Volume II_25BA015_PBC_Delray_FINAL_PLANS_BCOES_CERT_20250702-2.pdf

PDF 6 MB Posted Aug 5, 2025

Attached to: Beach Renourishment Delray Beach, Palm Beach County, FL
Solicitation number: W912EP25BA015
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Aug 5, 2025

The provided file is a set of detailed engineering and design plans for the Delray Beach Beach Renourishment Project in Palm Beach County, Florida, prepared by the U.S. Army Corps of Engineers Jacksonville District. The comprehensive plan set includes 12 sheets covering project overview, beach control data, environmental avoidance areas, beach fill plans, typical beach fill profiles, payment and acceptance profiles, and borrow area details. The project involves beach renourishment between FDEP Range Monuments R-175 and R-188a, with sand sourced from offshore borrow areas designated as Borrow Area D-IV and Borrow Area D-V.

The design documents specify technical requirements including beach fill configurations with varying slope ratios (1:15 and 1:10), target elevations around 7.5 feet NAVD88, and precise geographic coordinates for construction baseline points and range monuments. The project includes environmental considerations such as hardbottom avoidance areas, a 400-foot buffer zone, and restrictions on pipeline and anchor placement. The beach fill will extend approximately 2.5 miles along the coastline, with a total project area covering stations 1747+96.86 to 1889+56.78, and an expected construction period of 210 calendar days following the Notice to Proceed.

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Other files

File	Type	Posted
Volume II_25BA015_PBC_Delray_Specifications .pdf	PDF	Aug 5, 2025
Volume I_W912EP25BA015_Published.pdf	PDF	Aug 5, 2025
Volume II_25BA015_PBC_Delray_FY25_GDR.pdf	PDF	Aug 5, 2025

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4000' 8000'0

A T L A N T I C O C E A N

A C

O A

L W

R W

A Y

S T A T E O F F L O R I D A P A L M B E A C H C O U N T Y

I-9

ATLANTIC AVE.

LINTON BLVD.

ATLANTIC AVE.

I-9

LINTON BLVD.

DELRAY BEACH

BORROW AREAS

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

Jacksonville District

BEACH RENOURISHMENT

DELRAY BEACH

PALM BEACH COUNTY, FLORIDA

W912EP25BA015

US Army Corps of Engineers ® pw

T- C

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

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SHEET ID

US Army Corps of Engineers

U .S

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C O

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R S

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M . N

SHEET INDEX

SHEET ID SHEET TITLE

GENERAL

G-01 COVER AND SHEET INDEX

G-02 TERMS ABBREVIATIONS, SYMBOLOGY AND NOTES

G-03 PROJECT OVERVIEW AND SURVEY CONTROL

G-04 BEACH CONTROL DATA STA. 1743+00 TO STA. 1825+00

G-05 BEACH CONTROL DATA STA. 1825+00 TO STA. 1916+40.85

G-06 ENVIRONMENTAL AVOIDANCE AREAS

CIVIL

C-01 BEACH FILL PLAN STA. 1747+96.86 TO STA. 1772+00

C-02 BEACH FILL PLAN STA. 1772+00 TO STA. 1799+00

C-03 BEACH FILL PLAN STA. 1799+00 TO STA. 1826+00

C-04 BEACH FILL PLAN STA. 1826+00 TO STA. 1854+00

C-05 BEACH FILL PLAN STA. 1854+00 TO STA. 1882+00

C-06 BEACH FILL PLAN STA. 1882+00 TO STA. 1889+56.78

C-07 TYPICAL BEACH FILL PROFILE

C-08 PAYMENT AND ACCEPTANCE PROFILES

C-09 BEACH FILL PROFILES R-176 TO R-181

C-10 BEACH FILL PROFILES R-182 TO T-187

C-11 BEACH FILL PROFILES R-188

C-12 PLAN VIEW BORROW AREA

G - GENERAL

C - CIVIL

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

GENERAL NOTES

REFERENCE SYMBOL KEY

CONSTRUCTION BASELINE POINT

FDEP RANGE MONUMENT

FILL SLOPE INDICATOR SYMBOL

EROSION CONTROL LINE POINT16

CBL 7

PLAN VIEW LEGEND

PROFILE LEGEND

AVE

BLVD

CBL

DWG

ECL

ELEV.

FDEP

NAVD88

NOAA

N.T.S.

STA

USACE

USCG

AVENUE

BOULEVARD

CONSTRUCTION BASELINE

DRAWING

EROSION CONTROL LINE

ELEVATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FOOT/FEET

NORTH AMERICAN VERTICAL DATUM OF 1998

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NOT TO SCALE

ROAD

STREET

STATION

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES COAST GUARD

R-63

FDEP RANGE MONUMENT

SURVEY HORIZONTAL AND VERTICAL CONTROL POINT

CONSTRUCTION BASELINE

APPROXIMATE EXISTING GRADE

FILL SLOPE 1' VERTICAL TO X' HORIZONTAL

1 on X

BEACH FILL AREA (PLAN VIEW)

BEACH FILL AREA (PROFILE VIEW)

BERM DESIGN SURFACE

DUNE VEGETATION (PROFILE VIEW)

EROSION CONTROL LINE

EXISTING CONTOUR LINE WITH ELEVATION-5

ELEVATION5.5

CONSTRUCTION BASELINE WITH STATIONING

EROSION CONTROL LINE

TOLERANCE ABOVE BERM DESIGN SURFACE

CBL

ECL

TARGET ELEVATION

STAGING AND ACCESS AREA

HARDBOTTOM

-63.0

200'0 100'

DRAWING AREA - VIEW PLAN

PLAN VIEW

400'0 200'20' 40'0

PROFILE XX

HORIZONTALVERTICAL

DRAWING AREA - PROFILE VIEW

200'0 100' 400'0 200'

200'0 100'

NORTH INDICATORTITLE

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

C-16

APPROXIMATE EDGE OF HARDBOTTOM

AVOIDANCE AREA

HB HB

SURVEY NOTES - BEACH

SURVEY NOTES - BORROW AREA

SURVEY 24-191:

1. REFER TO SURVEY NO. 24-191.

2. ELEVATIONS ARE BELOW THE CHART DATUM IF PRECEDED BY A (-) SIGN.

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE CURRENT REALIZATION OF THE NORTH AMERICAN DATUM OF 1983 (NAD83), BASED ON THE

NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS).

4. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE FOLLOWING

REFERENCE BASE LOCATIONS:

REFERENCE BASE LOCATED AT "BOYNTON 101" (PID: BBDZ70)

5. ELEVATIONS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

6. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS.

7. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2026 MULTI-BEAM SYSTEM. ALL SOUNDINGS

SHOWN ARE IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY CUT

SV FLORIDA II 29 JUL 2024 DELRAY B.A. SIDESCAN

SV FLORIDA II 08 AUG 2024 DELRAY B.A. CAMERA JOBS

SV FLORIDA II 13-14 AUG 2024 DELRAY B.A.

8. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS

SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

VIBRACORE BORING AND INDENTIFIER

SURFICIAL SAMPLE AND IDENTIFIER

CB-JH99-22

SS-KBEC09-20

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH

AMERICAN DATUM OF 1983 (NAD83(2011)).

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

OF 1988 (NAVD88).

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S.

SURVEY FEET.

5. UNLESS OTHERWISE INDICATED, DESIGN OFFSETS ARE MEASURED PERPENDICULAR TO THE CBL. PROFILE SHEETS DEPICT PROFILES TAKEN ALONG FDEP RANGE MONUMENT AZIMUTHS, WHICH MAY NOT BE PERPENDICULAR TO THE CBL. SLOPES AND BERM WIDTHS ALONG THESE AZIMUTHS MAY VARY FROM THAT

SHOWN ON PLAN SHEETS OR TYPICALS.

6. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE

OF CONSTRUCTION OF THIS PROJECT.

7. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS. AERIAL IMAGERY FROM BING WITHIN AUTOCAD. DATE OF AERIAL IMAGERY

UNKNOWN.

8. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS

SHOWN ON THIS SHEET.

9. THE EROSION CONTROL LINE IS THE LANDWARD LIMIT OF WORK.

10. THE COORDINATES OF THE USCG BOUNDARY LINE CAN BE FOUND IN THE CODE OF FEDERL REGULATIONS (CFR)

46 PART 7.

LOCATION FALLS OFF PAGE

SURVEY 25-048:

1. REFER TO SURVEY 25-048 DELRAY BEACH BORROW AREA.

2. ELEVATIONS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS.

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA

(ZONE 0901) AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).

5. PLANE COORDINATES AND ELEVATIONS ARE BASED ON CONTROL MONUMENTATION AS SHOWN IN THE CONTROL

TABULATION.

6. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2026 MULTIBEAM SYSTEM. ALL SOUNDINGS SHOWN

ARE IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY

FLORIDA II 18-19 DECEMBER 2024

7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS

SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY.

8. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

GEOTECHNICAL LEGEND

1. REFER TO SURVEY NO. 25-067

2. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), ADJUSTMENT OF 2011, FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, U.S. SURVEY FEET.

3. ELEVATIONS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) U.S. SURVEY FEET, GEOID18.

4. SURVEY DATA WAS COLLECTED FROM 13 APRIL 2025 THROUGH 16 APRIL 2025.

5. THE TOPOGRAPHIC SURVEY DATA WAS COLLECTED USING POST-PRECESSED STATIC (PPSTATIC) FOR CONTROL AND MONUMENT RECOVERY AND REAL-TIME KINEMATIC (RTK) GPS POSITIONING FOR DATA COLLECTION.

6. HYDROGRAPHIC SURVEY DATA WAS COLLECTED USING RTK, GPS, APPLANIX POSMV SURFMASTER AND AN ODOM MKIII DUAL FREQUENCY TRANSDUCER SYSTEM. HYDROGRAPHIC DATA WAS POST PROCESSED USING POST PRECESSED KINEMATIC (PPK) DATA FROM THE POSMV. SOUNDING SHOWN ARE IN HIGH FREQUENCY

7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY AND IS NOT TO BE

USED FOR NAVIGATION.

8. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013 AND EM 1110-2-6056, STANDARDS AND PROCEDURES FOR REFERENCING PROJECT ELEVATION GRADES TO NATIONWIDE

VERTICAL DATUMS, 31 DEC 2010.

SURVEY VERTICAL CONTROL POINT

, 2

-P

-G -0

W G

D . T

M . N

M S, A

O N

S, S

D N

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Ju ly

C _B

&W .S

, M C

K C

M Y

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

D B

C H

D B

D R

B Y:

C O

N O

N N

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C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

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C O

M . N

I -

LINTON BOULEVARD

U .S

. 1

U .S

. 1

A- 1A

W. ATLANTIC AVE.

BOYNTON 101

Y=790000

Y=780000

Y=770000

Y=760000

BORROW AREA D-V

BORROW AREA D-IV

STAGING AND ACCESS

R-175

R-180

R-185

R-190

R-195

DELRAY BEACH

A T L A N T I C O C E A N

STA. 1747+96.86

STA. 1889+56.78

H F

P A L M B E A C H C O U N T Y

PARKING AREA

06 78 G02 A

HAULOVER A

872 2706 J TIDAL

C 234

J 402

BORROW AREA SURVEY CONTROL

DESIGNATION EASTING NORTHING NAVD88 APPLICABLE TO SURVEY NO.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION. THESE POINTS ARE ONLY TO BE USED AS A

VERTICAL CALIBRATION/CHECK POINTS, AND ARE NOT FOR HORIZONTAL CONTROL.

BOYNTON 101

872 2706 J TIDAL

HAULOVER A

06 78 G02 A

969,253.34

964,780.SC

967,690.57 966,943.48

805,160.02

806,160.SC

801,559.35 793,913.56

11.23 8.52

10.16 8.67

24-191 25-048 25-048 25-048

BEACH SURVEY CONTROL

DESIGNATION EASTING NORTHING NAVD88 APPLICABLE TO SURVEY NO.

