Exhibit_A.pdf

PDF 8 MB Posted Oct 19, 2026

Attached to: PBC North County Shore Protection
Solicitation number: IFB 380 2026ERM02 2
Issued by: Palm Beach County, Florida

About this file

Written by GovTribe AI · Oct 20, 2026

This is a set of construction plans and specifications (Exhibit A) prepared by Foth Infrastructure & Environment, LLC for the Palm Beach County Department of Environmental Resources Management for the North County Comprehensive Shore Protection Project 2026/27 Segments II & III in Palm Beach County, Florida. The project encompasses beach fill and dune construction activities along approximately 3.4 miles of shoreline from Station 000+75 to Station 177+75, with a bid volume of 980,000 cubic yards of material. The work includes placement of beach fill material with dune construction featuring seaward edge berms at elevation +7.0 to +6.0 feet and dune crests at elevation +12.5 feet, installation of post and rope dune protection, and dune planting details. The construction baseline extends from Juno Beach through Jupiter Beach areas, with specific construction staging and access points identified at Loggerhead Park. The plans reference a June 2026 survey by Terraquatic, Inc., and all elevations are referenced to NAVD88 with horizontal control in State Plane Florida East Zone, NAD83.

The project includes an offshore borrow area located approximately 3.5 to 6.5 miles seaward of the construction site, with three distinct dredging areas (Western, Central, and Northern) with maximum dredge elevations of -69, -73, and -71 feet NAVD88 respectively. The contractor is required to excavate the Western and Central areas prior to the Northern area. The borrow area contains identified subsea cable infrastructure requiring removal to 150 feet from and within borrow limits (3,412 linear feet total). Payment for fill material is based on a template acceptance method with high tolerance allowances, compensating slope limitations restricted to the lesser of 50 percent of placed berm width or 50 feet, and provisions for field determination of final grading by the county. The plans include detailed cross-sectional templates at 21 stations along the project length and specifications for construction quality control including 0.5-foot tolerance requirements for the dune and beach fill template elevations.

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Other files

File	Type	Posted
Solicitation Documents and Technical Specs.pdf	PDF	Oct 19, 2026
Exhibit E Cover.pdf	PDF	Oct 19, 2026
Exhibit_B.pdf	PDF	Oct 19, 2026
Exhibit_C.pdf	PDF	Oct 19, 2026
Exhibit_D.pdf	PDF	Oct 19, 2026
Exhibit_F - Screened Material Disposal.pdf	PDF	Oct 19, 2026

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Foth

Exhibit A

Plans

ISSUED FOR BID

NORTH COUNTY COMPREHENSIVE

SHORE PROTECTION PROJECT 2026/27

SEGMENTS II & III

PALM BEACH COUNTY, FL

JUNE 2026

Prepared by:

Foth Infrastructure & Environment, LLC

Prepared for:

Palm Beach County Department of

Environmental Resources Management 2300 North Jog Road, 4th Floor

West Palm Beach, FL 33411-2743

VICINITY MAP LOCATION MAP

PROJECT NO:

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

ISSUED FOR BID

0026P320

COVER

SHEET

PE STAMP

DRAWING INDEX

1. COVER SHEET

2. LOCATION AND CONTROL

3. PROJECT LOCATION

4. BASELINE CONTROL

5. BEACH FILL PLAN

6. BEACH FILL PLAN

7. BEACH FILL PLAN

8. BEACH FILL PLAN

9. BEACH FILL PLAN

10. BEACH FILL PLAN

11. BEACH FILL PLAN

12. BEACH FILL PLAN

13. BEACH FILL SECTIONS

14. BEACH FILL SECTIONS

15. BEACH FILL SECTIONS

16. COMPENSATING SLOPE AND ACCEPTANCE DETAILS

17. BORROW AREA DETAILS

18. BORROW AREA ISOPACH

19. BORROW AREA SECTIONS

20. POST AND ROPE DETAILS

21. PLANTING DETAILS

of 21

SITE

FLORIDA

SITE

PALM BEACH

COUNTY, FL

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

MAGNETIC

Donald Ross Rd.

Alt. A1A

Indiantown Rd.

A1A

I-95

Indian Creek Pkwy.

US Hwy 1

M ilitary Trl.

Frederick Small

C entral

Jupiter Inlet

Atlantic Ocean

Gulf of Mexico

PALM BEACH

COUNTY

TIDAL DATUMS

NOAA Station 8722495, Jupiter Inlet, FL

(1.4 nmi north of project)

MHHW = +0.19 ft MHW = +0.02 ft

MSL = -1.17 ft MLW = -2.37 ft MLLW = -2.56 ft

NAVD88 = 0.00 ft

BORROW

AREA

LOCATION MAP

ROAD MAP

N O

C O

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PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

of 21

LOCATION &

CONTROL

BEACH FILL

(R-21.3 to R-38)

O F

AutoCAD SHX Text NOTES: 1. AERIAL IMAGE DATE: APRIL 2026. AERIAL IMAGE DATE: APRIL 2026. 2. HORIZONTAL CONTROL IS FEET, STATE PLANE FLORIDA EAST ZONE, NAD83. HORIZONTAL CONTROL IS FEET, STATE PLANE FLORIDA EAST ZONE, NAD83. 3. VERTICAL CONTROL IS REFERENCED IN FEET TO NAVD88.VERTICAL CONTROL IS REFERENCED IN FEET TO NAVD88.

AutoCAD SHX Text 0.75

AutoCAD SHX Text

1.5 mi

SCALE

R -2

1 R -3

D on al d

R os s R d.

A1A

US Hwy 1Ju pi te r I nl et

EXCLUSION ZONE

NO INGRESS / EGRESS, TYP.

