190657 A1A Donald Ross Drainage-Final_01-30-2026_Part1.pdf
PDF 19 MB Posted
- Attached to
- A1A, US 1 to Donald Ross Rd
- Solicitation number
- IFB 360 2019805 3
- Issued by
- Palm Beach County, Florida
About this file
This is a Final Roadway Plans and Drainage Design document prepared by Baxter & Woodman, Inc. for Palm Beach County, Florida, detailing the A1A Drainage project from US 1 to Donald Ross Road (Project No. 2019805). The project encompasses drainage infrastructure improvements along State Road A1A, spanning 2,310 linear feet (0.437 miles) from Station 17+40.00 to Station 40+49.65. The design includes 21 drainage structures (inlets, manholes, and raised inlets) with varying pipe sizes ranging from 8 inches to 36 inches in diameter, along with stormwater outfall modifications, sidewalk repairs, pavement overlay work, and riprap/retaining wall restoration. The plans were finalized in November 2025 and certified by Professional Engineer Jeffrey G. Hiscock (FL Registration No. 43984) on January 30, 2026. The project is governed by FDOT Standard Plans for Road Construction dated July 1, 2022, and all drainage structures conform to FDOT and Palm Beach County requirements.
The design incorporates comprehensive utility coordination involving multiple agencies including AT&T, Crown Castle, Comcast, FP&L, FPUC, Town of Jupiter, LRECD, MastEc, MCI, and PBC departments, with specific contact personnel identified for each utility provider. The project requires contractor compliance with Florida Statute 556.105 for underground gas pipeline protection, NPDES water quality standards, and dewatering permit requirements (Permit #50-12556-W). All temporary and permanent benchmarks utilize the North American Vertical Datum 1988 (NAVD 1988) for elevation reference. The contractor must coordinate tree removal with the Town of Jupiter prior to construction commencement and maintain accessible pathways throughout the project duration. Construction methods and pollution prevention measures are detailed in FDOT standard indexes, with special attention required for utility clearances, particularly where stormwater pipes cross or run under existing sanitary sewers, water mains, electrical lines, gas lines, and fiber optic conduits at varying clearance distances.
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Other files
| File | Type | Posted |
|---|---|---|
| 190657 A1A Donald Ross Drainage-Final_01-30-2026_Part2.pdf | ||
| 2019805 Addendum 1.pdf | ||
| 2019805 Spec Book (2).pdf | ||
| 2019805 RFI Form.docx | DOCX document | |
| North Littoral Shelf civil.pdf | ||
| 2019805 RFI Form.pdf | ||
| 2019805 Pre-Bid Sign in sheet.pdf | ||
| South Littoral Shelf civil.pdf | ||
| Alternate Format Availability.pdf | ||
| 2019805 Pay Item Spreadsheet.xlsx | XLSX spreadsheet | |
| Qualifications and Experience Package Form.docx | DOCX document | |
| OSBD Schedules and Instructions.pdf | ||
| Qualifications and Experience Package Form.pdf |
Show all 13
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Text version
STATE OF FLORIDA
PALM BEACH COUNTY
ROADWAY PLANS
A1A DRAINAGE FROM US 1 TO DONALD ROSS ROAD
PROJECT NO. 2019805
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA
DELAND 4
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
FT PIERCE
FT MYERS
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
FORT WALTON
BEACH
PENSACOLA
WEST PALM
BEACH
FLORIDA S
TURNPIKE
PANAMA
CITY
LAKE
CITY
DAYTONA
BEACH
SARASOTA -
BRADENTON
BEE LINE
EXPRESSWAY
PROJECT LOCATION
GOVERNING SPECIFICATIONS:
THE FDOT STANDARD PLANS FOR ROAD CONSTRUCTION DATED
JULY 1, 2022 AND SUPPLEMENTS AND ALL PROVISIONS THERETO
NOTED IN THE CONTRACT FOR THIS PROJECT
BOARD OF COUNTY COMMISSIONERS
MARINA G. MARINO
DISTRICT 1
GREGG K. WEISS
DISTRICT 2
MICHAEL A. BARNETT
DISTRICT 3
MARCI WOODWARD
DISTRICT 4
MARIA SACHS
DISTRICT 5
SARA BAXTER
DISTRICT 6
MACK BERNARD
DISTRICT 7
CONTRACT PLAN SET INCLUDES:
ROADWAY PLANS
PLANS WERE PREPARED BASED ON THE NAVD 1988 DATUM
NGVD 1929 DATUM ELEVATION - 1.45' = NAVD DATUM ELEVATION OF 1988
SEC. 28, TW 41 S, R 43 E
N
O R
T H
LOCATION MAP
END PROJECT
STA. 40+49.65
ENGINEERS CERTIFICATION
I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN ARE IN
SUBSTANTIAL COMPLIANCE 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: JEFFREY G. HISCOCK, P.E.
DATE: ------------
P.E. NO.: FL REGISTRATION NO. 43984
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
FINAL
NOVEMBER 2025
NOVEMBER 2025 2019805
COVER SHEET, LOCATION MAP
AND DRAWING LIST
DRAWING LIST
SHEET NO. SHEET DESCRIPTION
1 COVER SHEET, LOCATION MAP & DRAWING LIST
2 SUMMARY OF PAY ITEMS/MEASUREMENT AND PAYMENT ITEM DESCRIPTIONS
3 SUMMARY OF DRAINAGE STRUCTURES
4 DRAINAGE BASIN MAP
5 DRAINAGE MAP - STATE ROAD A1A
6 DRAINAGE MAP - STATE ROAD A1A
7 GENERAL NOTES
8 STORMWATER OUTFALL - PLAN AND PROFILE
9 STATE ROAD A1A - PLAN AND PROFILE (STA. 16+20 TO STA. 21+40)
10 STATE ROAD A1A - PLAN AND PROFILE (STA. 21+40 TO STA. 25+40)
11 STATE ROAD A1A - PLAN AND PROFILE (STA. 25+40 TO STA. 30+00)
12 STATE ROAD A1A - PLAN AND PROFILE (STA. 30+00 TO STA. 34+60)
13 STATE ROAD A1A - PLAN AND PROFILE (STA. 34+60 TO STA. 39+00)
14 STATE ROAD A1A - PLAN AND PROFILE (STA. 39+00 TO STA. 42+60)
15 DRAINAGE STRUCTURES
16 DRAINAGE STRUCTURES
17 DRAINAGE STRUCTURES
18 DRAINAGE STRUCTURES
19 STANDARD DETAILS 1
20 STANDARD DETAILS 2
21 STANDARD DETAILS 3
22 BORING LOCATION PLAN
23 BORING PROFILES
24-33 TOPOGRAPHIC SURVEY
PROJECT LENGTH IS BASED ON ℄ OF CONSTRUCTION
LENGTH OF PROJECT
ROADWAY
LINEAR FEET MILES
SIDEWALK
NET LENGTH OF PROJECT
EXCEPTIONS
GROSS LENGTH OF PROJECT
2,310 0.437
0.437
0.437
BEGIN PROJECT
STA. 17+40.00
2,310
2,310 jhiscock Date 01/30/2026
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
SUMMARY OF PAY ITEMS/