C 234 J 402

958,381.16 965,940.70

760,486.98 819,297.97

18.63 7.00

25-067 25-067

, 2

-P

-G -0

W G

D . T

M . N

T O

A N

D S

U R

C O

O L

G-03

PROJECT OVERVIEW AND SURVEY CONTROL

2000' 4000'0

LOCATION

OF WORK

ATLANTIC

OCEAN

WEST PALM

BEACH

GULF OF AMERICA

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT. MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

CANAVERAL

ST. LUCIE

ST. AUGUSTINEGAINESVILLE

FLORIDA

FT. LAUDERDALE

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

G -0

J un e

C _B

&W .S

O O

D , I

R M

Y C

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

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C O

M . N

Y=772500

X=965000

2 3 4 5 6

7 8

EROSION CONTROL LINE

POINT

EASTING

965,120.65

965,055.03

964,913.03

964,718.03

964,538.03

964,328.02

964,253.01

964,118.01

NORTHING

780,159.82

779,765.24

778,911.31

777,411.31

776,161.31

774,661.30

773,661.29

772,661.29

STATION

1752+57.42

1756+57.42

1765+23.08

1780+35.70

1792+98.59

1808+13.23

1818+16.05

1828+25.12

R-174 R-175 R-176 R-177 R-178 R-179 R-180 R-181 R-182

RANGE MONUMENT CONTROL

R-MONUMENT EASTING NORTHING AZIMUTH

R-174 965,292.59 781,405.54 95° R-175 965,038.86 780,095.84 95° R-176 964,952.00 779,166.45 95° R-177 964,757.64 777,933.83 95° R-178 964,603.94 776,944.96 95° R-179 964,446.25 775,814.88 95° R-180 964,269.43 774,629.81 100° R-181 964,141.74 773,602.56 75° R-182 964,024.56 772,468.25 95°

AZIMUTHS ARE MEASURED FROM THE NORTH

A-1A

A T L A N T I C O C E A N

CBL 1

CBL 2 CBL 3 CBL 4 CBL 5

CBL 6 CBL 7

CONSTRUCTION BASELINE

POINT

CBL 1

CBL 2

CBL 3

CBL 4

CBL 5

CBL 6

CBL 7

EASTING

965,174.19

964,844.55

964,704.66

964,536.79

964,354.40

964,297.55

964,145.70

NORTHING

780,245.77

777,939.76

776,950.42

775,822.12

774,597.66

773,734.04

772,455.48

STATION

1743+00.00

1766+29.45

1776+28.63

1787+69.35

1800+07.32

1808+72.81

1821+60.36

1743+00

1745+00

1750+00

1755+00

1760+00

1765+00

1770+00

1775+00

1780+00

1785+00

1790+00

1795+00

1800+00

1805+00

1810+00

1815+00

1820+00

Y=775000

Y=780000

Y=777500

N OCEAN BLVD

S OCEAN BLVD

E ATLAN

TIC

AVE.

M A

LIN

E D

W G

. G

-06 STA

. 1825+00 X=967500

Y=782500

, 2

-P

B2 5-

G -0

W G

D . T

M . N

T O

. 1

H C

O N

L D

G-04

BEACH CONTROL DATA STA. 1743+00 TO STA. 1825+00

400' 800'0 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

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Be ac h\ D el ra y Be ac h

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.D S.

C E.

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\D oc um en ts \S ho re

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Pr oj ec ts

\P al m B ch C o- -1

7\ D el ra y Be ac h\

D el ra y

Be ac h F

Y2 5\

- P la ns \0

Sh ee t M od el s\ G

-0

J un e

_B &W

W O

O D

, I

F C

M Y

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

Y=770000

Y=767500

Y=765000

X=965000

9 10 11 12 13

EROSION CONTROL LINE

POINT

EASTING

963,998.01

963,898.01

963,858.01

963,688.00

963,508.00

963,372.99

963,179.44

NORTHING

771,661.29

770,661.28

769,661.27

768,661.27

767,161.26

765,661.26

763,869.18

STATION

1838+32.30

1848+37.29

1858+38.10

1868+52.45

1883+63.22

1898+69.29

1916+71.79

R-183 R-184 R-185 R-186 T-187

R-188 R-189 R-190 R-191

AZIMUTHS ARE MEASURED FROM THE NORTH

RANGE MONUMENT CONTROL

R-MONUMENT EASTING NORTHING AZIMUTH

R-183 963,937.38 771,461.97 95° R-184 963,820.24 770,325.11 95° R-185 963,644.69 769,169.66 100° R-186 963,521.74 768,303.32 95° T-187 963,227.81 767,422.16 105° R-188 963,197.17 765,982.29 95° R-189 963,197.15 764,960.11 95° R-190 963,076.26 764,078.01 95° R-191 962,945.03 762,923.93 95°

LIN

LEVAR

A-1A

A T L A N T I C O C E A N

CBL 8 CBL 9

CBL 10 CBL 11 CBL 12

CBL 13

CONSTRUCTION BASELINE

POINT

CBL 8

CBL 9

CBL 10

CBL 11

CBL 12

CBL 13

EASTING

964,106.63

963,961.30

963,859.15

963,779.66

963,655.89

963,103.51

NORTHING

771,446.20

770,317.53

769,110.52

768,286.19

767,272.34

763,036.59

STATION

1831+70.39

1843+08.38

1855+19.70

1863+47.86

1873+69.23

1916+40.85

1830+00

1835+00

1840+00

1845+00

1850+00

1855+00

1860+00

1865+00

1870+00

1875+00

1880+00

1885+00

1890+00

1895+00

1900+00

1905+00

1910+00

1915+00

1916+40.85

Y=772500

S OCEAN BLVD.

X=967500

M A

LIN

E D

W G

. G

-05 STA

. 1825+00

INTRACOASTAL WATERWAY

Y=762500

, 2

-P

B2 5-

G -0

W G

D . T

M . N

T O

. 1

H C

O N

L D

G-05

BEACH CONTROL DATA STA. 1825+00 TO STA. 1916+40.85

500' 1000'0 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

G -0

J un e

C _B

&W .S

O O

D , I

R M

Y C

T-

.D S.

C E.

