B.08_PBH_MD FY23_Plans_20221006.pdf

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L A K E W O R T H I N L E T

L A K E W O R T H

L A K E W O R T H

PORT OF PALM BEACH

TOWN OF

PALM BEACH

PEANUT ISLAND

SINGER ISLAND

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US Army Corps of Engineers

ENTRANCE CHANNEL AND SETTLING BASIN

PALM BEACH HARBOR MAINTENANCE DREDGING 33-FOOT PROJECT

JACKSONVILLE DISTRICT

PALM BEACH COUNTY, FLORIDA

GENERAL

SHEET INDEX

G-02

COVER AND SHEET INDEX

ABBREVIATIONS, SYMBOLS AND, SURVEY NOTES

G-03

G-04

PROJECT OVERVIEW

C-01

C-02

CIVIL

CHANNEL CONTROL DATA

DREDGING PLAN - STA. 25+00 E.C. TO STA. 58+00 E.C.

DREDGING CROSS SECTIONS E.C.

C-03

DREDGING PLAN - STA. 58+00 E.C. TO STA. 86+00 CUT-2

C-05

BEACH DISPOSAL - R-78 TO R-81

BEACH DISPOSAL - R-76 TO R-78

C-06

SHEET TITLESHEET ID

C-07

C-08

BEACH DISPOSAL - TYPICAL CROSS SECTION

NEARSHORE DISPOSAL

G-01

SOLICITATION NO.:W912EP23B0002

N

DREDGING PLAN - STA. 86+00 CUT-2 TO STA. 22+50 T.B.

C-04

REFERENCE SYMBOL KEY

GENERAL SYMBOLOGY

TERMS AND ABBREVIATIONS

G - GENERAL

C - CIVIL

GENERAL NOTES

APPROX

BLVD

CHN.

CL

CY

DWG

E.C.

EL / ELEV

ETOF

FDEP

FT

HORZ

IWW

LF

MHW

MLLW

MLW

NAVD88

NAD83

NOAA

NO.

N.T.S.

PI

RD

RGE

SAV

SF

ST

STA.

T.B.

TYP

USACE

VERT

APPROXIMATE

BOULEVARD

CHANNEL

CENTERLINE

CUBIC YARD

DRAWING

ENTRANCE CHANNEL

ELEVATION

EQUILIBRIUM TOE OF FILL

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FOOT/FEET

HORIZONTAL

INTRACOASTAL WATERWAY

LINEAR FOOT/FEET

MEAN HIGH WATER

MEAN LOWER LOW WATER

MEAN LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NUMBER

NOT TO SCALE

POINT OF INTERSECTION

ROAD

RANGE

SUBMERGED AQUATIC VEGETATION

SQUARE FEET/FOOT

STREET

STATION

TURNING BASIN

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

VERTICAL

49.5

VI

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CONTROL POINTS

CENTERLINE POINTS

HORIZONTAL AND VERTICAL

CONTROL MONUMENT

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

SURVEY NOTES - DISPOSAL AREA - NEARSHORE

SURVEY NOTES - DISPOSAL AREA - BEACH

EXISITNG BOTTOM

SEA GRASS

1. REFER TO SURVEY NO. 22-101.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED MEAN

LOWER LOW WATER (MLLW) OF THE 1983-2001 TIDAL EPOCH.

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

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM

(KTD) MODEL. KTD FILE NAME IS: "PALMBEACH_2018 05 03.KTD".

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+)

SIGN.

5. 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).

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING

WITH THE FOLLOWING REFERENCE BASE LOCATION:

REFERENCE BASE LOCATED AT "WOLFE" (OPUS PID: BBBZ46)

TIDE STAFF LOCATED FROM "COE A 310 RESET" (PID: BBGN25)

8. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH

1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA'S VDATUM MODEL WAS

USED TO CALIBRATE TO THE PUBLISHED MLLW HEIGHT OF THE BENCHMARK

ASSOCIATED BELOW:

NOAA TIDAL STATION 872-2588, PORT OF W. PALM BEACH, LAKE WORTH (PID: BBGN25)

VERTICAL MEASUREMENTS WERE MADE USING A EDGETECH 6205 DUAL

MULTIBEAM/SIDESCAN SYSTEM AND A ODOM ECHOTRAC E20 DUAL FREQUENCY

TRANSDUCER.