MEASUREMENT OF PAYMENT ITEM DESCRIPTIONS
2019805 jhiscock
SUMMARY OF DRAINAGE STRUCTURES
D-20
EXISTING INLET
GRATE EL. = 14.02
INV. = 9.50 E 18" PIPE
(CORE & CONNECT TO
EXISTING STRUCTURE PER
FDOT INDEX 430-001)
D-12A
EXISTING INLET
GRATE EL. = 9.12
INV. = 3.99 S 18" PIPE (EXIST)
INV. = 3.99 E 18" PIPE
(CORE & CONNECT TO EXISTING
STRUCTURE PER FDOT INDEX
430-001)
D-13
STA 24+37.87 (7.61 RT)
CONST. 5' DIA. MH (DOGHOUSE)
TYPE J INDEX 425-001,
425-010, 425-080
RIM EL. = 8.87
INV. = 1.00 N 24" PIPE
INV. = 3.40 E 18" PIPE
INV. = 1.00 S 24" PIPE
INV. = 5.02 W 20" PIPE (EXIST)
CONTRACTOR TO FIELD CONFIRM
EXISTING INVERT ELEVATION
PRIOR TO SHOP DRAWING
SUBMITTAL
D-21
STA 40+49.71 (23.45 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
RIM EL. = 13.65
INV. = 7.30 W 18" PIPE
INV. = 10.65 N 12" PIPE (CONNECT
EXISTING PIPE TO NEW STRUCTURE)
D-14
STA 24+37.89 (20.11 RT)
CONST. TYPE E INLET
INDEX 425-052
GRATE EL. = 7.88
INV. = 3.50 W 18" PIPE
INV. = 5.02 E 20" PIPE (EXIST)
D-12
STA 26+45.91 (5.98 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 10.18
INV. = 3.00 N 24" PIPE
INV. = 2.20 W 18" PIPE
INV. = 2.10 S 24" PIPE
D-11
STA 29+72.54 (22.19 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 12.20
INV. = 6.80 E 18" PIPE
D-10
STA 29+72.49 (5.96 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001
RIM EL. = 12.68
INV. = 4.80 N 24" PIPE
INV. = 6.70 W 18" PIPE
INV. = 6.10 E 18" PIPE
INV. = 3.90 S 24" PIPE
D-9
STA 29+72.46 (17.98 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 12.20
INV. = 6.20 W 18" PIPE
D-8
STA 31+35.02 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001
RIM EL. = 13.77
INV. = 5.00 N 24" PIPE
INV. = 5.00 S 24" PIPE
D-6
STA 34+34.98 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.40
INV. = 5.80 N 24" PIPE
INV. = 8.60 W 18" PIPE
INV. = 8.60 E 18" PIPE
INV. = 5.80 S 24" PIPE
D-5
STA 34+34.94 (15.99 RT)
CONST. TYPE C INLET
INDEX 425-052
GRATE EL. = 13.75
INV. = 8.70 W 18" PIPE
D-7
STA 34+35.11 (22.25 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 14.07
INV. = 8.70 E 18" PIPE
D-2
STA 37+45.00 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.72
INV. = 6.00 N 24" PIPE
INV. = 8.50 E 18" PIPE
INV. = 8.50 W 18" PIPE
INV. = 6.00 S 24" PIPE
D-4
STA 37+45.00 (15.94 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 14.34
INV. = 8.60 W 18" PIPE
D-3
STA 37+45.94 (19.37 LT)
CONST. TYPE 9 CURB INLET
INDEX 425-024
GRATE EL. = 14.46
INV. = 8.60 E 18" PIPE
D-1
STA 40+49.65 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.33
INV. = 9.40 W 18" PIPE
INV. = 7.10 E 18" PIPE
INV. = 7.10 S 24" PIPE
D-15
STA 22+05.47 (7.42 RT)
CONST. 5' DIA. MH
TYPE J INDEX 425-001
CONFLICT STRUCTURE
INDEX 425-080
RIM EL. = 9.10
CONST. = 0.90 S 30" PIPE
INV. = 0.90 N 30" PIPE
INV. = 5.50 NW 18" PIPE
INV. = 3.50 E & W 8" SAN
INW. (EXIST)
D-17
STA 20+25.00 (7.50 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 9.74
INV. = 0.80 S 30" PIPE
INV. = 6.10 W 18" PIPE
INV. = 0.80 N 30" PIPE
D-18
STA 20+25.00 (23.93 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 9.49
INV. = 6.30 E 18" PIPE
D-19
STA 17+08.55 (7.50 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 11.36
INV. = 0.70 E 30" PIPE
INV. = 0.70 N 30" PIPE
D-16
EXISTING INLET
RIM EL. =8.49
INV. = 5.78 N 18" PIPE
(EXIST)
INV. = 5.70 SE 18" PIPE
(CORE & CONNECT TO
EXISTING STRUCTURE
PER FDOT INDEX
430-001)
D-19A
STA 31+10.34 (10.74 RT)
CONST. CONCRETE RECTANGULAR
HEADWALL
INV. = 0.60 W
D-14A
STA 24+37.62 (23.42 LT)
CONST. TYPE E INLET
INDEX 425-052
GRATE EL. = 8.02
INV. = 5.00 E 20" PIPE (EXIST)
INV. = 3.40 N & S 18" PIPE (EXIST)
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
SUMMARY OF DRAINAGE STRUCTURES
2019805 jhiscock
STATE ROAD A1A
D-14
D-13 D-12
D-10
D-9
D-11
D-8
D-7
D-6
D-5
D-2
D-4
D-1
D-20
D-21
D12A
D-15
D-18
D-17D-19
D-3
D-14
6.49 AC
D-13
3.36 AC
D-11
3.99 AC
D-12
2.87 AC
D-9
3.59 AC
D-10
4.11 AC
D-7
6.81 AC
D-8
4.39 AC
D-5
2.71 AC
D-6
1.43 AC
D-3
2.00 AC
D-4
2.60 AC
D-1
14.25 AC
D-2
4.06 AC
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
DRAINAGE BASIN MAP
2019805
200'0 100'
STATE ROAD A1A /
OCEAN DR.
APO
LLO
D R
IVE
D
IAN
A LAN
E
S. JU
N
O
LAN
E
JU
PITER
LAN
E
N
. JU
N O
LAN
E
N O R T H
WATER EL. 1.2'
(03/10/22)
S. LYR
A C
IR
C
LE
N
. LYR
A C
IR
C
LE
LEGEND:
BASIN AREA
HORIZ SCALE
DOUBLE TURBIDITY
BARRIER
jhiscock
END
WALL
PER
FDO
T IN
DEX
-030
IE =
(-)3
.00
(NE)
36"
RCP
D-14
PROP. 18" PIPE
D-13 PROP. 24" PI
PE
PROP. 18" PIPE
D-12
PROP. 2
4" PIPE
D12A
PROP. 30" PIPE
PROP. 18" PIPE
D-15
PROP. 30" PIPE
D-18
PROP. 18" PIPE
D-17PROP. 30" PIPE
D-19
PROP. 30" PIPE
D-13
D-12
PROP. 24" P
IPE
PROP. 24" PIPE
SURVEY PROFILE
PROP. 30" PIPE
D-15
PROP. 30" PIPE
D-17
PROP. 30" PIPE
D-19
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
DRAINAGE MAP - STATE ROAD A1A
2019805
100'0 50'
5'0 2.5'
23+00
22+0021+0020+0019+0018+0017+0016+00 24+00 25+00 26+00 27+00 28+00 29+00
-2
-4
-2
-4
STATE ROAD A1A / OCEAN DR.
APO
LLO
D R
IVE
D
IAN
A LAN
E
S. JU
N
O
LAN
E
JU
PITER
LAN
E
N
. JU
N O
LAN
E
N O R T H
BEGIN PROJECT
STA. 17+40.00
RIPRAP
WATER EL. 1.2'
(03/10/22)
GAZEBO
CELE
STIA
L W
AY
HORIZ SCALE
VERT SCALE
DOUBLE TURBIDITY
BARRIER
REPLACE MH FRAME
AND COVER (SEE
DETAILS)
REPLACE MH FRAME
AND COVER (SEE
DETAILS)
REPLACE MH FRAME
AND COVER (SEE
DETAILS)
jhiscock
D-10
PROP. 24" PIPE
D-8
PROP. 24" PIPE
D-6
PROP. 24" PIPE
D-2
PROP. 24" PIPE
D-1
PROP. 24"
PIPE
STATE ROAD A1A
D-10
D-9
D-11
PROP. 24" PIPE
D-8
PROP. 24" PIPE
D-7
D-6
D-5
PROP. 18" PIPE
PROP. 18" PIPE
PROP. 18" PIPE
PROP. 18" PIPE
PROP. 24" PIPE
D-3
D-2
D-4
PROP. 18" PIPE
PROP. 18" PIPE
PROP. 24" PIPE
D-1
PROP. 18" PIPE
PROP. 18" PIPE D-20
D-21
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
DRAINAGE MAP - STATE ROAD A1A
2019805
N O R T H
36+00
0 0
35+0034+0033+0032+0031+0030+0029+00 37+00 38+00 39+00 40+00 41+00 42+00
N . L
YR
A
C
IR
C
LE
S.
