2018503-ROADWAY Plans-Part1 of 4.pdf
PDF 17 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 document consists of detailed roadway construction plans for the County of Palm Beach, Florida, specifically for the Lyons Road project extending from north of L.W.D.D. L-30 Canal to Boynton Beach Boulevard (Project No. 2018503). The plans were prepared by Propel Engineering, LLC and certified by Professional Engineer Majharul Alam, P.E. (Florida Registration No. 61600) on March 9, 2026. The project encompasses 3.189 miles of roadway improvements with a total project length of 16,839.70 linear feet, including milling and resurfacing, new pavement construction, drainage improvements, utility relocation, and associated appurtenances. The typical roadway cross-sections include two 11-foot travel lanes, 20-foot median, 6-foot bike lanes, and Type F concrete curb and gutter, with modifications to accommodate existing conditions and canal crossings.
The construction scope includes 51 numbered pay items covering mobilization, maintenance of traffic, clearing and grubbing, regular and canal excavation, base preparation, asphalt milling and placement with Superpave concrete and friction courses, concrete culverts and sidewalks, drainage inlet structures and pipe installations, concrete curb and gutter placement totaling 36,182 linear feet, sodding of 34,859 square yards, and fiber optic cable installation. Multiple drainage basins are addressed with specific water level elevations ranging from 16.00 to 19.94 NGVD. The plans specify compliance with Florida Department of Transportation (FDOT) FY2023-24 Standard Specifications and Standard Plans, Palm Beach County Design Standards 2019, and the Manual on Uniform Traffic Control Devices. All elevations reference the North American Vertical Datum of 1988 (NAVD '88). Contingency items include flowable fill, traffic control officer services, changeable message signs, and existing storm sewer and box culvert cleaning. The contractor is responsible for utility coordination with identified service providers including AT&T, Comcast, Crown Castle, Florida Public Utilities, Verizon, FPL, and Palm Beach County Water Utilities.
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Text version
ROADWAY PRODUCTION
32 33
7 8 9 10
Boynton
L -4
N
N.T.S.
STA. 119+21.40
BEGIN PROJECT
T-45-S
T-46-S
T-45-S
T-46-S
R -4
-E
R -4
1- E
GOVERNING STANDARD PLANS:
GOVERNING STANDARD SPECIFICATIONS:
ENGINEER'S CERTIFICATION
I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN
ARE IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS
AND CRITERIA IN EFFECT ON THIS DATE FOR PALM BEACH COUNTY
ENGINEERING DEPARTMENT AND THE STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION.
APPROVED BY: MAJHARUL ALAM, P.E.
DATE:
P.E. NO.: FL REGISTRATION NO. 61600
LENGTH OF PROJECT
EXCEPTIONS
EXCEPTIONS
NGVD 1929 DATUM ELEVATION - 1.53 = NAVD 1988 DATUM ELEVATION
PLANS WERE PREPARED BASED ON THE NAVD 1988 DATUM
DISTRICT 6
DISTRICT 4
DISTRICT 2
DISTRICT 1
HCAEB
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DISTRICT 7
DISTRICT 5
DISTRICT 3
PROJECT NO. 2018503
BOARD OF COUNTY COMMISSIONERS
LYONS ROAD
STATE OF FLORIDA
COUNTY OF PALM BEACHCONTRACT PLANS COMPONENTS
INDEX OF ROADWAY PLANS
SIGNALIZATION PLANS
SIGNING AND PAVEMENT MARKING PLANS (FOR INFORMATION PURPOSE ONLY)
ROADWAY PLANS
SHEET NO. SHEET DESCRIPTION
LENGTH OF PROJECT
LINEAR FEET
16839.70
MILES
ROADWAY
BRIDGES
NET LENGTH OF PROJECT
GROSS LENGTH OF PROJECT
16839.70
16839.70
3.189
3.189
3.189
STA. 38+30.00
END PROJECT
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STA 30+00.00
STA 279+31.10 =
the following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at and Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2023-24 Standard Plans for Road
PROJECT LENGTH IS BASED ON ¡ OF CONSTRUCTION
GREGG K. WEISS
ROADWAY PLANS
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
revisions will be in compliance with F.H.W.A. regulations.
shall conform with the latest FDOT Standard Plans and latest M.U.T.C.D. and for this project. All materials and construction within P.B.C. Right-Of-Way
Governing Specifications are contained in the contract documents
3/9/2026
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L.W.D.D L-30
L.W.D.D L-29
L.W.D.D L-28
L.W.D.D L-27
L.W.D.D L-26
L.W.D.D L-25
L.W.D.D L-24
JOEL FLORES
BOBBY POWELL, Jr.
MARIA SACHS
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PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan 8:42:46 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
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Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2018503
PROJECT NO.
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026
KEYSHEET
FINAL SUBMITTAL
MAYOR
SARA BAXTER
MARIA G. MARINO
VICE MAYOR
MARCI WOODWARD
1 KEY SHEET
2 SUMMARY OF PAY ITEMS
3-11 DRAINAGE MAP
12 NOTES TO REVIEWER
13-18 TYPICAL SECTION
19-20 GENERAL NOTES
21 - 51 ROADWAY PLAN
53 - 79 ROADWAY PROFILE
80 DRIVEWAY PROFILE
81 PBC ITS PROFILE AT LWDD CANAL
82-95 ROADWAY DRAINAGE STRUCTURES
96 BOX CULVERT EXTENSION DETAILS
97-99 CANAL CROSS SECTION
100-180 CROSS SECTIONS
181-185 TREE DISPOSITION CHARTS
186-216 TREE DISPOSITION PLANS
This item has been digitally signed and sealed by Majharul Alam on the date adjacent to the seal.
Signature must be verified on any electronic copies.
SUMMARY OF PAY ITEMS
ITEM COVERS ALL REINFORCEMENT.ITEM 415-1-1
ITEM COVERS THE COST OF CONCRETE FOR BOX CULVERT AND HEALWALLITEM 400-4-1
THIS PAY ITEM. INCLUDES COST OF CONCRETE SLABS.
THE COST OF DETECTABLE WARNING SURFACES AND ADA RAMPS ARE INCLUDED IN THE COST OF ITEM 32-33
INCLUDES THE COST OF CURB PAD, DROP CURB, AND MODIFIED TYPE F CURB AND GUTTER.ITEM 31
OF INLET SHALL INCLUDE THE COST OF APRON AT TRIANGULAR SLOT AS SHOWN IN PLAN
OF BACK FILLING REQUIRED OVER PIPES TO FINISHED GRADES AS SHOWN ON THE PLANS.THE COST
AND MATERIAL FOR “OPEN-CUT” PAVEMENT REPAIRS. THE COST OF PIPE SHALL INCLUDE THE COST
WATER CONTROL STRUCTURE(S) AS DETAILED IN THE PLANS. INCLUDES THE COST OF ALL LABOR
INCLUDES THE COST OF FABRICATION, FURNISHING AND INSTALLING ALL COMPONENTS OF STORM
AND/OR TRENCH BOXES AS REQUIRED FOR CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.
FACILITIES AND SURFACES AS REQUIRED, INCLUDING ANY/ALL SHORING, SHEETING AND BRACING
COLLARS TO JOIN NEW PIPE TO EXISTING PIPE; AND ALL REPAIR/RESTORATION OF EXISTING
ITEMS INCLUDE SAW-CUTTING AND REMOVAL OF EXISTING PIPE; CORE DRILLING OR CONCRETE ITEM 15-28
EXISTING PAVEMENT.
OF EXISTING RPM'S, SAWCUTTING AND REMOVAL OF EXISTING ASPHALT AT BUTT JOINT, TIE-IN
INCLUDES BITUMINOUS MATERIAL, PRIME COAT AND TACK COAT, AS REQUIRED. INCLUDES REMOVAL ITEM 13
INCLUDES 12" THICK COMPACTION OF SUBGRADE PER FDOT STANDARDS.ITEM 10
OR AS DIRECTED BY THE ENGINEER AND CAPPING IRRIGATION SYSTEM.
AND TRIMMING FOR UTILITY INSTALLATION. INCLUDES ALL SAW CUTTING AS SHOWN ON THE PLANS
ARE NOT SPECIFICALLY COVERED UNDER ANOTHER SEPARATE PAY ITEM. INCLUDES TREE REMOVAL
DETOURS; CAPPING OR MODIFYING MONITORING WELLS AND ANY OTHER ITEMS TO BE REMOVED THAT
HEDGE; CURBS; SIDEWALKS; ASPHALT; BASE; CONCRETE; GUARDRAIL; TEMPORARY CONSTRUCTION
INCLUDES REMOVAL OF EXISTING; DRAINAGE STRUCTURES & PIPES; CULVERTS; SIGNS; FENCE; ITEM 3
INCLUDES TEMPORARY PAVEMENT MARKINGS & SIGNAL.
INCLUDES PEDESTRIAN MAINTENANCE OF TRAFFIC IN ACCORDANCE WITH THE SPECIFICATIONS.
SEPARATE ITEMS.INCLUDES THE PREPARATION OF TEMPORARY TRAFFIC CONTROL PLANS.