VESSEL DATE OF SURVEY AREA

SB-44 18 MAY 2022 SETTLING BASINS

SB-44 01 JUN 2022 ENTRANCE CHANNEL

SB-44 02 JUN 2022 CUTS 1 AND 2

SB-44 03 JUN 2022 TURNING BASIN

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

10. 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.

11. 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.

COASTLINE

VERTICAL CONTROL

& TIDE CALIBRATION POINT

CONSTRUCTION STAGING & ACCESS AREA

VB-JH99-XX

IDENTIFIER

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LEGEND - AIDS TO NAVIGATION

CHANNEL CENTERLINE

OBJECT REFERENCED

D

VIEWING PLANE

CUTTING PLANE LINE

D

IDENTIFICATION

S-56 S-56

CROSS SECTIONC

C-16

DRAWING AREA - PLAN VIEW

200'0 100'

PLAN

TITLE

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING WHERE

SHOWN

INDENTIFICATION

DRAWING WHERE SHOWN IN PLAN VIEW

FULL CROSS SECTION

DRAWING AREA - CROSS SECTION VIEW

N

HARDBOTTOM

CB-JH99-XX

IDENTIFIER

CORE BORING

DISCIPLINE DESIGNATOR

FDEP MONUMENT

BEACH DISPOSAL AREA

BEACH DISPOSAL FILL

FALLS OFF SHEET

IN THE DIRECTION OF ARROW

DETAIL INDICATOR

DRAWING WHERE SHOWN

DETAIL BOUNDRY

G-04

A

IDENTIFICATION

EXISTING UTILITIES

SURVEY NOTES - CHANNEL

1. REFER TO SURVEY NO. 22-136.

2. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS 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 “WOLFE” (OPUS PID: BBBZ46)

TIDE STAFF LOCATED FROM "COE A 310 RESET" (PID:BBGN25)

5. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88). A MODIFIED VERSION OF NOAA’S VDATUM MODEL WAS USED

TO CALIBRATE TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS BELOW:

NOAA TIDAL STATION 872-2588, PORT OF W. PALM BEACH, LAKE WORTH (PID: BBGN25)

6. VERTICAL MEASUREMENTS WERE MADE USING AN ODOM ECHOTRAC E20

DUAL-FREQUENCY SINGLE-BEAM TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH

FREQUENCY.

VESSEL DATE OF SURVEY CUT

SB-44 02 JUN 2022 NEARSHORE DISPOSAL AREA - HYDRO

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

8. 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.

9. 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.

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 MEAN LOWER

LOW WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY

OPERATIONS VIA A KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA'S VDATUM PROGRAM

AND PUBLISHED NOAA TIDE GAUGE INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) VARIES ALONG THE EXTENTS OF A

PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS NOT TO BE USED FOR AN ENTIRE

PROJECT. REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS FOR THE APPLICABLE

PROJECT KTD FILE NAME AND TIDAL CALIBRATION/VERIFICATION STATIONS, OR BENCHMARKS TO

BE EMPLOYED TO CONDUCT, OR REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE

REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE

UNITS OF U.S. SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO

DISTANCE ALONG THE CHANNEL CENTERLINE.

5. 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.

6. 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.

7. 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.

R MONUMENT BASELINE

OPEN WATER STAGING AREA

NEARSHORE DISPOSAL AREA

CHANNEL CENTERLINE

CHANNEL LIMIT

WIDENER LIMIT

400'0 200'20' 40'0

GRAPHIC SCALE

VERTICAL HORIZONTAL

1. REFER TO SURVEY 22-153

2. PROJECT TITLE: PALM BEACH UPLAND BEACH SURVEY.

3. DATE OF SURVEY: JUNE 14, 2022.

4. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC

SURVEY OF THE BEACH ALONG THE FLORIDA COASTAL RANGE MONUMENTS

76 TO 80.35, DOWN TO WADING DEPTH. DELIVERABLE FILES WERE FURNISHED AS REQUESTED.

5. THE SURVEYING EQUIPMENT UTILIZED FOR THE DATA COLLECTION WAS

A JAVAD TRIUMPH 1 GPS ANTENNA VIA REAL TIME KINEMATICS (RTK),

VIRTUAL REFERENCE STATION(VRS) METHODOLOGY.

6. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN

DATUM OF 1983(2011), FLORIDA STATE PLANE COORDINATE SYSTEM,

FLORIDA EAST ZONE, U.S. SURVEY FEET.

7. ELEVATION ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

OF 1988 (NAVD88) U.S. SURVEY FEET.

