)
CONNECT TO EXIST C&G
END TYPE F C&G
ADJUST EXIST. INLET
ADJUST EXIST. INLET
STA. 249+50.35, 18.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
EASEMENT LINE
STRING & TRACER @ 520 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
(17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
630-2-11-2A
630-2-11-2A
SAWCUT LINE
LINE
EL 17.81 (±)
STA. 248+25.81, 46.05' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&GEL 17.76 (±)
STA. 248+09.88, 46.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
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 r o a d w a y p la n r d .d g n
8:57:04 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# 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
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
UTILITY EASEMENT
20' PALM BEACH COUNTY
LEGEND:
WIDENING
N 00° 23' 24" W
¬ = 01° 00' 00'' (LT)
PI STA 244+61.55, 18.00' (RT)
¬ = 01° 00' 00'' (LT)
PI STA 249+50.35, 18.00' (RT)
LYONS WEST AGR PUD PLAT ONE
CANYON LAKES-PLAT SIX
CANYON LAKES-PLAT SIX
N00°36'36"E (PGL) N00°23'24"W (PGL)
N01°23'24"W (PGL)
c c
D b
C o g o
P o in t
(A e c c
La n d
T H
T H
T H
TH63
T H
A
T H
T H
T H
GAS
AT L-25 CANAL (150 LF)
RUN UNDER BOX CULVERT
PBC ITS 2-2" CONDUITS
630-2-12
ROADWAY PRODUCTION
S A
N
U
U
S A
N
S A
N
W A T E R
W A
T E
R
231 232 233 234 235
250 251 252 253 254 255
X-175
X-176
CONST 4 LF-12" PIPE
CONST 4 LF-12" PIPE S-36
S-36A
S-37
S-37A
(PBCWUD)
16'' DIP WM
(PBCWUD)
16'' DIP FM
(PBCWUD)
8'' DIP WM
(PBCWUD)
16'' DIP RWM
(1) 1'' BFOC (AT&T)
HH (AT&T) HH (AT&T)
CABLE BTV (COMCAST)
(1) 0.5'' BFOC AND (1) 1'' BFOC (AT&T)
ADJUSTED
GM VALVE TO BE
TO AVOID CONFLICT WITH INLET & PIPE
RELOCATE 16" DIP WM (PBCWUD)
(2) BE-23KV(FPL)
(2) BE-23KV(FPL)
6'' PE GM (FPUC)
BE-23KV(FPL)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
UTILITY EASEMENT
15' PALM BEACH COUNTY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
PARKWAY
100 LF RURAL
EASEMENT
ACCESS
5' LIMITED
PGL RT
PGL LT
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
MILLING AND RESURFACING
TYPE F C & G
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
L .W .D .D
L
C
A N
A L
TYPE F C & G
R C
P
30" RCP
EXIST C & G (TO REMAIN)
EXIST C & G (TO REMAIN)
EASEMENT LINE
EASEMENT LINE
SUBDIVISION LINE
SUBDIVISION LINE
SUBDIVISION LINE
SUBDIVISION LINE
ACCESS DROP CURB
LWDD MAINTENANCE
ACCESS DROP CURB
LWDD MAINTENANCE
6.10' (RT)
+81.48
34.57' (RT)
+76.25
BOX CULVERT
EXIST 10' X 6'
EXIST ENDWALL
L.W.D.D. L-25 CANAL
80' ROW
9.36' LWDD EASEMENT 30 5' L.W.D.D. EASEMENT
L.W.D.D. L-25 CANAL
110' ROW
35.64'
20' L.W.D.D. EASEMENT24.36' LWDD EASEMENT
N. LINE OF TRCT 49
L.W.D.D. L-25 CANAL
90' ROW
36'10' LWDD EASEMENT 14' 30'
N. LINE OF TRACT 80
L .W .D .D
L
