2018503-ROADWAY Plans-Part3 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 comprehensive roadway construction design document prepared by Propel Engineering, LLC for Palm Beach County's Engineering and Public Works Department, detailing the Lyons Road project extending from the L-30 Canal to Boynton Beach Boulevard (Project No. 2018503). The document comprises detailed engineering plans including roadway drainage structures, cross-sections, box culvert extensions, and canal cross-sections with specific technical specifications. The project involves the construction and modification of drainage infrastructure, including 12-inch polyvinyl chloride (PVC) pipes, various sized reinforced concrete pipe (RCP) systems, curb inlets of multiple types, yard drains, and a 10-foot by 6-foot box culvert extension totaling 38 linear feet. The plans are digitally signed and sealed by Professional Engineer Majharul Alam (P.E. #61600) and are dated March 9, 2026, with horizontal scale of 1 inch equals 20 feet and vertical scale of 1 inch equals 10 feet.
The technical specifications detailed throughout the document include numerous utility accommodations and relocations for existing infrastructure such as Florida Power & Light (FPL) electrical lines, AT&T fiber optic cables (BFOC), Comcast cable television (BTV), and various drainage systems. The project delineates multiple construction segments with specific elevation requirements, slope percentages ranging from 0.61 percent to 8.85 percent, and minimum pipe cover requirements of 3 feet. The drainage design incorporates permeable edge drains (PE GM), discharge pipes with varying diameters, and concrete aprons for yard drains. Cross-section drawings depict right-of-way lines, existing and proposed utilities, and embankment configurations across the project corridor, with detailed notes regarding clearance distances between utility installations and inlet structures to prevent conflicts during construction.
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ROADWAY PRODUCTION
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3/9/2026MohammadKhan 9:00:09 AM
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026 ROADWAY DRAINAGE STRUCTURES
R
W
L I N
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R
W
L I N
E
EXIST 18" RCP
S-33 S-32
EXIST 18" RCP
3.90%1.94%3.55% 1.82%
TO S-34
16" PVC WM (D)
12" FM (D)
PROP. 2-2" ITS CONDUIT (PBC)
1:3
EL 18.62
1:
EL 18.58
EOP EL 18.52
INDEX NO. 425-021, 425-01
CONST CURB INLET TYPE P-5 TOP (PARTIAL)
MODIFY EXIST. DBI
STA. 227+92.00 (46.00' LT TO EOP)
EOP EL 18.48
INDEX NO. 425-021, 425-01
CONST CURB INLET TYPE P-5 TOP (PARTIAL)
MODIFY EXIST. DBI
STA. 227+92.00 (46.00' RT TO EOP)
6" PE GM (D)
1:
3 1:3
R
W
L I N
E
R
W
L I N
E
TO X-167
EXIST 18" RCP
S-35
S-34
EXIST 30" RCP
EXIST 18" RCP
FROM S-32
BE-23KV (FPL)
12" FM (D)
PROP. 2-2" ITS CONDUIT (PBC)
BFOC (AT&T)
1:3
EL 17.86
S-35A
FL 14.65 (LT) (CORE DRILL)
EOP EL 17.82
INDEX NO. 425-021, 425-01
CONST CURB INLET TYPE P-6 TOP (PARTIAL)
MODIFY EXIST. DBI
STA. 230+18.00 (46.00' LT TO EOP)
1:
EL 17.96
S-34A
FL 14.45 (RT) (CORE DRILL)
EOP EL 17.75
INDEX NO. 425-021, 425-01
CONST CURB INLET TYPE P-6 TOP (PARTIAL)
MODIFY EXIST. DBI
STA. 230+18.00 (44.96' RT TO EOP)
4.68% 1.60% 2.36% 4.88%
12" PVC PIPE
12" PVC PIPE
FL 14.50 (LT)
GRATE EL. 17.96
W/ CONC. APRON
CONST. YARD DRAIN (12" DIA.)
INDEX NO. 425-060
STA. 230+18.00 (52.82' RT)
FL 14.70 (RT)
GRATE EL. 17.86
W/ CONC. APRON
CONST. YARD DRAIN (12" DIA.)
INDEX NO. 425-060
STA. 230+18.00 (52.12' LT)
1:
3 1:3
PROP. INLET AND PIPE)
TO AVOID CONFLICT WITH
(TO BE RELOCATED
(REFER TO TH83)
16" DIP WM (B)
6" GM AND S-35A INLET IS 7.91')
(HORIZONTAL CLEARANCE BETWEEN
(TO REMAIN) (REFER TO TH135)
6" PE GM (B)
CATV & INLET S-35A IS 5.96')
(HORIZONTAL CLEARANCE BETWEEN
(REFER TO TH410) (TO REMAIN)
CABLE BTV (COMCAST)
00 2020 4040 6060 8080 100100 120120 140140
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
227+92.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
34 34
230+18.00
1" = 10' Vertical
1" = 20' Horizontal
S-32
S-33
S-34
£ SURVEY AND ¡ CONST. LYONS ROAD
£ SURVEY AND ¡ CONST. LYONS ROAD
S-35
S-34A
S-35A
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3/9/2026MohammadKhan 9:00:09 AM
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026 ROADWAY DRAINAGE STRUCTURES
16" DIP FM (D)
BE-23KV (FPL)
0.5'' BFOC (AT&T)
2-2'' PVC ITS CONDUIT
1:3
S-37A S-36A
12" PVC PIPE
S-37
S-36
12" PVC PIPE
TO X-177
4.83% 3.42% 3.18%
EXIST 18" RCP
EXIST 36" RCP
R
W
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R
W
L I N
E
1:
FL 14.87 (RT) (CORE DRILL) (EAST WALL)
EOP EL 18.19
INDEX NO. 425-021, 425-01
CONST CURB INLET TYPE P-6 TOP (PARTIAL)
MODIFY EXIST. CURB INLET
STA. 254+19.00 (46.00' RT TO EOP)
FL 14.62 (RT)
GRATE EL. 18.17
W/ CONC. APRON
CONST. YARD DRAIN (12" DIA.)
INDEX NO. 425-060
STA. 254+19.00 (51.50' LT)
FL 14.91 (LT)
GRATE EL. 18.37
W/ CONC. APRON
CONST. YARD DRAIN (12" DIA.)