8. SURVEY CONTROLS USED FOR VERTICAL AND HORIZONTAL CHECK WERE

R 402 (PID: AD8029) AND Q 402 (PID: AD8030)

ETOF

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AutoCAD SHX Text

R-76

R-77

R-78

R-79

R-80

R-81

WOLFE

A 310 RESET

BBBZ46

BBGN25

971,557.10

969,670 SC

DESIGNATION PID NORTHING EASTING NAVD88 MLLW APPLICABLE TO SURVEY NO.

SURVEY CONTROL

WOLFE

A 310 RESET

5.02

4.13

N/A

6.62

888,070.30

887,140 SC

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR HORIZONTAL CONTROL.

22-101 AND 22-136

22-101 AND 22-136

Y= 880000

Y= 882500

Y= 885000

Y= 887500

Y= 890000

Y= 892500

Y= 895000

X

Q 402

R 402

PEANUT ISLAND

SINGER ISLAND

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

PORT OF

PALM BEACH

S

T

B

L A K E W O R T H

L A K E W O R T H

ENTRANCE CHANNEL

C

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C

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NORTHERN

TURNING BASIN

S T

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C

OPEN WATER STAGING AREA

(SEE TABLE FOR COORDINATES)

SEAGRASSES

PROJECT LIMITS

SAND TRANSFER PLANT

PIPELINE CROSSING

TOWN OF

PALM BEACH

L A K E W O R T H I N L E T

B E

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SETTLING BASIN

HARDBOTTOM

FPL UTILITY LINE

NEARSHORE DISPOSAL AREA

(SEE SHEET C-08)

PLANE COORDINATES (NAD83(90))

(Y) NORTHING(X) EASTING

CORNER

NW

NE

SW

SE

966,615.85 885,072.97

967,296.82 885,094.64

966,655.97 884,825.88

967,272.96 884907.16

OPEN-WATER STAGING

AREA COORDINATES

NOTE:

LOCATION

110,000

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE SHOALING ANTICIPATED

TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

VOLUME TO

REQUIRED

DEPTH

VOLUME IN

ALLOWABLE

OVERDEPTH

TOTAL

VOLUME

79,000 189,000

ENTRANCE CHANNEL & SETTLING BASINS

SURVEY CONTROL (SURVEY #22-153)

DESIGNATION PID NORTHING EASTING NAVD88

R 402

Q 402

AD8029

AD8030

880589.76

878078.80

926879.06

963077.38

17.96

16.23

(X) EASTING

(Y) NORTHING

PLANE COORDINATES (NAD83(90))

R-76

R-77

R-78

R-79

FDEP RANGE MONUMENTS

R-80

R-81

970,526.07 887,242.45

970,250.40 886,049.86

970,204.68 884,867.78

MONUMENT

970,344.76 883,784.59

970,472.47 882,781.74

970,588.30 881,673.67

AZIMUTH

(DEGREES CW

FROM NORTH)

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PROJECT OVERVIEW

SCALE: 1" = 500'

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LOCATION

OF WORK

FLORIDA

ATLANTIC

OCEAN

WEST PALM BEACH

N

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

N.T.S.

LOCATION MAP

CANAVERAL

ST AUGUSTINE

GAINESVILLE

FT. LUDERDALE

RGE. 200

RGE. 200

RGE. 00

RGE. 400

RGE. 400

RGE. 00

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4 12

S6

S1

6B

6D

6C

6J

S

T

T

S

T

T

S T

A

S

T

ENTRANCE CHANNEL

C

U

T

NORTHERN

TURNING

BASIN

II

IIII

IV

V

VI

SOUTHERN

TURNING

BASIN

S

T

T

S

T

B

S

T

C

S

T

T

C

U

T

S1

S2

S3

S4

S5

S6

S7

S8

S9

S10

S11

887,819.93

887,919.92

887,928.69

887,878.70

887,884.84

887,834.84

888,119.88

888,128.66

888,619.81

888,629.46

887,879.57

973,170.18

973,171.94

972,672.01

972,671.14

972,321.19

972,320.31

973,175.45

972,675.52

973,184.22

972,634.30

972,621.14

6A

6B

6C

6D

6E

6F

6G

6H

6I

6J

886,557.42

886,706.57

886,851.06

887,215.63

887,223.18

887,149.63

886,644.72

886,641.65

886,615.60

886,571.31

966,741.84

966,750.44

966,518.17

966,283.12

965,890.19

965,813.77

965,804.08

965,964.05

966,018.56

966,017.71

PRIMARY PROJECT CONTROL POINTS

(SETTLING BASIN)

