GROUP4-10-R-J032_Plans.pdf

PDF 7 MB Posted Jul 17, 2017

Attached to: Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, Entrance Channel, Southern and Northern Turning Basins, and Settling Basins, Palm Beach County, Florida
Solicitation number: GROUP4-10-R-J032
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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GROUP4-10-R-J032 Plans

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Revision_0001_GROUP4-10-R-J032.pdf	PDF	Aug 2, 2017
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GROUP4-10-R-J032_VOL1.pdf	PDF	Jul 17, 2017

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$AFETY PAY$

Risk

Lower

Quality

Increased

In Many Ways!

Jacksonville District of Engineers

US Army Corps

P ro du ct iv ity

In cr ea se d

DEPARTMENT OF THE ARMY

JACKSONVILLE, FLORIDA

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

TO ACCOMPANY INVITATION

PLANS FOR

114293-PBH15-GI001COV.dgn

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

NO. GROUP4-10-R-J032

PALM BEACH HARBOR

PALM BEACH COUNTY, FLORIDA

33-FOOT PROJECT

ADVANCED MAINTENANCE DREDGING

MAINTENANCE AND

TURNING BASINS, AND SETTLING BASINS

ENTRANCE CHANNEL, SOUTHERN AND NORTHERN

SINGER ISLAND

GENERAL NOTES:

PALM BEACH

PORT OF

PALM BEACH

TOWN OF

TURNING BASIN

NORTHERN

FOR COORDINATES

REFER TO DRAWING C-04

OPEN WATER STAGING AREA

SEAGRASSESSEAGRASSES

SETTLING BASINS

AND D.A. PERMIT 10374)

(REFER TO DEP PERMIT 0216012-007-JC

TOP OF PIPE: -52 FEET MLLW OR DEEPER

(2) TWO 12" SAND TRANSFER PLANT PIPELINE CROSSINGS

G-02

-P

B H

-G

I0 in d .d g n

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

S T

A T .B

GENERAL

CIVIL

DWG NO. TITLE

INDEX TO DRAWINGS

ABBREVIATIONS

LEGEND:

L A K E W O R T H

G E

N E

R A

1000'500'0500'

VICINITY MAP

ENTRANCE CHANNEL

TURNI

BASI

SOUTHERN

INFO

PROJECT CHANNEL

AIDS TO NAVIGATION

CHANNEL LIMITS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

APPROXIMATE

CENTERLINE

ELEVATION (FEET)

MLLW

NAVD88

STA.

RGE.

NORTH AMERICAN VERTICAL DATUM OF 1988

RANGE

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

S. SOUTH

NO. NUMBER

N. NORTH

DRAWING

DISPOSAL AREA

W. WEST

VERTICAL

N.T.S. NOT TO SCALE

P.I. POINT OF INTERSECTION

APPROX.

E.C. ENTRANCE CHANNEL

MEAN HIGH WATERMHW

MLW MEAN LOW WATER

EAST

MEAN LOWER LOW WATER

STATION

C/L

D/A

DWG.

HORIZONTAL

NGS NATIONAL GEODETIC SERVICE

PERMANENT IDENTIFIERPID

FT FOOT

TURNING BASINT.B.

HORZ.