INCLUDES ALL ITEMS FOR MAINTENANCE OF TRAFFIC WHICH ARE NOT INCLUDED FOR PAYMENT UNDER ITEM 2
PAY ITEM & CONTINGENCY ITEM FOOTNOTES
SUMMARY OF PAY ITEMS
ROADWAY ITEMS
ITEM NO
ITEM NUMBER
FDOT PAY
ITEM DESCRIPTION UNITS QTY
1 0101 1 MOBILIZATION LS 1.00
2 0102 1 MAINTENANCE OF TRAFFIC (INCLUDING PED. MOT) LS 1.00
3 0110 1 1 CLEARING AND GRUBBING LS 1.00
4 104 11 FLOATING TURBIDITY BARRIER LF 35.00
5 0104 18 INLET PROTECTION SYSTEM EA 84.00
6 0120 1 REGULAR EXCAVATION CY 20779.00
7 0120 6 EMBANKMENT (COMPACTED IN PLACE) CY 1568.00
8 N/A CANAL EXCAVATION CY 287.00
9 N/A CANAL EMBANKMENT (COMPACTED IN PLACE) CY 359.00
10 0285 713 OPTIONAL BASE, BASE GROUP 13 SY 33613.00
11 286 702 OPTIONAL BASE, BASE GROUP 02 sy 55.00
12 0327 70 1 MILL EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 98551.00
13 0334 1 13 SUPERPAVE ASPHALT CONCRETE (TRAFFIC C) TN 2774.40
14 0337 7 82 ASPHALT CONCRETE FRICTION COURSE (1.0") (FC-9.5) TN 7268.70
15 0400 4 1 CONCRETE CLASS IV, CULVERTS CY 68.40
16 0415 1 1 REINFORCING STEEL-ROADWAY LB 15390.00
17 0425 1351 INLETS (CURB)(TYPE P-5) EA 2.00
18 0425 1355 INLETS (CURB)(TYPE P-5 )(PARTIAL) EA 12.00
19 0425 1361 INLETS (CURB)(TYPE P-6 ) EA 1.00
20 0425 1365 INLETS (CURB)(TYPE P-6 )(PARTIAL) EA 19.00
21 0425 1525 INLETS (DITCH BOTTOM)(TYPE C)(PARTIAL) EA 1.00
22 0425 1545 INLETS (DITCH BOTTOM)(TYPE D)(PARTIAL) EA 3.00
23 0425 2 43 MANHOLE TYPE P-7 (PARTIAL) EA 2.00
24 0425 4 ADJUST INLETS EA 3.00
25 425 5 ADJUST DRAINAGE MANHOLE EA 2.00
26 N/A YARD DRAIN EA 19.00
27 0430 175112 CONCRETE PIPE CULVERT (12") LF 76.00
28 0430 175118 CONCRETE PIPE CULVERT (18") LF 13.00
29 N/A STORM SEWER PUMPING (EXIST.) (24" OR LESS) (SEE SP'S) LF 7,882.00
30 N/A STORM SEWER PUMPING (EXIST.) (>24" TO 48") (SEE SP'S) LF 7,292.00
31 0520 1 10 CONCRETE CURB & GUTTER (TYPE F) LF 36182.00
32 0522 1 CONCRETE SIDEWALK (4" THICK) SY 143.00
33 0522 2 CONCRETE SIDEWALK & DRIVEWAY (6" THICK) SY 379.00
34 0570 1 2 SODDING SY 34859.00
35 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 82.00
36 0630 2 11 2A 2 - 2" PVC CONDUITS (SCH 40) ( OPEN TRENCH ) LF 8519.00
37 0630 2 12 2 2 2 - 2" PVC CONDUITS (SCH 40) (DIRECTIONAL BORE) LF 1209.00
38 633-1-121 FIBER OPTIC CABLE, F&I UNDERGROUND 2-12 FSM FIBRES LF 1000.00
39 0633 1122 FIBER OPTIC CABLE, F&I, UNDERGROUND,13-48 FIBERS LF 18000.00
40 633-2-31 FIBER OPTIC CONNECTION, INSTALL , SPLICE EA 4.00
41 633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 4.00
42 0635-2-11 PULL BOX (SMALL) EA 14.00
43 0635-2-15 PULL BOX (LARGE) EA 8.00
PBCWUD ITEMS
ITEM NO ITEM DESCRIPTION UNITS QTY
44 0425 6 ADJUST VALVE BOXES EA 46.00
CONTIGENCY ITEMS
ITEM NO ITEM DESCRIPTION UNITS QTY
45 0121 70 FLOWABLE FILL CY 50.00
46 0102 14 TRAFFIC CONTROL OFFICER (NON MOT) HR 40.00
47 0102 99 CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) ED 7.00
48 N/A STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) LF 7,892.00
49 N/A STORM SEWER CLEANING (EXIST.) (> 24" to 48") (SEE SP'S) LF 7,292.00
50 N/A BOX CULVERT CLEANING (EXIST.) (10'X6') (SEE SP'S) LF 98.00
51 N/A
/DRAINAGE INSTALLATION
SUPPORT EXISTING UTILITIES DURING PROPOSED UTILITIES
LF 500.00
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PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d r o a d w a y
C E
S S
R D
.d g n
3:32:02 PM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
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 SUMMARY OF PAY ITEMS
ITEM COVERS ALL REINFORCEMENT.ITEM 415-1-1
ITEM COVERS THE COST OF CONCRETE FOR BOX CULVERT AND HEALWALLITEM 400-4-1
THIS PAY ITEM. INCLUDES COST OF CONCRETE SLABS.
THE COST OF DETECTABLE WARNING SURFACES AND ADA RAMPS ARE INCLUDED IN THE COST OF ITEM 32-33
INCLUDES THE COST OF CURB PAD, DROP CURB, AND MODIFIED TYPE F CURB AND GUTTER.ITEM 31
OF INLET SHALL INCLUDE THE COST OF APRON AT TRIANGULAR SLOT AS SHOWN IN PLAN
OF BACK FILLING REQUIRED OVER PIPES TO FINISHED GRADES AS SHOWN ON THE PLANS.THE COST
AND MATERIAL FOR “OPEN-CUT” PAVEMENT REPAIRS. THE COST OF PIPE SHALL INCLUDE THE COST
WATER CONTROL STRUCTURE(S) AS DETAILED IN THE PLANS. INCLUDES THE COST OF ALL LABOR
INCLUDES THE COST OF FABRICATION, FURNISHING AND INSTALLING ALL COMPONENTS OF STORM
AND/OR TRENCH BOXES AS REQUIRED FOR CONSTRUCTION OR AS DIRECTED BY THE ENGINEER.
FACILITIES AND SURFACES AS REQUIRED, INCLUDING ANY/ALL SHORING, SHEETING AND BRACING
COLLARS TO JOIN NEW PIPE TO EXISTING PIPE; AND ALL REPAIR/RESTORATION OF EXISTING
ITEMS INCLUDE SAW-CUTTING AND REMOVAL OF EXISTING PIPE; CORE DRILLING OR CONCRETE ITEM 15-28
EXISTING PAVEMENT.
OF EXISTING RPM'S, SAWCUTTING AND REMOVAL OF EXISTING ASPHALT AT BUTT JOINT, TIE-IN
INCLUDES BITUMINOUS MATERIAL, PRIME COAT AND TACK COAT, AS REQUIRED. INCLUDES REMOVAL ITEM 13
INCLUDES 12" THICK COMPACTION OF SUBGRADE PER FDOT STANDARDS.ITEM 10
OR AS DIRECTED BY THE ENGINEER AND CAPPING IRRIGATION SYSTEM.
AND TRIMMING FOR UTILITY INSTALLATION. INCLUDES ALL SAW CUTTING AS SHOWN ON THE PLANS
ARE NOT SPECIFICALLY COVERED UNDER ANOTHER SEPARATE PAY ITEM. INCLUDES TREE REMOVAL
DETOURS; CAPPING OR MODIFYING MONITORING WELLS AND ANY OTHER ITEMS TO BE REMOVED THAT
HEDGE; CURBS; SIDEWALKS; ASPHALT; BASE; CONCRETE; GUARDRAIL; TEMPORARY CONSTRUCTION
INCLUDES REMOVAL OF EXISTING; DRAINAGE STRUCTURES & PIPES; CULVERTS; SIGNS; FENCE; ITEM 3
INCLUDES TEMPORARY PAVEMENT MARKINGS & SIGNAL.
INCLUDES PEDESTRIAN MAINTENANCE OF TRAFFIC IN ACCORDANCE WITH THE SPECIFICATIONS.
SEPARATE ITEMS.INCLUDES THE PREPARATION OF TEMPORARY TRAFFIC CONTROL PLANS.