L
YR
A
C
IR
C
LE
STATE ROAD A1A / OCEAN DR.
END PROJECT
STA. 40+49.65
100'0 50'
5'0 2.5'
HORIZ SCALE
VERT SCALE
jhiscock
GENERAL NOTES:
1. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH FLORIDA
STATUTE 556.105 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINE.
2. GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED.
3. BENCHMARK DATUM IS REFERRED TO THE NORTH AMERICAN VERTICAL DATUM 1988.
4. EXISTING SECTION CORNERS, QUARTER SECTION CORNERS, PROPERTY CORNERS, PALM BEACH COUNTY SURVEY CONTROL MONUMENTS AND ALL OTHER PERMANENT MONUMENTS LOCATED WITHIN PROPOSED CONSTRUCTION ARE TO BE REFERENCED PRIOR TO CONSTRUCTION AND RESET AFTER CONSTRUCTION BY A PROFESSIONAL SURVEYOR & MAPPER WITH A MONUMENT BEARING EITHER THE FLORIDA LICENSE NUMBER
OR CERTIFICATE OF AUTHORIZATION NUMBER OF THE PARTY IN RESPONSIBLE CHARGE.
5. UNLESS OTHERWISE SHOWN, ALL EXISTING DRAINAGE STRUCTURES, WITHIN THE LIMITS OF CONSTRUCTION, ARE TO REMAIN.
6. UTILITIES ARE TO BE ADJUSTED BY OTHERS UNLESS OTHERWISE NOTED.
7. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY: THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO THE START DATE OF CONSTRUCTION.
IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE ENGINEER AND NOTIFY THE RESPECTIVE UTILITY OWNERS TO RESOLVE
UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REQUIRED.
8. THE FOLLOWING IS A LIST OF UTILITY AGENCY OWNERS:
AT&T GARTH BEDWARD TEL. 561-540-9263
CROWN CASTLE DANNY HASKETT TEL. 786-246-7827
COMCAST STEVEN ROSA TEL. 561-436-9034
FP&L RONA SOLOMON TEL. 561-541-5376
FPUC IVAN GIBBS TEL. 561-723-3459
TOWN OF JUPITER RODNEY CARROLL TEL. 561-741-2713
LRECD (SEWER) COURTNEY JONES TEL. 561-401-4094
MASTEC DENNIS TORRIJOS TEL. 954-832-7189
MCI DONOVAN CARR TEL. 954-213-1959
PBC ISS KENNETH SCHNEIDER TEL. 561-355-4195
PBC TRAFFIC DANIEL RODRIGUEZ TEL. 561-681-4365
9. UTILITY LOCATIONS MAY ALSO BE DETERMINED BY CALLING SUNSHINE ONE-CALL AT 1-800-432-4770 AND
THE RESPECTIVE UTILITY COMPANY.
10. CONTRACTOR TO COORDINATE WITH THE LISTED UTILITIES
11. STATIONS AND OFFSETS REFER TO THE CENTERLINE OF CONSTRUCTION, UNLESS OTHERWISE NOTED.
12. ALL PIPES AND DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FLORIDA DOT AND PALM BEACH
COUNTY REQUIREMENTS.
13. NO CONSTRUCTION SHALL BE COMMENCED UNTIL ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
SECURED AND THE CONTRACTOR IS ISSUED A NOTICE TO PROCEED.
14. ALL TEMPORARY AND PERMANENT BENCHMARKS ARE TO BE PROTECTED DURING CONSTRUCTION.
15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE
CONTRACTOR IS TO NOTIFY THE COUNTY SURVEYOR.
16. ANY VERTICAL DATUM MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN
DANGER OF DAMAGE, THE PROJECT ENGINEER SHOULD NOTIFY:
GEODETIC INFORMATION CENTER
ATTN: MARK MAINTENANCE SECTION
ATTN: N/CG-162
6001 EXECUTIVE BOULEVARD
ROCKVILLE, MARYLAND 20852
TELEPHONE NO. (301) 443-8319
16. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES AS INDICATED IN FDOT STANDARD INDEXES WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE, LOCAL AND NPDES WATER QUALITY
STANDARDS AND SHALL INSTALL POLLUTION PREVENTION MEASURES AS SHOWN ON THE PLANS.
17. THE CONTRACTOR SHALL PROVIDE A WALKABLE PATHWAY THROUGHOUT THE PROJECT AT ALL TIMES.
18. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE DISPOSED LEGALLY OFF
SITE IN AREAS PROVIDED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.
19. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD
TRANSMISSION LINES AND UNDERGROUND UTILITIES AND ASSUMES RESPONSIBILITY OF ANY DAMAGES OR
PERSONAL INJURY SHOULD AN ACCIDENT OCCUR.
20. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJOINING PROPERTIES AT ALL TIMES AND SCHEDULE WORK TO EXPEDITE DRIVEWAY DRAINAGE STRUCTURE INSTALLATION IN THE VICINITY OF ABUTTING
PROPERTIES.
21. THE CONTRACTOR SHALL FOLLOW REQUIREMENTS OF DEWATERING PERMIT #50-12556-W. CONTRACTOR MAY
MODIFY PERMIT AT CONTRACTOR'S EXPENSE.
22. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DAMAGES OR PERSONAL INJURY DUE TO
ACCIDENT WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSIONS AND/OR UNDERGROUND
UTILITIES.
23. WHEN DISSIMILAR MATERIAL CONNECTIONS ARE MADE, SUCH AS CONCRETE TO METAL, THE METAL MATERIALS SHALL BE SEPARATED BY COATING THE CONTACT SURFACES WITH BITUMASTIC MATERIAL.
24. IN REFERENCE TO THE PROPOSED DRAINAGE STRUCTURES AND PIPES:
A. ALL PIPES TO BE PER FDOT INDEX 430. UNLESS OTHERWISE NOTED.
B. ALL STORM STRUCTURE TOPS SHALL BE ADJUSTED AT THE TIME OF FINAL PAVEMENT. FINAL ADJUSTMENT OF ALL TOPS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE PLAN PRIOR TO IMPLEMENTATION OF FINAL ADJUSTMENTS.
C. THE LENGTHS OF PIPE SHOWN HAVE BEEN DETERMINED BY CALCULATING THE DISTANCE BETWEEN THE
"CENTERLINE" OF THE INLETS AND/OR MANHOLES.
D. ALL DITCH BOTTOM INLETS SHALL HAVE AN EYEBOLT AND CHAIN IN ACCORDANCE WITH FOOT INDEX 425-001.
E. THE CONTRACTOR SHALL VERIFY THE EXISTING INVERT ELEVATIONS AND DIMENSIONS OF ALL EXISTING
DRAINAGE STRUCTURES PRIOR TO FABRICATION OF PROPOSED DRAINAGE STRUCTURES.
F. OFFSETS TO MANHOLES ARE MEASURED FROM THE CENTERLINE OF CONSTRUCTION TO THE CENTERLINE
OF THE STRUCTURE.
G. ALL NEW DRAINAGE STRUCTURES SHALL HAVE 2' SUMP.
25. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH CURRENT FLORIDA DOT STANDARDS AND THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
26. CONTRACTOR TO COORDINATE THE TREE REMOVAL (TO BE DONE BY THE TOWN) BEFORE STARTING
CONSTRUCTION.
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
GENERAL NOTES
2019805 jhiscock
S JUNO LANE
ST
AT
E R
O
AD
A 1A
104 LF - 30" PIPE
INV. = 0.6'
MODIFY AND REPAIR
RETAINING WALL AND ROCK
RIPRAP.