Ja ck so nv ille

D is tri ct

\D oc um en ts \S ho re

P ro te ct io n

Pr oj ec ts

\P al m B ch C o- -1

7\ D el ra y Be ac h\

D el ra y

Be ac h F

Y2 5\

- P la ns \0

Sh ee t M od el s\ G

-0

J un e

_B &W

W O

O D

, I

F C

M Y

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

T-168 R-169 R-170 R-171 R-172 R-173 R-174 R-175 R-176 R-177 R-178 R-179 R-180 R-181 R-182 R-183 R-184 R-185 R-186

A-1A

E. ATLAN

TIC

AVEN

INTRACOASTAL WATERWAY

A-1A

A T L A N T I C O C E A N

Y=780,500

X=963,500

X=966,000

X=969,500

X=973,000

Y=777,000

Y=773,500

Y=770,000

Y=784,000

Y=787,500

A D

B C

1,000'

AVOIDANCE AREA E

AVOIDANCE AREA D

AVOIDANCE AREA C

AVOIDANCE AREA B

AVOIDANCE AREA A

AVOIDANCE AREA I

SCUBA AND SKIN DIVERS

MAY BE PRESENT

WASTEWATER OUTFALL

AVOIDANCE AREA

POINT

EASTING

968,580.69

964,583.16

968,580.69

NORTHING

775,125.35

775,105.05

774,158.00

774,144.24

EXISTING CITY OF DELRAY BEACH

WASTEWATER OUTFALL

AVOIDANCE AREA

F G

AVOIDANCE AREA I

POINT

EASTING

965,596.00

964,425.00

965,401.00

964,243.00

NORTHING

772,573.00

772,707.00

770,874.00

771,007.00

400'

400' 400' 400'

HB HB HB

HB HB

H B

HB HB

HB HB HB HB HB

FWC UNIFIED REEF MAP

DELRAY BEACH

, 2

-P

B2 5-

G -0

W G

D . T

M . N

R O

N M

G-06

ENVIRONMENTAL AVOIDANCE AREAS

700' 1400'0 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

G -0

J un e

C _B

&W .S

O O

D , I

R M

Y C

T-

.D S.

C E.

Ja ck so nv ille

D is tri ct

\D oc um en ts \S ho re

P ro te ct io n

Pr oj ec ts

\P al m B ch C o- -1

7\ D el ra y Be ac h\

D el ra y

Be ac h F

Y2 5\

- P la ns \0

Sh ee t M od el s\ G

-0

J un e

_B &W

W O

O D

, I

F C

M Y

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

GENERAL SHEET NOTES

1. SURVEY DATA COLLECTED IN 2015 FOR FWC UNIFIED REEF MAP.

2. HARDBOTTOM EDGE FROM APTIM DIVER VERIFIED REEF EDGE

SURVEY. DATA COLLECTED IN 2019.

3. SUBMERGED PIPELINE, ANCHORS, AND SPUDS MAY NOT BE

PLACED WITHIN THE HARDBOTTOM AREA, THE 400 FT BUFFER,

OR THE AVOIDANCE AREAS.

4. ANY DAMAGE TO EXISTING HARDBOTTOM FOUND TO BE

CAUSED BY THE CONTRACTOR MUST BE MITIGATED FOR AT

THE CONTRACTOR'S EXPENSE.

R-175 R-176

R-177 X=965000

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

X=965500

BEAC

D R

N OCEAN BLVD C

ESTW

O D

D R

AYS

R G

E BU

BLVD

PELIC

R E R

X=966000

Y=777500

Y=778000

Y=778500

Y=779000

Y=779500

Y=780000

X=966500

N O

F W

O R

CBL 1

CBL 2

STAGING AND ACCESS AREA

CBL

APPROXIMATE TOE OF FILL

SEAWARD EDGE OF BERM

ECL

A T L A N T I C O C E A N

TAPER

D E L R A Y B E A C H

11.6

12.4 13.3

11.5

11.7

12.2

-0.4 2.6 4.2 5.7

-5.2 -4.8 -4.2

9.6 10.0

11.4

-6.2 -5.7 -5.3

-5.2

7.0 8.7

9.6 10.2

10.4

11.3

-7.1 -6.9 -6.7 -6.3

-0.2 3.3

6.3 6.7

9.9

10.8

11.0

11.1

-8.0 -7.6 -7.4 -7.2

-4.1

-3.2 -3.1

0.1 3.4 6.5 8.1

-11.6 -11.3 -10.6 -9.4

-6.0 -5.6 -5.1 -4.0

-3.7

-3.5 -3.0

-1.9

-13.2 -12.8 -12.7 -12.3

-9.3 -8.2 -7.3 -6.6

-5.5 -5.1 -4.9 -4.4

-14.4 -14.1 -13.8 -13.5

-11.4 -11.4

-11.2 -10.5

-7.2 -6.8 -6.2 -5.9

-14.5 -14.4 -14.2 -13.4

-11.8 -11.6 -11.3 -10.8

-10.4 -9.6 -8.5 -7.8

-12.6

-12.1

-11.9 -11.7 -11.4

-11.2

-10.4

-10.3

-10.1

-10.0 -10.0

-9.9

-12.8

-12.6 -12.4

-10.4

-10.4 -10.4

-10.3

-10.1 -9.8

-9.6 -9.5

-14.0 -13.5 -13.2 -13.0

-13.0

-12.8

-12.2 -11.8

-11.3

-10.2

-10.0 -9.8 -9.6

-15.6 -14.9

-14.7 -14.5

-14.5

-14.3

-13.8

-9.4

-9.0

-8.9 -8.8

-18.2 -17.6 -17.2 -16.5

-14.6 -14.4 -14.0 -13.6 -13.1

-10.3 -9.9 -9.5 -9.2

-20.5 -20.0 -19.5 -18.8

-12.3

-12.2

-11.8

-11.7

-11.3

-11.0

-10.8

-10.4

-22.4 -22.0 -21.5 -21.2

-15.0 -14.3 -13.7 -13.1

-10.4 -9.8

-9.8

-9.5 -9.4

-23.5 -23.1 -22.6

-17.9 -17.2 -16.6 -15.9

-13.6 -12.7 -12.0 -11.0

-20.4 -19.9 -19.3 -18.8

-16.8 -16.1 -15.3 -14.6

-22.7 -22.3 -21.7 -21.3

-19.7 -19.1 -18.4 -17.7

-22.4 -21.8 -21.3 -20.6

-23.8 -23.7 -23.1

, 2

-P

B2 5-

C -0

W G

D . T

M . N

. 1

C-01 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -0

Ju ly

C _B

&W .S

, M C

K C

M Y

BEACH FILL PLAN STA. 1747+96.86 TO STA. 1772+00

100' 200'0

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

CRESTWOOD

DELRAY BEACH

A T L A N T I C O C E A N

KEY MAP

NOT TO SCALE

C -0

TROPIC ISLE

HARBOR

C -0

R-178 R-179

ECL

SEAWARD EDGE OF BERM

X=964500

X=965000

X=965500

Y=774500

E. ATLAN

TIC

AVE.