(SEE CONTROL TABLES)

"A" "B"

"C" "D"

"E"

EASTERN

EXCLUSION ZONE -- NO

TRAFFIC SEAWARD

(SEE CONTROL TABLE)

965000E

980000E

~3.5 mi ~6.5 mi

OFFSHORE

BORROW AREA

(SEE SHEETS 17-19)

T-

"F"

BEACH FILL, R21.3 to R38, 3.4 mi

980,000 CY (BID VOLUME)

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PROJECT NO:

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DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

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E D

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SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

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PROJECT

LOCATION

AutoCAD SHX Text NOTES: 1. NEARSHORE HARDBOTTOM / ARTIFICIAL REEF (2018 MAPPING). NEARSHORE HARDBOTTOM / ARTIFICIAL REEF (2018 MAPPING). 2. OFFSHORE REEF (2007 MAPPING).OFFSHORE REEF (2007 MAPPING).

AutoCAD SHX Text 1,500

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AutoCAD SHX Text 3,000

SCALE (FT)

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R -2

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R -3

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R -4

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DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

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SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

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BASELINE

CONTROL

BEACH FILL LIMITS

JUNO BEACH

ATLANTIC

OCEAN

6000 1200 FEET

SCALE

R -3

BEACH FILL LIMITS

R -2

3ATLANTIC

OCEAN

6000 1200 FEET

SCALE

JUPITER BEACH

JUPITER

REEF CLUB

CONSTRUCTION

BASELINE

CONSTRUCTION

BASELINE

APPROX. BEACH

FILL BERM

APPROX. BEACH

FILL BERM

T-

2.61.71.1 0.3-1.3-2.4-2.9 -3.3-3.4-3.6-3.6-3.7-3.8-4.1-4.2

2.01.61.40.8-0.3-2.0-2.5-2.5 -2.9 -3.5-4.2-5.6 -6.0-6.3-6.4-6.2 -6.1-5.8 -5.4 -5.2

2.82.11.2 -0.1 -1.3-2.8 -4.2 -4.8

3.72.31.61.1 0.3-0.7-2.1 -3.1 -3.3 -3.8 -4.2 -4.6 -4.7-5.0 -4.9 -4.7 -4.2 -4.1 -4.8 -4.8

2.00.5 0.9 0.5 -0.3 -2.2 -3.7 -4.3 -4.6

4.43.34.34.14.65.26.58.69.914.416.217.7 2.22.32.73.04.05.89.311.714.915.614.714.2

3.95.05.98.510.410.911.4 12.5 13.313.614.515.515.615.4

6.48.89.59.6 9.2 9.1 9.3 9.5 9.810.1 10.6 11.412.214.116.016.416.9

4.86.08.98.8 8.4 8.5 8.6 8.8 9.0 9.1 9.2 9.6 10.611.4 11.312.011.511.5

-9.9 -9.6 -9.4 -9.3 -9.1 -9.0 -8.9 -8.9 -9.0 -9.4 -10.1 -10.8 -11.0 -11.0 -11.0 -11.2 -11.3 -11.4 -11.5 -11.6 -11.7 -11.8 -12.0 -12.2 -12.6 -13.0 -13.4 -13.9 -14.4 -14.8 -15.3 -15.8 -16.3 -16.7 -17.2 -17.6 -17.9 -18.1 -18.0 -17.8 -17.4 -16.8 -16.1 -15.4 -14.6 -14.0 -13.2 -12.4 -12.4 -12.5 -12.4 -12.9 -12.7 -11.5 -11.1 -11.0 -10.6 -11.2 -10.6 -9.4 -10.1 -10.3 -9.8 -10.1 -9.2 -8.9 -7.2 -6.1 -5.4

-11.5 -11.4 -11.5 -12.1 -13.0 -14.0 -14.9 -15.7 -16.4 -17.0 -17.5 -17.9 -18.2 -18.5 -18.7 -18.3 -17.6 -17.2 -17.2 -16.9 -16.4 -16.3 -15.8 -15.1 -14.5 -14.2 -13.8 -13.5 -13.2 -12.9 -12.8 -12.6 -12.3 -11.9 -11.6 -11.4 -11.3 -11.3 -11.3 -11.0 -10.7 -10.4 -10.2 -9.9 -9.7 -9.4 -9.1 -9.1 -9.0 -9.1 -9.4 -9.9 -10.2 -10.2 -10.2 -10.3 -10.2 -10.0 -9.6 -8.8 -8.4 -8.6 -9.6 -10.7 -10.4 -8.8 -7.6 -6.8 -6.1 -5.5 -5.1

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CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

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SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

of 21

SEGMENT II

BEACH FILL PLAN

OCEAN DR (A1A)

ATLANTIC OCEAN

FILL

AVAILABLE AS

OVERFLOW DISPOSAL OF

SCREENED MATERIAL, IF

DIRECTED BY THE

COUNTY.

FDEP MONUMENT, TYP.

TO NORTH END OF FILL

(APPROX. 4,600 FT)

AutoCAD SHX Text

SCALE (FT)

AutoCAD SHX Text

MATCHLINE

NOTES: 1. AERIAL IMAGE DATE: APRIL 2026. AERIAL IMAGE DATE: APRIL 2026. 2. SPOT ELEVATIONS ARE FROM JUNE 2026 SURVEY BY TERRAQUATIC, INC. SPOT ELEVATIONS ARE FROM JUNE 2026 SURVEY BY TERRAQUATIC, INC. 3. LANDWARD LIMIT OF FILL TO AVOID SIGNIFICANT IMPACT TO EXISTING VEGETATION. LANDWARD LIMIT OF FILL TO AVOID SIGNIFICANT IMPACT TO EXISTING VEGETATION. 4. FILL VOLUME, LANDWARD LIMIT, AND BEACH WIDTH VARY ALONG PROJECT LENGTH. FILL VOLUME, LANDWARD LIMIT, AND BEACH WIDTH VARY ALONG PROJECT LENGTH. 5. SEE SECTIONS, SHEETS 13-15. SEE SECTIONS, SHEETS 13-15. 6. ELEVATIONS SHOWN ARE REFERENCED TO NAVD88-FT.ELEVATIONS SHOWN ARE REFERENCED TO NAVD88-FT.