REPAIR SIDEWALK
REPAIR
SIDEWALK
EXISTING "TOWN OF JUNO BEACH"
MONUMENT SIGN. CONTRACTOR TO CONFIRM
LOCATION OF ELECTRICAL CONDUITS
DOUBLE TURBIDITY
BARRIER
CONCRETE ENDWALL PER
FDOT INDEX 250. MATCH
TOP EL. WITH EXISTING
ENDWALL
D-19A
12 13 14 15
LEGEND:
EXISTING TELEPHONE
EXISTING WATER MAIN
EXISTING ELECTRICAL
EXISTING SANITARY SEWER
OPEN CUT PAVEMENT
TRENCH REPAIR
(SEE DETAIL ON SHEET 20)
PROPOSED SWALE
(SEE DETAIL ON SHEET 21)
STORM PIPE TO BE REMOVED
REPLACE CONCRETE SIDEWALK
PER FDOT INDEX 522-001
PROPOSED 1.5" MILL AND
SP 12.5 OVERLAY
NOTE:
CONTRACTOR SHALL FIELD
VERIFY DEPTH & LOCATION
OF ALL EXISTING UTILITIES
PRIOR TO DIGGING.
*APPROXIMATE ELEVATION
BASED ON 36" OF COVER
SURVEY
PROFILE
D-19
RIM EL. = 11.36
5' DIA. MH
TYPE J-8 INDEX 425-001
NW INV. = 0.60SE INV. = 0.70
N INV. = 0.70
104 LF - 30" PIPE
1.
5'
D-19
STA 17+08.55 (7.50 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 11.36
INV. = 0.70 E 30" PIPE
INV. = 0.70 N 30" PIPE
D-19A
STA 31+10.34 (10.74 RT)
CONST. CONCRETE RECTANGULAR
HEADWALL
INV. = 0.60 W
N O
R T
H
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
40'0 20'
4'0 2'
31+00 KEY MAP
F
IN
A L
NOVEMBER 2025
STORMWATER OUTFALL
PLAN AND PROFILE
2019805
30+00
-2 -2
-4 -4 31+80
316 LF - 30" PIPE
HORIZ SCALE
VERT SCALE
jhiscock
SURVEY PROFILE
8" SAN
SAN MH
RIM = 10.15
N INV. = 4.21
S INV. = 4.36
W INV. = 4.32
8" SAN
SAN MH
RIM = 11.13
N INV. = 5.31 (AS-BUILT)
D-19
RIM EL. = 11.36
5' DIA. MH
TYPE J-8 INDEX 425-001
N INV. = 0.70
SE INV. = 0.70
316 LF - 30" PIPE
D-17
RIM EL. = 9.74
5' DIA. MH
TYPE J-8 INDEX 425-001
S INV. = 0.80
N INV. = 0.80
W INV. = 6.10
180 LF - 30" PIPE
S INV. = 5.32
(AS-BUILT)
W INV. = 5.34
(AS-BUILT)
JU
PI
TE
R
L
AN
E
S
JU
N O
L
AN
E
STATE ROAD A1A
LF
P
IP
E 316 LF - 30" PIPE
D-18
180 LF - 30" PIPE
31 LF - 18" PIPE
REGRADE SWALE
D-17
9.25
9.37
D-19A
12 13 14 15
LEGEND:
EXISTING TELEPHONE
EXISTING WATER MAIN
EXISTING ELECTRICAL
EXISTING SANITARY SEWER
OPEN CUT PAVEMENT
TRENCH REPAIR
(SEE DETAIL ON SHEET 20)
PROPOSED SWALE
(SEE DETAIL ON SHEET 21)
STORM PIPE TO BE REMOVED
REPLACE CONCRETE SIDEWALK
PER FDOT INDEX 522-001
PROPOSED 1.5" MILL AND
SP 12.5 OVERLAY
*APPROXIMATE ELEVATION
BASED ON 36" OF COVER
D-19
STA 17+08.55 (7.50 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 11.36
INV. = 0.70 E 30" PIPE
INV. = 0.70 N 30" PIPE
D-18
STA 20+25.00 (23.93 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 9.49
INV. = 6.30 E 18" PIPE
D-17
STA 20+25.00 (7.50 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 9.74
INV. = 0.80 S 30" PIPE
INV. = 6.10 W 18" PIPE
INV. = 0.80 N 30" PIPE
NOTE:
CONTRACTOR SHALL FIELD
VERIFY DEPTH & LOCATION
OF ALL EXISTING UTILITIES
PRIOR TO DIGGING.
N O R T H
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
4'0 2'
17+00 19+00 KEY MAP
F
IN
A L
NOVEMBER 2025
STATE ROAD A1A
PLAN AND PROFILE
STA. 16+20 TO STA. 21+40
2019805
18+00
-2 -2
-4 -4 20+00 21+00
D-19
CAUTION
18" STM CROSSES OVER 8" SAN
18" STM BOP EL = 6.04±
8" SAN TOP EL = 4.96±
CLEARANCE = 1.08 FEET
VERT SCALE
40'0 20'
HORIZ SCALE
SEE SHEET 21 FOR SWALE SECTIONS
CAUTION
30" STM CROSSES UNDER 2" FIBER OPTIC
2" FIBER BOP EL = 6.57±
30" STM TOP EL = 3.57±
CLEARANCE = 3.00 FEET
jhiscock
N
J U
N O
L
AN
E
D
IA
N A
LA
N
E
D-14
13 LF - 18" PIPE
D-13
208 LF - 24
" PIPE
233 LF - 30" PIPE
9 10
180 LF - 30" PIPE
36 LF - 18" RCP
D-155
4 B
B
A
A
CLEAN& DESILT
PIPE
8.27
8.20
D-16
D-14A
(REMOVE)
CORE &
CONNECT TO
EXISTING INLET
CLEAN & DESILT EXISTING PIPES
CONTRACTOR SHALL VERIFY LOCATIONS AND INVERT ELEVATIONS
OF EXISTING CULVERTS PRIOR TO SHOP DRAWING SUBMITTAL
12 13 14 15
LEGEND:
EXISTING TELEPHONE
EXISTING WATER MAIN
EXISTING ELECTRICAL
EXISTING SANITARY SEWER
OPEN CUT PAVEMENT
TRENCH REPAIR
(SEE DETAIL ON SHEET 20)
PROPOSED SWALE
(SEE DETAIL ON SHEET 21)
STORM PIPE TO BE REMOVED
REPLACE CONCRETE SIDEWALK
PER FDOT INDEX 522-001
PROPOSED 1.5" MILL AND
SP 12.5 OVERLAY
D-13
STA 24+37.87 (7.61 RT)
CONST. 5' DIA. MH (DOGHOUSE)
TYPE J INDEX 425-001,
425-010, 425-080
RIM EL. = 8.87
INV. = 1.00 N 24" PIPE
INV. = 3.40 E 18" PIPE
INV. = 1.00 S 30" PIPE
INV. = 5.02 W 20" PIPE (EXIST)
CONTRACTOR TO FIELD CONFIRM
EXISTING INVERT ELEVATION
PRIOR TO SHOP DRAWING
SUBMITTAL
D-14
STA 24+37.89 (20.11 RT)
CONST. TYPE E INLET
INDEX 425-052
GRATE EL. = 7.88
INV. = 3.50 W 18" PIPE
INV. = 5.02 E 20" PIPE (EXIST)
SAN MH
RIM = 8.91
N INV. = 1.00
N INV. = 3.98
SURVEY PROFILE
E INV. = 3.97
D-13
RIM EL. = 8.87
5' DIA. MH (DOGHOUSE)
TYPE J-8 INDEX 425-001,
425-010, 425-080
208 LF - 24" PIPE
E INV. = 3.40
W = INV. 5.02
6" WM
TOP EL=6.17±*
4" GAS
TOP EL=5.75±*
TELE
TOP EL=6.20±*
SAN MH
RIM = 8.67
S INV. = 4.07 (AS-BUILT)
8" SAN
SAN MH
RIM = 9.28 CATV
TOP EL=5.84±*
S INV. = 3.58
(AS-BUILT)
D-15
RIM EL. = 9.10
5' DIA. MH
TYPE J-8 INDEX 425-001
CONFLICT STRUCTURE
INDEX 425-080
180 LF - 30" PIPE 233 LF - 30" PIPE
NW INV. = 5.50
N INV. = 0.90
S INV. = 0.90
S INV. = 1.00
8" SAN
N & W INV. = 3.56
(AS-BUILT)
E INV. = 3.46 (AS-BUILT)
W INV. = 4.23 (AS-BUILT)
NOTE:
CONTRACTOR SHALL FIELD
VERIFY DEPTH & LOCATION
OF ALL EXISTING UTILITIES
PRIOR TO DIGGING.