VERT

G-01

G-02

CHANNEL CONTROL DATA

COVER SHEET

DREDGING PLAN - E.C. STA. 56+00 THRU CUT-2 STA. 86+00

DREDGING PLAN - E.C. STA. 25+00 THRU E.C. STA. 56+00

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

C-02

G-03

C-03

C-04

C-05

FDEP RANGE MONUMENT

ELEVATION AND LOCATION

49.5

LOCATION

S T

A E .C

CHANNEL C/L PI POINTS

C-06

SEAGRASSES

PROJECT OVERVIEW

DREDGING CROSS SECTIONS

LIMITS TCEJROP

P R

O J

E C

T O

V E

R V

GRAPHIC SCALE

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

C-01 DREDGING PLAN - E.C. STA. 0+00 THRU E.C. STA. 25+00

C-07

DREDGING CROSS SECTIONS

CORE BORING

SOIL SAMPLE

VIBRACORE

SOIL SAMPLE

VB-LWI2012-08

CB-PBH91-5

R-81 R-81

ELEMENT

PROJECT

AREA

DREDGE

TOTALSVOLUME

DEPTH

REQUIRED

VOLUME

OVERDEPTH

ALLOWABLE

BASE

OPTION A

ENTRANCE CHANNEL

SOUTHERN TURNING BASIN

NORTHERN TURNING BASIN

31,000

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

REQUIRED DEPTH AND OVERDEPTH VOLUMES INCLUDE SHOALING ANTICIPATED TO OCCUR

NOTE:

DISPOSAL AREA - BEACH

21,000

3,000

18,000

65,000

11,000

25,000

29,000

86,000

14,000

25,000

47,000

BASE TOTALS

DREDGING AREA (BASE)

DREDGING AREA (OPTION A)

EXPANDED SETTLING BASIN

EXTENDED SETTLING BASIN

SETTLING BASIN

151,000120,000

4. SEE DWG. NO. C-01 FOR CHANNEL SURVEY NOTES.

3. SEE DWG. NO. G-03 FOR CHANNEL CONTROL DATA.

CONSTRUCTION OF THIS PROJECT.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION

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

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY

1 DREDGING AREA DESIGNATOR

R-80.35

PIPELINE CROSSING

SAND TRANSFER PLANT

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

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

CANAVERAL

ST AUGUSTINE

GAINESVILLE

WEST PALM BEACH

FLORIDA

GULF OF MEXICO

OF WORK

LOCATION

R-80

R-79

R-78

R-77

R-76

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

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P L

O T S

C A

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C O

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C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

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DEPENDS ON YOU

SAFTEY ON THIS JOB

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J .E .B

P A

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C H H

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L O

M .R .2 /D .B .V

E N

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A N

C E C

H A

N N

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U T

H E

R N A

N D N

O R

T H

E R

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G B

A S

A N

D S

E T

T L

G B

A S

M A

T E

N A

N C

E A

N D A

D V

A N

C E

D M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

CUT-1

Y=890,000

Y=889,000

Y=888,000

Y=887,000

Y=885,000

Y=886,000

Y=884,000

Y=883,000

Y=882,000

X ,0

CUT-

PEANUT ISLAND

A P

P R

O X ,8

E E

B E

A C

H D

O S

A L A

R E

Y=891,000

Y=890,000

Y=889,000

Y=888,000

Y=887,000

Y=886,000

Y=885,000

Y=884,000

X ,0

CHANNEL CONTROL DATA NOTES:

RGE. -800

BASIN

SETTLING

EXTENDED

(SEE INSET ABOVE)

SETTLING BASIN

RGE.

ARI

R G

E V

A R

RGE. VARIES

R G

V A

R G

V A

RGE. VARIES

V A

S R

G E

VARIES

RGE. RGE.

VARIE

VARI

RGE.

RGE. VARIES

RGE. 200

RGE. 00

RGE. 400

RGE. 00

RGE. 1

RGE.

RGE. 3

RGE. 0

4 12

S6 S1

S T

A .2

U T -1

S T

A .2

U T -2

S T

E .C

S T

A T .B

ENTRANCE CHANNEL

CUT-1

C U

T-

BASIN

TURNING

NORTHERN

IIII

VI BASIN

TURNING

SOUTHERN

S T

A .9 C

-2

A .0 T .B

S T

A .4

E .C

S T

A .4

U T -1

POINTS

CHANNEL

SETTLING BASIN

NORTHERN TURNING BASIN

CHANNEL / HARBOR LIMITS

POINTS

P.I.