INCLUDES ALL ITEMS FOR MAINTENANCE OF TRAFFIC WHICH ARE NOT INCLUDED FOR PAYMENT UNDER ITEM 2
PAY ITEM & CONTINGENCY ITEM FOOTNOTES
SUMMARY OF PAY ITEMS
ROADWAY ITEMS
ITEM NO
ITEM NUMBER
FDOT PAY
ITEM DESCRIPTION UNITS QTY
1 0101 1 MOBILIZATION LS 1.00
2 0102 1 MAINTENANCE OF TRAFFIC (INCLUDING PED. MOT) LS 1.00
3 0110 1 1 CLEARING AND GRUBBING LS 1.00
4 104 11 FLOATING TURBIDITY BARRIER LF 35.00
5 0104 18 INLET PROTECTION SYSTEM EA 84.00
6 0120 1 REGULAR EXCAVATION CY 20779.00
7 0120 6 EMBANKMENT (COMPACTED IN PLACE) CY 1568.00
8 N/A CANAL EXCAVATION CY 287.00
9 N/A CANAL EMBANKMENT (COMPACTED IN PLACE) CY 359.00
10 0285 713 OPTIONAL BASE, BASE GROUP 13 SY 33613.00
11 286 702 OPTIONAL BASE, BASE GROUP 02 sy 55.00
12 0327 70 1 MILL EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 98551.00
13 0334 1 13 SUPERPAVE ASPHALT CONCRETE (TRAFFIC C) TN 2774.40
14 0337 7 82 ASPHALT CONCRETE FRICTION COURSE (1.0") (FC-9.5) TN 7268.70
15 0400 4 1 CONCRETE CLASS IV, CULVERTS CY 68.40
16 0415 1 1 REINFORCING STEEL-ROADWAY LB 15390.00
17 0425 1351 INLETS (CURB)(TYPE P-5) EA 2.00
18 0425 1355 INLETS (CURB)(TYPE P-5 )(PARTIAL) EA 12.00
19 0425 1361 INLETS (CURB)(TYPE P-6 ) EA 1.00
20 0425 1365 INLETS (CURB)(TYPE P-6 )(PARTIAL) EA 19.00
21 0425 1525 INLETS (DITCH BOTTOM)(TYPE C)(PARTIAL) EA 1.00
22 0425 1545 INLETS (DITCH BOTTOM)(TYPE D)(PARTIAL) EA 3.00
23 0425 2 43 MANHOLE TYPE P-7 (PARTIAL) EA 2.00
24 0425 4 ADJUST INLETS EA 3.00
25 425 5 ADJUST DRAINAGE MANHOLE EA 2.00
26 N/A YARD DRAIN EA 19.00
27 0430 175112 CONCRETE PIPE CULVERT (12") LF 76.00
28 0430 175118 CONCRETE PIPE CULVERT (18") LF 13.00
29 N/A STORM SEWER PUMPING (EXIST.) (24" OR LESS) (SEE SP'S) LF 7,882.00
30 N/A STORM SEWER PUMPING (EXIST.) (>24" TO 48") (SEE SP'S) LF 7,292.00
31 0520 1 10 CONCRETE CURB & GUTTER (TYPE F) LF 36182.00
32 0522 1 CONCRETE SIDEWALK (4" THICK) SY 143.00
33 0522 2 CONCRETE SIDEWALK & DRIVEWAY (6" THICK) SY 379.00
34 0570 1 2 SODDING SY 34859.00
35 0530 3 3 RIPRAP, RUBBLE, BANK AND SHORE TN 82.00
36 0630 2 11 2A 2 - 2" PVC CONDUITS (SCH 40) ( OPEN TRENCH ) LF 8519.00
37 0630 2 12 2 2 2 - 2" PVC CONDUITS (SCH 40) (DIRECTIONAL BORE) LF 1209.00
38 633-1-121 FIBER OPTIC CABLE, F&I UNDERGROUND 2-12 FSM FIBRES LF 1000.00
39 0633 1122 FIBER OPTIC CABLE, F&I, UNDERGROUND,13-48 FIBERS LF 18000.00
40 633-2-31 FIBER OPTIC CONNECTION, INSTALL , SPLICE EA 4.00
41 633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 4.00
42 0635-2-11 PULL BOX (SMALL) EA 14.00
43 0635-2-15 PULL BOX (LARGE) EA 8.00
PBCWUD ITEMS
ITEM NO ITEM DESCRIPTION UNITS QTY
44 0425 6 ADJUST VALVE BOXES EA 46.00
CONTIGENCY ITEMS
ITEM NO ITEM DESCRIPTION UNITS QTY
45 0121 70 FLOWABLE FILL CY 50.00
46 0102 14 TRAFFIC CONTROL OFFICER (NON MOT) HR 40.00
47 0102 99 CHANGEABLE (VARIABLE MESSAGE) SIGN (NON MOT) ED 7.00
48 N/A STORM SEWER CLEANING (EXIST.) (24" OR LESS) (SEE SP'S) LF 7,892.00
49 N/A STORM SEWER CLEANING (EXIST.) (> 24" to 48") (SEE SP'S) LF 7,292.00
50 N/A BOX CULVERT CLEANING (EXIST.) (10'X6') (SEE SP'S) LF 98.00
51 N/A
/DRAINAGE INSTALLATION
SUPPORT EXISTING UTILITIES DURING PROPOSED UTILITIES
LF 500.00
120 125 130
2605N0°23'30"W
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STA. 119+21.40
BEGIN PROJECT
VALENCIA BAY
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PROPERTY LINE
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PROPERTY LINE PROPERTY LINE
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: DRAINAGE EASEMENTD.E.
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L.W.D.D. L-30 CANAL
54.70' ROW
L.W.D.D. L-30 CANAL
65.26' ROW
LYONS ROAD
ROADWAY PRODUCTION
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PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e d r m p r d .d g n
8:43:56 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# x xx
2018503
PROJECT NO.
LYONS ROAD
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
DRAINAGE MAP
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026
.7
P I
.1
E
L
.1
0.
4% (-) 0.640%
350' V.C.
P I
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L
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(-) 0.640% (+) 0.3 00%
250' V.C.
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(-) 0.400%
.0
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L
.7
.2
E
L
.0
.0
E
L
.2
.0
E
L
.8
(+) 0.300%
M A
T C
H
L I N
E
.0
¡ CONST LYONS ROAD
STA. 119+21.40
BEGIN PROJECT
PERSONNEL WITH DRAINAGE CONCERNS.
PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE
NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR
1"=5' VERTICAL
SCALE: 1"=200' HOROZINTAL
(FOR REFERENCE ONLY)
FROM RECORD PLANS
HISTORICAL PGL PROFILE
120+00.00 125+00.00 130+00.00
IS 16.00 NGVD.
THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL
STORM LEVEL IS 19.26 NGVD FOR DRAIANGE SEGEMENT 1.
NOTE: THE PRELIMINARY FLOOD ROUTING 25 YR, 3 DAY
M A
T C
H
L I N
E
.0
¡ CONST LYONS ROAD
STA. 119+21.40
BEGIN PROJECT
PERSONNEL WITH DRAINAGE CONCERNS.
PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE
NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR
1"=5' VERTICAL
SCALE: 1"=200' HOROZINTAL
(FOR REFERENCE ONLY)
FROM RECORD PLANS
HISTORICAL PGL PROFILE
120+00.00 125+00.00 130+00.00
IS 16.00 NGVD.
THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL
STORM LEVEL IS 19.26 NGVD FOR DRAIANGE SEGEMENT 1.
NOTE: THE PRELIMINARY FLOOD ROUTING 25 YR, 3 DAY
18.3818.40
18.90
18.68
18.45
18.75
135 140 145 150 155 160
S D
S D
S D
S D S D
S D
18.51
19.48 19.65
19.29
19.57 19.62
45.3916°
45.3916°
E
E E
T T
8" 9"
5"
56.56'N44.61°E
56.56'N44.61°E
W A T E R
W A T E R
W A T E R W A T E R
U U
W A T E R
W A T E R
W A T E R
W A T E R
S A
N
E L
E C
W A T E R
S D
S D
S D
S D S D
S D
W A
T E
R
LEGEND
BOUNDARY
DRAINAGE
LEGEND
BOUNDARY
DRAINAGE
DRAINAGE SEGMENT 1 DRAINAGE SEGMENT 2
VALENCIA BAY
EXIST R/W LINE
PROPERTY LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
PROPERTY LINE
PROPERTY LINE
EXIST R/W LINE
PROPERTY LINE
PROPERTY LINE PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
¡ CONST LYONS ROAD
£ SURVEY LYONS ROAD
N
Feet
0 50
X-109
X-111
X-110
X-113
X-112
X-114
X-115
X-116
X-117
X-118
X-119
X-120
X-124
X-121X-122
X-123 X-126
X-125
S-7S-6 S-8S-5
S-4
S-9A
S-8A
FUTURE FLAVOR PICT ROAD
EXIST 24'' RCP
25' D.E.
(6.73 AC) (8.29 AC)
: DRAINAGE EASEMENTD.E.
F L
A V
O R
P I C
T
R
D
L .W .D .D
L
C
A N
A L
VALENCIA COVE
L .W .D .D
L
C
A N
L.W.D.D. L-29 CANAL
66' ROW
70' ROW
B L
M
U N
T A
V
LYONS ROAD
ROADWAY PRODUCTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e d r m p r d .d g n
8:44:28 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# x xx
2018503
PROJECT NO.
LYONS ROAD
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
DRAINAGE MAP
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026PGL LTPGL RTP
I
.0
E
L
.2
(+) 0.3 00% (-) 0.300%
P I
.0
E
L
.5
(-) 0.300% (+) 0.3 57%
P I
.0
E
L
.0
(+) 0.3 57% (-) 0.300%
P I
.0
E
L
.8
(-) 0.300% (+) 0.3 09%
P I
.0
E
L
.9
(+) 0.3 09% (-) 0.300%
P I
.0
E
L
.0
(-) 0.300% (+) 0.3 00%
P I
.0
E
L
.9
(+) 0.3 00% (-) 0.390%
(-) 0.390%
DRAINAGE MAP PROFILESROADWAY PROFILES (PGL)
M
A T
C H
L I N
E
.0
M A
T C
H
L I N
E
.0
PERSONNEL WITH DRAINAGE CONCERNS.
PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE
NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR
(FOR REFERENCE ONLY)
FROM RECORD PLANS
HISTORICAL PGL PROFILE
135+00.00 140+00.00 145+00.00 150+00.00 155+00.00 160+00.00
IS 16.00 NGVD.
THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL
AND 19.19 NGVD FOR DRAINAGE BASIN 2.
STORM LEVEL IS 19.26 NGVD FOR DRAINAGE BASIN 1
165 170 175 180 185
G
G
G
N00°26'28"WN00°23'30"W
E L
E C
S A
N
E L
E C
W A T E R
W A T E R
N P
W
N P
W
N P
W N P
W
W A T E R
S A
N
W A T E R
W A T E R
N P
W
LEGEND
BOUNDARY
DRAINAGE
LEGEND
BOUNDARY
DRAINAGE
VALENCIA COVE
DRAINAGE SEGMENT 2
PROPERTY LINE PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINE
EXIST R/W LINE
PROPERTY LINE PROPERTY LINE
PROPERTY LINE
EXIST R/W LINE
PROPERTY LINE
EXIST R/W LINE
DRAINAGE SEGMENT 3
R/W LINE
EXIST
EXIST R/W LINE
EXIST R/W LINE
£ SURVEY LYONS ROAD
N
Feet
0 50
X-128
X-127 X-129
X-132
X-131
X-134
X-133 X-135
X-136
X-137
X-138
X-139
X-141
X-140 X-142
X-130 X-143 S-9
S-10 S-11
S-13
S-14
S-12 S-15
S-16
S-9A S-14A S-15A
EXIST 30'' RCP
20' D.E. 20' D.E.