D-21
D-15
STA 22+05.47 (7.42 RT)
CONST. 5' DIA. MH
TYPE J INDEX 425-001
CONFLICT STRUCTURE
INDEX 425-080
RIM EL. = 9.10
INV. = 0.90 S 30" PIPE
INV. = 0.90 N 30" PIPE
INV. = 5.50 WW 18" PIPE
INV. = 3.50 E & W 8" SAN (EXST)
D-14A
STA 24+37.62 (23.42 LT)
CONST. TYPE E INLET
INDEX 425-052
GRATE EL. = 8.02
INV. = 5.00 E 20" PIPE (EXIST)
INV. = 3.40 N & S 18" PIPE (EXIST)
*APPROXIMATE ELEVATION
BASED ON 36" OF COVER
D-16
EXISTING INLET
RIM EL. =8.49
INV. = 5.78 N 18" PIPE (EXIST)
INV. = 5.70 E 18" PIPE
(CORE & CONNECT TO EXISTING
STRUCTURE PER FDOT INDEX
430-001)
N O R T H
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
22+00
23+00 25+00 KEY MAP
F
IN
A L
NOVEMBER 2025
STATE ROAD A1A
PLAN AND PROFILE
STA. 21+40 TO STA. 25+40
2019805
24+00
-2 -2
-4 -4
CAUTION (SEE NOTE 1)
24" STM CROSSES UNDER 8" SAN
8" SAN BOP EL = 3.89±
24" STM TOP EL = 3.45±
CLEARANCE = 6 INCHES
6 CAUTION
24" STM CROSSES UNDER TELE
TELE BOP EL = 6.03±*
24" STM TOP EL = 3.50±
CLEARANCE = 2.53 FEET
7 CAUTION
30" STM CROSSES UNDER 4" GAS
4" GAS BOP EL = 6.24±*
30" STM TOP EL = 3.77±
CLEARANCE = 2.47 FEET
8 CAUTION
30" STM CROSSES UNDER CATV
CATV BOP EL = 5.67±*
30" STM TOP EL = 3.73±
CLEARANCE = 1.94 FEET
CAUTION
30" STM CROSSES UNDER 6" WM
6" WM BOP EL = 5.51±*
30" STM TOP EL = 3.74±
CLEARANCE = 1.77 FEET
CONFLICT
30" STM CROSSES 8" SAN
8" SAN BOP EL = 3.40±
30" STM TOP EL = 3.65±
CLEARANCE = N/A (CONFLICT STRUCTURE)
5CAUTION
18" STM CROSSES OVER 8" SAN
18" STM BOP EL = 5.55±
8" SAN TOP EL = 4.30±
CLEARANCE = 1.25 FEET
SEE SHEET 21 FOR SWALE SECTIONS
4'0 2'
VERT SCALE
40'0 20'
HORIZ SCALE
NOTE 1:
SUPPORT SEWER MAIN DURING
CONSTRUCTION
jhiscock
AP
O
LL
O
D R
IV
E
STATE ROAD A1A
N
EP
TU
N
E R
O
AD
208 LF - 24" PIPE
208 LF - 24" PIPE
D12A
29 LF - 18" PIPE
D-12
327 LF - 24" PIPE
D-9
12 LF - 18" PIPE
D-10
28 LF - 18" PIPE
D-11
163 LF - 24" PIPE
EXIST. 18"
CONC. PIPE
C
C
12.06
12.00
CLEAN & DESILT
12 13 14 15
LEGEND:
EXISTING TELEPHONE
EXISTING WATER MAIN
EXISTING ELECTRICAL
EXISTING SANITARY SEWER
OPEN CUT PAVEMENT
TRENCH REPAIR
(SEE DETAIL ON SHEET 20)
PROPOSED SWALE
(SEE DETAIL ON SHEET 21)
STORM PIPE TO BE REMOVED
REPLACE CONCRETE SIDEWALK
PER FDOT INDEX 522-001
PROPOSED 1.5" MILL AND
SP 12.5 OVERLAY
D-10
STA 29+72.49 (5.96 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001
RIM EL. = 12.68
INV. = 4.80 N 24" PIPE
INV. = 6.70 W 18" PIPE
INV. = 6.10 E 18" PIPE
INV. = 3.90 S 24" PIPE
D-11
STA 29+72.54 (22.19 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 12.20
INV. = 6.80 E 18" PIPE
D-9
STA 29+72.46 (17.98 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 12.20
INV. = 6.20 W 18" PIPE
D-12
STA 26+45.91 (5.98 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 10.18
INV. = 3.00 N 24" PIPE
INV. = 2.20 W 18" PIPE
INV. = 2.10 S 24" PIPE
NOTE:
CONTRACTOR SHALL FIELD
VERIFY DEPTH & LOCATION
OF ALL EXISTING UTILITIES
PRIOR TO DIGGING.
*APPROXIMATE ELEVATION
BASED ON 36" OF COVER
208 LF - 24" PIPE
D-12
RIM EL. = 10.18
5' DIA. MH
TYPE J-8 INDEX 425-001
327 LF - 24" PIPE
D-10
RIM EL. = 12.68
4' DIA. MH
TYPE P-8 INDEX 425-001
163 LF - 24" PIPE
SAN MH
RIM = 9.64
S INV. = 2.10
SURVEY PROFILE
N INV. = 5.22
W INV. = 5.14
S INV. = 5.17
N INV. = 3.00
SW INV. = 2.20
S INV. = 3.90
N INV. = 4.80
E INV. = 6.10
W INV. = 6.708" SAN
8" SAN
SAN MH
RIM = 11.46
S INV. = 6.16
W INV. = 6.18
6" WM
TOP EL=7.64±
ELEC
TOP EL=7.90±*
6" WM
TOP EL=8.16±
6" WM
TOP EL=9.07±*
4" GAS
TOP EL=9.90±*
D-12A
EXISTING INLET
GRATE EL. = 9.12
INV. = 3.99 S 18" PIPE (EXIST)
INV. = 3.99 E 18" PIPE
(CORE & CONNECT TO EXISTING
STRUCTURE PER FDOT INDEX
430-001)
N O R T H
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
26+00 27+00
28+00 30+00 KEY MAP
F
IN
A L
NOVEMBER 2025
STATE ROAD A1A
PLAN AND PROFILE
STA. 25+40 TO STA. 30+00
2019805
29+00
-2 -2
CAUTION (SEE NOTE 1)
18" STM CROSSES UNDER 8" SAN
8" SAN BOP EL = 5.51±
18" STM TOP EL = 4.85±
CLEARANCE = 6 INCHES
1 CAUTION
24" STM CROSSES UNDER 6" WM
6" WM BOP EL = 7.14±
24" STM TOP EL = 5.43±
CLEARANCE = 1.71 FEET
2 CAUTION
24" STM CROSSES UNDER ELEC
ELEC BOP EL = 7.15
24" STM TOP EL = 5.49
CLEARANCE = 1.66 FT
CAUTION
24" STM CROSSES UNDER 6" WM
6" WM BOP EL = 9.66±
24" STM TOP EL = 5.78±
CLEARANCE = 3.88 FEET
4 CAUTION
24" STM CROSSES UNDER 6" WM
6" WM BOP EL = 7.68±*
24" STM TOP EL = 7.07±
CLEARANCE = 0.61 FEET
SEE SHEET 21 FOR SWALE SECTIONS
4'0 2'
VERT SCALE
40'0 20'
HORIZ SCALE
NOTE 1:
SUPPORT SEWER
MAIN DURING
CONSTRUCTION
jhiscock
S
LY
R A
C
IR
C
LE
STATE ROAD A1A
M
AR
S W
AY
163 LF - 24" PIPE D-8 300 LF - 24" PIPE
310 LF - 24" PIPE
D-5
10 LF - 18" PIPE
D-6
28 LF - 18" PIPE
D-7
4 6
8 5
D
D
12 13 14 15
LEGEND:
EXISTING TELEPHONE
EXISTING WATER MAIN
EXISTING ELECTRICAL
EXISTING SANITARY SEWER
OPEN CUT PAVEMENT
TRENCH REPAIR
(SEE DETAIL ON SHEET 20)
PROPOSED SWALE
(SEE DETAIL ON SHEET 21)
STORM PIPE TO BE REMOVED
REPLACE CONCRETE SIDEWALK
PER FDOT INDEX 522-001
PROPOSED 1.5" MILL AND
SP 12.5 OVERLAY
D-8
STA 31+35.02 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001
RIM EL. = 13.77
INV. = 5.00 N 24" PIPE
INV. = 5.00 S 24" PIPE
D-6
STA 34+34.98 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.40
INV. = 5.80 N 24" PIPE
INV. = 8.60 W 18" PIPE
INV. = 8.60 E 18" PIPE
INV. = 5.80 S 24" PIPE
D-5
STA 34+34.94 (15.99 RT)
CONST. TYPE C INLET
INDEX 425-052
GRATE EL. = 13.75
INV. = 8.70 W 18" PIPE
NOTE:
CONTRACTOR SHALL FIELD
VERIFY DEPTH & LOCATION
OF ALL EXISTING UTILITIES
PRIOR TO DIGGING.