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4.13.83.83.12.72.31.60.4 -1.3-2.6 -4.2 -4.8 -5.8 -6.5 -7.3 -8.1 -8.4 -8.6

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4.12.51.50.90.5 -0.3 -1.8 -2.9 -3.7 -4.5 -5.2 -6.1 -6.8 -7.2 -8.0 -8.9

5.88.2 8.6 8.9 9.6 10.09.9 9.9 9.7 9.4 9.2 9.6 10.3 11.2 12.1 13.814.915.515.315.818.2

5.4 6.4 7.4 8.2 9.0 9.811.712.412.5

-16.1 -16.1 -16.0 -15.9 -15.8 -15.7 -15.6 -15.5 -15.3 -15.2 -15.1 -14.9 -14.8 -14.6 -14.4 -14.2 -13.9 -13.7 -13.6 -13.2 -12.7 -12.3 -12.1 -12.0 -12.0 -11.7 -11.3 -11.0 -11.1 -11.0 -10.7 -10.4 -10.2 -10.0 -9.8 -9.8 -10.0 -10.1 -10.2 -10.2 -10.2 -10.2 -10.1 -10.0 -9.9 -9.8 -9.6 -9.4 -9.2 -9.0 -8.8 -8.8 -8.7 -8.7 -8.7 -8.8 -8.8 -8.7 -8.7 -8.7 -8.7 -8.6 -8.6 -8.7 -8.7 -8.7 -8.7 -8.7 -8.7 -8.8

-17.0 -16.9 -16.9 -16.8 -16.8 -16.8 -16.7 -16.6 -16.5 -16.5 -16.4 -16.3 -16.2 -16.1 -16.1 -16.0 -15.9 -15.9 -15.8 -15.7 -15.6 -15.5 -15.4 -15.4 -15.2 -14.8 -14.6 -14.3 -13.9 -13.7 -13.5 -13.4 -13.6 -13.7 -13.4 -13.2 -13.2 -13.1 -12.7 -12.4 -12.4 -12.1 -11.7 -11.2 -10.9 -10.6 -10.5 -10.5 -10.5 -10.4 -10.3 -9.9 -9.5 -9.1 -8.7 -8.3 -8.0 -7.7 -7.5 -7.3 -7.1 -7.0 -7.0 -7.3 -7.9 -8.4 -8.7 -9.0 -9.1 -9.2 -9.2 -9.2 -9.1

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PROJECT NO:

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DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

of 21

BEACH FILL

PLAN

OCEAN DR (A1A)

ATLANTIC OCEAN

CONSTRUCTION

BASELINE

TAPER TO

EXISTING

GRADE

FILL

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM (+7.0 FT)

SEAWARD TOE OF DUNE (+8.0 FT)

(POST AND ROPE, SHEET 19)

SEAWARD DUNE CREST (+12.5 FT)

LANDWARD LIMIT OF FILL (APPROX)

AVOID EXISTING VEGETATION

UPPER BERM (+8.0 FT)

JUPITER

REEF CLUB

PARCEL #30434108180000000

PALM BEACH COUNTY

PROPERTY APPRAISER GIS

(JUPITER REEF CLUB)

NO FILL NORTH

OF PARCEL

BOUNDARY

960,523.6E 941,298.7N

960,706.6E 941,297.3N

N O

+8'

+7' 1:10

FDEP MONUMENT, TYP.

+8'

AutoCAD SHX Text

SCALE (FT)

AutoCAD SHX Text

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MATCHLINE

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4.22.61.2-0.1-0.8-2.3-0.9-0.7-1.1 -1.7 -2.4 -3.2 -4.0 -4.7 -5.3 -5.6 -6.5 -7.6 -8.1 -8.3

4.22.20.6-0.7-1.8-1.2-0.2-0.1-0.4-1.2 -1.9

-4.4 -5.2 -6.2 -7.2 -7.9 -8.3 -8.6 -9.0

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5.45.66.97.79.310.711.612.113.515.515.6

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SH 06/30/2026

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BEACH FILL

PLAN

OCEAN DR (A1A)

CONSTRUCTION

BASELINE

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM (+7.0 FT)

SEAWARD TOE OF DUNE (+8.0 FT)

(POST AND ROPE, SHEET 19)

SEAWARD DUNE CREST (+12.5 FT)

LANDWARD LIMIT OF FILL (APPROX)

AVOID EXISTING VEGETATION

UPPER BERM (+8.0 FT)

ATLANTIC OCEAN

1:10

1:50

FDEP MONUMENT, TYP.

+8'

+7'

+8'

AutoCAD SHX Text

SCALE (FT)

AutoCAD SHX Text

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3.62.71.80.90.3-0.2 -1.4-2.4 -3.1 -4.0 -5.3 -6.3 -7.2 -8.4 -9.0 -9.6 -10.0

3.4 0.80.90.80.3 -0.5-1.1 -2.7 -3.8 -4.4-4.7 -5.4 -6.1 -6.6 -7.2 -7.7-8.1 -8.6-9.0

1.51.91.30.3-0.6-1.4-2.2 -4.0 -4.9 -5.6 -6.3 -7.2 -8.1 -8.7 -9.4 -10.2 -10.9

5.46.56.87.68.810.111.012.113.4

5.96.67.1 8.19.2 10.210.811.011.512.7

1.0-0.11.4 2.83.9 4.1 4.6 5.3 6.8 8.6 10.3 11.3 12.012.713.513.9

-17.5 -17.4 -17.2 -17.1 -16.9 -16.8 -16.6 -16.5 -16.4 -16.2 -16.1 -15.9 -15.7 -15.5 -15.3 -15.1 -14.8 -14.5 -14.2 -14.0 -13.8 -13.6 -13.6 -13.4 -13.0 -12.5 -12.0 -11.7 -11.5 -11.4 -11.2 -10.8 -10.6 -10.7 -10.7 -10.3 -10.0 -10.1 -10.3 -10.5 -10.3 -9.7 -9.2 -9.1 -9.1 -8.8 -8.6 -8.6 -8.8 -9.3 -10.1 -11.2 -12.0 -12.1 -11.8 -11.8 -11.9 -11.9 -11.6 -11.4 -11.2 -11.1 -11.0 -10.9 -10.8 -10.7 -10.6 -10.5 -10.3 -10.2 -10.2 -10.0 -9.9 -9.7 -9.6 -9.4 -9.3 -9.3 -9.1 -9.0 -8.8 -8.8 -8.8 -9.0 -9.2 -9.5 -9.7 -9.8 -10.0 -10.1