EXIST 36'' RCP EXIST 36'' RCP
20' D.E.
: DRAINAGE EASEMENTD.E.
VALENCIA COVE
L .W .D .D
L
C
A N
A L
M A
L E
A R
P
A
M
L.W.D.D. L-28 CANAL
80' ROW
L.W.D.D. L-28 CANAL
76.40' ROW
L .W .D .D
L
C
A N
A L
LYONS ROAD
(8.29 AC) (6.63 AC)
D26'28"W D26'28"W
ROADWAY PRODUCTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e d r m p r d .d g n
8:45:04 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# x xx
2018503
PROJECT NO.
LYONS ROAD
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
DRAINAGE MAP
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026PGL LTPGL RTP
I
.0
E
L
.7
(-) 0.390% (+) 0.3 01%
P I
.0
E
L
.2
(+) 0.3 01% (-) 0.376%
P I
.0
E
L
.8
(-) 0.376% (+) 0.3 15%
P I
.8
E
L
.7
(+) 0.3 15% (-) 0.565%
P I
.6
E
L
.6
(-) 0.565% (+) 0.3
00%
P I
.6
E
L
.3
(+) 0.3 00%
(-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00%
(+) 0.3 00%
DRAINAGE MAP PROFILESROADWAY PROFILES (PGL)
M
A T
C H
L I N
E
.0
M A
T C
H
L I N
E
.0
PERSONNEL WITH DRAINAGE CONCERNS.
PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE
NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR
(FOR REFERENCE ONLY)
FROM RECORD PLANS
HISTORICAL PGL PROFILE
165+00.00 170+00.00 175+00.00 180+00.00 185+00.00
IS 16.00 NGVD.
THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL
AND 19.64 NGVD FOR DRAINAGE BASIN 3.
STORM LEVEL IS 19.19 NGVD FOR DRAINAGE BASIN 2
190 195 200 205 210 215
D
S D
S D
19.11
19.05
19.08
TT
TT
T
T
T
R
TV
T T
E
E
M
M
TV
w w w w
GG
X
X
X
X
MH
T
MH
T T
T
6"
T
T
T
T
T T
6"
20"
20" 20" w w
W A T E R
W A T E R
W A T E R
W A T E R
S A
N
W A T E R
W A T E R
S A
N
W A T E R
S D
S D
S D
W A T E R
W A
T E
R
W A
T E
R
VALENCIA COVE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
EXIST R/W LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINEEXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
PROPERTY LINE
EXIST R/W LINE
PROPERTY LINE
DRAINAGE SEGMENT 3
DRAINAGE SEGMENT 4
LEGEND
BOUNDARY
DRAINAGE
LEGEND
BOUNDARY
DRAINAGE
£ SURVEY LYONS ROAD
£ SURVEY LYONS ROAD
N
Feet
0 50
X-145
X-146
X-148
X-147
X-150
X-149 X-151
X-152
X-153
X-155
X-154
X-157
X-156
X-158 X-144
S-17
S-18
S-19 S-21
S-22
S-23
S-24
S-25
S-26 S-27S-20S-18A
S-24A S-26A S-27A
S-23A S-17A
(6.63 AC)
(6.90 AC)
: DRAINAGE EASEMENTD.E.
L .W .D .D
L
C
A N
A L
M E
A D
O W
L
A K
L.W.D.D. L-27 CANAL
L.W.D.D. L-27 CANAL
52.44' ROW
L .W .D .D
L
C
A N
A L
LYONS ROAD
ROADWAY PRODUCTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e d r m p r d .d g n
8:45:41 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# x xx
2018503
PROJECT NO.
LYONS ROAD
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
DRAINAGE MAP
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026
P I
.6
E
L
.3
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00%
P I
.1
E
L
.7
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00%
P I
.6
E
L
.3
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00%
P I
.6
E
L
.3
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00%
P I
.6
E
L
.3
(+) 0.3 00% (-) 0.300%
M A
T C
H
L I N
E
.0
M A
T C
H
L I N
E
.0
PERSONNEL WITH DRAINAGE CONCERNS.
PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE
NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR
(FOR REFERENCE ONLY)
FROM RECORD PLANS
HISTORICAL PGL PROFILE
10 190+00.00 195+00.00 200+00.00 205+00.00 210+00.00 215+00.00
IS 16.00 NGVD.
THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL
AND 19.56 FOR DRAINAGE BASIN 4.
STORM LEVEL IS 19.64 NGVD FOR DRAINAGE BASIN 3
NOTE: THE PRELIMINARY FLOOD ROUTING 25YR, 3 DAY
220 225 230 235 240 245
D
S D w
3"
3"
3"
3"
MH
3"
W A T E R
S A
N
W A T E R
W A T E R
W A T E R
W A T E R
S D
S D
W A T E R
W A T E R
W A T E R
W A T E R
S A
N
W A T E R
W A T E R
W A T E R
E L
E C
W A
T E
R
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
LEGEND
BOUNDARY
DRAINAGE
LEGEND
BOUNDARY
DRAINAGE
EXIST R/W LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE PROPERTY LINE
PROPERTY LINE
DRAINAGE SEGMENT 4
DRAINAGE SEGMENT 5
£ SURVEY LYONS ROAD
N
Feet
0 50
X-159
X-160
X-162
X-161
X-163
X-164
X-165
X-166
X-167
X-169
X-168 X-170
X-172
X-171
S-28
S-29
S-30
S-31
S-32
S-33
S-34
S-35S-29A
S-35A
S-34A
EXIST 48'' RCP
10' D.E.
D .E
(6.90 AC)
(6.80 AC)
: DRAINAGE EASEMENTD.E.
L .W .D .D
L
C
A N
A L
L A
K E
R
O Y
A L
R
D
L .W .D .D
L
C
A N
L.W.D.D. L-26 CANAL
76.40' ROW
L.W.D.D. L-26 CANAL
50' ROW
LYONS ROAD
C A
N Y
O N
L
A K
ROADWAY PRODUCTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e d r m p r d .d g n
8:46:12 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# x xx
2018503
PROJECT NO.
LYONS ROAD
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
DRAINAGE MAP
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026
(-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00%
P I
.6
E
L
.9
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00%
P I
.6
E
L
.3
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00%
P I
.6
E
L
.3
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.3 00% (+) 0.3
00%
M A
T C
H
L I N
E
.0
M A
T C
H
L I N
E
.0
PERSONNEL WITH DRAINAGE CONCERNS.
PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE
NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR
(FOR REFERENCE ONLY)
FROM RECORD PLANS
HISTORICAL PGL PROFILE
10 220+00.00 225+00.00 230+00.00 235+00.00 240+00.00 245+00.00
IS 16.00 NGVD.
THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL
AND 19.56 NGVD FOR DRAINAGE BASIN 5.
STORM LEVEL IS 19.56 NGVD FOR DRAINAGE BASIN 4
245 250 255 260 265 270
D
S D
S D
S D
.7
.5
.8
.9
.8
.7
.2
.0
.2
.9
.0
.7
W A T E R
U
U
S A
N
W A T E R
W A T E R
W A T E R
W A T E R
S A
N
W A T E R
W A T E R
S A
N
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
W A T E R
S D
S D
S D
S D
W A
T E
R
LEGEND
BOUNDARY
DRAINAGE
LEGEND
BOUNDARY
DRAINAGE
PROPERTY LINE
PROPERTY LINE
EXIST R/W LINE
EXIST R/W LINE
PROPERTY LINE
EXIST R/W LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINE
PROPERTY LINE
PROPERTY LINE
DRAINAGE SEGMENT 5 DRAINAGE SEGMENT 6
EXIST R/W LINE
£ SURVEY LYONS ROAD
N
Feet
0 50
X-173
X-174
X-175
X-176
X-177 X-178
X-179
X-180 X-181
X-182
X-183 X-185
X-186
X-184 X-187
X-188
EXIST 54'' RCP
20' D.E.
(6.80 AC) (6.96 AC)
: DRAINAGE EASEMENTD.E.
L .W .D .D
L
C
A N
A L
L .W .D .D
L
C
A N
L.W.D.D. L-25 CANAL
L.W.D.D. L-25 CANAL
65.64' ROW
LYONS ROAD
C O
N N
E C
T O
R
R
D
ROADWAY PRODUCTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e d r m p r d .d g n
8:46:49 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# x xx
2018503
PROJECT NO.
LYONS ROAD
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
DRAINAGE MAP
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026
P I
.6
E
L
.3
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.4
(-) 0.300% (+) 0.
400%
P I
.6
E
L
.6
(+) 0.
400% (-) 0.300%
P I
.1
E
L
.8
(-) 0.300% (+) 0.3 00%
P I
.6
E
L
.7
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.8
(-) 0.300% (+) 0.3 00%
P I
.6
E
L
.7
(+) 0.3 00% (-) 0.300%
P I
.6
E
L
.8
(-) 0.300% (+) 0.3 60%
P I
.6
E
L
.8
(+) 0.3 60% (-) 0.300%
P I
.6
E
L
.8
(-) 0.300% (+) 0.3 00%
M A
T C
H
L I N
E
.0
M A
T C
H
L I N
E
.0
PERSONNEL WITH DRAINAGE CONCERNS.
PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE
NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR
(FOR REFERENCE ONLY)
FROM RECORD PLANS
HISTORICAL PGL PROFILE
10 250+00.00 255+00.00 260+00.00 265+00.00 270+00.00
IS 16.00 NGVD.