*APPROXIMATE ELEVATION
BASED ON 36" OF COVER
D-7
STA 34+35.11 (22.25 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 14.07
INV. = 8.70 E 18" PIPE
163 LF - 24" PIPE
SAN MH
RIM = 12.87
N INV. = 5.00
N INV. = 9.79
SURVEY PROFILE
E INV. = 9.88
W INV. = 10.06
8" SAN
163 LF - 24" PIPE
D-8
RIM EL. = 13.77
4' DIA. MH
TYPE P-8 INDEX 425-001
300 LF - 24" PIPE
D-6
RIM EL. = 14.40
4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
310 LF - 24" PIPE
S INV. = 5.00
S INV. = 5.80
N INV. = 5.80
W INV. = 8.60
E INV. = 8.60
ELEC
TOP EL.=11.60±*
6" WM
TOP EL.=11.31±
(2) 1.5" F.O. CONDUITS
TOP EL.=10.30±*
8" FM
TOP EL.=10.20±*
10" SAN
SAN MH
RIM = 13.39
S INV. = 7.79
N INV. = 7.72
W INV. = 7.75
E INV. = 10.07
4" SAN LAT
TOP EL.=9.92±*
4" GAS
TOP EL.=11.50±*
N O R T H
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
30+00 31+00
32+00 34+00 KEY MAP
F
IN
A L
NOVEMBER 2025
STATE ROAD A1A
PLAN AND PROFILE
STA. 30+00 TO STA. 34+60
2019805
33+00
18 18
CAUTION
24" STM CROSSES UNDER 8" SAN
8" SAN BOP EL = 10.06±
24" STM TOP EL = 7.10±
CLEARANCE = 2.96 FEET
1 CAUTION
24" STM CROSSES UNDER 8" FM
8" FM BOP EL = 9.47±*
24" STM TOP EL = 7.11±
CLEARANCE = 2.36 FEET
CAUTION (TO BE RELOCATED)
24" STM CROSSES UNDER (2) 1.5" F.O.
(2) 1.5" F.O. BOP EL = 10.13±*
24" STM TOP EL = 7.12±
CLEARANCE = 3.01 FEET
3 CAUTION
24" STM CROSSES UNDER 6" WM
6" WM BOP EL = 10.81±
24" STM TOP EL = 7.41±
CLEARANCE = 3.40 FEET
4 CAUTION (SEE NOTE 1)
24" STM CROSSES UNDER 10" SAN
10" SAN BOP EL = 8.11±
24" STM TOP EL = 7.57±
CLEARANCE = 6 INCHES
CAUTION
24" STM CROSSES UNDER ELEC
ELEC BOP EL = 9.68±*
24" STM TOP EL = 7.86±
CLEARANCE = 1.82 FEET
CONFLICT (TO BE RELOCATED -
SEE NOTE 2)
18" STM CROSSES UNDER 4" PE GAS MAIN
4" PE GAS MAIN BOP EL = 11.67±*
18" STM TOP EL = 10.31±
CLEARANCE = 1.36 FEET
CAUTION
24" STM CROSSES UNDER 4" SAN LAT
4" SAN LAT BOP EL = 9.59±*
18" STM TOP EL = 7.21±
CLEARANCE = 2.38 FEET
SEE SHEET 21 FOR SWALE SECTIONS
4'0 2'
VERT SCALE
40'0 20'
HORIZ SCALE
NOTE 1:
SUPPORT SEWER MAIN
DURING CONSTRUCTIONNOTE 2:
CONTRACTOR IS TO
COORDINATE WITH FPU
jhiscock
N L
YR
A
C
IR
C
LE
STATE ROAD A1A
310 LF - 24" PIPE
305 LF - 24" PIPE
D-4
10 LF - 18" PIPE
D-2
25 LF - 18" PIPE
D-3
1 2 3 5
CONTRACTOR TO FIELD LOCATE
GAS & F.O. PRIOR TO SUBMITTAL
OF D-4, SHOP DRAWING STRUCTURE
6 E
E
D
D
TYPE-F CURB PER
FDOT INDEX 520-001
12 13 14 15
LEGEND:
EXISTING TELEPHONE
EXISTING WATER MAIN
EXISTING ELECTRICAL
EXISTING SANITARY SEWER
OPEN CUT PAVEMENT
TRENCH REPAIR
(SEE DETAIL ON SHEET 20)
PROPOSED SWALE
(SEE DETAIL ON SHEET 21)
STORM PIPE TO BE REMOVED
REPLACE CONCRETE SIDEWALK
PER FDOT INDEX 522-001
PROPOSED 1.5" MILL AND
SP 12.5 OVERLAY
D-2
STA 37+45.00 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.72
INV. = 6.00 N 24" PIPE
INV. = 8.50 E 18" PIPE
INV. = 8.50 W 18" PIPE
INV. = 6.00 S 24" PIPE
D-3
STA 37+45.94 (19.37 LT)
CONST. TYPE 9 CURB INLET
INDEX 425-024
GRATE EL. = 14.46
INV. = 8.60 E 18" PIPE
NOTE:
CONTRACTOR SHALL FIELD
VERIFY DEPTH & LOCATION
OF ALL EXISTING UTILITIES
PRIOR TO DIGGING.
*APPROXIMATE ELEVATION
BASED ON 36" OF COVER
D-4
STA 37+45.00 (15.94 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 14.34
INV. = 8.60 W 18" PIPE
310 LF - 24" PIPE
SAN MH
RIM = 13.82
NW INV. = 8.67
SURVEY PROFILE
S INV. = 6.00
10" SAN
10" SAN
10" SAN
N INV. = 7.83
E INV. = 7.69
S INV.
= 8.33
S INV.