-14.7 -14.5 -14.1 -13.7 -13.4 -13.1 -12.8 -12.4 -12.2 -11.8 -11.6 -11.4 -11.2 -11.0 -11.0 -11.1 -11.2 -11.3 -11.3 -11.3 -11.5 -11.7 -11.9 -12.2 -12.4 -12.7 -12.9 -13.1 -13.3 -13.4 -13.4 -13.4 -13.4 -13.3 -13.3 -13.3 -13.4 -13.4 -13.4 -13.5 -13.7 -13.8 -13.9 -14.0 -14.2 -14.3 -14.5 -14.6 -14.8 -14.9 -14.5 -14.0 -13.9 -14.3 -14.6 -14.4 -14.4 -15.0 -15.5 -15.7 -15.8 -16.0 -16.3 -16.5 -16.6 -16.6 -16.7 -16.6 -16.2 -15.4 -14.9 -14.7 -14.5 -14.2 -13.8 -13.2 -12.5 -11.9 -11.8 -11.4 -10.7 -10.2 -9.8 -9.7 -9.6 -9.7 -9.5

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N O

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BY DATE

DATE OF PREPARATION

N O

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SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

of 21

BEACH FILL

PLAN

CONSTRUCTION

BASELINE

CONSTRUCTION

ACCESS

OCEAN DR (A1A)

UPPER BERM (+8.0 FT)

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM (+6.0 FT)

SEAWARD TOE OF DUNE (+8.0 FT)

SEAWARD DUNE CREST (+12.5 FT)

LANDWARD LIMIT OF FILL (APPROX)

AVOID EXISTING VEGETATION

TRANSITION SEAWARD

EDGE OF BERM +7 to +6UPPER BERM (+8.0 FT)

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM (+7.0 FT)

SEAWARD TOE OF DUNE (+8.0 FT)

SEAWARD DUNE CREST (+12.5 FT)

LANDWARD LIMIT

OF FILL (APPROX)

AVOID EXISTING

VEGETATION

ATLANTIC OCEAN

1:10

1:50

FDEP MONUMENT, TYP.

+8'

+7'

+8'

+6'

+8'

AutoCAD SHX Text

SCALE (FT)

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

MATCHLINE

R -2

R -3

R -2

5 R -2

R -3

4.32.41.0-0.2 -1.5-2.5-4.1 -4.6 -5.4 -6.1 -6.5 -6.9 -7.0 -7.3 -7.6 -7.8

1.6 1.2 0.5 -0.3 -1.6-2.4 -3.4-3.9 -4.4 -4.8 -5.2 -5.5 -5.7 -6.3 -6.8 -7.4 -7.7 -7.8-7.3

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1.50.90.72.54.25.47.0 7.1 7.8 8.39.711.012.914.014.314.214.413.1

3.25.0 6.89.0 10.210.6 11.0 10.7 10.6 10.5 10.9 11.3 12.0 12.7 12.913.514.2

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N O

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PROJECT NO:

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DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

of 21

BEACH FILL

PLAN

CONSTRUCTION

BASELINE

OCEAN DR (A1A)

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM (+6.0 FT)

SEAWARD TOE OF DUNE (+8.0 FT)

SEAWARD DUNE CREST (+12.5 FT)

LANDWARD LIMIT OF FILL (APPROX)

AVOID EXISTING VEGETATION

UPPER BERM (+8.0 FT)

ATLANTIC OCEAN

1:10

1:50

FDEP MONUMENT, TYP.

+8'

+6'

+8'

AutoCAD SHX Text

SCALE (FT)

-3

T-

R -3

O B

H P

R -3

T-

3.92.51.30.3-0.6 -1.8-2.4 -3.0 -3.4 -4.1 -4.8 -5.8 -7.0 -8.4 -8.9 -9.6 -9.9 -10.5-10.9

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4.27.78.4 10.5 11.0 10.8 10.7 10.8 11.1 11.6 12.413.214.0 14.0

4.35.36.78.610.010.19.79.5 8.8 8.4 8.3 8.3 8.5 9.0 9.510.5 10.9 10.6 11.5 12.8 13.7

6.57.39.09.5 9.4 9.08.5 8.3 7.9 7.8 8.3 8.1 8.2 8.5 8.8 9.5 9.510.111.410.911.612.814.113.5

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N O

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PROJECT NO:

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DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

of 21

BEACH FILL

PLAN

CONSTRUCTION

BASELINE

OCEAN DR (A1A)

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM (+6.0 FT)

SEAWARD TOE OF DUNE (+8.0 FT)

SEAWARD DUNE CREST (+12.5 FT)

LANDWARD LIMIT OF FILL (APPROX)

AVOID EXISTING VEGETATION

UPPER BERM (+8.0 FT)

ATLANTIC OCEAN

1:10

1:50

FDEP MONUMENT, TYP.