C
A N
A L
55.00' (RT)
+68.83
0.00' (LT)
+88.83
55.00' (LT)
+69.34
0.00' (LT)
+69.35
¡ CONST LYONS ROAD
£ SURVEY AND
(TYPICAL)
£ SURVEY STATIONING
(TYPICAL)
¡ CONST STATIONING
TO LWDD CANAL L-25
FOR MORE INFORMATION REGARDING
PLEASE REFER TO SURVEY SHEET
EL 18.22 (±)
STA. 254+27.61, 46.00' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
EL 18.21 (±)
STA. 254+11.76, 46.00' (RT)
CONNECT TO EXIST C&G
END TYPE F C&G
TYPE F C&G
ADJUST EXIST. INLET
EXIST R/W LINE
6' 15' 6' 6' 15' 6'
MILLING AND RESURFACING
6' 15' 6'
6' 15' 6'
ACCESS DROP CURB
LWDD MAINTENANCE
35.10' (LT)
+11.36
EASEMENT LINE
46.00' (RT)
+78.83
46.00' (LT)
+41.82
(SEGMENT 06)
STA 252+00.00
BEGIN SWALE (LT)
U .E
L .A .E
(SEGMENT 06)
STA 252+00.00
BEGIN SWALE (RT)
(SEGMENT 06)
STA 254+50.00
END SWALE (LT)
L .A .E
U .E
EL 18.07 (±)
STA. 254+11.35, 46.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 350 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
W/CONC APRON(30"X48"X24"D)
INSTALL PBC LARGE PULLBOX
(17"X30"X24"D)
W/CONC APRON
SMALL PULLBOX
INSTALL PBC
AT L-25 CANAL (150 LF)
RUN UNDER BOX CULVERT
PBC ITS 2-2" CONDUITS
0.00' (LT)
+03.71
46.00' (LT)
+94.70
55.00' (RT)
+88.83
46.00' (RT)
+35.81
55.00' (LT)
+03.70
ENDWALL
EXIST
0.00' (LT)
+68.82
630-2-11-2A 630-2-11-2A
630-2-12-2-2
630-2-11-2A
SAWCUT LINE
LINE
T
F I
C I
C O
E E
T
E C
T R
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G I
T A
L
G N
A L
D
L E
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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
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 p la n r d .d g n
8:57:25 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# 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
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
LEGEND:
WIDENING
EASEMENT
10' UTILITY
N 00° 23' 24" W
LYONS ROAD
LYONS WEST AGR-PUD
CANYON LAKES-PLAT ONE
N00°23'24"W (PGL)
N00°23'24"W (PGL)
S '3
W c c
D b
C o g o
P o in t
(A e c c
La n d
A e c c
D b
C o g o
P o in t
(A e c c
La n d
T H
A T
H T
H
T H
2T
H
ROADWAY PRODUCTION
S
D
236 237 238 239 240 241
256 257 258 259 260
X-177 X-178
X-179
CONST 4 LF-12" PIPE
CONST 4 LF-12" PIPE
S-38
S-38A
S-39
S-39A
(PBCWUD)
16'' DIP FM
(PBCWUD)
16'' DIP WM
(PBCWUD)
16'' DIP WM
(PBCWUD)
16'' DIP RWM
(2) 0.5'' BFOC (AT&T)
CABLE BTV (COMCAST)
TO AVOID CONFLICT WITH INLET & PIPE
RELOCATE 16" DIP WM (PBCWUD)
WITH INLET & PIPE
TO AVOID CONFLICT
AND CAPPED BY THE CONTRACTOR
3" IRRIGATION PIPE TO BE CUT
BE-23KV(FPL)
6'' PE GM (FPUC)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
UTILITY EASEMENT
15' PALM BEACH COUNTY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
EXIST C & G (TO REMAIN) EXIST C & G (TO REMAIN)
TYPE F C & G
TYPE F C & G