PRIMARY PROJECT CONTROL POINTS

(NORTHERN TURNING BASIN)

(X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90))

PLANE COORDINATES (NAD83(90))

(X) EASTING (Y) NORTHING

CHANNEL

POINTS

CHANNEL

POINTS

I

II

III

IV

V

VI

887,563.81

887,607.68

887,670.87

887,143.74

886,687.13

885,752.89

976,366.18

973,866.54

970,265.67

968,763.66

967,763.25

965,716.38

PRIMARY PROJECT CENTERLINE POINTS

(X) EASTING

PLANE COORDINATES (NAD83(90))

P.I.

POINTS

887,763.78

887,807.65

887,868.95

887,283.02

886,823.59

886,550.50

886,570.83

885,171.10

885,147.89

886,385.54

887,004.46

887,397.33

887,463.98

887,407.71

887,363.84

976,369.69

973,870.05

970,377.10

968,707.57

967,700.97

967,102.64

966,042.66

966,015.79

967,225.56

967,900.90

968,819.75

969,939.22

970,656.41

973,863.03

976,362.67

PRIMARY PROJECT CONTROL POINTS

(CHANNEL / HARBOR LIMITS)

(Y) NORTHING(X) EASTING

PLANE COORDINATES (NAD83(90))

CHANNEL

POINTS

(Y) NORTHING

Y=891,000

Y=890,000

Y=889,000

Y=888,000

Y=887,000

Y=886,000

Y=885,000

X

X

X

X

X

X

X

X

R

G

R

I

E

S

R

G

R

I

E

S

RGE. VARIES

R G

E

V

A R

I E

S

R G

E

V

A R

I E

S

RGE. VARIES

R

G

E

V

A

R

I

E

S

RGE.

VARIES

R

G

R

I

E

S

R

G

E

V

A

R

I

E

S

RGE. VARIES

RGE. VARIES

RGE. VARIES

Y=892,000

Y=893,000

EXPANDED SETTLING BASIN

EXTENDED SETTLING BASIN

SETTLING BASIN ENLARGED PLANA

G-04

G-04

A

X

SETTLING BASIN

WOLFE

A 310 RESET

WOLFE

A 310 RESET

S5

S6

S4

S3

S2

S1

S7

S9

S8

S10

S11

S T

A

E

C

S T

A

E

C

S T

A

E

C

S T

A

E

C

RGE. -300

RGE. -100

RGE. 0

RGE. -800

P

B H

E M

D G

I

D

W G

W

R

E I L

L Y

C

D

E A

N

E

M

A R

I N

E

M

A R

I N

C H

A N

N E

L

C

O N

T R

T

A

G E

N E

R A

G-04

CHANNEL CONTROL DATA

SCALE: 1" = 300'

N

300' 600'0

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

A

B

C

D

E

F

G

H

J

K

L

M

N

P

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

Q

R

S

T

U

V

W

X

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

C K

S O

N V

I L

L E

D

I S

T R

I C

T

S

R

V

D

J A

C K

S O

N V

I L

L O

R I D

A

P R

I N

T E

D

D

A T

E

F I L

E

N

A M

E

A N

S I

E

P A

A

R

B O

R

M

A I N

T E

N A

N C

E

D

R E

D G

I N

G

E N

T R

A N

A

N N

T

T L

I N

G

B

A S

I N

F

O O

T

P

R O

J E

C T

P A

A

U

N T

Y

F

L O

R I D

A

W

E P

B

CHANNEL CONTROL DATA NOTES

HORIZONTAL REFERENCE SYSTEM:

THE HORIZONTAL REFERENCE FRAME FOR THIS PROJECT IS THE NORTH

AMERICAN DATUM OF 1983 (NAD83), BASED ON THE CURRENT VERSION OF THE

NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES

ARE SHOWN IN THE FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)EAST

ZONE (0901). MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL

STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED

CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS OTHERWISE

INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE AUTHORIZED

PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL FRAMEWORK

DESIGN FILE FOR THIS PROJECT.

VERTICAL REFERENCE SYSTEM:

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER

(MLLW), OF THE 1983-2001 NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY

THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88).