INDEX NO. 425-060
STA. 254+19.00 (52.00' RT)
FL 14.57 (LT) (CORE DRILL) (WEST WALL)
EOP EL 18.04
INDEX NO. 425-021, 425-01
CONST CURB INLET TYPE P-6 TOP (PARTIAL)
MODIFY EXIST. CURB INLET
STA. 254+19.00 (45.98' LT TO EOP)
1:
3 1:3
EL 18.17
PROP. INLET AND PIPE)
TO AVOID CONFLICT WITH
(TO BE RELOCATED
(REFER TO TH84)
16" DIP WM (B)
6" GM AND S-37A INLET IS 7.77')
(HORIZONTAL CLEARANCE BETWEEN
(TO REMAIN) (REFER TO TH136)
6" PE GM (B)
CATV & INLET S-37A IS 6.87')
(HORIZONTAL CLEARANCE BETWEEN
(REFER TO TH411) (TO REMAIN)
CABLE BTV (COMCAST)
16" DIP FM (D)
BE-23KV (FPL)
0.5'' BFOC (AT&T)
2-2'' PVC ITS CONDUIT
1:3
S-39A
S-39
S-38
S-38A
X-177FROM
X-180
EXIST 36" RCP
EXIST 42" RCP
R
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W
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EXIST 18" RCP
12" PVC PIPE
12" PVC PIPE
FL 14.67 (LT) (CORE DRILL) (WEST WALL)
EOP EL 18.15
INDEX NO. 425-021, 425-01
CONST CURB INLET TYPE P-6 TOP (PARTIAL)
MODIFY EXIST. CURB INLET
STA. 260+18.00 (46.00' LT TO EOP)
TO
1:
FL 14.72 (RT)
GRATE EL. 18.38
W/ CONC. APRON
CONST. YARD DRAIN (12" DIA.)
INDEX NO. 425-060
STA. 260+18.00 (51.25' LT)
FL 14.98 (LT)
GRATE EL. 18.24
W/ CONC. APRON
CONST. YARD DRAIN (12" DIA.)
INDEX NO. 425-060
STA. 260+19.00 (52.50' RT)
FL 14.94 (RT) (CORE DRILL) (EAST WALL)
EOP EL 18.25 (EXIS.T)
INDEX NO. 425-021, 425-01
MODIFY EXIST. CURB INLET TYPE P-6 TOP (PARTIAL)
STA. 260+19.00 (46.01' RT TO EOP)
1:31:
EL 18.38
PROP. INLET AND PIPE)
TO AVOID CONFLICT WITH
(TO BE RELOCATED
(REFER TO TH85)
16" DIP WM (B)
PROP. INLET AND PIPE)
TO AVOID CONFLICT WITH
(TO BE RELOCATED
(REFER TO TH85A)
3" PVC IRRIGATION PIPE (B)
6" GM AND S-39A INLET IS 7.50')
(HORIZONTAL CLEARANCE BETWEEN
(TO REMAIN) (REFER TO TH137)
6" PE GM (B)
CATV & INLET S-39A IS 6.40')
(HORIZONTAL CLEARANCE BETWEEN
(REFER TO TH412) (TO REMAIN)
CABLE BTV (COMCAST)
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
254+19.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
260+18.00
1" = 10' Vertical
1" = 20' Horizontal
S-39A
S-39
260+19.00
S-38
S-38A
S-37
S-37A
S-36
S-36A
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PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026 ROADWAY DRAINAGE STRUCTURES
16" DIP FM (D)
CABLE BTV (COMCAST)
BE-23KV (FPL)
1:3
R
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L I N
E
S-40A
FL 14.58 (LT) (CORE DRILL) (WEST WALL)
EOP EL 18.18
INDEX NO. 425-021, 425-01
CONST CURB INLET TYPE P-6 TOP (PARTIAL)
MODIFY EXIST. CURB INLET
STA. 266+18.00 (46.00' LT TO EOP)
S-40
EXIST 18" RCP
12" PVC PIPE
X-181TO
FL 14.63 (RT)
GRATE EL. 18.29
W/ CONC. APRON
CONST. YARD DRAIN (12" DIA.)
INDEX NO. 425-060
STA. 266+18.00 (51.50' LT)
1:
PROP. INLET AND PIPE)
TO AVOID CONFLICT WITH
(TO BE RELOCATED
(REFER TO TH86)
16" DIP WM (B)
EL 18.29
6" GM AND S-40A INLET IS 7.30')
(HORIZONTAL CLEARANCE BETWEEN
(TO REMAIN) (REFER TO TH138)
6" PE GM (B)
(TO REMAIN) (REFER TO TH306)
(2)-0.5'' BFOC (AT&T)
INSTALL FPL BE MIN. 1' AWAY FROM INLET
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
266+18.00
1" = 10' Vertical
1" = 20' Horizontal
S-40A
S-40
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3/9/2026MohammadKhan 9:00:13 AM
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026 BOX CULVERT EXTENSION DETAILS
6' 11' 11' 11' 11' 6.01'
2.22%
6" PE GM (D)
16" DIP RWM (D) 12" PVC FM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
(1) 4" CONDUIT BFOC (D) (AT&T)
BE (D) (FPL)
E O
P
E
L
.6
E O
P
E
L
.5
E O
P
E
L
.9
18' 9.87'
4'
8' 2'
.1
E L
.9
38'
10'x6' BOX CULVERT
E L
.8
25'
RIP-RAP
EXIS.T FL 10.49
1.5%
PROP. RIP RAP L-28 CANAL
L-28 CANAL
2.19 % 4.28% 22.15
2'
BOX CULVERT DETAILS AT STA 569+94.89
FDOT INDEX 400-289
CULVERT EXTENSION
CONNECTION FOR CONC. BOX
HEAD WALLS, TOP & BOTTOM SLABS.
BY DOWELING INTO THE EXISTING
EXTENDED PER FDOT INDEX 400-289
(EXISTING BOX CULVERT TO BE
(38 LF EXTENDED)
PROP BOX CULVERT (10'X6')
SLOPE 22:1
EL 19.90
STAIGHT ENDWALL
FL EL 10.5
00 2020 4040 6060 8080 100100 120120 140140
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
V
Regular Exc. Embankment
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ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
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Y T
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F L
ORID
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Seal:
Revisions DateNo. By
OF:
SHEET:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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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
¡ OF BOX CULVERT
¡ OF BOX CULVERT
CANAL CROSS SECTIONS
85'
50' (PLATTED ROAD) (FEE)5' (EASEMENT)
(T R
A C
T
L I N
E
30' (FEE)
85'
50' (PLATTED ROAD) (FEE)5' (EASEMENT)
(T R
A C
T
L I N
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30' (FEE)
S O
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15' 10' 15'
EL 20.5
TOP OF BANK
EL 20.5
TOP OF BANK
:1 .5
:1 .5
1:20
15'25'
ELEV=10.5
CANAL BOTTOM
WITH RIP RAP (TYP.)