THE DESISN HIGH WATER AND MAINTAINED WATER LEVEL
AND 19.94 NGVD FOR DRAINAGE BASIN 6.
STORM LEVEL IS 19.56 NGVD FOR DRAINAGE BASIN 5
30 35
S D
S D
.0
.3
.5
.1
.8
.5
.9
.5
.0
.6
.6
.4
TRACT B-1
50' L.B.E.
TRACT B-1
25' L.B.E.
W A T E R
W A T E R
W A T E R
G A S
U
W A T E R
G A S
S D
S D
W A T E R
W A T E R
W A T E R
W A T E R
W. LINE OF BLOCK 50
E. LINE OF BLOCK 51
LEGEND
BOUNDARY
DRAINAGE
LEGEND
BOUNDARY
DRAINAGE
DRAINAGE SEGMENT 6
EXIST R/W LINE
PROPERTY LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
EXIST R/W LINE
£ SURVEY LYONS ROAD
N
Feet
0 50
X-189 X-190
X-191
X-193X-192
X-194
(6.96 AC)
: DRAINAGE EASEMENTD.E.
B O
Y N
T O
N
B
E A
C H
B
L V
D
L
C
A N
A L
L .W .D
Y N
T O
N
B
E A
C H
B
L V
D
L
C
A N
A L
L .W
£ SURVEY AND ¡ CONST LYONS ROAD
STA. 279+31.10, 3.57' LT
£ SURVEY AND ¡ CONST LYONS ROAD =
STA. 30+00.00
£ SURVEY AND ¡ CONST LYONS ROAD
STA. 38+30.00
END MILLING & RESURFACING
END CONSTRUCTION
£ SURVEY AND ¡ CONST LYONS ROAD
STA. 279+31.10, 3.57' LT
L.W.D.D. L-24 CANAL
98.88' ROW
L.W.D.D. L-24 CANAL
98.88' ROW
LYONS ROAD
TRACT B-1
50' L.B.E.
TRACT B-1
25' L.B.E.
ROADWAY PRODUCTION
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e d r m p r d .d g n
8:47:15 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
BE
ACH
Y T
N U
OC
F L
ORID
A
Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# x xx
2018503
PROJECT NO.
LYONS ROAD
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
DRAINAGE MAP
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026
(+) 0.3 00%
(+) 0.3 00%
.5
M A
T C
H
L I N
E
.0
PERSONNEL WITH DRAINAGE CONCERNS.
PLANS FOR DOCUMENTATION AND TO ASSIST CONSTRUCTION
CONSTRUCTION PURPOSES. THIS SHEET IS IN THE
NOTE: DO NOT USE INFORMATION ON THIS SHEET FOR
(FOR REFERENCE ONLY)
FROM RECORD PLANS
HISTORICAL PGL PROFILE
275+00.00
STORM LEVEL IS 19.94 NGVD FOR DRAINAGE BASIN 6.
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e S
U M
D R
D .d g n
8:47:17 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
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.
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026 SUMMARY OF DRAINAGE STRUCTURES
X-101
X-102
X-103
X-104
X-105
X-106
X-107
X-108
X-109
BOTTOM ELV. = 7.27
INVERT ELEV. S = 9.28
INVERT ELEV. N = 9.32
RIM ELEV. = 18.12
DBI TYPE "P-X"
STA. 534+35.69 (47.88' RT)
X-110
BOTTOM ELV. = 8.00
INVERT ELEV. W = 10.61
INVERT ELEV. S = 9.94
INVERT ELEV. N = 10.22
RIM ELEV. = 17.62
DBI TYPE "P-X"
STA. 537+24.36 (56.05' RT)
X-111
X-112
X-113
X-114
INVERT ELEV. = 10.50
TOP = 20.88
MANHOLE
STA. 542+83.18 (58.68' RT)
X-115
X-116
INVERT ELEV. E = 13.16
INVERT ELEV. N = 13.14
TOP = 21.31
MANHOLE
STA. 543+59.49 (5.86' RT)
X-117
X-118
BOTTOM ELEV. = 12.01
INVERT ELEV. W = 14.01
INVERT ELEV. S = 14.00
INVERT ELEV. E = 14.00
INVERT ELEV. N = 14.00
TOP = 19.60
MANHOLE
STA. 545+98.97 (29.42' RT)
X-119
BOTTOM ELEV. = 11.11
INVERT ELEV. W = 13.54
INVERT ELEV. S = 13.35
INVERT ELEV. E = 13.51
INVERT ELEV. N = 13.46
TOP = 20.32
MANHOLE
STA. 545+98.63 (8.96' LT)
X-120
INVERT ELEV. = 13.61
TOP = 19.10
CURB INLET
STA. 545+99.37 (49.49' LT)
X-121
BOTTOM ELEV. = 12.51
INVERT ELEV. W = 14.45
RIM ELEV. = 16.95
BDI TYPE C
STA. 548+99.09 (54.44' RT)
X-122
BOTTOM ELEV. = 12.12
INVERT ELEV. W = 14.29
INVERT ELEV. S = 14.20
INVERT ELEV. E = 14.30
TOP. = 18.62
MANHOLE
STA. 548+99.16 (32.47' RT)
X-123
BOTTOM ELEV. = 11.91
INVERT ELEV. W = 14.16
INVERT ELEV. S = 13.91
INVERT ELEV. E = 13.97
TOP. = 19.56
MANHOLE
STA. 548+99.77 (9.24' LT)
X-124
BOTTOM ELEV. = 12.24
INVERT ELEV. = 14.18
RIM ELEV. = 16.83
DBI TYPE "P-X"
STA. 549+00.24 (49.11' LT)
X-125
BOTTOM ELEV. = 7.24
INVERT ELEV. E = 14.08
INVERT ELEV. W = 9.40
RIM ELEV. = 17.48
DBI TYPE "P-X"
STA. 555+49.45 (51.41' RT)
X-126
BOTTOM ELEV. = 11.29
INVERT ELEV. W = 13.27
RIM ELEV. = 17.08
DBI TYPE "P-X"
STA. 555+49.78 (45.45' LT)
X-127
BOTTOM ELV. = 6.51
INVERT ELEV. W = 8.56
INVERT ELEV. E = 9.52
RIM ELEV. = 16.86
DBI TYPE "P-X"
STA. 561+49.80 (46.76' RT)
X-128
BOTTOM ELV. = 7.76
INVERT ELEV. W = 9.76
RIM ELEV. = 16.91
DBI TYPE "P-X"
STA. 561+50.20 (47.68' LT)
X-129
BOTTOM ELV. = 11.05
INVERT ELEV. W = 13.74
INVERT ELEV. S = 13.21
RIM ELEV. = 17.69
DBI TYPE "P-X"
STA. 564+49.54 (47.33' RT)
X-130
BOTTOM ELV. = 11.99
INVERT ELEV. E = 13.94
RIM ELEV. = 17.62
DBI TYPE "P-X"
STA. 564+49.87 (47.16' LT)
X-131
BOTTOM ELV. = UNKNOWN
INVERT ELEV. W = UNKNOWN
INVERT ELEV. S = UNKNOWN
RIM ELEV. = UNKNOWN
DBI TYPE "P-X"
STA. 566+99.64 (46.99' RT)
X-132
BOTTOM ELV. = 12.74
INVERT ELEV. E = 14.72
RIM ELEV. = 18.56
DBI TYPE "P-X"
STA. 566+99.85 (47.08' LT)
X-133
BOTTOM ELV. = 9.89
INVERT ELEV. W = 11.76
INVERT ELEV. N = 11.64
RIM ELEV. = 18.55
DBI TYPE "P-X"
STA. 572+94.98 (47.39' RT)
X-134
BOTTOM ELV. = 9.91
INVERT ELEV. E = 11.97
RIM ELEV. = 18.26
DBI TYPE "P-X"
STA. 172+94.40 (47.08' LT)
X-135
X-136
BOTTOM ELV. = 9.14
INVERT ELEV. E = 11.49
RIM ELEV. = 17.22
DBI TYPE "P-X"
STA. 174+72.08 (47.65' LT)
BOTTOM ELV. = 9.54
INVERT ELEV. W = 11.38
INVERT ELEV. S = 11.31
INVERT ELEV. N = 11.36
RIM ELEV. = 17.72
DBI TYPE "P-X"
STA. 174+72.47 (47.25' RT)
X-137
BOTTOM ELV. = 10.11
INVERT ELEV. W = 11.00
INVERT ELEV. S = 11.10
INVERT ELEV. N = 10.95
RIM ELEV. = 16.92
DBI TYPE "P-X"
STA. 176+50.07 (46.79' RT)
X-138
BOTTOM ELV. = 9.81
INVERT ELEV. E = 11.17
RIM ELEV. = 16.95
DBI TYPE "P-X"
STA. 176+50.10 (47.00' LT)
X-139
BOTTOM ELV. = 8.76
INVERT ELEV. S = 10.69
INVERT ELEV. N = 10.73
RIM ELEV. = 16.97
DBI TYPE "P-X"
STA. 179+56.90 (48.81' RT)
X-140
BOTTOM ELV. = 7.63
INVERT ELEV. W = 10.52
INVERT ELEV. S = 10.67
INVERT ELEV. E = 9.56
RIM ELEV. = 18.48
CURB INLET
STA. 181+35.22 (46.04' RT)
X-141
BOTTOM ELV. = 8.84
INVERT ELEV. E = 10.74
RIM ELEV. = 18.92
CURB INLET