CHANNEL CENTERLINE

III

PLANE COORDINATES (NAD83(90)

(X) EASTING (Y) NORTHING

S11

S10

PLANE COORDINATES (NAD83(90)

(X) EASTING (Y) NORTHINGPOINTS

CHANNEL

PLANE COORDINATES (NAD83(90)

(X) EASTING (Y) NORTHINGPOINTS

CHANNEL

PLANE COORDINATES (NAD83(90)

(X) EASTING (Y) NORTHING

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION;

AD2870

BBBZ46

969,690 SC

971,557.10

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

A 310

WOLFE

3.17

5.02

887,160 SC

888,070.30

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

5.64

N/A

THE JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR �KTD� FILE NAME.

KINEMATIC TIDE DATUM MODEL (KTD FILE), REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY FROM

REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO DUPLICATE A PROJECT SURVEY SHALL OBTAIN THE

THE �KTD FILE� REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW 5.

AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

DISCREET POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A RESULT OF THIS, THE KTD FILE

VDATUM COVERAGE, OR GROSS DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT

NOT FOUND IN THE VDATUM MODEL. THESE EDITS ARE A RESULT OF EITHER OMISSIONS IN THE ORIGINAL

CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS

DATUM GRID FILE (KTD) FOR USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

TIDAL MODEL VERSION 01, RELEASE 9 APRIL 2010. THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM THE NOAA VDATUM HYDRODYNAMIC

TIDAL MODEL: 4.

VERTICAL DATUM OF 1988 (NAVD88).

1983-2001 NATIONAL TIDAL DATUM EPOCH. ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER (MLLW), BASED ON THE NOAA

VERTICAL REFERENCE SYSTEM: 3.

CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

CHANNEL WIDTHS AND LIMITS CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER

RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND OFFSET COORDINATES ARE

COORDINATES ARE SHOWN IN THE FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)� EAST ZONE (0901).

BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS). GRID

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN DATUM OF 1983 (NAD83), HORIZONTAL REFERENCE SYSTEM: 2.

REVISION 29 OCTOBER 2012

PALM BEACH HATBOR FRAMEWORK REPORT 1.

ORTHOMETRIC HEIGHTS IN THE NOTES OF THE SUBJECT SURVEY.

THE CURRENT NOAA/NGS GEOID MODEL IS USED TO REDUCE OBSERVED ELLIPSOID HEIGHTS TO NAVD88 8.

THE PPCPs LISTED ABOVE.

KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO)

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS PERFORMED UTILIZING REAL-TIME

CONSTRUCTION SURVEY POSITIONING CRITERIA: 7.

3.17 5.84 N/A N/A AD2870 A 310

5.01 N/A888,070.32 971,557.04 BBBZ71 WOLFE

X-EASTING Y-NORTHING NAVD88 MLLW (83-01) DESIGNATIONPID

PPCP: TIDE GAGE FOR MLLW CALIBRATION872 2588 PALM BEACH

NOAA TIDE GAUGE

PPCP ENTIRE PROJECTBBBZ46 [OPUS/DB]WOLFE

PPCP ENTIRE PROJECTAD2870 [NGSIDB] A 310

PCHANNEL REACH NGSIDB/OPUS NSRS PPCP

FOR THE PPCP. IF DIFFERENCES ARE FOUND TO EXIST, ALERT USACE PERSONNEL FOR FURTHER DIRECTION.

NOAA CO-OPS NWLON DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAGE STATION ID SHOWN

AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, AND/OR

PPCP COORDINATE AND ELEVATION DATA ARE PUBLISHED BELOW, AND SHOULD BE VERIFIED FOR CHANGES

PRIMARY PROJECT CONTROL POINTS (PPCP): 6.

CONSISTENT WITH THOSE DETAILED IN THE SURVEY NOTES MUST BE EMPLOYED TO ACHIEVE A COMPARABLE RESULT.