CANAL SLOPE
ELEV=14.50 NAVD88
MAINTAINED
1:20
50' (PLATTED ROAD) (FEE)5' (EASEMENT)
(T R
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L I N
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30' (FEE)
S O
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L I N
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85'
50' (PLATTED ROAD) (FEE)5' (EASEMENT)
(T R
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L I N
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30' (FEE)
S O
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N O
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EL 20.5
TOP OF BANK
1:20
25' 15'
:1 .5
WITH RIP RAP (TYP.)
CANAL SLOPE
ELEV=10.5
CANAL BOTTOM ELEV=14.50 NAVD88
MAINTAINED
:1 .5
1:20
EL 20.5
TOP OF BANK
15'15'10'
00 2020 4040 6060 8080 100100 120120 140140
1" = 10' Vertical
1" = 20' Horizontal
65 4
4.4142
0+99.25
1+12.00
133.4 12.4
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MohammadKhan 9:00:13 AM
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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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
¡ OF BOX CULVERT
¡ OF BOX CULVERT
CANAL CROSS SECTIONS
85'
50' (PLATTED ROAD) (FEE)5' (EASEMENT)
(T R
A C
T
L I N
E
30' (FEE)
S O
U T
H
R
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L I N
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N O
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H
R
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L I N
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EL 20.5
TOP OF BANK
1:20
25' 15'
:1 .5
WITH RIP RAP (TYP.)
CANAL SLOPE
ELEV=10.5
CANAL BOTTOM ELEV=14.50 NAVD88
MAINTAINED
:1 .5
1:20
EL 20.5
TOP OF BANK
15'15'10'
E L
.4
S O
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H
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L I N
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N O
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H
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L I
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A
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L I N
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P L
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L I N
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85'
5' (EASEMENT) 50' (PLATTED ROAD) (FEE) 30' (FEE)
(10'X6')
¡ OF BOX CULVERT
29.21'
(T R
A C
T
L I N
E
INVERT 10.5
BOX CULVERT (10'X6')
1:20
ELEV=14.50 NAVD88
MAINTAINED
WITH RIP RAP (TYP.)
CANAL SLOPE
:1 .5
EL 20.5
TOP OF BANK
1:20
EL 20.5
TOP OF BANK
1:20
15'15'10'15'25'
:1 .5
3.0
1+23.00
1+24.77
160.10
204.5 225.5
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MohammadKhan 9:00:14 AM
ROADWAY PRODUCTION
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
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Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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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
¡ OF BOX CULVERT
¡ OF BOX CULVERT
CANAL CROSS SECTIONS
BOX CULVERT EXTENSION
CANAL FILLED DUE TO
N O
R T
H
R
W
L I N
E
5' (EASEMENT)
85'
50' (PLATTED ROAD) (FEE)
S O
U T
H
R
W
L I N
E
(T R
A C
T
L I N
E
30' (FEE)
EL 21.00
SIDEWALK
PROPOSED
WALL
REMOVE BARRIER
276.9
1+62.00
10.1
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
MohammadKhan 9:00:35 AM
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
21.91
12'11'
2.53%
5.55' 4.74'
16" DIP RWM (D)
6" PE GM (D)
8" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
16" DIP WM (D)
16" DIP RWM (D)
6" PE GM (D)
8" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
16" DIP WM (D)
(2) 0.5" BFOC (D) (AT&T)
39.08' 36.89'
E O
P
E
L
.4
E O
P
E
L
.5
1.37'1.37'
R
W
L I N
E
R
W
L I N
E
21.11
13.64'14.05'
1.84% 2.44%
6' 14.58'
1:
1:3
EL 18.91
1:4 1:
EL 19.61
16" DIP RWM (D)
8" PVC FM (D)
16" DIP WM (D)
(2) (0.5") BFOC (D) (AT&T)
(2)-2" PVC ITS CONDUIT (D)
33.84' 23.66'
E O
P
E
L
.6
E O
P
E
L
.3
3.12'3.12'
.6
(TO BE DEEPENED TO MAKE MIN, 3' COVER)
TOP ELEVATION OF GM=16.27)
AT STA 121+48.14, 30.20 LT
(REFER TO TH100
6" PE GM (B)
.9
00 2020 4040 6060 8080 100100 120120 140140
20 20
22 22
24 24
26 26
28 28
30 30
32 32
120+00.00
20 20
22 22
24 24
26 26
28 28
30 30
32 32
121+00.00
1" = 10' Vertical
1" = 20' Horizontal
£ SURVEY AND ¡ CONST. LYONS ROAD
£ SURVEY AND ¡ CONST. LYONS ROAD
0.9
33.4 0.1
132 1
64 0
STA 121+00.00
SEGMENT 01
BEGIN SWALE (RT)
STA 121+00.00
SEGMENT 01
BEGIN SWALE (LT)
STA 120+90.00
TO MAKE MIN. 3' COVER.
BEGIN DEEPENING 6" GM
STA 120+50.00.
TO MAKE MIN. 3' COVER.
BEGIN DEEPENING 16" DIP RWM
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
MohammadKhan 9:01:10 AM
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.33
2.09 %
15.28'
1.92 %
16.06'6' 6'4.86'
EL 18.21
1:4 1:
EL 18.24
16" DIP RWM (D)
8" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
16" DIP WM (D)
(2) (0.5") BFOC (D) (AT&T)
BTV (D) (COMCAST)
28.86'30.07'
E O
P
E
L
.7
E O
P
E
L
.8
4.86'
1:3
1:
.7
(TO BE DEEPENED TO MAKE MIN, 3' COVER)
TOP ELEVATION OF GM=16.27)
AT STA 121+48.14, 30.20 LT
(REFER TO TH100
6" PE GM (B)
.9
R
W
L I N
E
R
W
L I N
E
20.54
3.16 % 2.66 %
18.15'6' 6'17.06'6.54'
EL 17.91
1:4 1:
EL 17.79
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
(2) (0.5") BFOC (D) (AT&T)
BTV (D) (COMCAST)
EXIST 18" RCP
16" DIP RWM (D)
8" PVC FM (D)
26.31' 25.49'
E O
P
E
L
.3
E O
P
E
L
.4
6.46'
1:3 1:
TOP ELEVATION OF GM=13.93)
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
.5
.7
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
122+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
123+00.00
1" = 10' Vertical
1" = 20' Horizontal
£ SURVEY AND ¡ CONST. LYONS ROAD
£ SURVEY AND ¡ CONST. LYONS ROAD
37.8 0.5
34.4 0.7
129 5
16 16
16 16
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.21
2.59 %
20.55'6' 7.89' 18.66' 6'
2.54 %
EL 17.63
1:4 1:
EL 17.58
16" DIP RWM (D)
8" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
EXIST 18" RCP
16" DIP WM (D)
(2) (0.5") BFOC (D) (AT&T)
BTV (D) (COMCAST)
22.1'22.56' E
O P
E
L
.0
E O
P
E
L
.1
8.24'
1:3 1:
.7
(TO BE DEEPENED TO MAKE MIN, 3' COVER)
TOP ELEVATION OF GM=13.93)
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
3.56 %
.5
R
W
L I N
E
R
W
L I N
E
20.34
21.41' 11' 11' 6' 11'8.65'
1.22'
2.46 % 2.52 %
3.67 %
EL 17.70
16" DIP RWM (D)
8" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
EXIST 18" RCP
16" DIP WM (D)
(2) (0.5") BFOC (D) (AT&T)
BTV (D) (COMCAST)
18.8' 6.61'
E O
P
E
L
.9
E O
P
E
L
.2
E O
P
E
L
.7
8.52'7.79
1:3 1:
.3
TOP ELEVATION OF GM=13.93)
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
3.85 %
.4
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
124+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
525+00.00
1" = 10' Vertical
1" = 20' Horizontal
£ SURVEY AND ¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
£ SURVEY AND ¡ CONST. LYONS ROAD
35.5 2.2
39.9 1.5
155 6
16 16
16 16
STA 524+80.00
SEGMENT 01
END SWALE (RT)
STA 524+90.00.