STA. 181+34.64 (46.71' LT)
X-142
BOTTOM ELV. = 8.76
INVERT ELEV. W = 10.57
INVERT ELEV. E = 9.84
INVERT ELEV. N = 10.22
RIM ELEV. = 17.85
DBI TYPE "P-X"
STA. 186+70.85 (46.90' RT)
X-143
BOTTOM ELV. = 8.95
INVERT ELEV. E = 10.77
RIM ELEV. = 17.92
DBI TYPE "P-X"
STA. 186+70.51 (47.26' LT)
X-144
X-145
X-146
X-147
BOTTOM ELV. = 8.99
INVERT ELEV. E = 10.77
RIM ELEV. = 17.86
DBI TYPE "P-X"
STA. 192+70.18 (47.71' LT)
X-148
BOTTOM ELV. = 9.04
INVERT ELEV. W = 10.97
INVERT ELEV. S = 10.98
RIM ELEV. = 18.31
DBI TYPE "P-X"
STA. 194+17.88 (47.18' RT)
BOTTOM ELV. = 9.42
INVERT ELEV. E = 11.23
RIM ELEV. = 18.28
DBI TYPE "P-X"
STA. 194+18.17 (47.25' LT)
BOTTOM ELV. = 8.57
INVERT ELEV. W = 10.63
INVERT ELEV. S = 10.55
INVERT ELEV. N = 10.87
RIM ELEV. = 17.88
DBI TYPE "P-X"
STA. 192+70.63 (47.17' RT)
BOTTOM ELV. = 8.29
INVERT ELEV. S = 10.36
INVERT ELEV. N = 10.33
RIM ELEV. = 19.21
MANHOLE
STA. 189+70.34 (51.25' RT)
X-149
BOTTOM ELV. = 7.99
INVERT ELEV. W = 10.15
INVERT ELEV. N = 10.12
RIM ELEV. = 18.40
DBI TYPE "P-X"
STA. 200+18.92 (46.81' RT)
X-150
BOTTOM ELV. = 8.48
INVERT ELEV. E = 10.23
RIM ELEV. = 18.34
DBI TYPE "P-X"
STA. 200+18.48 (46.76' LT)
X-151
BOTTOM ELV. = 8.11
INVERT ELEV. W = 10.68
INVERT ELEV. S = 9.86
INVERT ELEV. N = 9.76
RIM ELEV. = 18.00
DBI TYPE "P-X"
STA. 201+65.71 (47.24' RT)
X-152
BOTTOM ELV. = 8.90
INVERT ELEV. N = 10.81
RIM ELEV. = 17.98
DBI TYPE "P-X"
STA. 201+66.17 (46.97' LT)
X-153
BOTTOM ELV. = 9.02
INVERT ELEV. S = 9.31
INVERT ELEV. N = 9.42
RIM ELEV. = 19.25
MANHOLE
STA. 204+66.52 (51.38' RT)
X-154
BOTTOM ELV. = 7.14
INVERT ELEV. E = 10.58
INVERT ELEV. S = 9.05
INVERT ELEV. N = 8.81
RIM ELEV. = 17.90
DBI TYPE "P-X"
STA. 207+65.88 (47.17' RT)
X-155
BOTTOM ELV. = 8.93
INVERT ELEV. E = 10.84
RIM ELEV. = 17.92
DBI TYPE "P-X"
STA. 207+66.06 (47.50' LT)
X-156
BOTTOM ELV. = 8.12
INVERT ELEV. W = 10.61
INVERT ELEV. E = 9.95
INVERT ELEV. N = 10.18
RIM ELEV. = 17.95
DBI TYPE "P-X"
STA. 213+66.46 (46.72' RT)
X-157
X-158
BOTTOM ELV. = 9.88
INVERT ELEV. S = 10.36
INVERT ELEV. N = 10.35
RIM ELEV. = 19.26
MANHOLE
STA. 216+66.91 (51.51' RT)
X-159
X-160
BOTTOM ELV. = 8.72
INVERT ELEV. E = 10.71
RIM ELEV. = 17.93
DBI TYPE "P-X"
STA. 219+65.89 (47.02' LT)
BOTTOM ELV. = 8.46
INVERT ELEV. W = 10.71
INVERT ELEV. S = 10.66
INVERT ELEV. N = 10.94
RIM ELEV. = 17.94
DBI TYPE "P-X"
STA. 219+66.50 (48.90' RT)
X-161
BOTTOM ELV. = 9.22
INVERT ELEV. W = 11.27
INVERT ELEV. S = 11.33
RIM ELEV. = 18.71
DBI TYPE "P-X"
STA. 221+92.11 (46.99' RT)
X-162
BOTTOM ELV. = 9.56
INVERT ELEV. E = 11.55
RIM ELEV. = 18.56
DBI TYPE "P-X"
STA. 221+91.96 (47.29' LT)
X-163
BOTTOM ELV. = 9.36
INVERT ELEV. W = 11.37
INVERT ELEV. N = 11.32
RIM ELEV. = 18.56
DBI TYPE "P-X"
STA. 227+91.35 (47.20' RT)
X-164
BOTTOM ELV. = 9.67
INVERT ELEV. E = 11.57
RIM ELEV. = 18.60
DBI TYPE "P-X"
STA. 227+91.64 (47.35' LT)
X-165
BOTTOM ELV. = 8.79
INVERT ELEV. W = 10.71
INVERT ELEV. S = 10.88
INVERT ELEV. N = 10.61
RIM ELEV. = 17.95
DBI TYPE "P-X"
STA. 230+18.19 (47.81' RT)
X-166
BOTTOM ELV. = 8.70
INVERT ELEV. E = 10.75
RIM ELEV. = 17.86
DBI TYPE "P-X"
STA. 230+17.78 (47.30' LT)
X-167
BOTTOM ELV. = 9.95
INVERT ELEV. S = 10.31
INVERT ELEV. N = 10.43
RIM ELEV. = 19.26
MANHOLE
STA. 233+17.52 (51.60' RT)
X-168
BOTTOM ELV. = 8.02
INVERT ELEV. W = 10.59
INVERT ELEV. S = 9.99
INVERT ELEV. N = 9.95
RIM ELEV. = 18.17
CURB INLET
STA. 236+16.79 (46.07' RT)
X-169
BOTTOM ELV. = 8.02
INVERT ELEV. E = 10.17
RIM ELEV. = 18.29
CURB INLET
STA. 236+17.55 (45.72' RT)
X-170
BOTTOM ELV. = 7.20
INVERT ELEV. S = 9.49
INVERT ELEV. E = 9.41
INVERT ELEV. N = 8.88
RIM ELEV. = 18.95
MANHOLE
STA. 238+18.32 (51.36' RT)
X-171
BOTTOM ELV. = 8.26
INVERT ELEV. W = 10.30
RIM ELEV. = 17.78
CURB INLET
STA. 242+21.35 (46.03' RT)
X-172
BOTTOM ELV. = 8.26
INVERT ELEV. E = 10.30
RIM ELEV. = 17.78
CURB INLET
STA. 242+16.68 (48.28' LT)
X-173
BOTTOM ELV. = 8.26
INVERT ELEV. E = 10.30
RIM ELEV. = 17.78
CURB INLET
STA. 248+18.25 (46.22' RT)
X-174
BOTTOM ELV. = 8.35
INVERT ELEV. E = 10.52
RIM ELEV. = 17.85
CURB INLET
STA. 248+18.50 (47.21' LT)
X-175
BOTTOM ELV. = 8.50
INVERT ELEV. W = 10.62
RIM ELEV. = 18.27
CURB INLET
STA. 254+19.00 (46.00' RT)
X-176
BOTTOM ELV. = 8.96
INVERT ELEV. E = 10.89
RIM ELEV. = 18.21
CURB INLET
STA. 254+19.00 (45.98' LT)
X-177
BOTTOM ELV. = 8.47
INVERT ELEV. S = 10.29
INVERT ELEV. N = 10.30
RIM ELEV. = 19.19
MANHOLE
STA. 257+18.64 (51.32' RT)
X-178
BOTTOM ELV. = 8.11
INVERT ELEV. W = 10.35
RIM ELEV. = 18.25
CURB INLET
STA. 260+19.00 (46.01' RT)
X-179
BOTTOM ELV. = 8.81
INVERT ELEV. E = 10.80
RIM ELEV. = 18.21
CURB INLET
STA. 260+18.00 (46.00' LT)
X-180
BOTTOM ELV. = 7.19
INVERT ELEV. S = 9.34
INVERT ELEV. W = 9.09
INVERT ELEV. N = 9.21
RIM ELEV. = 19.16
MANHOLE
STA. 264+18.05 (50.98' RT)
X-181
BOTTOM ELV. = 7.62
INVERT ELEV. S = 9.38
INVERT ELEV. W = 10.53
INVERT ELEV. N = 9.56
RIM ELEV. = 18.35
CURB INLET
STA. 266+18.00 (46.14' RT)
X-182
BOTTOM ELV. = 8.92
INVERT ELEV. E = 10.86
RIM ELEV. = 18.32
CURB INLET
STA. 266+18.00 (46.00' LT)
X-183
BOTTOM ELV. = 7.36
INVERT ELEV. S = 9.26
INVERT ELEV. N = 9.26
RIM ELEV. = 18.82
CURB INLET
STA. 267+61.53 (46.04' RT)
X-184
BOTTOM ELV. = 8.11
INVERT ELEV. S = 9.54
INVERT ELEV. N = 9.67
RIM ELEV. = 19.71
MANHOLE
STA. 269+19.16 (50.53' RT)
X-185
X-186
BOTTOM ELV. = 8.76
INVERT ELEV. W = 10.81
RIM ELEV. = 18.87
CURB INLET
STA. 270+96.51 (49.35' LT)
BOTTOM ELV. = 7.87
INVERT ELEV. S = 9.78
INVERT ELEV. W = 10.34
INVERT ELEV. N = 9.82
RIM ELEV. = 18.85
CURB INLET
STA. 270+96.31 (44.44' RT)
X-187
BOTTOM ELV. = 8.07
INVERT ELEV. S = 9.98
INVERT ELEV. W = 10.45
INVERT ELEV. N = 9.89
RIM ELEV. = 18.77
CURB INLET
STA. 272+70.51 (46.26' RT)
X-188
BOTTOM ELV. = 9.14
INVERT ELEV. N = 10.84