= 8.60
N INV. = 8.73
E INV. = 9.46
W INV. = 8.88
310 LF - 24" PIPE
D-2
RIM EL. = 14.72
4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
305 LF - 24" PIPE
N INV. = 6.00
E & W INV. = 8.50
SAN MH
RIM = 13.68
6" WM
TOP EL.=9.94±
ELEC
TOP EL.=11.60±*
4" GAS
TOP EL.=11.60±*
N O R T H
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
35+00 36+00
37+00 39+00 KEY MAP
F
IN
A L
NOVEMBER 2025
STATE ROAD A1A
PLAN AND PROFILE
STA. 34+60 TO 39+00
2019805
38+00
18 18
4'0 2'
CAUTION (SEE NOTE 1)
24" STM CROSSES UNDER 8" SAN
8" SAN BOP EL = 8.67±
24" STM TOP EL = 8.09±
CLEARANCE = 6 INCHES
1 CAUTION
24" STM CROSSES UNDER ELEC
ELEC BOP EL = 10.76*±
24" STM TOP EL = 8.10±
CLEARANCE = 2.66 FEET
2 CAUTION
24" STM CROSSES UNDER 6" WM
6" WM BOP EL = 9.38±
24" STM TOP EL = 8.15±
CLEARANCE = 1.23 FEET
3 CONFLICT (TO BE RELOCATED
- SEE NOTE 2)
18" STM CROSSES UNDER 4" GAS
4" GAS BOP EL = 9.17±
18" STM TOP EL = 10.31±
CLEARANCE = IN CONFLICT
CAUTION (SEE NOTE 1)
24" STM CROSSES UNDER 6" SAN
6" SAN BOP EL = 8.88±
24" STM TOP EL = 8.44±
CLEARANCE = 6 INCHES
CAUTION
24" STM CROSSES UNDER GAS
GAS BOP EL = 10.37±
24" STM TOP EL = 8.10±
CLEARANCE = 2.27 FEET
SEE SHEET 21 FOR SWALE SECTIONS
VERT SCALE
40'0 20'
HORIZ SCALE
NOTE 1:
SUPPORT SEWER MAIN DURING CONSTRUCTION
NOTE 2:
CONTRACTOR IS TO COORDINATE WITH FPU
jhiscock
(REMOVE)
(MODIFY &
CLEAN)
D-20
25 LF - 18" PIPE
D-1
17 LF - 18" PIPE
305 LF - 24" PIPE
EXIST. 12" CONC. PIPE
(CLEAN & DESILT PIPE)
D-21
1 1
TYPE-F CURB PER
FDOT INDEX 520-001
12 13 14 15
LEGEND:
EXISTING TELEPHONE
EXISTING WATER MAIN
EXISTING ELECTRICAL
EXISTING SANITARY SEWER
OPEN CUT PAVEMENT
TRENCH REPAIR
(SEE DETAIL ON SHEET 20)
PROPOSED SWALE
(SEE DETAIL ON SHEET 21)
STORM PIPE TO BE REMOVED
REPLACE CONCRETE SIDEWALK
PER FDOT INDEX 522-001
PROPOSED 1.5" MILL AND
SP 12.5 OVERLAY
D-1
STA 40+49.65 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.33
INV. = 9.40 W 18" PIPE
INV. = 7.10 E 18" PIPE
INV. = 7.10 S 24" PIPE
D-21
STA 40+49.71 (23.45 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
RIM EL. = 13.65
INV. = 7.30 W 18" PIPE
INV. = 10.65 N 12" PIPE (CONNECT
EXISTING PIPE TO NEW STRUCTURE)
NOTE:
CONTRACTOR SHALL FIELD
VERIFY DEPTH & LOCATION
OF ALL EXISTING UTILITIES
PRIOR TO DIGGING.
*APPROXIMATE ELEVATION
BASED ON 36" OF COVER
SAN MH
RIM = 14.39
SURVEY PROFILE
S INV. = 7.10
N INV. = 9.78
10" SAN 8" SAN
S INV. = 9.78
W INV. = 9.87
E INV. = 10.48
305 LF - 24" PIPE
D-1
RIM EL. = 14.33
4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
E INV. = 7.10
W INV. = 9.40
6" WM
TOP=11.18
(4) 1.5" F.O.
TOP EL=10.76±*
4" GAS
TOP EL=10.76±*
6" SAN LAT
TOP EL=10.52±*
10" SAN
D-20
EXISTING INLET
GRATE EL. = 14.02
INV. = 9.50 E 18" PIPE
(CORE & CONNECT TO
EXISTING STRUCTURE PER
FDOT INDEX 430-001)
N O R T H
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
39+00 40+00
41+00 43+00 KEY MAP
F
IN
A L
NOVEMBER 2025
STATE ROAD A1A
PLAN AND PROFILE
STA. 39+00 TO STA. 42+60
2019805
42+00
18 18
CAUTION
24" STM CROSSES UNDER 6" WM
6" WM BOP EL = 10.10±
24" STM TOP EL = 8.96±
CLEARANCE = 1.14 FEET
CAUTION
18" STM CROSSES UNDER 4" GAS
4" GAS BOP EL = 11.41±*
18" STM TOP EL = 8.89±
CLEARANCE = 2.52 FEET
CAUTION (SEE NOTE 1)
18" STM CROSSES UNDER 10" SAN
10" SAN BOP EL = 9.40±
18" STM TOP EL = 8.97±
CLEARANCE = 6 INCHES
CAUTION
24" STM CROSSES UNDER 6" SAN LAT
6" SAN LAT BOP EL = 10.02±*
24" STM TOP EL = 9.29±
CLEARANCE = 8 INCHES
SEE SHEET 21 FOR SWALE SECTIONS
4'0 2'
VERT SCALE
40'0 20'
HORIZ SCALE
NOTE 1:
SUPPORT SEWER MAIN DURING CONSTRUCTION
jhiscock
INSTALL 36 LF - 18" PIPE
D-15
STA 22+05.47 (7.42 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
CONFLICT STRUCTURE
INDEX 425-080
RIM EL. = 9.10
INV. = 0.90 S 30" PIPE
INV. = 5.50 NW 18" PIPE
INV. = 0.90 N 30" PIPE
EXIST. CTAV
EXIST. 8" WM
EXIST. 8" SAN
D-13
FROM
D-17
TO
D-18
STA 20+25.00 (23.93 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 9.49
INV. = 6.30 E 18" PIPE
D-17
STA 20+25.00 (7.50 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 9.74
INV. = 0.80 S 30" PIPE
INV. = 6.10 W 18" PIPE
INV. = 0.80 N 30" PIPE
INSTALL 31 LF - 18" PIPE
D-15
FROM
D-19
TO
EXIST. CTAV
EXIST. 8" WM
EXIST. 8" SAN
MATCH EXISTING
GRADE
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
DRAINAGE STRUCURES
2019805
1" = 20' Horizontal 1" = 4' Vertical
0 40
STA. 20+25.00
EXISTING ROW
-2
20 60 80 100
-2
STA. 22+05.47
EXISTING ROW
-2
-2
SURVEY
jhiscock
D-14
STA 24+37.89 (20.11 RT)
CONST. TYPE E INLET
INDEX 425-052
GRATE EL. = 7.88
INV. = 3.50 W 18" PIPE
INV. = 5.02 E 20" PIPE (EXIST.)
D-13
STA 24+37.87 (7.61 RT)
CONST. 5' DIA. MH (DOGHOUSE)
TYPE J-8 INDEX 425-001,
425-010, 425-080
RIM EL. = 8.87
INV. = 1.00 N 24" PIPE
INV. = 5.02 W 21" PIPE
INV. = 1.00 S 30" PIPE
INV. = 3.40 E 18" PIPE
EXIST. STORM INLET
GRATE EL. = 7.83
INV. = 5.02 E 21" PIPE
EXIST. 21" PIPE EXIST.
20" PIPE
EXIST. 8" WM
D-12
FROM
D-15
TO
EXIST. CATV
EXIST. 4" GAS
INSTALL 13 LF - 18" PIPE
D12A
EXISTING INLET
GRATE EL. = 9.12
INV. = 3.99 S 18" PIPE (EXIST.)
INV. = 3.99 E 18" PIPE
(CORE & CONNECT TO EXIST.
STRUCTURE PER FODT INDEX
430-001)
INSTALL 29 LF - 18" PIPE
D-12
STA 26+45.91 (5.98 RT)
CONST. 5' DIA. MH
TYPE J-8 INDEX 425-001
RIM EL. = 10.18
INV. = 3.00 N 24" PIPE
INV. = 2.20 W 18" PIPE
INV. = 2.10 S 24" PIPE
EXIST. 8" WM
EXIST. CATV
EXIST. TEL
EXIST.