TO MAKE MIN. 3' COVER.
END DEEPENING 6" GM
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.26
11'10.31'6' 6.72' 11' 11' 6' 11'
3.62 %
3.02 %
11.04'
2.95 %
6.26'
3.83 %
EL 17.96
16" DIP RWM (D)
8" PVC FM (D)
BE (D) (FPL)
16" DIP WM (D)
(1) (0.5") BFOC (D) (AT&T)
BE (D) (FPL)
EXIST. 18" RCP
(1) (0.5") BFOC (D) (AT&T)
(COMCAST)
BTV (D)
CONDUIT (D)
(2)-2" PVC ITS
15.04' 5.78'
E O
P
E
L
.1
E O
P
E
L
.9
0.86'
1:3 1:
.1
TOP ELEVATION OF GM=13.93)
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
.2
R
W
L I N
E
R
W
L I N
E
20.58
11' 7.37' 11' 11' 11'6'11'
2.93 % 3.00 %3.74 %
11.84' 11.92'
2.90 %
16" DIP RWM (D) 8" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
BE (D) (FPL)
BE (D) (FPL)
(1) (4") FLEX BFOC (D) (AT&T)
16" DIP WM (D)
(1) (0.5") BFOC (D) (AT&T)
BTV (D) (COMCAST)
14.52' 4.97'
0.39'
E O
P
E
L
.3
E O
P
E
L
.3
1:3 1:
.8
E L
.8
TOP ELEVATION OF GM=13.93)
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
526+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
527+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
43.6 1.7
45.8
143 7
16 16
16 16
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
21.34
11' 11.9' 11' 11' 6' 11'
3.03 %
11'6'8'
3.08 %
16" DIP RWM (D)
6" PE GM (D)
8" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
(1) (4") FLEX BFOC (D) (AT&T)
16" DIP WM (D)
BTV (D) (COMCAST)
BE (D) (FPL)
BE (D) (FPL)
(AT&T)
(1) (0.5") BFOC (D)
12.1' 4.1'
1.75'
E O
P
E
L
.6
E O
P
E
L
.6
7.15'
R
W
L I N
E
R
W
L I N
E
21.06
11' 11'11'11'6' 6'
16" DIP RWM (D)
6" PE GM (D)
8" PVC FM (D)
(1) (4") FLEX BFOC (D) (AT&T)
16" DIP WM (D)
BTV (D) (COMCAST)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(AT&T)
(1) (0.5") BFOC (D)
19.85' 14.32'14.7'7.13'
00 2020 4040 6060 8080 100100 120120 140140
20 20
22 22
24 24
26 26
28 28
30 30
32 32
528+00.00
20 20
22 22
24 24
26 26
28 28
30 30
32 32
529+00.00
1" = 10' Vertical
1" = 20' Horizontal
APPALACHIAN RIDGE RD
GOLDEN CREST DR
¡ CONST. LYONS ROAD
£ SURVEY AND ¡ CONST. LYONS ROAD
31.3 0.8
24 2
0 0
58 1
STA 527+20.00
SEGMENT 01
END SWALE (LT)
STA 527+20.00.
TO MAKE MIN. 3' COVER.
END DEEPENING 16" DIP RWM
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
21.13
11' 11' 6'11' 11.8'7.5'11'6'10.06' 3.85'
2.26 %
16" DIP RWM (D)
6" PE GM (D)
8" PVC FM (D)
16" DIP WM (D)
BE (D) (FPL)
BTV (D) (COMCAST)
(2)-2" PVC ITS CONDUIT (D)
(1) (4") FLEX BFOC (D) (AT&T)
9.54' 9.75'3.5'
R
W
L I N
E
R
W
L I N
E
20.75
11' 11' 12.14' 11' 11' 6'7.5'
2.10% 3.48%
6'10.05' 2.87'
2.38 %
EL 19.28
1:4 1:
16" DIP RWM (D)
6" PE GM (D)
8" PVC FM (D)
16" DIP WM (D)
BTV (D) (COMCAST)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") FLEX BFOC (D) (AT&T)
9.3' 10.64'3.5'
E O
P
E
L
.6
E O
P
E
L
.3
00 2020 4040 6060 8080 100100 120120 140140
20 20
22 22
24 24
26 26
28 28
30 30
32 32
530+00.00
20 20
22 22
24 24
26 26
28 28
30 30
32 32
531+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
12.9 1.2
30.9 2.4
81 7
STA 530+95.00
SEGMENT 01
BEGIN SWALE (RT)
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.44
2.67 %
12.57' 11' 11' 6'
4.27 %
3.5'11'11'6'10.32'
2.62 %
EL 18.15
1:4 1:
16" DIP RWM (D)
6" PE GM (D)
8" PVC FM (D)
(1) (4") FLEX BFOC (D) (AT&T)
16" DIP WM (D)
BTV (D) (COMCAST)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
8.77' 13.34'
E O
P
E
L
.0
E O
P
E
L
.8
7.5'
R
W
L I N
E
R
W
L I N
E
20.34
2.52 %
8.12' 11' 11' 5.99' 11' 11' 6'
4.17 %
2.21
2.32%
2.20 %
EL 18.35
1:41:
1:3 1:
EL 18.51
16" DIP RWM (D)
10" PVC FM (D)
(1) (4") FLEX BFOC (D) (AT&T)
EXIST 24" RCP
16" DIP WM (D)
BE (D) (FPL)
BTV (D) (COMCAST)
(2)-2" PVC ITS CONDUIT (D)
14.32'16.02'
4'
16.07'
E O
P
E
L
.1
E O
P
E
L
.2
E O
P
E
L
.9
.4
TOP ELEVATION OF GM=15.97)
AT STA 539+24.14, 51.61 LT
REFER TO TH125
TOP ELEVATION OF GM=13.93
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
532+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