RIM ELEV. = 18.72
CURB INLET
STA. 272+70.74 (48.80' LT)
X-189
BOTTOM ELV. = 7.88
INVERT ELEV. S = 10.03
INVERT ELEV. N = 10.03
RIM ELEV. = 19.04
CURB INLET
STA. 273+89.37 (46.60' RT)
X-190
BOTTOM ELV. = 8.07
INVERT ELEV. S = 10.62
INVERT ELEV. W = 10.08
INVERT ELEV. N = 10.13
RIM ELEV. = 18.88
CURB INLET
STA. 274+54.20 (55.60' RT)
X-191
BOTTOM ELV. = 9.33
INVERT ELEV. E = 11.36
RIM ELEV. = 19.37
CURB INLET
STA. 274+94.07 (48.90' LT)
X-192
BOTTOM ELV. = 8.30
INVERT ELEV. S = 10.28
INVERT ELEV. N = 10.29
RIM ELEV. = 19.61
CURB INLET
STA. 276+41.62 (55.60' RT)
X-193
BOTTOM ELV. = 8.80
INVERT ELEV. W = 10.47
INVERT ELEV. S = 10.55
RIM ELEV. = 20.05
CURB INLET
STA. 277+95.83 (55.46' RT)
X-194
BOTTOM ELV. = 8.66
INVERT ELEV. E = 10.62
RIM ELEV. = 20.19
CURB INLET
STA. 277+94.49 (48.50' LT)
X-195
X-196
X-197
BOTTOM ELV. = UNKNOWN
INVERT ELEV. N = UNKNOWN
RIM ELEV. = UNKNOWN
CURB INLET
STA. 33+31.37 (56.70' RT)
BOTTOM ELV. = UNKNOWN
INVERT ELEV. E = UNKNOWN
RIM ELEV. = UNKNOWN
CURB INLET
STA. 33+30.89 (55.43' LT)
BOTTOM ELV. = 8.43
INVERT ELEV. W = 10.72
INVERT ELEV. S = 10.74
INVERT ELEV. E = 10.50
INVERT ELEV. N = 10.49
RIM ELEV. = 17.49
DBI TYPE "P-X"
STA. 524+44.81 (45.40' RT)
BOTTOM ELV. = 9.08
INVERT ELEV. E = 11.01
RIM ELEV. = 17.64
DBI TYPE "P-X"
STA. 524+45.09 (48.90' LT)
BOTTOM ELV. = 8.72
INVERT ELEV. S 10.56
INVERT ELEV. W = 10.78
RIM ELEV. = 19.67
TYPE "P-5"
STA. 526+36.00 (43.88' RT)
BOTTOM ELV. = 9.03
INVERT ELEV. E = 11.17
RIM ELEV. = 18.16
DBI TYPE "P-X"
STA. 526+36.09 (48.55' LT)
BOTTOM ELV. = 6.76
INVERT ELEV. E = 10.63
INVERT ELEV. E = 8.84
INVERT ELEV. N = 8.81
RIM ELEV. = 17.35
DBI TYPE "P-X"
STA. 532+25.69 (47.43' RT)
BOTTOM ELV. = 8.85
INVERT ELEV. E = 10.72
RIM ELEV. = 19.13
DBI TYPE "P-X"
STA. 532+25.38 (45.89' LT)
BOTTOM ELV. = 8.79
INVERT ELEV. E = 10.79
RIM ELEV. = 17.59
DBI TYPE "P-X"
STA. 537+25.75 (43.93' LT)
BOTTOM ELV. = 8.63
INVERT ELEV. S = 10.56
INVERT ELEV. W = 10.59
RIM ELEV. = 18.30
DBI TYPE "P-X"
STA. 539+24.41 (69.77' RT)
BOTTOM ELV. = 8.750
INVERT ELEV. E = 10.63
RIM ELEV. = 20.35
DRAINAGE INLET TYPE "P-1"
STA. 539+26.71 (36.97' LT)
INVERT ELEV. W = 13.16
INVERT ELEV. S = 13.05
INVERT ELEV. N = 13.14
RIM ELEV. = 20.39
MANHOLE
STA. 543+58.69 (28.63' RT)
BOTTOM ELV. = 13.66
INVERT ELEV. W = 16.63
INVERT ELEV. E = 15.53
RIM ELEV. = 19.60
MANHOLE
STA. 34+45.12 (56.33' RT)
BOTTOM ELV. = 9.77
INVERT ELEV. E = 11.73
RIM ELEV. = 18.21
DBI TYPE "P-X"
STA. 122+39.20 (49.52' LT)
BOTTOM ELV. = 9.47
INVERT ELEV. W = 11.58
INVERT ELEV. N = 11.50
RIM ELEV. = 18.07
DBI TYPE "P-X"
STA. 122+39.49 (45.01' RT)
BOTTOM ELEV. = 12.16
INVERT ELEV. W = 14.09
RIM ELEV. = 17.83
DBI TYPE "P-X"
STA. 547+99.12 (51.31') RT)
BOTTOM ELV. = 8.74
(TO BE VERIFIED)
INVERT ELEV. E = 10.83
RIM ELEV. = 17.45
CURB INLET TYPE P-6
STA. 213+66.00 (47.00' LT)
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PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d d r a in a g e S
U M
D R
D .d g n
8:47:17 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
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.
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026 SUMMARY OF DRAINAGE STRUCTURES
X-198
BOTTOM ELV. = 13.23
INVERT ELEV. E = 15.10
INVERT ELEV. E = 15.15
RIM ELEV. = 19.59
CURB INLET
STA. 34+32.38 (55.39' LT)
X-199
BOTTOM ELV. = 12.86
INVERT ELEV. W = 14.71
INVERT ELEV. S = 14.88
RIM ELEV. = 18.81
CURB INLET
STA. 35+31.16 (45.86' RT)
X-200
BOTTOM ELV. = 11.83
INVERT ELEV. S = 14.59
INVERT ELEV. E = 14.44
INVERT ELEV. N = 13.74
RIM ELEV. = 19.34
CURB INLET
STA. 35+31.03 (43.66' LT)
X-201
X-202
BOTTOM ELV. = 12.27
INVERT ELEV. W = 14.05
RIM ELEV. = 19.61
CURB INLET
STA. 36+00.00 (44.64' RT)
BOTTOM ELV. = 11.63
INVERT ELEV. S = 13.63
INVERT ELEV. E = 13.28
RIM ELEV. = 19.52
CURB INLET
STA. 36+00.00 (43.77' LT)
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PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d r o a d w a y
G N
N T
R D
N o t e s t o r e v ie w e r .d g n
8:47:19 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
L M
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 NOTES TO REVIEWER
DESIGN CRITERIA:
DESIGN ELEMENT DESIGN STANDARD SOURCES DESIGN ELEMENT DESIGN STANDARD SOURCES
FUNCTIONAL CLASSIFICATION
URBAN MAJOR COLLECTOR FUNCTIONAL CLASSIFICATION
PBC COMPREHENSIVE PLAN, FEDERAL
MINIMUM PGL ELEVATION
BE ABOVE THE 25 YEAR, 3-DAY STORM STAGE
ONE THROUGH LANE IN EACH DIRECTION TO
PBC DESIGN STANDARDS 2019, P-13
DESIGN VEHICLE WB-62FL FLORIDA GREENBOOK TABLE 3.2 MINIMUM GUTTER GRADE 0.30% (FLAT TERRAIN) FLORIDA GREENBOOK TABLE 3.6
DESIGN SPEED 45 MPH FLORIDA GREENBOOK TABLE 3.1 MAXIMUM GRADE 8% (URBAN LOCAL) FLORIDA GREENBOOK TABLE 3.6
POSTED SPEED 45 MPH FIELD OBSERVATION
VERTICAL CURVE
MAXIMUM CHANGE IN GRADE WITHOUT USING
0.70 FLORIDA GREENBOOK TABLE 3.8
AUXILIARY LANE
TRAVEL LANE
LANE WIDTH
11 FT.
11 FT.
ROADS (APRIL 2018)
TYPICAL SECTIONS FOR THOROUGHFARE
MINIMUM DISTANCE BETWEEN VPI's
250 FT. (MINIMUM)
300 FT. (DESIRABLE)
PBC DESIGN STANDARDS 2019, P-13
(NOT IN SUPEREVELATION)
TRAVEL LANE CROSS SLOPE
0.015 - 0.04 FLORIDA GREENBOOK CH. 3, SECTION C.7.B.2 K VALUE FOR CREST VERTICAL CURVES 61 FLORIDA GREENBOOK TABLE 3.9
SHOULDER CROSS SLOPE 0.02 - 0.06 FLORIDA GREENBOOK CH. 3, SECTION C.7.C.2 K VALUE FOR SAG VERTICAL CURVES 79 FLORIDA GREENBOOK TABLE 3.9
LAKE ROYAL ROAD - SBLT - 77
CANYON LAKES BLVD - NBLT - 71
BLUE MOUNTAIN AVE - SBLT - 52
GOLDEN CRES DRIVE - NBLT - 41
APPALACHIAN RIDGE RD. SBLT - 52
(MAX IN COUNTS THRU MARCH 2020)
TURNING LANE LENGTH
280 FT. (MIN.)
VARIES (DEPENDS ON NUMBER OF LT VEH.)
SIGNING AND GEOMETRICS (APRIL 2018)
PBC TYPICAL FOR PAVEMENT MARKINGS,
SIDEWALK WIDTH 6 FT.