Y=775000

Y=775500

Y=776000

Y=776500

Y=777000

N OCEAN BLVD

AS ST.

VISTA D

EL M

LAIN

ST.

SEASPR

AY AVE.

BEAC

D R

HARMON CT.

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

CBL 3

CBL 4

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

X=966000

CBL

APPROXIMATE TOE OF FILL

0' on

A T L A N T I C O C E A N

EXISTING CITY OF DELRAY BEACH

WASTEWATER OUTFALL

AVOIDANCE AREA

D E L R A Y B E A C H

11.0

5.8 8.1

11.2 14.1

3.4

4.4 4.5

12.0

13.1 14.6

-2.8 -2.8

-1.8 0.3

10.4 10.6 13.4

-5.1 -4.4 -4.0 -3.6 -3.1

5.1 6.6 9.0

12.3

-8.4 -7.6 -6.5 -5.8

-3.7 -1.1 1.6 3.8

11.2 12.0

12.8

-10.0 -9.6 -9.4 -9.1

-6.0 -5.6 -5.0 -4.0

2.6 5.0 7.0 8.1

-11.7 -11.2 -10.8 -10.3

-8.3 -7.7 -7.0 -6.3

-3.3 -3.2

-3.2

-1.5

-13.1 -12.8 -12.4 -12.0

-9.1 -9.0

-8.8 -8.1

-5.0 -4.3 -4.1 -3.6

-13.6

-13.4

-13.4 -12.9

-7.6

-7.4

-7.2

-7.2 -7.1

-6.5

-6.3 -5.7

-12.5 -11.5 -10.4

-9.7

-9.2

-9.1

-8.8

-8.2

-7.9 -7.6 -7.5 -7.5

-7.3

-10.9

-10.6 -10.5 -10.4

-10.2

-10.1

-9.5 -9.0

-8.9 -8.6 -8.3 -8.3

-13.9 -13.2 -12.5 -11.9

-11.6 -11.4

-11.0 -11.0

-10.0 -9.8 -9.4 -9.1

-16.4 -15.9 -15.2 -14.8

-12.9 -12.6 -12.1 -11.9

-11.3 -10.8 -10.6 -10.2

-18.8 -18.2 -17.7 -17.2

-13.3 -13.2

-13.2 -13.0

-13.0 -12.6 -12.3 -12.0

-21.4 -20.9 -20.2 -19.6

-14.6 -14.2 -13.9 -13.6

-13.5 -13.4

-13.4 -12.9

-23.7 -23.5 -22.9 -22.2

-16.2 -15.8 -15.5 -15.2

-12.2 -11.1 -10.0

-9.9

-25.1 -24.7 -24.4 -24.2

-18.2 -17.8 -17.2 -16.8

-12.7 -12.0 -11.4 -10.5

-26.0 -25.7

-20.6 -19.9 -19.4 -18.8

-16.1 -15.4 -14.4 -13.6

-22.1 -21.6 -21.1

-18.9 -18.3 -17.9 -17.1

-23.1 -22.9 -22.6 -22.4

-21.1 -20.6 -20.2 -19.8

-22.7 -22.5 -22.0 -21.5

-23.9 -23.6 -23.3

-23.1

, 2

-P

B2 5-

C -0

W G

D . T

M . N

T O

. 1

H F

C-02 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -0

Ju ly

C _B

&W .S

, M C

K C

M Y

BEACH FILL PLAN STA. 1772+00 TO STA. 1799+00

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

CRESTWOOD

DELRAY BEACH

A T L A N T I C O C E A N

KEY MAP

NOT TO SCALE

C -0

TROPIC ISLE

HARBOR

C -0

R-180 R-181 R-182

ASU

A R D

STAGING AND ACCESS AREA

ECL

APPROXIMATE TOE OF FILL

Y=772000

X=964000

X=964500

X=965000

X=965500

Y=772500

Y=773000

Y=773500

Y=774500

Y=774000

S OCEAN BLVD

H O

PAR

K R D

BAY ST.

ASSAU

ST.

O C

EAN

TER

AVE.

C O

N U

T R O

O C

EAN

PL.

D R

SALINA AVE.

BRONSON AVE.

E. ATLAN

TIC

AVE.