+8'

+6'

+8'

AutoCAD SHX Text

SCALE (FT)

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

MATCHLINE

R -3

4.6 2.20.7-0.5-1.5-0.4-0.3-0.9 -1.8 -3.0 -3.8 -4.4 -5.1 -5.8 -6.5 -7.6 -8.9 -10.2 -11.2

3.51.81.30.80.2-0.3-0.9-2.0-2.5 -3.9-4.2-4.6 -5.4 -5.9 -6.6 -7.1 -7.8 -8.7 -9.4

6.07.27.9 8.28.07.4 7.0 6.6 6.2 5.8 5.4 5.6 6.6 7.3 7.4 7.2 8.3 9.8 11.0 11.711.912.513.313.8

5.46.1 5.8 5.3 4.4 4.5 5.9 5.7 5.5 5.5 5.4 5.2 5.0 4.6 4.0 3.4 3.85.77.710.911.5

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N O

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PROJECT NO:

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DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

of 21

CONSTRUCTION

BASELINE

OCEAN DR (A1A)

CONSTRUCTION STAGING

AND ACCESS

(LOGGERHEAD PARK)

D O

D R

R D

N O

E N

BEACH FILL

PLAN

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM (+6.0 FT)

SEAWARD TOE OF DUNE (+8.0 FT)

SEAWARD DUNE CREST (+12.5 FT)

LANDWARD LIMIT OF FILL (APPROX)

AVOID EXISTING VEGETATION

UPPER BERM (+8.0 FT)

ATLANTIC OCEAN

1:10

1:50

FDEP MONUMENT, TYP.

+8'

+6'

+8'

AutoCAD SHX Text

SCALE (FT)

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

MATCHLINE

R -3

4.42.01.0 -0.7-2.4-3.8-4.6 -5.0 -5.3 -5.6 -5.0 -4.4-4.4

1.91.51.00.2-0.5-0.8-2.1-2.8 -4.4 -4.9 -5.3 -5.6 -6.0 -6.1 -6.2

3.93.52.4 0.6-0.6-1.1 -2.9-4.2 -4.8 -5.2 -5.6 -6.0 -6.3 -6.3 -6.0

4.74.3 3.5 3.2 3.0 2.6 1.7 3.1 4.04.0 6.2 6.1 5.6 5.7 6.5 7.27.78.111.912.0

2.12.85.87.210.212.6

3.63.74.75.87.711.812.612.512.7

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-5.9 -5.7 -5.2 -4.7 -4.3 -2.8

N O

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PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

0026P320

ML 06/30/2026

SH 06/30/2026

of 21

CONSTRUCTION

BASELINE

OCEAN DR (A1A)

BEACH FILL

PLAN

CONSTRUCTION TOE OF FILL (APPROX)

SEAWARD EDGE OF BERM (+6.0 FT)

SEAWARD TOE OF DUNE (+8.0 FT)

SEAWARD DUNE CREST (+12.5 FT)

LANDWARD LIMIT OF FILL

(APPROX) AVOID EXISTING

VEGETATION

UPPER BERM (+8.0 FT)

ATLANTIC OCEAN

O F

+7 5)

1:10

1:50

FDEP MONUMENT, TYP.

+8'

+6'

+8'

TAPER TO

EXISTING GRADE

AutoCAD SHX Text

SCALE (FT)

AutoCAD SHX Text NOTES: 1. AERIAL IMAGE DATE: APRIL 2026. AERIAL IMAGE DATE: APRIL 2026. 2. SPOT ELEVATIONS ARE FROM JUNE 2026 SURVEY BY TERRAQUATIC, INC. SPOT ELEVATIONS ARE FROM JUNE 2026 SURVEY BY TERRAQUATIC, INC. 3. LANDWARD LIMIT OF FILL TO AVOID SIGNIFICANT IMPACT TO EXISTING VEGETATION. LANDWARD LIMIT OF FILL TO AVOID SIGNIFICANT IMPACT TO EXISTING VEGETATION. 4. FILL VOLUME, LANDWARD LIMIT, AND BEACH WIDTH VARY ALONG PROJECT LENGTH. FILL VOLUME, LANDWARD LIMIT, AND BEACH WIDTH VARY ALONG PROJECT LENGTH. 5. SEE SECTIONS, SHEETS 13-15. SEE SECTIONS, SHEETS 13-15. 6. ELEVATIONS SHOWN ARE REFERENCED TO NAVD88-FT.ELEVATIONS SHOWN ARE REFERENCED TO NAVD88-FT.

AutoCAD SHX Text

MATCHLINE

0 100 200 300 400 500 600

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-21

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

T-22 (STA 008+05.1)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

T-23 (STA 018+51.2)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

T-24 (STA 028+87.3)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

T-25 (STA 040+01.8)

CONSTRUCTION TEMPLATE, TYP.

EXISTING GRADE, TYP.

(JUNE 2026)

BEACH FILL, TYP.

+12.5 +8.0 +7.01

10211.0'

183.7'

164.3'

177.0'

NO FILL

±0.5' TOLERANCE

EXISTING SEAWALL

(EL. VARIES)

+12.5

+8.0

+7.01

CONSTRUCTION TEMPLATE, TYP.

EXISTING GRADE, TYP.

(JUNE 2026)

BEACH FILL, TYP.

±0.5' TOLERANCE

+8.0

+8.0 +7.0

+7.0

C .B

BEACH FILL, TYP.

CONSTRUCTION TEMPLATE, TYP.

EL = +8.0'

EL = +12.5'

VARIES * VARIES

VARIES

EXISTING GRADE VARIES (2026)

LANDWARD LIMIT

OF FILL

SEAWARD DUNE CREST

(EL +12.5')

SEAWARD EDGE OF BERM, VARIES

(+7' STA 000+75 TO 050+00,

+6' STA 054+00 TO 177+75)

UPPER BERM (EL +8')

TOE OF DUNE (EL +8)

Layout points

TYPICAL LIMIT OF

RENOURISHMENT

REQUIREMENT

MHW = +0.02' NAVD88

* MAY BE FIELD DETERMINED BY OWNER

ELEVATIONS IN FEET, NAVD88

TYPICAL FILL SECTION

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

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BEACH FILL

SECTIONS

-100 0 100 200 300 400 500

-20 -15 -10 -5

N (F

T, N

T-26 (STA 049+83.5)

0 100 200 300 400 500 600

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

T-27 (STA 059+51.8)

0 100 200 300 400 500 600

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-28 (STA 070+85.4)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-29 (STA 080+65.3)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-30 (STA 091+57.5)

+12.5

+8.0

+6.01

EXISTING GRADE, TYP.