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
R C
P
36" RCP30" RCP
LYONS ROAD
£ SURVEY AND ¡ CONST LYONS ROAD
TYPE F C & G
REMOVE EXIST C & G
REMOVE EXIST C & G
42" RCP
TYPE F C&G
EL 19.08(±)
46.00' (RT)
+26.47
EL 18.39 (±)
42.05' (RT)
+01.28
EL 18.38 (±)
41.42' (RT)
+37.16
34.94' (LT)
+11.72
EL 18.19 (±)
STA. 260+09.94, 46.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
34.99' (RT)
+26.47
STA. 257+77.66, 17.95' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G19.95' (RT)
+77.69
EASEMENT LINE
EL 18.22 (±)
STA. 260+27.17, 46.00' (RT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
(SEGMENT 06)
STA 256+50.00
END SWALE (RT)
(SEGMENT 06)
STA 260+16.00
BEGIN SWALE (RT)
EL 18.22 (±)
STA. 260+11.22, 46.06' (RT)
CONNECT TO EXIST C&G
END TYPE F C&G
(SEGMENT 06)
STA 257+50.00
BEGIN SWALE (LT)
EL 19.13 (±)
STA. 257+11.72, 46.00' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
R
K W
A Y
E
A S
E M
E N
T
L F
R
U R
A L
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 510 LF
2-2" PVC ITS CONDUITS W/ PULL
W/CONC APRON (30"X48"X24"D)
INSTALL PBC LARGE PULLBOX
630-2-11-2A 630-2-11-2A
EL 18.18 (±)
STA. 260+25.85, 46.00' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
SAWCUT LINE
LINE
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 r o a d w a y p la n r d .d g n
8:57:47 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# 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
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
LEGEND:
WIDENING
N 00° 23' 24" W
¬ = 01° 00' 00'' (LT)
PI STA 257+74.65, 18.00' (RT)
LYONS WEST AGR PUD-PLAT EIGHT
CANYON LAKES-PLAT ONE
N00°23'24"W (PGL) N01°23'24"W (PGL)
c c
D b
C o g o
P o in t
(A e c c
La n d
T H
6T
H
T H
TH66
T H
A
T H
ROADWAY PRODUCTION
S A
N
S A
N
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
S D
242 243 244 245 246 247
261 262 263 264 265 266
X-180 X-181
X-182 S-40
S-40A
PIPE
CONST 4 LF-12"
(PBCWUD)
16'' DIP RECLAIMED WM
(PBCWUD)
16'' DIP FM
(PBCWUD)
16'' DIP RWM
(PBCWUD)
16'' DIP WM
CABLE BTV (COMCAST)
(PBCWUD)
8'' DIP WM
(2) 0.5'' BFOC (AT&T)
(PBCWUD)
16'' DIP WM
2-2" PVC CONDUITS
CONNECT PROPOSED PBC TRAFFIC-ITS
LARGE PULLBOX (30" X 48" X 24" D)
PBC TRAFFIC-ITS
FURNISH & INSTALL
TO AVOID CONFLICT WITH INLET & PIPE
RELOCATE 16" DIP WM (PBCWUD)
INSTALL FPL BE MIN. 1' AWAY FROM INLET
BE-23KV(FPL)
BE-23KV(FPL)
6'' PE GM (FPUC)
BE-23KV(FPL)
ADJUST FM MH TO GRADE
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
UTILITY EASEMENT
15' PALM BEACH COUNTY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
LIGHT POLE TO REMAIN
LIGHT POLE TO REMAIN
MILLING AND RESURFACING
MILLING AND RESURFACING
EXIST C & G (TO REMAIN)
TYPE F C & G
TYPE F C & G
TYPE F C & G