THE SURVEY NOTES CORRESPONDING TO THE SURVEY IN QUESTION. IN ADDITION TO THESE PARAMETERS, FIELD METHODS

ORTHOMETRIC/TIDAL DATUM CORRECTION FILES OR SETTINGS, AND TIDAL CALIBRATION SITES EXPLICITILY DETAILED WITHIN

9. ANY ATTEMPT TO REPRODUCE THE FIELD SURVEYS SHOWN IN THESE PLANS WILL USE THE SURVEY CONTROL, GEOID MODEL, 200'100'0100'

RGE. -300

RGE. -100

RGE. 0

RGE. -50

BASIN

SETTLING

EXPANDED

SETTLING BASIN

S3 S2

S10

S11S T

A E .C

S T

A E .C

S T

A .3

E .C

S T

A .3

E .C

A 310

WOLFE

G-03

G E

N E

R A

-P

B H

-G

I0 c o n .d g n

C H

A N

N E

L C

O N

T R

O L D

A T

INSET GRAPHIC SCALE

Y=892,000

Y=893,000

GRAPHIC SCALE

600'300'0300'

887,879.57

888,629.46

888,619.81

888,128.66

888,119.88

887,834.84

887,884.84

887,878.70

887,928.69

887,919.92

887,819.93

972,621.14

972,634.30

973,184.22

972,675.52

973,175.45

972,320.31

972,321.19

972,671.14

972,672.01

973,171.94

973,170.18

885,752.89

886,687.13

887,143.74

887,670.87

887,607.68

887,563.81

965,716.38

967,763.25

968,763.66

970,265.67

973,866.54

976,366.18

887,363.84

887,407.71

887,463.98

887,397.33

887,004.46

886,385.54

885,147.89

885,171.10

886,570.83

886,550.50

886,823.59

887,283.02

887,868.95

887,807.65

887,763.78

976,362.67

973,863.03

970,656.41

969,939.22

968,819.75

967,900.90

967,225.56

966,015.79

966,042.66

967,102.64

967,700.97

968,707.57

970,377.10

973,870.05

976,369.69

966,017.71

966,018.56

965,964.05

965,804.08

965,813.77

965,890.19

966,283.12

966,518.17

966,750.44

966,741.84

886,571.31

886,615.60

886,641.65

886,644.72

887,149.63

887,223.18

887,215.63

886,851.06

886,706.57

886,557.42

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D A

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B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

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R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

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C K

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N V

L E F

L O

J A

C K

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DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

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M E

N T O

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R M

Y M .L .C

J .E .B

P A

L M B

E A

C H H

A R

B O

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L O

M .R .2 /D .B .V

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A N

C E C

H A

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A S

M A

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N A

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E A

N D A

D V

A N

C E

D M

T E

N A

N C

E D

R E

D G

-F

O O

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R O J

S T

E R

L Y L

F P

R O J E

C T S

T A

E .C

.3 9.

4 55

.6 3.

6 53

SURVEY NOTES CHANNEL

TIDE STAFF LOCATED FROM "A 310" (PID: AD2870)

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

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

OF 1983 (NAD83).

FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

SIGN.

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

(KTD) MODEL. KTD FILE NAME IS: "PALM BEACH-BROWARD_2016 05 26.KTD".

GPS AND REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDE DATUM

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

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

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

1. REFER TO SURVEY NO. 17-130.

WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY

OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION

MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

TURNING BASIN SV-FLORIDA II 28 APR 2017

SV-FLORIDA II 27 APR 2017 ENT. CH., CUTS 1 & 2, TURNING BASIN, SETTLING BASINS

CUT VESSEL DATE OF SURVEY

OPERATING AT 240 KHZ. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC 2024 MULTI-BEAM SYSTEM

NOAA TIDAL STATION 872-2588, PORT OF W. PALM BEACH, LAKE WORTH (PID: AD2870)

TIDE GAGE SITES SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE

ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS USED AND CALIBRATED

1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

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

3 52

0 52

.3 8.