533+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD¡ CONST. LYONS ROAD
24.1 7.5
38.0 7.2
141 31
16 16
16 16
STA 533+00.00
SEGMENT 01
BEGIN SWALE (LT)
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
MohammadKhan 9:01:11 AM
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.533.00 %
6' 11' 11' 9.94' 11' 11' 6'
2.93 %
3.80 %
3.80 %
EL 18.51
1:4 1:
31:3
1:
EL 18.50
16" DIP RWM (D)
10" PVC FM (D)
(1) (4") FLEX BFOC (D) (AT&T)
EXIST 24" RCP
16" DIP WM (D)
BE (D) (FPL)
BTV (D) (COMCAST)
(2)-2" PVC ITS CONDUIT (D)
16.14' 16.52'16.24' E
O P
E
L
.4
E O
P
E
L
.2
E O
P
E
L
.2
4'
.3
TOP ELEVATION OF GM=15.97)
AT STA 539+24.14, 51.61 LT
REFER TO TH125
TOP ELEVATION OF GM=13.93
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
R
W
L I N
E
R
W
L I N
E
20.66
6' 11' 11' 11.38' 11' 11' 6'
3.39%
2.73 %
3.00% 3.09%
EL 18.45
1:4 1:
31:3 1:
EL 18.65
16" DIP RWM (D)
10" PVC FM (D)
EXIST 18" RCP
16" DIP WM (D)
BTV (D) (COMCAST)
BE (D) (FPL)
(2)-2" PVC ITS CONDUIT (D)
(1) (4") FLEX BFOC (D) (AT&T)
14.16' 18.95'
E O
P
E
L
.5
E O
P
E
L
.5
E O
P
E
L
.4
16.5'
.3
TOP ELEVATION OF GM=15.97)
AT STA 539+24.14, 51.61 LT
REFER TO TH125
TOP ELEVATION OF GM=13.93
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
534+00.00
20 20
22 22
24 24
26 26
28 28
30 30
32 32
535+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
37.9 9.7
33.0 15.6
118 51
16 16
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.45
6' 11' 11' 11' 6'11'
3.53% 3.39% 3.39%
2.23 %
EL 18.19
1:4 1:
31:3 1:
EL 18.60
16" DIP RWM (D)
10" PVC FM (D)
(1) (4") FLEX BFOC (D) (AT&T)
EXIST 18" RCP
16" DIP WM (D)
BTV (D) (COMCAST)
BE (D) (FPL)
CONDUIT (D)
(2)-2" PVC ITS
12.16' 19.54'17.33'12.48'
E O
P
E
L
.3
E O
P
E
L
.5
E O
P
E
L
.4
E O
P
E
L
.2
TOP ELEVATION OF GM=15.97)
AT STA 539+24.14, 51.61 LT
REFER TO TH125
TOP ELEVATION OF GM=13.93
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
.1
R
W
L I N
E
R
W
L I N
E
20.22
2.44 %
6' 11' 11' 11' 11' 6'
3.52% 3.58% 2.34%2.23 %
EL 17.67
1:4 1:
31:3 1:
EL 18.37
16" DIP RWM (D) 10" PVC FM (D)
16" DIP WM (D)
BTV (D) (COMCAST)
BE (D) (FPL)
(2)-2" PVC ITS CONDUIT (D)
EXIST 24" RCP
(1) (4") FLEX BFOC (D) (AT&T)
10.52' 19.6'
E O
P
E
L
.0
E O
P
E
L
.2
E O
P
E
L
.1
E O
P
E
L
.9
18.17'13.22'
4'
TOP ELEVATION OF GM=15.97)
AT STA 539+24.14, 51.61 LT
REFER TO TH125
TOP ELEVATION OF GM=13.93
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
.7
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
536+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
537+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
30.6 12.1
27.6
131 26
16 16
16 16
11.1
STA 536+20.00.
TO MAKE MIN. 3' COVER.
BEGIN DEEPENING 6" GM
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.46
1.92 %
11' 11' 11' 11' 6'6'
3.78 %
11.97'
EL 17.86
1:4 1:
10" PVC FM (D)
16" DIP WM (D)
BE (D) (FPL)
BTV (D) (COMCAST)
(2)-2" PVC ITS CONDUIT (D)
EXIST 24" RCP
(1) (4") FLEX BFOC (D) (AT&T)
16" DIP RWM (B)
10.85' 31.67'
E O
P
E
L
.2
E O
P
E
L
.3
E O
P
E
L
.1
12.57' 7.05'
8.85% 2.96%
TOP ELEVATION OF GM=15.97)
AT STA 539+24.14, 51.61 LT
REFER TO TH125
TOP ELEVATION OF GM=13.93
AT STA 525+82.93, 34.35 LT
(REFER TO TH101
6" PE GM (B)
.3
E L
.2
R
W
L I N
E
R
W
L I N
E
20.85 3.00 %
2.37 %
11' 11' 11.93' 11' 11'6'
2.43 %
12.25' 6'
EL 18.20
1:4 1:
31:
EL 19.00
16" DIP RWM (B)
6" PE GM (D)
10" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
16" DIP WM (D)
BE (D) (FPL)
BTV (D) (COMCAST)
EXIST. 18" RCP
(1) (4") FLEX BFOC (D) (AT&T)
9.98' 31.74'
E O
P
E
L
.6
E O
P
E
L
.5
E O
P
E
L
.4
7.61'
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
538+00.00
20 20
22 22
24 24
26 26
28 28
30 30
32 32
539+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
43.1 2.7
110 13
16 16
29.2
STA 538+40.00
SEGMENT 01
BEGIN SWALE (LT)
STA 537+40.00
SEGMENT 01
END SWALE (LT)
STA 537+20.00.
TO MAKE MIN. 3' COVER.