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
R C
P
42" RCP
R C
P
LYONS ROAD
(TO REMAIN)
EXIST C & G
TREE CONFLICT
EXIST C & G
REMOVE
262+97.55, 8.87 (RT)
BEGIN TAPER
263+47.55, 3.00 (LT)
END TAPER
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST C & G
£ SURVEY AND ¡ CONST LYONS ROAD
EXIST TREE TO REMOVE
EXIST TREE TO REMOVE
EXIST TREE TO REMOVE
42" RCP
SUBDIVISION LINE
3.00' (LT)
+38.47
37.00 (RT), EL 19.24 (±)
STA. 262+90.67
END TYPE F C&G
35.00' (RT)
+90.60
46.20' (RT)
+91.00
EL 18.21 (±)
STA. 266+25.79, 46.00' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
EASEMENT LINE
(SEGMENT 06)
STA 262+50.00
END SWALE (RT)
STRING & TRACER @ 510 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL (17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
STA. 266+26.85, 18.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
630-2-11-2A
630-2-11-2A
EL 18.20 (±)
STA. 266+09.81, 45.83' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
SAWCUT LINE
LINE
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 r o a d w a y p la n r d .d g n
8:58:07 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# 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
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
UTILITY EASEMENT
15' PALM BEACH COUNTY
LEGEND:
WIDENING
UTILITY EASEMENT
30' PALM BEACH COUNTY
EASEMENT
10' UTILITY
EASEMENT
20' DRAINAGE
N 00° 23' 24" W
¬ = 01° 00' 00'' (RT)
PI STA 263+47.55, 8.00' (RT)
LYONS WEST AGR PUD PLAT EIGHT
CANYON LAKES-PLAT ONE CANYON LAKES-PLAT ONE
N01°23'24"W (PGL) N00°23'24"W (PGL)
T H
T H
T H
T H
T H
A e c c
D b
C o g o
P o in t
(A e c c
La n d
T H
/8
TH1
T H
T H
T H
T H
T H
T H
2T H
A
STATION/OFFSET OF PED POLE & MAST POLE
REFER TO SIGNALIZATION PLAN FOR
ROADWAY PRODUCTION
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
S D
247 248 249 250 251 252
267 268 269 270 271 272
X-183
X-185
X-186
X-184
(PBCWUD)
16'' DIP FM
(2) 0.5'' BFOC (AT&T)
HH (AT&T)
CABLE BTV (COMCAST)
(PBCWUD)
16'' DIP WM
(PBCWUD)
10'' DIP WM
(PBCWUD)
10'' DIP WM
(PBCWUD)
16'' DIP RWM
(PBCWUD)
4'' PVC FM
2-2" CONDUITS
CONNECT PROPOSED
SMALL PULLBOX (17"X30"X24"D)
PBC TRAFFIC-ITS
FURNISH & INSTALL
PROP. SMALL PULLBOX
PROP. LARGE PULLBOX &
2-2" CONDUITS TO CONNECT TO
FURNISH & INSTALL PBC TRAFFIC-ITS
2-2" CONDUITS
PBC TRAFFIC-ITS
FURNISH & INSTALL
2-2" CONDUITS
CONNECT PROPOSED
SMALL PULLBOX (17"X30"X24"D)
PBC TRAFFIC-ITS
FURNISH & INSTALL
POLE FOUNDATION
TO AVOID CONFLICT WITH SIGNAL
RELOCATE 16" DIP WM (PBCWUD)
TO AVOID CONFLICT WITH PED POLE.
RELOCATE 16" DIP WM (PBCWUD)
CAPEDP BY THE CONTRACTOR.
2" IRRIGATION PIPE.TO BE CUT AND
BE-23KV(FPL)
BE-23KV(FPL)
6'' PE GM (FPUC)
CABLE BTV (COMCAST)
CABLE BTV (COMCAST)
RELOCATED BY VALENCIA RESERVE HOA.