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

CBL 5

CBL 6

CBL 7

CBL

SEAWARD EDGE OF BERM

A T L A N T I C O C E A N

EXISTING CITY OF DELRAY BEACH

WASTEWATER OUTFALL

AVOIDANCE AREA

D E L R A Y B E A C H

AVOIDANCE AREA I

SCUBA AND SKIN DIVERS MAY BE PRESENT

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

100 FT TRANSITON

IN SLOPE

AVOIDANCE AREA D

PARKING AREA

11.8

12.4 13.5 15.8

6.6 7.6 9.6

4.7 4.9

5.9

11.0 12.0

12.2

13.6

-1.4 0.4 2.1

3.1 4.3

5.1 6.6

11.0

-5.6 -4.3

-4.0 -3.7

-3.3 -2.5

-0.9

5.8 8.1

11.2 14.1

-8.8 -8.0 -7.4 -6.8

-4.4

-4.3 -4.3

-4.0

3.4

4.4 4.5

-10.8 -10.4 -9.9 -9.4

-7.6 -6.9 -6.3 -5.4 -4.9

-2.8 -2.8

-1.8 0.3

-11.4 -11.2

-11.1 -10.5

-10.3 -10.1

-9.1 -8.5

-5.1 -4.4 -4.0 -3.6 -3.1

-11.0 -10.6

-10.5 -10.5

-9.6 -8.4

-8.4

-8.0

-7.6 -6.5 -5.8

-12.4 -12.2 -12.0 -11.5

-10.0 -9.6 -9.4 -9.1

-9.0 -8.7 -8.4 -7.9

-13.4 -13.2

-12.8 -12.5 -12.4

-11.7 -11.2 -10.8

-10.8 -10.4

-10.3

-10.1 -9.6 -9.2

-14.6 -14.2 -13.8 -13.6

-13.1 -12.8 -12.4 -12.0

-11.8 -11.6 -11.4

-15.0 -14.5

-14.3

-14.1

-13.6

-13.4

-13.3

-12.9

-12.8 -12.4

-15.2 -14.7 -14.4 -13.9

-13.6 -13.0

-12.5

-12.4 -12.0

-11.5 -10.4 -9.2 -8.8

-16.9 -16.6 -16.1 -15.6

-12.4 -12.1

-11.7 -11.7

-11.6

-10.9

-10.2 -9.5 -9.0

-19.0 -18.6 -18.1 -17.7

-15.6 -15.0 -14.4

-13.9

-13.7

-13.2 -12.5 -11.9

-21.5 -20.9 -20.4 -19.9

-18.6 -18.0 -17.4 -16.8

-16.4 -15.9 -15.2 -14.8

-22.6 -22.4 -22.1

-21.5 -20.8 -20.4 -19.8

-18.8 -18.2 -17.7 -17.2

-23.8 -23.4 -23.0 -22.5

-21.4 -20.9 -20.2 -19.6

-25.2 -24.9

-24.7 -24.2-23.7

-23.5 -22.9 -22.2

-26.2 -25.9 -25.7-25.1

-24.7 -24.4 -24.2

-26.0 -25.7

, 2

-P

B2 5-

C -0

W G

D . T

M . N

T O

. 1

H F

C-03 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -0

Ju ly

C _B

&W .S

, M C

K C

M Y

BEACH FILL PLAN STA. 1799+00 TO STA. 1826+00

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

CRESTWOOD

DELRAY BEACH

A T L A N T I C O C E A N

KEY MAP

NOT TO SCALE

C -0

TROPIC ISLE

HARBOR

C -0

R-183 R-184

CASUARINA RD

D E L R A Y B E A C H

S OCEAN BLVD

STAGING AND ACCESS AREA

CBL

ECL

AVOIDANCE AREA D

AVOIDANCE AREA I

SCUBA AND SKIN DIVERS MAY BE PRESENT

Y=769500

Y=770000

Y=770500

Y=771000

Y=771500

Y=772000

X=963500

X=964000

X=964500

X=965000

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

A T L A N T I C O C E A N

CBL 8 CBL 9

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

APPROXIMATE TOE OF FILL

SEAWARD EDGE OF BERM

0' on

9.8 11.8

9.3 10.1

12.1

1.4 4.4 4.6 6.1

8.8 10.6 12.6

12.9

-4.4 -3.9 -3.9 -1.7

5.7 10.3 11.9 12.5

-5.3 -4.9 -4.5 -4.4

2.9 3.7

3.8

-7.6 -7.2 -6.6 -6.2

-2.7 -2.6

-1.6 1.2

-9.5 -9.0 -8.4 -8.1

-5.4 -4.4 -4.1 -3.8 -3.2

-10.7 -10.6 -10.3 -9.9

-7.6 -7.0 -6.6 -5.8

-11.5 -10.7

-10.6 -10.3 -10.0

-10.0

-9.8

-8.9

-12.7 -12.3 -11.8

-11.5

-9.8

-9.4 -9.3

-14.6 -14.2 -13.7 -13.2

-9.4 -9.2

-9.2

-9.1

-14.7 -14.5 -14.1 -13.0

-10.6 -10.2 -9.8 -9.4

-12.5 -12.0

-11.8

-11.5

-10.6 -9.9 -9.6

-15.0 -14.5 -13.7

-13.3

-10.6 -10.1 -9.8

-9.6

-17.3 -17.0 -16.3 -15.8

-13.5 -12.9 -12.2 -11.6

-18.7 -18.4 -18.1 -17.7

-16.2 -15.5 -14.9 -14.6

-19.6 -19.3

-19.0 -18.3 -17.8 -17.0

-21.3 -21.0 -20.4 -19.9

-22.4 -22.1

, 2

-P

B2 5-

C -0

W G

D . T

M . N

T O

. 1

H F

C-04 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -0

Ju ly

C _B

&W .S

, M C

K C

M Y

BEACH FILL PLAN STA. 1826+00 TO STA. 1854+00

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

CRESTWOOD

DELRAY BEACH

A T L A N T I C O C E A N

KEY MAP

NOT TO SCALE

C -0

TROPIC ISLE

HARBOR

C -0

R-185 R-186

T-187

X=963500

X=964000

X=964500

X=965000 Y=767000

Y=767500

Y=768000

Y=768500

Y=769000

S OCEAN BLVD

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

CBL 10

CBL 11

CBL 12

A T L A N T I C O C E A N on

CBL

ECL

EXISTING LIFEGUARD

STATION

SEAWARD EDGE OF BERM

STAGING AREA

ACCESS AREA

APPROXIMATE TOE OF FILL

D E L R A Y B E A C H

PARKING AREA

15.4 15.4

9.7 10.9

13.2 15.1

4.5 6.3 7.6

9.5 12.5 13.2 13.4

-3.2 -1.4 1.2

11.1

11.6 12.2

13.3

-5.1 -4.5 -4.0 -3.8 -3.5

3.9 5.0 6.3

9.8 10.4

11.4

-8.1 -7.3 -6.2 -5.8

-4.5 -2.7 -0.1

9.3 11.2

12.1 15.1

-10.5 -10.2 -9.7 -9.0 -8.5

-6.1 -5.6 -5.3 -4.9

4.2 4.7 6.6

-11.3 -11.1

-11.0

-7.0 -6.3

-6.0

0.1

1.8 2.2

2.7

-11.4 -11.0 -10.9

-10.3 -10.0

-9.9 -9.3 -8.6 -8.1

-5.1 -4.2 -3.8 -3.0

-11.7 -11.2 -10.8 -10.4

-9.8 -9.2 -8.7

-8.5

-8.0 -7.4 -6.8 -6.3

-12.9 -12.8 -12.5

-12.2

-10.4 -10.1 -9.4 -8.9

-8.8

-8.6 -8.3

-13.1

-13.1 -13.0

-12.8

-12.0 -11.7

-11.6

-11.1

-10.1 -9.7 -9.3 -9.1

-12.6

-12.5

-12.0

-11.8

-11.5

-11.2

-10.9

-10.8

-10.5 -10.3

-9.8 -8.6 -7.2

-15.2 -14.6 -14.1

-13.6 -13.1