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
21.14
11' 11' 11' 11' 6'
2.11 % 3.00 %
6' 12.15'
3.84 % 1:4 1:
31:
EL 18.52
EL 19.26
16" DIP RWM (B)
10" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
BTV (D) (COMCAST)
(1) (4") BFOC (D) (AT&T)
16" DIP WM (D)
BE (D) (FPL)
31.8'9.71'
E O
P
E
L
.0
E O
P
E
L
.9
E O
P
E
L
.8
8.55'11.29'
TOP ELEVATION OF GM=9.20)
AT STA 542+42.92, 55.55 LT
REFER TO TH102
TOP ELEVATION OF GM=15.97
AT STA 539+24.14, 51.61 LT
(REFER TO TH125
6" PE GM (B)
R
W
L I N
E
R
W
L I N
E
20.90
8.44'11'11'11'10.66'11'11'7.32'
1:4 1:
EL 20.57
1.15 %
6" PE GM (D)
10" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
BTV (D) (COMCAST)
BE (D) (FPL)
16" DIP WM (D)
(1) (4") BFOC (D) (AT&T)
16" DIP RWM (D)
49.75' 55.28'
E O
P
E
L
.2
E O
P
E
L
.3
10.53'
00 2020 4040 6060 8080 100100 120120 140140
20 20
22 22
24 24
26 26
28 28
30 30
32 32
540+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
32 32
541+00.00
1" = 10' Vertical
1" = 20' Horizontal
FLAVOR PICT RD
FLAVOR PICT RD
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
30.4 2.8
5.8 0.1
55 0
67 5
16 16
STA 540+90.00
SEGMENT 01
END SWALE (RT)
STA 540+50.00
SEGMENT 01
END SWALE (LT)
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
20.95
0.61 %
11'11'10.7'11'11'6' 6' 11.54'17.29'
16" DIP RWM (D)
6" PE GM (D)
10" PVC FM (D)
16" DIP WM (D)
BTV (D) (COMCAST)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
20.95
E O
P
E
L
.6
21.69'
20.78
11' 11' 10.76' 11.24' 10.28' 11' 11' 6'6'11.2'
1.42 %
1.30 %
16" DIP RWM (D)
6" PE GM (D)
10" PVC FM (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
BTV (D) (COMCAST)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
EXIST 18" RCP
E O
P
E
L
.3
00 2020 4040 6060 8080 100100 120120 140140
20 20
22 22
24 24
26 26
542+00.00
20 20
22 22
24 24
26 26
28 28
30 30
32 32
543+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
23.7 0.0
20.4 2.8
82 5
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.53
11' 11' 10.81' 11.19' 8.75' 11'
3.00 %
11' 6'11.28' 6'
2.58 % 2.28 %
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
BTV (D) (COMCAST)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
16" DIP RWM (D)
6" PE GM (D)
10" PVC FM (D)
EXIST 18" RCP
EXIST 18" RCP
12.6' 14.34'
E O
P
E
L
.4
E O
P
E
L
.9
E O
P
E
L
.7
R
W
L I N
E
R
W
L I N
E
20.27
10.86' 11.14' 7.22'
3.00 %
11' 11' 6'11'11'6'11.25'
2.67 % 2.55 %
1:
EL 18.29
6" PE GM (D)
10" PVC FM (D)
16" DIP RWM (D)
BTV (D) (COMCAST)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
EXIST 18" RCP
EXIST 18" RCP
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
12.54' 16.12'
E O
P
E
L
.4
1:4
00 2020 4040 6060 8080 100100 120120 140140
22 22
24 24
26 26
28 28
30 30
32 32
544+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
545+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
37.0 1.8
34.3 6.9
119 21
16 16
STA 544+50.00
SEGMENT 02
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
MohammadKhan 9:01:12 AM
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.08
8.53'
3.00 %
11' 11' 6'11'11'6'9.21' 3.74'
1.90 % 2.71 %
1:
EL 17.81
6" PE GM (D) 10" PVC FM (D)
(1) (4") BFOC (D) (AT&T)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
EXIST 18" RCP
16" DIP RWM (D) BE (D) (FPL)
BTV (D) (COMCAST)
13.04' 17.91'
E O
P
E
L
.1
16.87'
R
W
L I N
E
R
W
L I N
E
19.89
11' 11' 13.3' 11' 11'
3.00 %
6'6'
3.47%
3.59 % 2.56 %
1:3 1:
1:
EL 17.61
EL 17.71
10" PVC FM (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
16" DIP RWM (D)
EXIST 18" RCP EXIST 18" RCP
BTV (D) (COMCAST)
20.41' 19.69'
E O
P
E
L
.6
E O
P
E
L
.9
16.06'
1:4
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
REFER TO TH126
TOP ELEVATION OF GM=9.20
AT STA 542+42.92, 55.55 LT
(REFER TO TH102
6" PE GM (B)
.2
.8
00 2020 4040 6060 8080 100100 120120 140140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
546+00.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
547+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
29.9 4.4
47.4 14.7
186 49
STA 546+50.00
SEGMENT 02
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
19.73
3.00 %
11'6' 11' 14.33' 11' 11' 6'
3.88%
3.40 % 2.74 %
1:3 1:
1:
EL 17.18
EL 17.64
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
BTV (D) (COMCAST)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
10" PVC FM (D)
16" DIP RWM (D)
EXIST 18" RCP
EXIST 18" RCP
18.57' 21.48'
E O
P
E
L
.6
E O
P
E
L
.4
15.25'
1:4
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
REFER TO TH126
TOP ELEVATION OF GM=9.20
AT STA 542+42.92, 55.55 LT
(REFER TO TH102
6" PE GM (B)
.2
.4
R
W
L I N
E
R
W
L I N
E
19.56
6' 11' 11' 15.35' 11' 11' 6'
3.82%3.70% 3.70%
3.92 % 3.17 %
1:
EL 16.93EL 16.83
1:3
10" PVC FM (D)
16" DIP RWM (D) 16" DIP WM (D)
BTV (D) (COMCAST)
BE (D) (FPL)
(2)-2" PVC ITS CONDUIT (D)
(1) (4") BFOC (D) (AT&T)
16.73' 23.26'
E O
P
E
L
.1
E O
P
E
L
.3
E O
P
E
L
.3
14.44'
1:
4 1:4
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
REFER TO TH126
TOP ELEVATION OF GM=9.20
AT STA 542+42.92, 55.55 LT
(REFER TO TH102
6" PE GM (B)
.7
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
548+00.00
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
549+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
53.1
27.7 3.5
133 30
16 16
STA 548+30.00.
TO MAKE MIN. 3' COVER.