TIDAL MODEL:

THE NAVD88-MLLW RELATIONSHIP FOR THE EXTENTS OF THE PROJECT IS

DERIVED FROM THE NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8,

RELEASE DATE OF 06 MARCH 2018. THIS MODEL WAS USED TO CONSTRUCT A

KINEMATIC TIDAL DATUM GRID FILE (KTD) ALLOWING FOR REAL TIME VERTICAL

DATUM CORRECTIONS. DUE TO ONGOING REFINEMENTS IN THE VDATUM

MODEL, THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS DIFFERING FROM THE

VDATUM MODEL IF IT WERE TO BE USED AS A STAND ALONE PRODUCT FOR THE

NAVD88-MLLW CALCULATION. THESE EDITS ARE A RESULT OF EITHER

OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR DISAGREEMENTS WITH

THE PUBLISHED TIDE GAUGE DATUM VALUES AT THOSE PUBLISHED SITES. AS A

RESULT OF THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE

CONSIDERED EQUIVALENT. ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS

SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD FILE),

REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY FROM THE

JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR “KTD” FILE NAME.

PRIMARY PROJECT CONTROL POINTS (PPCP) AND KTD TIDAL CALIBRATION

SITES:

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON

THE CONSTRUCTION PLANS. THESE SURVEY NOTES DETAIL WHICH

HORIZONTAL AND VERTICAL SURVEY CONTROL MARKS WERE USED TO SURVEY

A PARTICULAR REACH/CUT/ETC. OF THIS PROJECT. ANY ATTEMPT TO

REPLICATE THE SURVEY FURNISHED HEREIN MUST USE THE SURVEY CONTROL

AS TABULATED, ACCOMPANYING THE DESIGN SURVEY(S).

CONSTRUCTION SURVEY POSITIONING CRITERIA:

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

MUST BE PERFORMED UTILIZING REAL-TIME KINEMATIC GLOBAL POSITIONING

SYSTEM (RTK-GPS) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS, AND BE

REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs WITHIN THE

SURVEY REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE PLANS.

REFER TO THE ACCOMPANYING “SURVEY NOTES” AND “SURVEY COVER

SHEET”FOR THE SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS,

“KTD” FILE NAME AND GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY

THE HYDROGRAPHIC SURVEY FURNISHED WITHIN THESE PLANS.

T C

H L

I N

E

S

H E

S

T A

C

Y= 886,500

Y= 887,000

Y= 887,500

Y= 888,000

Y= 888,500

Y= 889,000

L A K E W O R T H I N L E T

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

RGE. 000

RGE. 200

RGE. 400

RGE. 200

S T

A

C

RGE. 000

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

EBB

FLOOD

S T

A

C

R G

E V

A R

IE

S

(2) TWO 12" SAND TRANSFER PLANT PIPELINE CROSSINGS

TOP OF PIPE: -52 FEET MLLW OR DEEPER

(REFER TO DEP PERMIT 0216012-007-JC

AND D.A. PERMIT 10374)

A

C-04

A

C-04

B

C-04

B

C-04

C

C-04

C

C-04

NORTH JETTY

SOUTH JETTY

APPROX. SHORELINE

APPROX. SHORELINE

S T

A

C

S T

A

C

S T

A

C

S T

A

C

S T

A

C

S T

A

C

S T

A

C

EXPANDED

SETTLING BASIN

EXTENDED

SETTLING BASIN

RGE. (-)50

S T

A

C

T O W N O F

P A L M B E A C H

RGE. (-)100

37-FOOT REQUIRED DEPTH

PLUS 2-FOOT ALLOWABLE OVERDEPTH

S T

A

C

39-FOOT REQUIRED DEPTH

PLUS 2-FOOT ALLOWABLE OVERDEPTH

S T

A

C

ENTRANCE CHANNEL

S T

A

C

RGE. (-)300

RGE. (-)410

RGE. (-)800

S T

A

C

S I N G E R I S L A N D

SETTLING BASIN

RGE. 400

"RLB-4"

"GLB-3"

PLANE COORDINATES

YX

AIDS TO NAVIGATION

"GLB-3"

"RLB-4"