(4) IRRIGATION VALVE TO BE
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
100 LF RURAL PARKWAY
PGL RT
PGL LT
PROPERTY LINE
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
R=15000
TYPE F C & G
TYPE F C & G
EXIST C & G (TO REMAIN)
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
REMOVE EXIST C & G
42" RCP
42" RCP
42" RCP
R C
P
PI STA. = 269+27.85
T = 210.62
L = 421.22
R = 15,000.00
PC STA. = 267+17.23
PT STA. = 271+38.45
CURVE BL-01
BL-01
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
INGRESS/EGRESS EASEMENT
LYONS ROAD
OAK TREE CONFLICT
EXIST C & G (TO REMAIN)
£ SURVEY AND ¡ CONST LYONS ROAD
TYPE F C & G
REMOVE EXIST C & G
SUBDIVISION LINE
7.50'R
7.00'R
A B
R U
Z Z
E
S E
N J
34.77' (LT)
+00.26
5.87' (LT)
+26.11
6.69' (LT)
+35.98
55.00' (RT)
+51.33
STA. 267+51.45, 6.00' (LT)
CONNECT TO EXIST C&G
BEGIN TYPE F C&G
LIMIT
RESURFACING
MILLING AND
LIMIT
RESURFACING
MILLING AND
115.54' (RT)
+17.05
115.60' (RT)
+96.83
97.19' (RT)
+66.64
97.17' (RT)
+86.99
DWS
DWS
18.02' (RT)
+39.41
(SEGMENT 06)
STA 266+40.00
END SWALE (LT)
THE LEARNING EXPERIENCE- BOYNTON BEACH
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 370 LF
2-2" PVC ITS CONDUITS W/ PULL
18.00' (RT)
+49.74
(17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
R
R
8.00' (RT)
+48.34
18.00' (LT)
+49.74
630-2-11-2A
630-2-12-2-2
630-2-12-2-2
630-2-12-2-2
PROJECT #2020110)
(COORDINATE WITH PBC
EL 18.77 (±)
STA. 268+00.00, 48.48' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
SAWCUT LINE
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
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G N
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 r o a d w a y p la n r d .d g n
8:58:29 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# 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
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
18.00' (LT)
PT STA 271+38.45
18.00' (LT)
PC STA 267+17.23
PC STA 267+17.23
PT STA 271+38.45
LEGEND:
WIDENING
N 00° 23' 24" W
N 00° 23' 24" W
8.00' (RT)
PC STA 267+17.23
8.00' (LT)
PT STA 271+38.45
LYONS WEST AGR PUD PLAT EIGHT
CANYON TOWN CENTER TMD
N00°23'24"W (PGL)
N01°59'56"W (PGL)
¬ = 01° 00' 00'' (RT)
PI STA 271+60.24, 8.00' (RT)
N00°59'56"W (PGL)
N01°59'56"W (PGL)
T H
ROADWAY PRODUCTION
S A
N
253 254 255 256 257 258
272 273 274 275 276 277
X-187
X-188
X-189
X-190
X-191
X-192
(PBCWUD)
16'' DIP FM
(2) 0.5'' BFOC (AT&T)
(1) 1'' BT (25 PAIR) (AT&T)
(1) 1'' BFOC (AT&T)
(4) 0.5'' BFOC (AT&T)
(PBCWUD)
16'' DIP WM
(1) 1'' BT (25 PAIR) (AT&T)
CABLE BTV (COMCAST)
HH (AT&T)
(1) 3'' BT (1200 PAIR) (AT&T) (1) 0.5'' BFOC (AT&T)