BEGIN DEEPENING 6" GM
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
19.72
6' 11' 11' 16.38' 11' 11' 6'
3.23% 3.09% 4.05%
3.08 % 2.17 %
1:3 1:
1:
EL 17.23EL 17.27
10" PVC FM (D)
16" DIP RWM (D)
(2)-2" PVC ITS CONDUIT (D)
16" DIP WM (D)
BE (D) (FPL)
BTV (D) (COMCAST)
(1) (4") BFOC (D) (AT&T)
14.89' 25.05'
E O
P
E
L
.4
E O
P
E
L
.6
E O
P
E
L
.6
13.63'
1:4
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
REFER TO TH126
TOP ELEVATION OF GM=9.20
AT STA 542+42.92, 55.55 LT
(REFER TO TH102
6" PE GM (B)
.8
R
W
L I N
E
R
W
L I N
E
20.02
6' 11' 11' 17.41' 22' 6'
3.74%3.00%
3.27 % 2.83 %
1:3 1:
1:
EL 17.51
EL 17.58
16" DIP RWM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BTV (D) (COMCAST)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
10" PVC FM (D)
13.05' 26.83'
E O
P
E
L
.6
E O
P
E
L
.8
E O
P
E
L
.8
12.82'
1:4
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
REFER TO TH126
TOP ELEVATION OF GM=9.20
AT STA 542+42.92, 55.55 LT
(REFER TO TH102
6" PE GM (B)
.6
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
550+00.00
14 14
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
551+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
44.3 12.7
40.4 16.5
154 46
16 16
12 12
STA 550+80.00.
TO MAKE MIN. 3' COVER.
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.29
6' 11' 11' 17.48' 11' 17'
2.91%3.01%
3.15 %
3.46 %
1:3 1:
1:
EL 17.58
EL 18.05
16" DIP RWM (D)
16" DIP WM (D)
BTV (D) (COMCAST)
BE (D) (FPL)
10" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
(1) (4") BFOC (D) (AT&T)
12.13' 28.61' E
O P
E
L
.9
E O
P
E
L
.1
E O
P
E
L
.0
12.04'
4' 4'
1:4
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
REFER TO TH126
TOP ELEVATION OF GM=9.20
AT STA 542+42.92, 55.55 LT
(REFER TO TH102
6" PE GM (B)
.0
R
W
L I N
E
R
W
L I N
E
20.22
6' 11' 11' 16.72' 11' 11' 6'
4.06%4.10%
2.74 %
1:3 1:
1:
EL 17.43
EL 17.95
16" DIP RWM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BTV (D) (COMCAST)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
10" PVC FM (D)
12.03' 30.4'
E O
P
E
L
.7
E O
P
E
L
.0
E O
P
E
L
.0
11.28'
4'
1:4
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
REFER TO TH126
TOP ELEVATION OF GM=9.20
AT STA 542+42.92, 55.55 LT
(REFER TO TH102
6" PE GM (B)
.9
00 2020 4040 6060 8080 100100 120120 140140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
552+00.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
553+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
42.5 8.5
41.4 6.9
154 25
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.01
6' 11' 11' 15.95' 11' 11' 6'
3.98%3.31%
2.72 %
1:3 1:
1:
EL 17.37
EL 17.70
16" DIP RWM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BTV (D) (COMCAST) BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
10" PVC FM (D)
11.94' 32.18'
E O
P
E
L
.8
E O
P
E
L
.5
10.52'
4'
1:4
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
REFER TO TH126
TOP ELEVATION OF GM=9.20
AT STA 542+42.92, 55.55 LT
(REFER TO TH102
6" PE GM (B)
.9
R
W
L I N
E
R
W
L I N
E
20.00
6' 11' 11' 13.78' 9.18' 11' 11' 15.84'
1.07%3.86%
2.26 %
1:3 1:
1:
EL 17.09EL 17.28
16" DIP RWM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BTV (D) (COMCAST)
BE (D) (FPL)
10" PVC FM (D)
(1) (4") BFOC (D) (AT&T)
11.84' 24.12'
4'
E O
P
E
L
.2
E O
P
E
L
.4
1.98'
1:4
.4
TOP ELEVATION OF GM=13.78)
AT STA 556+49.87, 50.25 LT
REFER TO TH106
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
(REFER TO TH126
6" PE GM (B)
00 2020 4040 6060 8080 100100 120120 140140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
554+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
555+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
41.9 6.4
38.7 7.3
144 19
16 16
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
MohammadKhan 9:01:13 AM
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
19.89
6' 11' 11' 14' 9.13' 11' 11' 5' 11'
3.43%
1.92 %
1:3 1:
EL 17.58
16" DIP RWM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
10" PVC FM (D)
BTV (D) (COMCAST)
11.75' 24.16'
4'
1.87'
E O
P
E
L
.4
E O
P
E
L
.3
.8
TOP ELEVATION OF GM=13.78)
AT STA 556+496.87, 50.25 LT
REFER TO TH106
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
(REFER TO TH126
6" PE GM (B)
R
W
L I N
E
R
W
L I N
E
20.17
6' 11' 11' 14.22' 9.24' 11' 11' 5' 11'
3.29%
2.26 %
1:
16" DIP RWM (D)
6" PE GM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
10" PVC FM (D)
BTV (D) (COMCAST)
11.58' 24.2'
4'
1.76'
E O
P
E
L
.9
E O
P
E
L
.7
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
556+00.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
557+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
39.1 2.7
35.1 1.3
65 2
16 16
16 16
STA 556+20.00
SEGMENT 02
END SWALE (LT)
STA 555+80.00
SEGMENT 02
END SWALE (RT)
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.00
14.43'11'11'6' 11' 11' 5' 23.41'9.35'
16" DIP RWM (D)
6" PE GM (D)
12" PVC FM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
BTV (D) (COMCAST)
11.32' 11.83'
E O
P
E
L
.0
1.65'
R
W
L I N
E
R
W
L I N
E
20.00
6' 11' 11' 15.86'
2.99%
11' 11' 5' 19.05'
16" DIP RWM (D)
6" PE GM (D)
12" PVC FM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
BTV (D) (COMCAST)
11.73' 14.54'
E O
P
E
L
.8
10.82'
00 2020 4040 6060 8080 100100 120120 140140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
558+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
559+00.00
1" = 10' Vertical
1" = 20' Horizontal
BLUE MOUNTAIN AVE
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
0.1 0.0
15.3
78 9
29 6
16 16
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.06
11' 11' 11' 11' 11'
3.03 %
6' 6' 5.11'
2.28 %
1:3 1:
EL 17.64
16" DIP RWM (D)
12" PVC FM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