-9.7

-9.5

-9.5 -9.3

-9.0 -8.5 -8.1 -7.6 -7.2

-17.6 -17.0 -16.4 -16.0

-11.9 -11.1

-11.0 -10.5

-10.5 -10.1

-10.0

-9.9

-9.7

-19.9 -19.4 -18.8 -18.3

-14.9 -14.2 -13.4

-13.0

-12.8

-12.4 -11.9 -11.5

-22.0 -21.5 -21.0 -20.6

-17.5 -17.0 -16.4 -15.7

-15.0 -14.5 -14.0 -13.5

-20.4 -19.7 -19.0 -18.3

-17.0 -16.5 -16.1 -15.6

-22.7 -22.2 -21.8 -21.1

-19.6 -18.8 -18.3 -17.7

-23.3

-22.0 -21.4 -21.0 -20.4

-23.3 -23.2

, 2

-P

B2 5-

C -0

W G

D . T

M . N

T O

. 1

H F

C-05 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -0

Ju ly

C _B

&W .S

, M C

K C

M Y

BEACH FILL PLAN STA. 1854+00 TO STA. 1882+00

CRESTWOOD

DELRAY BEACH

A T L A N T I C O C E A N

KEY MAP

NOT TO SCALE

C -0

TROPIC ISLE

HARBOR

C -0

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

R-188

R-189 R-190

X=963000

X=964000

X=964500

Y=764500

Y=765000

Y=765500

Y=766000

CBL

ECL

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

APPROXIMATE TOE OF FILL

D E L R A Y B E A C H

S OCEAN BLVD

N L

O F

W O

R K

A T L A N T I C O C E A N on

TAPER

SEAWARD EDGE OF BERM

-1 3'

, 2

-P

B2 5-

C -0

W G

D . T

M . N

T O

. 1

H F

C-06 pw

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -0

Ju ly

C _B

&W .S

, M C

K C

M Y

BEACH FILL PLAN DELRAY BEACH STA. 1882+00 TO STA. 1889+56.78

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

CRESTWOOD

DELRAY BEACH

A T L A N T I C O C E A N

KEY MAP

NOT TO SCALE

C -0

TROPIC ISLE

HARBOR

C -0

VARIES

250'

ELEV. 7.5'

-200 -100 0 100 200 300 400 500 600 700

T (N

-10 -10

-20 -20

T, N

HORIZONTAL VERTICAL

TYPICAL BEACH FILL PROFILE (PERPENDICULAR TO CBL)

APPROXIMATE EXISTING GRADE

BEACH FILL

+0.5 FOOT TOLERANCE

50' 100'0 5' 10'0

ELEV. 8.0'

DISTANCE IN FEET

CONSTRUCTION

BASELINE STATION

1747+97 TO 1799+00

1799+00 TO 1800+00

PROJECT DIMENSIONS

SLOPE OF BERM

1:15

TRANSITION

1800+00 TO 1889+57 1:10

GRADE

NOTE:

1. TOP OF SIGN TO BE FLUSH WITH TOP OF POST.

4' MIN

30"

SIGN

GRAPHICS

TO BE

PROVIDED BY

THE

GOVERNMENT

PROJECT INFORMATION SIGN DETAIL

NOT TO SCALE

, 2

-P

B2 5-

C -0

W G

D . T

M . N

C H

C-07

TYPICAL BEACH FILL PROFILE

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -0

J un e

C _B

&W .S

O O

D , I

R M

Y C

GENERAL SHEET NOTES

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

1. TOLERANCES ARE OMITTED ON BEACH FILL PROFILES FOR

CLARITY.

(TYPICAL SECTION)

PAYMENT AREA

TOLERANCE TEMPLATE AREA

REQUIRED TEMPLATE AREA

ACCEPTANCE PROFILES

NOT TO SCALE

FORESHORE SLOPE

UP-SLOPE SLOUGH ZONE

WATERLINE (VARIES)

NOT TO SCALE

PAYMENT PROFILES

NOTES:

A(R) = REQUIRED AREA

A(T) = TOLERANCE AREA

A(P) = PAYMENT AREA

A(R)

A(T)

NOTES:

(TYPICAL SECTION)

ACCEPTANCE

WATERLINE (VARIES)

A(R) ≤ A(P) ≤ A(T)

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

A(P) CANNOT BE GREATER THAN A(T)

1. NO PAYMENT WILL BE MADE FOR MATERIAL ABOVE TOLERANCE LANDWARD OF THE EDGE OF BERM.

2. PAYMENT WILL BE DEDUCTED FOR AREA BELOW THE REQUIRED TEMPLATE LANDWARD OF THE EDGE OF BERM.

3. COMPENSATING SLOPE MATERIAL MAY NOT OFFSET VOIDS IN THE TOLERANCE TEMPLATE LANDWARD OF THE EDGE OF BERM.

1. FINAL ACCEPTANCE SURFACE SHALL BE GRADED TO THE DESIGN SLOPE ABOVE THE WATERLINE.

NO SURVEY IS REQUIRED FOLLOWING FINAL GRADING. THE FINAL GRADING CONDITION WILL BE INSPECTED BY THE ON-SITE GOVERNMENT 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 CONTRACTING OFFICER.

A(P)

POST-

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATEPRE-CONSTRUCTION

SURVEYED CONDITION

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATEPRE-CONSTRUCTION

SURVEYED CONDITION

POST-

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATEPRE-CONSTRUCTION

SURVEYED CONDITION

POST-CONSTRUCTION

AND FINAL GRADING

ACCEPTANCE SURFACE

(SEE NOTE 1)

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATE

SEE NOTE 2

PRE-CONSTRUCTION

SURVEYED CONDITION

FLAT BERM

POST-

CONSTRUCTION

PAY SURVEY

(TYPICAL SECTION)

PAYMENT AREA

WATERLINE (VARIES)

A(P)

POST-

CONSTRUCTION

PAY SURVEY

CONSTRUCTION

TOLERANCE

REQUIRED

TEMPLATEPRE-CONSTRUCTION

SURVEYED CONDITION

, 2

-P

B2 5-

C -0

W G

D . T

M . N

A C

C E

N S

C-08

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20-20

-10

-20-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

PROFILE R-176

C-01

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE R-177

C-01

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE R-178

C-02

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE R-179

C-02

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE R-180

C-03

PROFILE R-181

C-03

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

250.34'

ELEV. 7.5'