(JUNE 2026)

BEACH FILL, TYP.

262.6'

261.8'

183.7'

229.1'

229.5'

CONSTRUCTION TEMPLATE, TYP.

±0.5' TOLERANCE

EXISTING GRADE, TYP.

(JUNE 2026)

BEACH FILL, TYP.

CONSTRUCTION TEMPLATE, TYP.

±0.5' TOLERANCE

+12.5

+8.0

+6.01

EXISTING GRADE, TYP.

(JUNE 2026)

BEACH FILL, TYP.

CONSTRUCTION TEMPLATE, TYP.

±0.5' TOLERANCE

+8.0

+8.0 +8.0

+8.0

+8.0 +7.0

+6.0

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-31 (STA 101+89.1)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

T-32 (STA 111+85.4)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-33 (STA 122+88.8)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-34 (STA 132+65.5)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-35 (STA 144+02.4)

+12.5

+8.0

+6.01

EXISTING GRADE, TYP.

(JUNE 2026)

BEACH FILL, TYP.

218.6'

205.8'

209.6'

194.0'

213.9'

CONSTRUCTION TEMPLATE, TYP.

±0.5' TOLERANCE

NO FILL OR EXCAVATION REQUIRED WHERE

EXISTING GRADE IS ABOVE TEMPLATE, TYP.

CONDITIONS MAY VARY AT TIME OF CONSTRUCTION.

NO FILL OR EXCAVATION REQUIRED WHERE

EXISTING GRADE IS ABOVE TEMPLATE, TYP.

CONDITIONS MAY VARY AT TIME OF CONSTRUCTION.

+12.5 +6.01

NO FILL OR EXCAVATION REQUIRED WHERE

EXISTING GRADE IS ABOVE TEMPLATE, TYP.

CONDITIONS MAY VARY AT TIME OF CONSTRUCTION.

EXISTING GRADE, TYP.

(JUNE 2026)

BEACH FILL, TYP.

CONSTRUCTION TEMPLATE, TYP.

±0.5' TOLERANCE

+8.0

+8.0+8.0

+8.0

+8.0 +8.0 +6.0

+6.0

DUNE FILL MAY BE FIELD DETERMINED BY OWNER (TYP)

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

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-100 0 100 200 300 400 500

-20 -15 -10 -5

N (F

T, N

R-36 (STA 154+13.0)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-37 (STA 167+03.9)

-100 0 100 200 300 400 500

DISTANCE FROM BASELINE (FEET)

-20 -15 -10 -5

N (F

T, N

R-38 (STA 177+75.0)

NO FILL

+12.5

+8.0

+6.01

EXISTING GRADE, TYP.

(JUNE 2026)

BEACH FILL, TYP.

198.3'

192.7'

CONSTRUCTION TEMPLATE, TYP.

±0.5' TOLERANCE

+8.0

+8.0 +8.0 +6.0

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

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ISSUANCE:

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REQUIRED TEMPLATE

WATERLINE (VARIES)

AFTER DREDGE

(AD) PAY SURVEY

CONSTRUCTION

BERM FORESHORE SLOPE

COMPENSATING

SLOPE LIMIT: MAX

50% PLACED BERM

WIDTH OR 50-ft

WHICHEVER IS LESS

BEFORE DREDGE

(BD) PAY SURVEY

WATERLINE (VARIES)

A(R)

A(T)

A(P)

REQUIRED TEMPLATE AREA

HIGH TOLERANCE TEMPLATE AREA

PAYMENT AREA

REQUIRED TEMPLATE

HIGH TOLERANCE TEMPLATE

AFTER DREDGE

(AD) PAY SURVEY

BEFORE DREDGE

(BD) PAY SURVEY

REQUIRED TEMPLATE

HIGH TOLERANCE TEMPLATE

AFTER DREDGE

(AD) PAY SURVEY

BEFORE DREDGE

(BD) PAY SURVEY

A(R) = REQUIRED AREA

A(T) = HIGH TOLERANCE AREA

A(P) = PAYMENT AREA

A(R) ≤ A(P) ≤ A(T)

A(P) MUST BE GREATER THAN OR EQUAL TO A(R)

A(P) SHALL NOT BE GREATER THAN A(T)

NOTES:

1. No payment will be made for material above high tolerance landward of the compensating slope limit shown.

2. Payment will be deducted for area below the required template landward of the compensating slope limit shown.

3. Compensating slope material may not offset voids in the high tolerance template landward of the compensating slope limit shown.

NOTES:

1. Final acceptance surface shall be graded between the design and high tolerance templates. No survey is required following final grading. The final grading condition will be inspected by the County (or designated representative) to verify if the surface qualifies for acceptance.