BTV (D) (COMCAST)
12.19' 25.82'
4'
E O
P
E
L
.4
11.48'5.40'
.5
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
REFER TO TH127
TOP ELEVATION OF GM=13.78)
AT STA 556+49.87, 50.25 LT
(REFER TO TH106
6" PE GM (B)
R
W
L I N
E
R
W
L I N
E
19.69
6' 11' 11' 11' 11' 11' 6'
3.18% 2.77%
2.78 % 3.96%
1:
4 1:
EL 17.12EL 17.34
16" DIP RWM (D)
12" PVC FM (D) 16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
BTV (D) (COMCAST)
12.65' 29.28'
4'
E O
P
E
L
.1
E O
P
E
L
.3
E O
P
E
L
.5
E O
P
E
L
.3
12.08'6.04'
1:41:3
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
REFER TO TH127
TOP ELEVATION OF GM=13.78)
AT STA 555+50.27, 54.22 LT
(REFER TO TH126
6" PE GM (B)
.3
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
560+00.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
561+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
27.0 2.1
41.2 5.6
162 23
STA 560+50.00
SEGMENT 02
BEGIN SWALE (RT)
STA 559+90.00
SEGMENT 02
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
19.74
6' 11' 11' 11' 6.61' 11' 11' 6'
3.00 %
3.86 % 3.33%1:3 1:
4 1:
EL 17.17
EL 16.97
16" DIP RWM (D)
12" PVC FM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
EXIST. 24" RCP
13.1' 27.62'
4'
E O
P
E
L
.3
E O
P
E
L
.1
E O
P
E
L
.1
12.68'
1:4
BTV (D) (COMCAST)
.0
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
(REFER TO TH127
6" PE GM (B)
R
W
L I N
E
R
W
L I N
E
19.76
6' 11' 11' 11' 11' 6'
3.00% 2.93%
4.04 %
3.19%1:3 1:
1:
EL 17.63EL 17.27
16" DIP RWM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
EXIST. 24" RCP
12" PVC FM (D)
1:4
14.14' 25.96'
4'
E O
P
E
L
.4
E O
P
E
L
.6
E O
P
E
L
.6
E O
P
E
L
.4
12.99'17.92'
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
(REFER TO TH127
6" PE GM (B)
.2
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
562+00.00
18 18
20 20
22 22
24 24
26 26
28 28
30 30
563+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
46.3 6.9
46.2 5.3
170 24
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.13
6' 11' 11' 17.94' 11' 11'
3.14% 2.81%
6'
3.85 %
3.48 %1:3 1:
1:
EL 17.70EL 17.57
16" DIP RWM (D)
12" PVC FM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
EXIST. 24" RCP
15.8' 24.3'
4'
E O
P
E
L
.7
E O
P
E
L
.9
E O
P
E
L
.9
E O
P
E
L
.7
12.97'
1:4
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
(REFER TO TH127
6" PE GM (B)
.3
R
W
L I N
E
R
W
L I N
E
20.32
6' 11' 11' 11' 11' 6'
3.02% 3.67%
3.68 %
1:3 1:
1:
EL 18.17EL 18.02
16" DIP RWM (D)
12" PVC FM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
EXIST. 24" RCP
17.46' 22.65'
4'
E O
P
E
L
.0
E O
P
E
L
.1
12.97'17.94'
1:4
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
(REFER TO TH127
6" PE GM (B)
.6
00 2020 4040 6060 8080 100100 120120 140140
18 18
20 20
22 22
24 24
26 26
28 28
30 30
564+00.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
565+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
45.7 7.6
34.5 11.6
134 36
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
20.64
6' 11' 11' 11' 11' 6'
3.00 % 3.58%
3.48 %
1:3 1:
1:
EL 18.54EL 18.32
16" DIP RWM (D)
12" PVC FM (D)
16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
EXIST. 24" RCP
19.12' 20.99'
4'
E O
P
E
L
.4
E O
P
E
L
.3
12.96'17.95'
1:4
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
(REFER TO TH127
6" PE GM (B)
.5
R
W
L I N
E
R
W
L I N
E
21.12
6' 11' 11' 17.96' 11' 11' 6'
3.00 % 3.39%
3.39 %
1:3 1:
1:
EL 18.38
EL 18.62
16" DIP RWM (D)
12" PVC FM (D) 16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
20.77' 19.33'
4'
E O
P
E
L
.6
E O
P
E
L
.7
E
O P
E
L
.7
12.95'
1:4
.8
TOP ELEVATION OF GM=18.70)
AT STA 569+68.28, 41.45 LT
REFER TO TH110
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
(REFER TO TH127
6" PE GM (B)
00 2020 4040 6060 8080 100100 120120 140140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
566+00.00
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
567+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
37.8 7.6
23.5 19.2
106 54
STA 566+50.00.
TO MAKE MIN. 3' COVER.
BEGIN RELOCATING/DEEPENING 6" GM
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
MohammadKhan 9:01:14 AM
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
R
W
L I N
E
R
W
L I N
E
21.30
6' 11' 11' 11' 11' 6'
3.00% 2.97% 3.18%
3.41 %
1:3 1:
1:
EL 19.20
EL 18.84
16" DIP RWM (D)
12" PVC FM (D) 16" DIP WM (D)
(2)-2" PVC ITS CONDUIT (D)
BE (D) (FPL)
(1) (4") BFOC (D) (AT&T)
22.44' 17.67'
4'
E O
P
E
L
.0
E O
P
E
L
.1
E O
P
E
L
.9
12.94'17.97'
1:4
TOP ELEVATION OF GM=18.70)
AT STA 569+68.28, 41.45 LT
REFER TO TH110
TOP ELEVATION OF GM=14.05)
AT STA 561+50.49, 55.88 LT
(REFER TO TH127
6" PE GM (B)
.1
00 2020 4040 6060 8080 100100 120120 140140
16 16
18 18
20 20
22 22
24 24
26 26
28 28
30 30
568+00.00
1" = 10' Vertical
1" = 20' Horizontal
¡ CONST. LYONS ROAD
¡ CONST. LYONS ROAD
33.8 10.2
123 31
STA 568+40.00
SEGMENT 02
END SWALE (RT)
V AA
Q
P r o j e c t s
L y o n s
R d r o a d w a y
R D
X S
R D
.d g
MohammadKhan 9:01:21 AM
ROADWAY PRODUCTION
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:
2018503
PROJECT NO.
LYONS ROAD
L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
CROSS SECTIONS
H. 1''=20'
V. 1''=10'SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:P.E# 61600
MAJHARUL ALAM, PE
3/9/2026
3/9/2026
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
21.84
R
W
L I N
E
6' 11' 11' 17.99' 11' 11' 6'
3.45% 3.00%
3.50%
2.08 %
R
W
L I N
E
1:
EL 19.11
16" DIP RWM (D)
12" PVC FM (D)
(2)-2" PVC ITS CONDUIT (D)
16" DIP WM (D)
BE (D) (FPL)
(1) 4" CONDUIT BFOC (D) (AT&T)
24.08' 17.3'
E O
P
E
L
.2
E O
P
E
L
.4
E O
P
E
L
.5
11.63'
4'
.4
TOP ELEVATION OF GM=14.75)
AT STA…
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