EXISTING GRADE

BEACH FILL

, 2

-P

B2 5-

C -0

W G

D . T

M . N

R -1

O R

-1

H F

S C

C-09

BEACH FILL PROFILES R-176 TO R-181

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -0

J un e

C _B

&W .S

O O

D , I

R M

Y C

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20-20

-10

-20-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

PROFILE R-182

C-03

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE R-183

C -04

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE R-184

C-04

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE R-185

C-05

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE R-186

C-05

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

PROFILE T-187

C-05

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

249.94'

ELEV. 7.5'

EXISTING GRADE

BEACH FILL

, 2

-P

B2 5-

C -1

W G

D . T

M . N

R -1

O T

-1

H F

S C

C-10

BEACH FILL PROFILES R-182 TO T-187

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -1

J un e

C _B

&W .S

O O

D , I

R M

Y C

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

T (N

OFFSHORE DISTANCE FROM MONUMENT (IN FEET)

-20

-10

-20

-10

PROFILE R-188

C-06

0 100 200 300 400 500 600 700 800 900-100 1000

100' 200'0

HORIZONTAL

10' 20'0

VERTICAL

250.19'

ELEV. 7.5'

EXISTING GRADE

BEACH FILL

, 2

-P

B2 5-

C -1

W G

D . T

M . N

R -1

C-11

BEACH FILL PROFILES R-188

T- C

M Y.

Ja ck so nv ille D is tri ct \D oc um en ts

\S ho re P ro te ct io n Pr oj ec ts \P al m

B ch

C o-

-1

D el ra y

Be ac h\ D el ra y Be ac h

F Y2

- P la ns

Sh ee t M od el s\

C -1

J un e

C _B

&W .S

O O

D , I

R M

Y C

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

-60-60-60

-50

-50 -40

-30

-20

-60

-50

-40

-30

-20

-60

-50

-40

-30

-20

-60

-50

-40

-30

-20

-60

-50

-40

-30

-20

-70

-60

-50-50-50

-50

-40

-30

-20

-70

-60

-50

-40

-30

-20

-70

-60 -50

-50

-40

-30

-20

-80

HB HB HB

HB HB

H B

HB HB

X=966,000

X=965,000

Y=780,000

Y=779,000

Y=778,000

Y=777,000

Y=776,000

Y=775,000

X=964,000

X=967,000

Y=773,000

Y=774,000

X=970,000

NORTH

OCEAN

BLVD A1A

Y=781,000

Y=782,000

Y=783,000

Y=784,000

Y=785,000

Y=786,000

Y=787,000

-48.0

-63.0 -70.5 a b c d p e f g h i jklm no q r t s u v w x y z aa ab ac ad ae af agah ai aj ak aral am an aq ao ap

-54.0

-48.0

-57.0

-50.0

-60.5 -58.0

-52.5

-64.0

-48.0-48.0 -49.0

-44.0-43.0-44.0

-47.5

BORROW AREA COORDINATES

POINT ID

a aa ab ac ad ae af ag ah ai aj ak al am an ao ap aq ar b c d

EASTING

968,133.06

967,642.73

967,230.13

967,033.70

966,568.67

966,333.80

966,366.62

966,603.79

966,630.35

966,418.43

966,471.24

966,666.45

966,723.22

966,484.63

966,866.37

966,931.30

967,102.65

967,033.80

966,651.76

968,688.18

968,987.49

968,865.49

NORTHING

787,080.95

779,021.16

776,359.88

775,132.61

775,134.58

775,674.35

775,669.47

776,073.47

776,077.75

776,625.87

776,621.97

777,021.00

777,033.18

779,067.48

779,551.00

779,544.97

779,056.54

776,399.22

787,034.40

787,009.29

786,116.37

BORROW AREA COORDINATES

POINT ID

e f g h i j k l m n o p q r s t u v w x y z

EASTING

968,623.12

968,318.21

967,942.82

967,639.95

967,260.10

967,067.66

967,337.13

967,471.56

967,681.30

967,789.39

967,947.15

968,569.69

968,466.29

968,322.42

967,597.23

968,016.74

967,473.11

967,422.44

967,830.03

966,976.70

967,138.78

967,731.56

NORTHING

784,391.80

782,333.49

779,799.36

779,801.37

779,801.17

781,513.19

782,511.92

784,055.02

784,055.01

785,444.02

786,143.31

785,416.18

784,409.15

782,510.69

782,345.62

781,513.19

781,106.00

781,084.91

779,801.08

779,801.24

779,800.76

R-175 R-176 R-177 R-178 R-179 R-180 R-181

2'DEEPEST ALLOWABLE

POST-DREDGE SEABED

ELEVATION

BORROW AREA EXCAVATION

TARGET ELEVATION

A T L A N T I C O C E A N

BOUNDARY LINE BETWEEN

SURVEY 25-048 AND 24-191

DB-99-1

DB-99-2

DB-99-3

DB-99-4

DB-99-5

DBVC-19-01

DBVC-19-02

DBVC-19-03

DBVC-19-04

DBVC-19-05

DBVC-19-06

DBVC-19-17

DBVC-19-18

DBVC-19-19

DBVC-19-20

DBVC-19-21

DBVC-19-27

DBVC-19-28

DBVC-19-29

DBVC-19-30

DBVC-19-31

DBVC-19-32

DBVC-19-33

DBVC-19-34

DBVC-19-35

DBVC-19-36

DBVC-19-37

DBVC-19-46

SS-PBCDB24-01

SS-PBCDB24-02

SS-PBCDB24-03

SS-PBCDB24-04

SS-PBCDB24-05

SS-PBCDB24-06

SS-PBCDB24-07

SS-PBCDB24-08

SS-PBCDB24-09

BORROW AREA D-V

BORROW AREA D-IV

D E L R A Y B E A C H

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

M O

T D

H R

U R

T D

H C

O U

, F

C O

M . N

, 2

-P

B2 5-

C -1

W G

D . T

M . N

R O

W A

W C

C-12

PLAN VIEW BORROW AREA

500' 1000'0

1. COORDINATES FOR VIBRACORE BORINGS AND SURFICIAL

SAMPLES ARE PROVIDED IN THE GEOTECHNICAL DATA REPORT.

GENERAL SHEET NOTES

File details come from the government source that posted it. Updated Aug 5, 2025.