(1) 4'' PVC CONDUIT (AT&T) (PBCWUD)
16'' DIP RWM
(PBCWUD)
16'' DIP RECLAIMED WM
(2) BE-23KV(FPL) (3) BE-23KV(FPL)
6'' PE GM (FPUC)
6'' PE GM (FPUC)
CABLE BTV (COMCAST)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
100 LF RURAL PARKWAY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
5' LIMITED ACCESS
EASEMENT
10' UTILITY
EASEMENT
100 LF RURAL PARKWAY
PGL LT
PGL RT
PROPERTY LINE
PROPERTY LINE
MILLING AND RESURFACING
MILLING AND RESURFACING
EXIST C & G (TO REMAIN)
EXIST C & G (TO REMAIN)
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST SIDEWALK
EXIST C & G (TO REMAIN)
R C
P
R C P
30" RCP
30" RCP
24" RCP
30" RCP
INGRESS/EGRESS EASEMENT
273+00.00, 10.44 (RT)
BEGIN TAPER
274+00.00, 9.82 (LT)
END TAPER
£ SURVEY AND ¡ CONST LYONS ROAD
EASEMENT
TRANSIT
30'X10' MASS
EASEMENT
TRANSIT
30'X10' MASS
(TO REMAIN)
EXIST C & G
TYPE F C & G
REMOVE EXIST C & G
17.86' (RT)
+09.99
4.15' (LT)
+07.37
2.62' (LT)
+97.67
4.62' (LT)
+97.70
CHICK-FILL-A
STRING & TRACER @ 370 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
(17"X30"X24"D)
PULLBOX W/CONC APRON
INSTALL PBC SMALL
55.00' (RT)
+31.55
630-2-12-2-2
630-2-12-2-2
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 r o a d w a y p la n r d .d g n
8:58:50 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# 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
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
¬ = 00° 57' 04'' (LT)
18.00' (LT)
PI STA 275+28.32
UTILITY EASEMENT
20' PALM BEACH COUNTY
N 01° 59' 56" W
LYONS ROAD
LYONS WEST AGR PUD-PLAT TEN LYONS WEST AGR PUD-PLAT TEN
CANYON TOWN CENTER TMD
CANYON TOWN CENTER TMD
N00°59'56"W (PGL)
N02°57'00"W (PGL)N01°59'56"W (PGL)
T H
T H
ROADWAY PRODUCTION
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
278 279
30 31 32 33
X-193
X-194
X-195
X-196
(PBCWUD)
12'' DIP FM
(PBCWUD)
16'' DIP WM
OFOC (AT&T)
(1) 1'' BT(25 PAIR) (AT&T)
CABLE BTV (COMCAST)
COMCAST AERIAL ATTACHED TO FPL POLE
(PBCWUD)
16'' PVC FM
(PBCWUD)
42'' PVC WM
(PBCWUD)
24'' PVC FM
(2) 0.5'' BFOC (AT&T)
(1) 2'' BT(300 PAIR)(AT&T)
(1) 1'' AND 0.5'' AERIAL FOC (AT&T)
(PBCWUD)
24'' PVC FM
(1) 0.5'' BFOC (AT&T)
(PBCWUD)
24'' DIP FM
(PBCWUD)
12'' DIP FM
(1) 0.5'' BFOC (AT&T)
GM VALVE TO BE ADJUSTED
(PBCWUD)
16'' DIP FM
(3) 0.5'' BFOC (AT&T)
BE-23KV(FPL)
BE-23KV(FPL)
(2) BE-23KV(FPL)
BE-23KV(FPL)
OHE (FPL)
OHE 23KV (FPL)
6'' PE GM (FPUC)
6'' PE GM (FPUC)
4'' PE GM (FPUC)
CABLE BTV (COMCAST)
UG CABLE( COMCAST)
(TO REMAIN)
EXIST BFO (PBC-ITS)
(TO REMAIN)
EXIST BFO (PBC-ITS)
(TO REMAIN)
EXIST BFO (PBC-ITS)
23KV-OHE(FPL)