887,248

887,861

972,796

971,531

PBVC-05-02

VB-LWI2012-04

VB-LWI2012-05

VB-LWI2012-07

CB-2

CB-3

CB-40

CB-PBH95-1

CB-PBH95-2

CB-PBH95-3

CB-PBH95-7

CB-PBH95-8

CB-LWI13-11

CB-LWI13-12

CB-LWI13-13

CB-LWI13-14

CB-LWI13-16

CB-LWI13-18

CB-LWI13-19

CB-LWI13-20

RGE. 100RGE. 100

S T

A

C

S T

A

C

S T

A

C

PLUS 2-FOOT ALLOWABLE OVERDEPTH

35-FOOT REQUIRED DEPTH

P

B H

E M

D C

N

D

W G

W

R

E I L

L Y

C

D

E A

N

E

M

A R

I N

E

M

A R

I N

S T

A

C

T

O

S

C

D R

E D

G I N

G

P

L A

N

C I V

I

C-01

DREDGING PLAN

SCALE: 1" = 100'

N

100' 200'0

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

A

B

C

D

E

F

G

H

J

K

L

M

N

P

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

Q

R

S

T

U

V

W

X

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

C K

S O

N V

I L

L E

D

I S

T R

I C

T

S

R

V

D

J A

C K

S O

N V

I L

L O

R I D

A

P R

I N

T E

D

D

A T

E

F I L

E

N

A M

E

A N

S I

E

P A

A

R

B O

R

M

A I N

T E

N A

N C

E

D

R E

D G

I N

G

E N

T R

A N

A

N N

T

T L

I N

G

B

A S

I N

F

O O

T

P

R O

J E

C T

P A

A

U

N T

Y

F

L O

R I D

A

W

E P

B

NOT TO SCALE

KEY PLAN

A T L A N T I C

O C E A N

C

C-01

C-03

SHEET GENERAL NOTES

1. NO ANCHORING, STORAGE, STAGING, OR STOCKPILING OF VESSELS OR

EQUIPMENT WITHIN FIVE METERS OF HARDBOTTOM OR SAV.

NORTH JETTY

SOUTH JETTY

T O W N O F

P A L M B E A C H

M A

T C

H L

I N

E

S

H E

S

T A

C

U T

M

A

T

C

H

L

I

E

C

P.I. STA. 61+01.45 CUT-1

P.I. STA. 61+01.45 E.C.

LAKE WORTH

CUT-1

S T

A

T

S T

A

T

S T

A

T

S T

A

S T

A

C

U T

S

T

C

S

T

C

P.I. STA. 76+91.15 CUT-2

P.I. STA. 76+91.15 CUT-1

SEAGRASS

(2021 SURVEY)

S

T

C

37-FOOT REQUIRED DEPTH

PLUS 2-FOOT ALLOWABLE OVERDEPTH

HARDBOTTOM

(2011 SURVEY)

FLORIDA POWER AND LIGHT UTILITY

LINE CROSSING EASEMENT

NO SHALLOWER THAN -48' MLW

(SEE SECTION 35 20 23, PARAGRAPH

"KNOWN UTILITIES")

E

B

B

F

L

O

O

D

S I N G E R I S L A N D

P E A N U T I S L A N D

CB-5

R

G

R

G

R

I E

S

R

G

R G

E

R G

E

R

G

E

V

A

R

I E

S

C U

T -2

E

N

T

R

A

N

A

N

N

E

L

R G

E

R

G

P

B H

E M

D C

N

D

W G

W

R

E I L

L Y

C

D

E A

N

E

M

A R

I N

E

M

A R

I N

S T

A

C

T

O

S

T A

T

D R

E D

G I N

G

P

L A

N

C I V

I

C-02

DREDGING PLAN

SCALE: 1" = 100'

N

100' 200'0

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

A

B

C

D

E

F

G

H

J

K

L

M

N

P

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

Q

R

S

T

U

V

W

X

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

C K

S O

N V

I L

L E

D

I S

T R

I C

T

S

R

V

D

J A

C K

S O

N V

I L

L O

R I D

A

P R

I N

T E

D

D

A T

E

F I L

E

N

A M

E

A N

S I

E

P A

A

R

B O

R

M

A I N

T E

N A

N C

E

D

R E

D G

I N

G

E N

T R

A N

A

N N

T

T L

I N

G

B

A S

I N

F

O O

T

P

R O

J E

C T

P A

A

U

N T

Y

F

L O

R I D

A

W

E P

B

NOT TO SCALE

KEY PLAN

A T L A N T I C

O C E A N

C

C-01

C-03

SHEET GENERAL NOTES

1. NO ANCHORING, STORAGE, STAGING, OR STOCKPILING OF VESSELS

OR EQUIPMENT WITHIN 5 METERS OF HARDBOTTOM OR SAV.