.0 8.

C-01

D R

E D

G P

L A

200'100'0100'

NOTE:

Y= 886,500

Y= 887,000

Y= 887,500

Y= 888,000

Y= 888,500

Y= 889,000

ATLANTIC OCEAN

RGE. 00

RGE. 200

RGE. 400

RGE. 00

RGE. 200

RGE. 400

S T

H R

U S

T A

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW, GENERAL NOTES AND MAPS.

GRAPHIC SCALE

M A

T C

H L

D W

N O

- 0

T A

E .C

S T

A d \C -1 .d g n

ENTRANCE CHANNEL

NO DREDGING ON THIS SHEET

PLANE COORDINATES

AIDS TO NAVIGATION

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

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S O

F E

N G

E E

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DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

Y M .L .C

J .E .B

P A

L M B

E A

C H H

A R

B O

R F

L O

M .R .2 /D .B .V

E N

T R

A N

C E C

H A

N N

E L

S O

U T

H E

R N A

N D N

O R

T H

E R

T U

R N

G B

A S

A N

D S

E T

T L

G B

A S

M A

T E

N A

N C

E A

N D A

D V

A N

C E

D M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

LT. BUOY-2 (02/17) 887,911974,738

"RLB-2"

C B -P

B H -1

B -4

V B -L

W I2

-0

.6 9.

V C -0 -0

RGE. -800

NORTH JETTY

SOUTH JETTY

APPROX. SHORELINE

AND D.A. PERMIT 10374)

(REFER TO DEP PERMIT 0216012-007-JC

TOP OF PIPE: -52 FEET MLLW OR DEEPER

(2) TWO 12" SAND TRANSFER PLANT PIPELINE CROSSINGS

C-02

D R

E D

G P

L A

200'100'0100'

NOTE:

Y= 886,500

Y= 887,000

Y= 887,500

Y= 888,000

Y= 888,500

Y= 889,000

-P

B H

-C

N p ln .d g n

LAKE WORTH INLET

ALLOWABLE OVERDEPTH

PLUS 2-FOOT

ALLOWABLE OVERDEPTH

PLUS 2-FOOT

37-FOOT REQUIRED DEPTH 39-FOOT REQUIRED DEPTH

ATLANTIC OCEAN

RGE. 00

RGE. 200

RGE. 400

RGE. 200

RGE. 400

S T

H R

U S

T A

EXPANDED SETTLING BASIN

EXTENDED SETTLING BASIN

RGE. -50

GRAPHIC SCALE

M A

T C

H L

N O

C -0

T A

E .C

S T

M A

T C

H L

E D

W G

C -0

T A

E .C

A L

L O

W A

B L

E O

V E

R D

E P

T H

P L

U S -F

O O

-F

O O

T R

E Q

E D D

E P

T H

RGE. 00

2. OPTION "A" INCLUDES ALL SETTLING BASINS.

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW, GENERAL NOTES AND MAPS.

C-05

PLANE COORDINATES

AIDS TO NAVIGATION

V B -L

W I2

-0

C B -P

B H -7

C B -L

W I1

-1

C B -2

C B -3

C B -L

W I1

-1

C B -L

W I1

-1

C B -L

W I1

-1

C B -L

W I1

-1

C B -L

W I1

-1

C B -L

W I1

-2

C B -P

B H -3

C B -P

B H -2

V B -L

W I2

-0

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

Y M .L .C

J .E .B

P A

L M B

E A

C H H

A R

B O

R F

L O

M .R .2 /D .B .V

E N

T R

A N

C E C

H A

N N

E L

S O

U T

H E

R N A

N D N

O R

T H

E R

T U

R N

G B

A S

A N

D S

E T

T L

G B

A S

M A

T E

N A

N C

E A

N D A

D V

A N

C E

D M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

S T

LT. BUOY-3 (02/17)

LT. BUOY-4 (02/17)