8" SAN
D-10
FROM
D-13
TO
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
DRAINAGE STRUCTURES
2019805
EXISTING ROW
-2
SURVEY
1" = 20' Horizontal 1" = 4' Vertical
0 40
STA. 24+37.87
EXISTING ROW
-2
20 60 80 100
STA. 26+45.91
jhiscock
D-11
STA 29+72.54 (22.19 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 12.20
INV. = 6.80 E 18" PIPE
INSTALL 28 LF - 18" PIPE
D-10
STA 29+72.49 (5.96 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001
RIM EL. = 12.68
INV. = 4.80 N 24" PIPE
INV. = 6.70 W 18" PIPE
INV. = 6.10 E 18" PIPE
INV. = 3.90 S 24" PIPE
D-9
STA 29+72.46 (17.98 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 12.20
INV. = 6.20 W 18" PIPE
INSTALL 12 LF - 18" PIPE
EXIST. 8" WM
EXIST. CATV
EXIST. TEL
D-8
FROM
D-12
TO
EXIST. 4" GAS
D-7
STA 34+35.11 (22.25 LT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 14.07
INV. = 8.70 E 18" PIPE
INSTALL 28 LF - 18" PIPE
D-6
STA 34+34.98 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.40
INV. = 5.80 N 24" PIPE
INV. = 8.60 W 18" PIPE
INV. = 8.60 E 18" PIPE
INV. = 5.80 S 24" PIPE
INSTALL 10 LF - 18" PIP
E
D-5
STA 34+34.94 (15.99 RT)
CONST. TYPE C INLET
INDEX 425-052
GRATE EL. = 13.75
INV. = 8.70 W 18" PIPE
EXIST. 8" WM
EXIST. CATV
EXIST. TEL
EXIST. 4" GAS
D-2
FROM
D-8
TO
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
DRAINAGE STRUCTURES
2019805
EXISTING ROW
SURVEY
1" = 20' Horizontal 1" = 4' Vertical
0 40
STA. 29+72.49
EXISTING ROW
20 60 80 100
STA. 34+34.98
jhiscock
D-3
STA 37+45.94 (19.37 LT)
CONST. TYPE 9 CURB INLET
INDEX 425-024
GRATE EL. = 14.46
INV. = 8.60 E 18" PIPE
INSTALL 25 LF - 18" PIPE
D-2
STA 37+45.00 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.72
INV. = 6.00 N 24" PIPE
INV. = 8.50 E 18" PIPE
INV. = 8.50 W 18" PIPE
INV. = 6.00 S 24" PIPE
D-4
STA 37+45.00 (15.94 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 14.34
INV. = 8.60 W 18" PIPE
INSTALL 10 LF - 18" PIP
E
EXIST. 8" WM
EXIST. CATV
EXIST. TEL
EXIST. 4" GAS
EXIST. F.O.
EXIST. 8" SAN
D-1
FROM
D-6
TO
MATCH EXISTING
GRADE
EXIST. 8" WM
EXIST. CATV
EXIST. TEL
EXIST. 4" GAS
D-20
STA 40+49.56 (18.83 LT)
EXISTING INLET
GRATE EL. = 14.02
INV. = 9.50 E 18" PIPE
INSTALL 25 LF - 18" PIPE
D-1
STA 40+49.65 (6.00 RT)
CONST. 4' DIA. MH
TYPE P-8 INDEX 425-001,
425-010
RIM EL. = 14.33
INV. = 9.40 W 18" PIPE
INV. = 7.10 E 18" PIPE
INV. = 7.10 S 24" PIPE
INSTALL 17 LF - 18"
PIPE
D-21
STA 40+49.71 (23.45 RT)
CONST. TYPE C RAISED INLET
INDEX 425-052
GRATE EL. = 13.65
INV. = 7.30 W 18" PIPE
INV. = 10.65 N 12" PIPE
EXIST. F.O.
EXIST. 8" SAN
D-2
TO
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
DRAINAGE STRUCTURES
2019805
EXISTING ROW
SURVEY
1" = 20' Horizontal 1" = 4' Vertical
0 40
STA. 37+45.00
EXISTING ROW
20 60 80 100
STA. 40+49.65
jhiscock
NOTES:
TYPE I
FLOATING TURBIDITY BARRIERS
TYPE II
LEGEND
NOTE:
STAKED TURBIDITY BARRIER
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
STANDARD DETAILS 1
2019805 jhiscock www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
STANDARD DETAILS 2
2019805 jhiscock www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
STANDARD DETAILS 3
2019805 jhiscock
B-2 / EX-2
B-1 / EX-1
ST
A
TE
R
O A
D A
1A
U S
- 1
CELESTIAL W
AY
477 S. Rosemary Avenue, Suite 330, West Palm Beach, Florida 33401 Phone: 561-655-6175 Fax: 561-655-6179 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
BORING LOCATION PLAN
2019805
N O
R T
H
NOT TO SCALE
LEGEND
SPT BORING LOCATION & NUMBERING
www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
BORING PROFILES
2019805 www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
TOPOGRAPHIC SURVEY
2019805
DENNIS J. LEAVY & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
460 BUSINESS PARK WAY, SUITE B, ROYAL PALM BEACH, FL 33411
PHONE: (561) 753-0650 EMAIL: SURVEY@DJLASURVEY.NET
SURVEY PREPARED BY:
www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
TOPOGRAPHIC SURVEY
2019805
DENNIS J. LEAVY & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
460 BUSINESS PARK WAY, SUITE B, ROYAL PALM BEACH, FL 33411
www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
TOPOGRAPHIC SURVEY
2019805
DENNIS J. LEAVY & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
460 BUSINESS PARK WAY, SUITE B, ROYAL PALM BEACH, FL 33411
www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
TOPOGRAPHIC SURVEY
2019805
DENNIS J. LEAVY & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
460 BUSINESS PARK WAY, SUITE B, ROYAL PALM BEACH, FL 33411
www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
TOPOGRAPHIC SURVEY
2019805
DENNIS J. LEAVY & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
460 BUSINESS PARK WAY, SUITE B, ROYAL PALM BEACH, FL 33411
www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
TOPOGRAPHIC SURVEY
2019805
DENNIS J. LEAVY & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
460 BUSINESS PARK WAY, SUITE B, ROYAL PALM BEACH, FL 33411
www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
TOPOGRAPHIC SURVEY
2019805
DENNIS J. LEAVY & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
460 BUSINESS PARK WAY, SUITE B, ROYAL PALM BEACH, FL 33411
www.baxterwoodman.com EB-31795
Seal:
Jeffrey G. Hiscock, P.E.
FL. No. 43984
NO. BY DATE SCALE:
APPROVED:
DRAWN:
CHECKED:
DATE:
DESIGN FILE NAME DRAWING NO. PROJECT NO.
SHEET:
OF:
AS SHOWN
J.G.H.
D.D.P.
M.R.T.
F
IN
A L
NOVEMBER 2025
TOPOGRAPHIC SURVEY
2019805
DENNIS J. LEAVY & ASSOCIATES, INC.
PROFESSIONAL SURVEYORS & MAPPERS
460 BUSINESS PARK WAY, SUITE B, ROYAL PALM BEACH, FL 33411
| Sheets and Views |
| 1 KEYSRD01 - G-1 |
| 2 CESSRD01 - G-2 |
| 3 CESSRD01 - G-3 |
| 4 DRMPRD02 - G-4 |
| 5 DRMPRD01 - G-5 |
| 6 DRMPRD01 - G-6 |
| 7 GNNTRD01 - G-7 |
| 8 PLPRRD01 - C-1 |
| 9 PLPRRD01 - C-2 |
| 10 PLPRRD01 - C-3 |
| 11 PLPRRD01 - C-4 |
| 12 PLPRRD01 - C-5 |
| 13 PLPRRD01 - C-6 |
| 14 PLPRRD01 - C-7 |
| 15 DRXSRD01 - C-8 |
| 16 DRXSRD01 - C-9 |
| 17 DRXSRD01 - C-10 |
| 18 DRXSRD01 - C-11 |
| 19 SPDTRD01 - D-1 |
| 20 SPDTRD01 - D-2 |
| 21 SPDTRD01 - D-3 |
| 22 BORING01 - G-9 |
| 23 BORING01 - G-10 |
| 24 TOPORD01 - S-1 |
| 25 TOPORD01 - S-2 |
| 26 TOPORD01 - S-3 |
| 27 TOPORD01 - S-4 |
| 28 TOPORD01 - S-5 |
| 29 TOPORD01 - S-6 |
| 30 TOPORD01 - S-7 |
| 31 TOPORD01 - S-8 |
File details come from the government source that posted it. Updated .