(1) 1'' BT(50 PAIR) (AT&T)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EASEMENT
PARKWAY
100 LF RURAL
EASEMENT
10' UTILITY
PGL LT
PGL RT
EXIST C & G (TO REMAIN)
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST C & G
EXIST C & G (TO REMAIN)
(TO REMAIN)
EXIST SIDEWALK
(TO REMAIN)
EXIST GUARDRAIL
B O
Y N
T O
N
B
E A
C H
B
L V
D
B O
Y N
T O
N
B
E A
C H
B
L V
D
(TO REMAIN)
EXIST C & G
RESURFACING
MILLING AND
SIGNAL POLE
EXISTING
SIGNAL POLE
EXISTING
POLE
SIGNAL
EXISTING
SIGNAL POLE
EXISTING
SIGNAL POLE
EXISTING
SIGNAL POLE
EXISTING
SIGNAL POLE
EXISTING
R C
P
R C
P
R C
P
18" RCP
LYONS ROAD
PGL RT
PGL RT
PGL LT
PGL LT
R C
P
¡ CONST LYONS ROAD
7.1 3'R
¡ CONST LYONS ROAD
£ SURVEY AND
£ SURVEY BOYNTON BEACH BLVD
£ SURVEY BOYNTON BEACH BLVD
MILLING AND RESURFACING
N 89° 02' 44" E
AND RESURFACING
MILLING
(TO REMAIN)
EXIST C & G
(TO REMAIN)
EXIST C & G
(TO REMAIN)
EXIST C & G
TYPE F C & G
SUBDIVISION LINE
PROPERTY LINE
SUBDIVISION LINE
L
C
A N
A L
L .W .D .D
93.81' (RT)
+18.01
99.56' (RT)
+31.10
60.89' (RT)
+71.72
60.89' (RT)
+65.49
73.00' (RT)
+21.44
44.65' (RT)
+69.12
104.93' (LT)
+12.54
90.11' (LT)
+02.19
65.10' (LT)
+52.38
EXIST ENDWALL
EXIST ENDWALL
877.88'
77.88' 21
U .E
L .A .E
R
K W
A Y
E
A S
E M
E N
T
L F
R
U R
A L
L .A .E
U .E
STA. 278+59.75, 16.00' (LT)
CONNECT TO EXIST C&G
END TYPE F C&G
56.46' (RT)
+17.68
WAWA
STRING & TRACER @ 500 LF
2-2" PVC ITS CONDUITS W/ PULL
STRING & TRACER @ 70 LF (OPENCUT)
2-2" PVC ITS CONDUITS W/ PULL
(30"X48"X24"D)
W/CONC APRON
LARGE PULLBOX
INSTALL PBC
£ SURVEY AND � CONST LYONS ROAD
1.80' (LT)
+59.35
94.07' (LT)
+10.57
96.13' (RT)
+31.10
10.58' (RT)
+59.53
630-2-12-2-2
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 r o a d w a y p la n r d .d g n
8:59:10 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# 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
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
.7
.2
.0
.0
.0
L.W.D.D. L-24 CANAL
85.88' ROW
L.W.D.D. L-24 CANAL
98.88' ROW
¬ = 02° 00' 00'' (RT)
26.50' (LT)
PI STA 31+53.95
¬ = 02° 00' 00'' (RT)
16.17' (RT)
PI STA 31+78.00
L .W .D .D
L
C
A N
A L
EASEMENT
15' CONSTRUCTION
N 01° 59' 56" W N 00° 57' 00" W
UTILITY EASEMENT
PALM BEACH COUNTY
¬ = 01° 57' 04'' (LT)
20.10' (RT)
PI STA 278+53.20
N 02° 57' 00" W
£ SURVEY AND ¡ CONST LYONS ROAD
STA. 279+31.10
E=921462.903
N=798368.452
(BOYNTON BEACH BLVD.)
£ SURVEY BOYNTON BEACH BLVD
STA. 64+18.43
(LYONS RD.)=
£ SURVEY LYONS ROAD
STA.30+00.00, 3.57' SHIFT LT
PALM BEACH FARMS CO - PLAT NO. 3
COBBLESTONE PLAZA
N00°59'56"W (PGL) N02°57'00"W (PGL) N00°57'00"W (PGL)
N00°57'00"W (PGL)
TRACT B-1
50' L.B.E.
TRACT B-1
25' L.B.E.