887,224

887,851

972,805

971,602

"GLB-3"

"RLB-4"

SETTLING BASIN

ENTRANCE CHANNEL

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

P.I. STA. 0+00 CUT-1

.8 40

CB-1

CB-L

-5

CB-P

BH91

-5

CB-8

CB-L

-10

CB-7

CB-6

VB-L

-08

CB-5

CB-L

-11

CB-P

BH95

-8

.2 40

.2 .2

.5 39

.2 39

.0 39

.9 38

.8 38

P.I. STA. 15+91.82 CUT-1

P.I. STA. 0+00 CUT-2

.5 38

PLANE COORDINATES

AIDS TO NAVIGATION

LT-5 (02/17) 970,664 887,432

LT. BUOY-6 (02/17) 970,625 887,879

LT. BUOY-7 (02/17) 970,010 887,402

969,320 887,571

968,796 886,942

968,221 887,144

LT-8 (02/17)

LT-9 (02/17)

LT-10 (02/17)

9.6

9.1

8.9

8.6

8.4

3 8.

8.3

8.2

8.0

7.6

7.5

7.4

7.1

6.7

6.6

6.1

APPROX. SHORELINE

NORTH JETTY

NOTE:

200'100'0100'

C-03

D R

E D

G P

L A

S T

T H

R U S

T A

U T -2

-P

B H

-C

N p ln .d g n

M A

T C

H L

N O

C -0

T A

U T -2

Y= 888,000

Y= 887,500

Y= 887,000

Y= 886,500

Y= 886,000

Y= 885,500

M A

T C

H L

N O

C -0

T A E .C

S T

A E .C

S T

A C

U T -1

S T

A C

U T -1

S T

A C

U T -1

S T

A C U

T -2

S T

A C

U T -2

TOWN OF PALM BEACH

SINGER ISLAND

LAKE WORTH

RGE. 400

RGE. 200

RGE. 0

RGE. V

ARIES

RGE. 300

RGE. 150

RGE. 300

RGE. VARIES

RGE. 0

ENTRANCE CHANNEL

LAKE WORTH INLET

CUT-2

LAKE WORTH

ALLOWABLE OVERDEPTH

PLUS 2-FOOT

37-FOOT REQUIRED DEPTH

S T

A .4

E .C

RGE. 0

2. SEE DRAWING C-01 FOR SURVEY NOTES.

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW, GENERAL NOTES AND MAPS.

GRAPHIC SCALE

SOUTH JETTY

VB-L

-11

CB-1

CB-L

-5

CB-P

BH91

-5

CB-8

CB-L

-10

CB-7

CB-6

VB-L

-08

CB-5

CB-L

-11

CB-P

BH95

-8

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

DEPENDS ON YOU

SAFTEY ON THIS JOB

D E

P A

R T

M E

N T O

F T

H E A

R M

Y M .L .C

J .E .B

P A

L M B

E A

C H H

A R

B O

R F

L O

M .R .2 /D .B .V

E N

T R

A N

C E C

H A

N N

E L

S O

U T

H E

R N A

N D N

O R

T H

E R

T U

R N

G B

A S

A N

D S

E T

T L

G B

A S

M A

T E

N A

N C

E A

N D A

D V

A N

C E

D M

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J

E C

CUT-1

"RLM-10"

"GLM-9"

"GLB-7"

"RLB-6"

"GLM-5"

"RLM-8"

-L

W I2

-1

C B -W

P -1

C B -W

P -6

C B -W

P -7

C B -P

B H -1

C B -2

V B -L

W I2

-1

C B -W

P -1

C B -L

W I1

-3

V B -L

W I2

-1

C B -3

C B -P

B H -6

C B -W

P -1

C B -W

P -1

C B -L

W I1

-4

V B -L

W I2

-1

C B -W

P -2

T .B .6

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File details come from the government source that posted it. Updated Nov 14, 2017.