2. Minor sloughing at seaward toe caused by waves and currents may be acceptable as determined by the County.

WATERLINE (VARIES)

A(P)

PAYMENT AREA

REQUIRED TEMPLATE

HIGH TOLERANCE TEMPLATE

AFTER DREDGE

(AD) PAY SURVEY

BEFORE DREDGE

(BD) PAY SURVEYHIGH TOLERANCE TEMPLATE

WATERLINE (VARIES)

ACCEPTANCE

REQUIRED TEMPLATE

HIGH TOLERANCE TEMPLATE

POST-CONSTRUCTION AND FINAL

GRADING ACCEPTANCE SURFACE

(SEE NOTE 1)

BEFORE DREDGE

(BD) PAY SURVEY

SEE NOTE 2

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

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COMPENSATING

SLOPE AND

ACCEPTANCE

DETAILS

COF-12

(1990)

PB1

(1995)

PB2

(1995)

PB8

(1995)

PB9

(1995)

PB89

(1996)

PB91

(1996)

PB88

(1996)

PB90

(1996)

PB93

(1996)

PB92

(1996)

PB94

(1996)

PB54

(1996)

PB57

(1996)

PB53

(1996)

PB83

(1996)

PB61

(1996) PB58

(1996)

PB56

(1996)

PB62

(1996)

PB82

(1996)PB59

(1996)

PB81

(1996)

JC-5

(2000)

JC-8

(2000)

JC-7

(2000)

JC-11

(2000)

PB55

(1996)

PB14

(1995) juno16-1 juno16-2 juno16-3 juno16-4 juno16-5 juno16-6 juno16-7 juno16-8 juno16-9 juno16-11 juno16-12 juno16-13 juno16-14 juno16-15 juno16-16 juno16-17 juno16-18 juno16-19 juno16-20 juno16-10

-74

-7

-72

-7

-70

-7

-70

-7

-68

-6

-68

-6

-66 -66

-66

-6

-64 -64

-6

-64

-6

-62

-6

-60

NC25-27

NC25-28

NC25-29

NC25-30

E 19 E'

Contours are based upon June 2020 & Feb 2022 Bathymetric Survey(ft NAVD88)

Vibracores (typ)

OFFSHORE BORROW AREA

Bathymetry and Vibracore Locations

OFFSHORE BORROW AREA

LIMITS

BORROW

LIMITS

EXHAUSTED

ESTIMATED AVAILABLE

SAND VOLUMES (CY) "NEAT"

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

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ISSUED FOR BID

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BORROW AREA

DETAILS

WESTERN AREA

MAX DREDGE

EL = -69 FT,

NAVD88

NORTHERN

AREA

MAX DREDGE

EL = -71 FT, NAVD88

PARTIALLY

DREDGED

PREVIOUSLY

CENTRAL AREA

MAX DREDGE

EL = -73 FT, NAVD88

UNAVAILABLE

SUBSEA CABLE TO BE

REMOVED TO 150 FT

FROM AND WITHIN

BORROW AREA LIMITS

(3,412 LF±)

REMOVE CABLE

SUBSEA CABLE TO BE

REMOVED TO 150 FT

FROM AND WITHIN

BORROW AREA LIMITS

(3,412 LF±)

REPRESENTATIVE CABLE SPECIMEN

150'

Approx. DIA 1.5"

N2 N3

N5 N6

C2 C3

C4 C5

C6 C7

C10 C9

W3 W2

W10

W9 W8

CONTRACTOR SHALL EXCAVATE THE WESTERN AND

CENTRAL AREAS PRIOR TO THE NORTHERN AREA.

AutoCAD SHX Text

1,200 FEET

AutoCAD SHX Text

SCALE

NOTES: 1. Complete 2016 magnetometer and sidescan survey results Complete 2016 magnetometer and sidescan survey results included with the Contract Documents. 2. Magnetometer/Sidescan Sonar survey details included with the Magnetometer/Sidescan Sonar survey details included with the contract documents. 3. Volumes are estimates based upon a combination of Volumes are estimates based upon a combination of bathymetric surveys from June 2020 and February 2022.

7 8

3 3

SAND

THICKNESS

(FEET)

-70 -68

-68

-66 -66

-66

-6 6 -64

-64

-6

-64

-62

-6

-74 -73 -72 -71 -70 -69 -68 -67 -66 -65 -64 -63 -62 -61 -60 -59

DEPTH

(FT, NAVD88)

Possibly pipe cable or log.

Small Single Object

Small Single Object Small Single Object

Small Single Object

Contours are sand layer thickness [ft] above cut max. elevations.

OFFSHORE BORROW AREA

(SAND THICKNESS)

WESTERN

DREDGE AREA

(MAX DREDGE

EL.= -69 FT,NAVD88)

MAGNETOMETER AND

SIDESCAN SONAR ANOMALIES

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

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ISSUED FOR BID

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BORROW AREA

SAND ISOPACHS

NORTHERN

DREDGE AREA

(MAX DREDGE

EL.= -71 FT,NAVD88)

CENTRAL

DREDGE AREA

(MAX DREDGE

EL.= -73 FT,NAVD88)

SUBSEA CABLE TO BE

REMOVED TO 150 FT

FROM AND WITHIN

BORROW AREA LIMITS

(3,412 LF±)

BORROW

LIMITS

BORROW

LIMITS

AutoCAD SHX Text

1,200 FEET

AutoCAD SHX Text

SCALE

NOTES: 1. Complete 2016 magnetometer and sidescan survey results included with Complete 2016 magnetometer and sidescan survey results included with the Contract Documents. 2. Magnetometer/Sidescan Sonar survey details included with the contract Magnetometer/Sidescan Sonar survey details included with the contract documents. 3. Volumes are estimates based upon a June 2020 & Feb 2022 Volumes are estimates based upon a June 2020 & Feb 2022 bathymetric survey. 4. Refer to the 2016 Tidewater Report titled "Juno Beach Borrow Site, Refer to the 2016 Tidewater Report titled "Juno Beach Borrow Site, Submerged Cultural Resources Survey, Palm Beach County, Florida."