ROADWAY PRODUCTION
U
W A T E R
G A S
W A T E R
W A T E R
W A T E R
34 35 36 37 38
X-197
X-198
X-199
X-200
X-201
X-202
(PBCWUD)
12'' DIP FM
(PBCWUD)
10'' HDPE FM
(PBCWUD)
12'' DIP FM
(3) 0.5'' BFOC (AT&Tt)
(PBCWUD)
42'' PVC WM
(PBCWUD)
10'' HDPE WM
(1) 1''-50 PAIR-BT (AT&Tt)
BE-23KV(FPL)
BE-23KV(FPL)
OHE(FPL)
OHE (FPL)
4'' PE GM (FPUC)
CABLE BTV (COMCAST)
(TO REMAIN)
EXIST BFO (PBC-ITS)
N
10 40
Feet
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
MILLING AND RESURFACING
EXIST C & G (TO REMAIN)
EXIST C & G (TO REMAIN)
EXIST C & G (TO REMAIN)
EXIST C & G (TO REMAIN)
14" X
24" RCP
R C
P
R C
P
30" RCP
.0
.0
LYONS ROAD
PGL LT
PGL RT
RESURFACING
MILLING AND
£ SURVEY LYONS ROAD
SUBDIVISION LINE
72.62' (RT)
+85.56
65.34' (LT)
+33.26
54.00' (LT)
+83.26
72.50' (RT)
+17.77
55.25' (LT)
+34.90
BRYAN JOHNSON REAL ESTATE
43.37' (LT)
+83.88
72.59' (RT)
+16.55
61.45' (RT)
+17.71
PROPERTY LINE
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 r o a d w a y p la n r d .d g n
8:59:32 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# 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
M A
T C
H
L I N
E
S
T A
.0
.7
.2
.0
N 00° 57' 00" W
N 00° 57' 00" W
N 00° 57' 00" W
£ SURVEY LYONS ROAD
STA. 38+30.00
END MILLING & RESURFACING
END CONSTRUCTION
END PROJECT
COBBLESTONE PLAZA
PALM BEACH FARMS CO - PLAT NO. 3
TRACT B-1
50' L.B.E.
TRACT B-1
25' L.B.E.
ROADWAY PRODUCTION
PROP. EOP LT PROFILE
PROP. EOP RT PROFILE
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 r o a d w a y P
R O
F R
D .d g n
8:59:34 AM
Seal:
RevisionsNo.
P.E# 61600
MAJHARUL ALAM, PE PROFILE
SCALE:
V 1''=4' H 1''=40'
APPROVED:MA
EMDRAWN:
CHECKED: JJV
3/9/2026DATE:
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD
2018503
PROJECT NO.
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
SHEET:
OF:
DateBy
Scale: 1" = 40' Horizontal
1" = 4' Vertical
120+00.00
(-) 0.770%
MATCH EXIST, EL (±) 21.46
STA 120+00.00,
END EOP LT PROFILE
@ SAWCUT LINE
EXIST. PROFILE
@ EOP LT
PROP. PROFILE
I
.0
E L
.7
(+) 0.256%
P I
.0
E L
.9
121+00.00 122+00.00 123+00.00 124+00.00 525+00.00 526+00.00525+00.00 526+00.00
@ SAWCUT LINE
EXIST. PROFILE
@ EOP RT
PROP. PROFILE
(+) 0.344%
P I
.0
E L
.8
(-) 0.502% (-) 0.608%
.2
P I
.4
E L
.6
(-) 0.331%
P I
.0
E L
.4
(-) 0.331% (-) 0.280%
P I
.0
E L
.1
(-) 0.280% (-) 0.379%
P I
.8
E L
.9
(+) 0.280%
STA 121+28.28, EL 20.22
BEGIN EOP RT PROFILE
36.45' RT, EL 19.11
STA 524+94.78,
END EOP RT PROFILE
47.45' RT, EL 18.69
STA 524+94.78
BEGIN EOP RT PROFILE
(+) 0.300%
PROP. EOP LT PROFILE
PROP. EOP RT PROFILE
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 r o a d w a y P
R O
F R
D .d g n
8:59:35 AM
Seal:
RevisionsNo.
P.E# 61600
MAJHARUL ALAM, PE PROFILE
SCALE:
V 1''=4' H 1''=40'
APPROVED:MA
EMDRAWN:
CHECKED: JJV
3/9/2026DATE:
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
SHEET:
121+00.00 122+00.00 123+00.00 124+00.00 525+00.00 526+00.00
(+) 0.300%
@ SAWCUT LINE
EXIST. PROFILE
P I
.0
E L
.6
(-) 0.920%
P I
.0
E L
.7
(-) 0.920% (-) 0.638%
P I
.2
E L
.5
(-) 0.313%
(-) 0.319%
P I
.0
E L
.8
.1
(+) 0.157%
@ SAWCUT LINE
EXIST. PROFILE
@ EOP LT
PROP. PROFILE
P I
.0
E L
.3
41.55' LT, EL 19.13
STA 526+12.45
END EOP LT PROFILE
35.55' LT, EL…
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