SIGNING AND GEOMETRICS (APRIL 2018)
PBC TYPICAL FOR PAVEMENT MARKINGS,
BOYNTON BEACH BLVD. NBLT - 219
DOUBLE TURNING LANE LENGTH
450 FT. (MIN.)
SIGNING AND GEOMETRICS (APRIL 2018)
PBC TYPICAL FOR PAVEMENT MARKINGS,
BIKE LANE WIDTH 5 FT. MIN.
SIGNING AND GEOMETRICS (JULY 2024)
PBC TYPICAL FOR PAVEMENT MARKINGS,
BOYNTON BEACH BLVD. SBLT - 1114
TRIPLE TURNING LANE LENGTH
(MAXIMUM LENGTH FOR DOUBLE LT)
TBD - EXISTING LENGTH IS 54 FT.
SIGNING AND GEOMETRICS (APRIL 2018)
PBC TYPICAL FOR PAVEMENT MARKINGS,
CLEAR ZONE
(1.5 FT. MIN) FROM FACE OF CURB
4 FT.
FLORIDA GREENBOOK TABLE 3.15
TAPER LENGTH
50 FT. SIGNING AND GEOMETRICS (APRIL 2018)
PBC TYPICAL FOR PAVEMENT MARKINGS,
STRUCTURES)
LATERAL OFFSET (UTILITIES POLES AND
(1.5 FT. MIN)
4 FT.
OUTSIDE CLEAR ZONE
SECTION D.8 AND TABLE 3.15
FLORIDA GREENBOOK CH. 4,
MEDIAN WIDTH 20 FT.
ROADS (APRIL 2018)
TYPICAL SECTIONS FOR THOROUGHFARE
MAXIMUM GRADE FROM GUARDRAIL 1:10 DESIGN STANDARD INDEX 536-001
MINIMUM STOPPING SIGHT DISTANCE 360 FT. FLORIDA GREENBOOK TABLE 3.3
HORIZONTAL CURVES
MAXIMUM DEFLECTIONS WITHOUT
1° 00’ 00'' FDM CH. 210.8.1
MINIMUM PASSING SIGHT DISTANCE 700 FT. FLORIDA GREENBOOK TABLE 3.4
INTERSECTION
MAXIMUM DEFLECTIONS ANGLE THROUGH AN
3° 00’ 00'' FDM CH. 212.7
MAXIMUM DEGREE OF CURVATURE 8° 15’ FLORIDA GREENBOOK TABLE 3.5
UNSIGNALIZED INTERSECTION
RETURN RADIUS SIGNALIZED INTERSECTION
30 FT
50 FT.
SIGNING AND GEOMETRICS (APRIL 2018)
PBC TYPICAL FOR PAVEMENT MARKINGS,
URBAN, HIGH-SPEED FACILITY
MINIMUM HORIZONTAL RADIUS LENGTH FOR
680 FT. FLORIDA GREENBOOK TABLE 3.5
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PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d r o a d w a y
T Y P
D R
D .d g n
8:47:21 AM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
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Seal:
Revisions DateNo. By
OF:
SHEET:
P.E# 61600
MAJHARUL ALAM, PE
2018503
PROJECT NO.
LYONS ROAD
N OF L.W.D.D. L-30 CANAL TO BOYNTON BEACH BLVD.
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026
SAWCUT SAWCUT
BREAK
SLOPE
BREAK
SLOPE
MILLING
PAVEMENT (1" AVERAGE DEPTH)
MILL EXISTING ASPHALT
POSTED SPEED = 45 MPH
DESIGN SPEED = 45 MPH
TYPICAL SECTION
CURB PAD CONSTRUCTION DETAIL
N.T.S
100'
WIDENING WIDENING
2' 11' 11'6' 2' 4'
MEDIAN
PLANTED
MEDIAN
PLANTED
4'
2'
11' 11' 6' 2'
PGL LT
PGL RT
100'
1'1'
¡ CONST. LYONS ROAD £ SURVEY LYONS ROAD
RESURFACING
1" FRICTION COURSE FC-9.5
WIDENING
1'' FRICTION COURSE FC-9.5
1.5'' TYPE SP STRUCTURAL COURSE (TRAFFIC C)
OPTIONAL BASE GROUP 13 WITH 12'' COMPACTED SUBGRADE (98% T180)
RESURFACING
MILLING AND
EASEMENT***
RURAL PARKWAY
EASEMENT***
RURAL PARKWAY
BIKE LANE BIKE LANE
(3%-4.5%)
VAR.
MATCH EXIST.
(TYP)
EXIST. GROUND
SECTION FOR LIMIT)
(REFER TO CROSS
PROP. DITCH
SOD ** SOD **
VAR. (0'-11')
VAR. (0'-8')
WIDENING WIDENING
VAR. (0'-8.5')
RESURFACING
MILLING AND
(MODIFIED) (TYP)
TYPE "F" C&G
SUBGRADE
EXIST COMPACTED
SURFACE
BASE
SUBGRADE
PATHWAY (TO REMAIN)
EXIST 8' MEANDERING
PATHWAY (TO REMAIN)
EXIST 8' MEANDERING
SECTION FOR LIMIT)
(REFER TO CROSS
PROP. DITCH
SURFACE
BASE
SUBGRADE
SUBGRADE
BASE
SURFACE
SURFACE
BASE
SUBGRADE
(TYP)
EXIST. GROUND
SUBGRADE
EXIST. COMPACTED
(TO REMAIN)
EXIST PAVEMENT (TO REMAIN)
EXIST. PAVEMENT
VAR. (12'-16') VAR. (12'-16')
R/W LINE
EXIST. EXIST. R/W LINE
VAR. (48.5'-71')
(0'-16.40')
VAR.
VAR. (32'-40')
EXIST. MEDIAN
2'
VAR. (55'-81')& GRUBBING
CLEARING
STANDARDSTANDARD CLEARING & GRUBBING STANDARD CLEARING & GRUBBING
& GRUBBING
CLEARING
STANDARD
R/W (112' - 130.14') *
(3%-4.5%)
VAR.
MATCH EXIST
SODSOD
4:1
:1
:1
4:1
6'' 6''
(MODIFIED) (TYP)
TYPE "F" C&G
SAWCUTSAWCUT
*** RURAL PARKWAY EASEMENT RT BEGINS AT STATION 119+34.39 AND END AT STATION 169.57.00.
SEE CROSS SECTIONS FOR SODDING LIMITS.**
TO STA. 169+65.00 (S. OF L-28 CANAL)
R/W VARIES (124.70'-127.00') FROM STA. 143+25.00 (N. OF FLAVOR PICT ROAD)
TO STA. 140+75.09 (FLAVOR PICT ROAD)
R/W VARIES (112'-130.10') FROM STA. 132+65.00 (NORTH OF L-30)*
VAR. (3.40'-14.70')VAR. (15.70'-31.40')VAR. (14.50'-42.30')
STA 119+21.40 TO STA 526+12.45)
FLUSH SHOULDER.
(SEE PLAN FOR LIMIT OF
TYPE "F" C&G (TYP)
STA 524+21.85 (CL CONST (AH))
STATION EQUATION: STA 124+21.81 (BL SURVEY(BK)) =
STA. 119+21.40 TO STA. 569+65.00
(L.W.D.D. L-30 CANAL TO SOUTH OF L.W.D.D. L-28 CANAL)
LYONS ROAD
TYPICAL SECTION
STA 119+21.40 TO STA 524+94.88)
FLUSH SHOULDER.
(SEE PLAN FOR LIMIT OF
TYPE "F" C&G (TYP)
SUBGRADE
BASE
SURFACE ASPHALT BASE)
B-12.5
CURB PAD (TYPE
6"
4"
CURB PAD (TYPICAL)
LIMIT AND LOCATION)
(REFER TO PLAN FOR
MODIFIED TYPE F C&G
TYPE F C&G OR
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PROPEL ENGINEERING, LLC.
WEST PALM BEACH, FLORIDA 33411
2711 N VISTA PARKWAY, SUITE B-7
FLORIDA BUSINESS CERT. NO. 31050
PHONE (561) 866-5730
3/9/2026MohammadKhan
Q
P r o j e c t s
L y o n s
R d r o a d w a y
T Y P
D R
D .d g n
3:12:04 PM
ENGINEERING AND PUBLIC WORKS
PALM BEACH COUNTY
P.O. BOX 21229, WEST PALM BEACH, FLORIDA
P A
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.
N.T.S.SCALE:
APPROVED:MA
DRAWN: EM
CHECKED: JJV
DATE:3/9/2026
11'11'6' 2'
MILLING AND RESURFACING
17'11'
WIDENING
SAWCUT
11'
MILLING AND RESURFACING
20'
BOX CULVERT (RCBC) TO REMAIN
EXIST 10'x6' REINFORCED CONCRETE
22'
& GRUBBING
STANDARD CLEARING
POSTED SPEED = 45 MPH
DESIGN SPEED = 45 MPH
MILLING
PAVEMENT (1" AVERAGE DEPTH)
MILL EXISTING ASPHALT
TYPICAL SECTION
TO REMAIN
EXIST PAVEMENT
PGL RT
PGL LT
SIDEWALK
REMOVE EXISTING
SUBGRADE
EXIST COMPACTED
SUBGRADE
EXIST COMPACTED
GROUND (TYP)
EXIST
GROUND (TYP)
EXIST
RESURFACING
1'' FRICTION COURSE FC-9.5
WIDENING
1'' FRICTION COURSE FC-9.5
1.5'' TYPE SP STRUCTURAL COURSE (TRAFFIC C)
OPTIONAL BASE GROUP 13 WITH 12'' COMPACTED SUBGRADE (98% T180)
¡ CONST. LYONS ROAD
2…
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