Section A-A'

-76 -74 -72 -70 -68 -66 -64 -62 -60

EL. -71'

EL. -73'

Section B-B'

Vertical Distortion 1V:50H

EL. -71'

Section C-C'

EL. -71'

EL. -73'

Section D-D'

Section E-E'

EL. -69'

EL. -73'

EL. -69'

EL. -73'

DREDGE AREA NO DREDGENO DREDGE

CENTRAL AREANORTHERN AREA

DREDGE AREA NO DREDGENO DREDGE

NORTHERN AREA

DREDGE AREA NO DREDGENO DREDGE

CENTRAL

AREANORTHERN AREA

DREDGE AREANO DREDGE

DREDGE AREA NO DREDGENO DREDGE

CENTRAL

AREA

WESTERN

AREA

CENTRAL

AREA

WESTERN

AREA

NO DREDGE

PB 93

16-14

CL SM

16-11

16-9

16-20

16-13

CL SM

16-11

16-18

16-09

16-15

16-06

GWSW

NC25-29

PB 89

PB 90

Legend - Unified Soil Classification System

Poorly Graded Sand (SP)

Well Graded Sand (SW)

Silty Sand (SM)

Gravel-Sand Mixture (GW)

Excavation Depth

Sand-Clay Mixture (SC)

Gray-Clay-Silt (ML)

0 1,000 2,000 3,000 4,000

Distance (feet)

EXISTING

GRADE

DESIGN ELEV.

El ev at io n (F

T, N

0 1,000 2,000 3,000

Distance (feet)

0 1,000 2,000 3,000

Distance (feet)

0 1,000 2,000

Distance (feet)

0 1,000 2,000

Distance (feet)

-76 -74 -72 -70 -68 -66 -64 -62 -60

El ev at io n (F

T, N

-76 -74 -72 -70 -68 -66 -64 -62 -60

El ev at io n (F

T, N

-76 -74 -72 -70 -68 -66 -64 -62 -60

El ev at io n (F

T, N

-76 -74 -72 -70 -68 -66 -64 -62 -60

El ev at io n (F

T, N

Vertical Distortion 1V:50H

Vertical Distortion 1V:50H Vertical Distortion 1V:50H

Vertical Distortion 1V:50H

EXISTING

GRADE

DESIGN

ELEV.

EXISTING

GRADE

DESIGN

ELEV.

EXISTING

GRADE

DESIGN

ELEV.

EXISTING

GRADE

DESIGN

ELEV.

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

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BORROW AREA

POST AND ROPE DETAIL

15'-0"

3' -0

" M

EXISTING BEACH

EL. VARIES

4' -0

"STOPPER KNOT"

SHALL BE TIED

ON EITHER SIDE

OF EACH POST, TYP.

POSTS SHALL BE 4in x 4in x 7 FT, S4S NO.2 OR BETTER.

POSTS SHALL BE PRESSURE TREATED TO A MINIMUM

RETENTION OF 0.40 POUNDS PER CUBIC FOOT WITH

CHROMATED COPPER ARSENATE (CCA). FENCE

POSTS SHALL BE SET 15 FT ON CENTER, VERTICALLY

PLUMB WITH MINIMUM PENETRATION 3 FT BELOW

GRADE.

ROPE SHALL BE CONTINUOUS (NON-SPLICED)

BETWEEN POSTS TO MAINTAIN A UNIFORM SAG OF

ROPE BETWEEN POSTS. A "STOPPER KNOT" OR

SIMILAR KNOT SHALL BE TIED IN THE ROPE ON EITHER

SIDE OF EACH POST. ROPES SHALL NOT SHARE THE

SAME HOLE IN A POST. THE HOLES SHALL BE DRILLED

NO MORE THAN 4" BELOW THE TOP OF THE POST AND

THE LINE SHALL HANG NO LOWER THAN 3 FT ABOVE

GROUND. NO CONNECTION COMPONENTS WILL BE

PERMITTED.

ROPE SHALL BE ½ in DIAMETER 3-STRAND MANILA

LINE STRUNG THROUGH HOLES IN THE POSTS.

. 3 '-0

NOT TO SCALE

LANDWARD LIMIT OF

FILL (VEG. LINE)

EXISTING DUNE

WALKOVER/ACCESS

(STAIRS MAY BE

BURIED BY FILL)

DUNE POST & ROPE INSTALLED

AT TOE OF DUNE (MAY BE

FIELD LOCATED BY OWNER)

SEAWARD LIMIT OF DUNE

CREST, EL. = +12.5 FT

DUNE PLANTING

UNDER SEPARATE

CONTRACT

PEDESTRIAN PATHWAY

1:4

15 FT (TYP)

DUNE PLANTING

UNDER SEPARATE

CONTRACT

DUNE CREST EL. +12.5

SEAWARD EDGE OF

DUNE, EL. +8.0

36" (TYP)

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

1 2 3 4 5

ISSUED FOR BID

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POST AND ROPE

DETAILS

POST AND ROPE DETAIL POST AND ROPE PLAN

18" 18"

TYPICAL

9" 9"

9"TY

36" TYP

PLANTING WIDTH VARIES

EXISTING VEG.

LINE/LANDWARD

LIMIT OF FILL

(VARIES)

LEGEND

- SEA OATS & PANIC GRASS (90%)

- DIVERSITY SPECIES (10%)

(RANDOMLY DISTRIBUTED)

1V:4H

BEACH ACCESS/

DUNE WALKOVER

E D

G E

O F

D U

N E

C R

D U

N E

+1 2.

18"18"

TYPICAL

WIDTH VARIES

EXISTING VEG.

LINE/LANDWARD

LIMIT OF FILL, TYP.

DUNE TOE,

(EL. +8.0 FT)

BEACH FILL

TEMPLATE

EXISTING

BEACH

PROFILE

EXISTING

VEGETATION

SAND FILL

SEAWARD EDGE OF DUNE

CREST, (EL. +12.5 FT)

N O

C O

U N

O M

H O

R E

N P

R O

C H

C O

U N

, F

PROJECT NO:

CHECKED

DESIGNED

DRAWN

SURVEYED

BY DATE

DATE OF PREPARATION

N O

E D

N S

SHEET NUMBER

SHEET TITLE:

ISSUANCE:

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ISSUED FOR BID

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PLANTING

DETAILS

DETAIL V-2: DUNE VEGETATION DETAIL

DETAIL V-1: DUNE VEGETATION PLAN DETAIL

DUNE PLANTING TO BE

PERFORMED UNDER

SEPARATE CONTRACT

File details come from the government source that posted it. Updated Oct 20, 2026.