B.08.02 Plans, Palm Beach O&M.pdf

PDF 4 MB Posted Aug 14, 2020

Attached to: PALM BEACH HARBOR MAINTENANCE DREDGING, 33-FOOT PROJECT, ENTRANCE CHANNEL AND SETTLING BASIN PALM BEACH COUNTY, FLORIDA
Solicitation number: GROUP1-18-R-J020
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Revision 0001 Palm Beach Harbor.pdf	PDF	Aug 28, 2020
B.08.02 GDR, Palm Beach O&M.pdf	PDF	Aug 14, 2020
B.08.02 Solicitation, Palm Beach O&M.pdf	PDF	Aug 14, 2020

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US Army Corps of Engineers ®

JACKSONVILLE DISTRICT

PALM BEACH HARBOR MAINTENANCE DREDGING

33-FOOT PROJECT, ENTRANCE CHANNEL

AND SETTLING BASIN, PALM BEACH COUNTY, FLORIDA

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STATE OF FLORIDA

PALM BEACH COUNTY

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SOLICITATION NO.: GROUP1-18-R-J020

TOWN OF

PALM BEACH

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ATLANTIC OCEAN

SHEET ID

G-01

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SHEET INDEX

SHEET TITLE

GENERAL

COVER AND SHEET INDEX

ABBREVIATIONS, SYMBOLS AND SURVEY NOTES

PROJECT OVERVIEW

CHANNEL CONTROL DATA

CIVIL

DREDGING PLAN - STA. 25+00 E.C. THRU STA. 58+00 E.G.

DREDGING CROSS SECTIONS

DISPOSAL PLAN - NEARSHORE DISPOSAL AREA

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FULL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

C-16

DRAWING AREA PLAN TITLE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

49.5

PID AF3134

PROJECT CHANNEL

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

LEGEND - NAVIGATION

CB-JH99-22

CORE BORING

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

CROSS SECTION

200'0 100'

PLAN

SCALE: 1" = 100'

SCALE REFERENCE

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

SCALE REFERENCE

SCALE: HORIZONTAL 1" = 200' VERTICAL 1" = 20'

GRAPHIC SCALE

SHOWN

DRAWING WHERE

G E

N E

R A

SURVEY NOTES - CHANNEL

A B

B R

E V

N S S

Y M

B O

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N D S

U R

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O T

E S

G-02

SEA GRASS LIMITS

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TURNING BASIN

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE AREA

CUBIC YARD

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

VERT

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

IWW

INV

HORZ

FDOT

FDEP

EOB

EL / ELEV

ECL

DWG

DMMA

CHN.

CBL

BLVD

APPROX

C - CIVIL

G - GENERAL

-P

B H

M D -G

I0 .d g n

SURVEY NOTES - NEARSHORE DISPOSAL AREA

COASTLINE

EXISITNG BOTTOM

DREDGING AREAS (BASE)

DREDGING AREAS (OPTION A)

WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

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 BASINJUN 2020 SB-4811

ENT. CH., SETTLING BASIN, CUTS 1 & 2 JUN 2020 SB-4810

CUTDATE OF SURVEYVESSEL

BEAM AND SIDESCAN SYSTEM. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205 COMBINED MULTI-

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

ASSOCIATED BELOW:

USED TO CALIBRATE TO THE PUBLISHED MLLW HEIGHT OF THE BENCHMARK

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

1983-2001 AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC

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

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

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: "PALMBEACH_2018 05 03.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. 20-194.

CHANNEL CONTROL NOTES

& TIDE CALIBRATION POINT

VERTICAL CONTROL

SYMBOLS SHOWN ON THIS SHEET.

ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR

5. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE

4. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR

CENTERLINE.

SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE CHANNEL

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

SYMBOL (+).

REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS

AND TIDAL CALIBRATION/VERIFICATION STATIONS, OR BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR

REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS FOR THE APPLICABLE PROJECT KTD FILE NAME

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

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

NOAA’S VDATUM PROGRAM AND PUBLISHED NOAA TIDE GAUGE INFORMATION. THE RELATIONSHIP BETWEEN

2. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON

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

THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

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

ALL LINES13-14 JUNE 2018TOPOGRAPGHIC

ALL LINES07 JUNE 2018SB-48 (HYDRO)

RANGEDATE OF SURVEYSURVEY VESSEL

SINGLE BEAM TRANSDUCER AND A TRIMBLE R8 GPS RECIVER.

6. VERTICAL MEASURMENTS WERE MADE USING A ROSS SMARTSOUNDER DUAL FREQUENCY 28/200 KHZ

FOLLOWING REFERENCE BASE LOCATION: “WOLFE”(NGS/OPUS PID: BBBZ46).

5. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING WITH THE

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

1988 (NAVD88).

3. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83).

2. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST

1. REFER TO SURVEY 18-190.

SURVEYING, 30 NOV 2013.

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

8. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS

SURVEY.

AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF

DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE

PLANS.

ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED WITHIN THESE

CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD” FILE NAME AND GEOID MODEL

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

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

(RTN) GPS OBSERVATIONS, AND BE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs

UTILIZING REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK-GPS) OR REAL-TIME NETWORK

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS MUST BE PERFORMED

:CONSTRUCTION SURVEY POSITIONING CRITERIA

ACCOMPANYING THE DESIGN SURVEY(S).

REPLICATE THE SURVEY FURNISHED HEREIN MUST USE THE SURVEY CONTROL AS TABULATED,

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

PLANS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND VERTICAL SURVEY CONTROL MARKS

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THE CONSTRUCTION

PRIMARY PROJECT CONTROL POINTS (PPCP) AND KTD TIDAL CALIBRATION SITES:

REFER TO SURVEY NOTES FOR “KTD” FILE NAME.

REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT.

ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD FILE), FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUIVALENT. ANY THIRD PARTY

PUBLISHED TIDE GAUGE DATUM VALUES AT THOSE PUBLISHED SITES. AS A RESULT OF THIS, THE KTD

RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR DISAGREEMENTS WITH THE

USED AS A STAND ALONE PRODUCT FOR THE NAVD88-MLLW CALCULATION. THESE EDITS ARE A

FILE MAY CONTAIN EDITS OR ADDITIONS DIFFERING FROM THE VDATUM MODEL IF IT WERE TO BE

VERTICAL DATUM CORRECTIONS. DUE TO ONGOING REFINEMENTS IN THE VDATUM MODEL, THE KTD

WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) ALLOWING FOR REAL TIME

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE DATE OF 06 MARCH 2018. THIS MODEL

THE NAVD88-MLLW RELATIONSHIP FOR THE EXTENTS OF THE PROJECT IS DERIVED FROM THE NOAA

TIDAL MODEL:

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

ATMOSPHERIC ADMINISTRATION (NOAA). ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH

1983-2001 NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY THE NATIONAL OCEANIC AND

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

:VERTICAL REFERENCE SYSTEM

FOR THIS PROJECT.

AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL FRAMEWORK DESIGN FILE

CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE

AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH

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

(NSRS). GRID COORDINATES ARE SHOWN IN THE FLORIDA STATE PLANE COORDINATE SYSTEM

(NAD83), BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL SPATIAL REFERENCE SYSTEM

THE HORIZONTAL REFERENCE FRAME FOR THIS PROJECT IS THE NORTH AMERICAN DATUM OF 1983

:HORIZONTAL REFERENCE SYSTEM

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G -F

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GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

FT. LUDERDALE

WEST PALM BEACH

R-80

R-79

R-78

R-77

R-76

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

A 310 RESET

WOLFE

BBGN25

BBBZ46

887,140 SC

888,070.30

969,670 SC

971,557.10

4.13

5.02

6.62

N/A

HORIZONTAL CONTROL.

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

WOLFE

A 310 RESET

SURVEY CONTROL - SURVEY NO. 18-190 AND 20-194

500' 1000'0

PROJECT OVERVIEW

G E

N E

R A

P R

O J E

C T O

V E

R V

PEANUT ISLAND

SINGER ISLAND

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

S T

A T .B

L A K E W O R T H

ENTRANCE CHANNEL

CUT-1

CUT-

TURNI

BASI

SOUTHERN

TURNING BASIN

NORTHERN

S T

A E .C

SEAGRASSESSEAGRASSES

SETTLING BASIN

PIPELINE CROSSING

SAND TRANSFER PLANT

PALM BEACH

TOWN OF

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

R-81 R-81

Y= 880000

Y= 882500

Y= 885000

Y= 887500

Y= 890000

Y= 892500

Y= 895000

Y= 892500

G-03

-P

B H

-G

I0 .d g n

PROJECT LIMITS

PROJECT TOTALS 39,000 109,000

PALM BEACH

PORT OF

NOTE:

LOCATION

(FT)

DEPTH

REQUIRED

DEPTH

REQUIRED

VOLUME TO

OVERDEPTH

ALLOWABLE

VOLUME IN 2-FT

VOLUME

TOTAL

37/39

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE SHOALING ANTICIPATED

33,00042,000 75,000

6,000

STA. 32+00 TO STA. 56+00

ENTRANCE CHANNEL

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

SETTLING BASIN (OPTION A)

NEARSHORE DISPOSAL AREA

34,00028,000

70,000

(SEE NOTE 1)

STA. 58+00 CERTIFICATION REQUIRED LINE (CRL-C)

SHEET GENERAL NOTES

OF DREDGE PLANTS SEAWARD OF THE CRL-C.

SEE SECTION 35 20 23 DREDGING FOR REQUIREMENTS FOR OPERATION 1.

PLANE COORDINATES

CORNER

966,615.85 885,072.97

967,296.82 885,094.64

966,655.97 884,825.88

967,272.96 884907.16

AREA COORDINATES

OPEN-WATER STAGING

(SEE TABLE FOR COORDINATES)

OPEN WATER STAGING AREA

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U S

L E

R G

R O

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P A

L M B

E A

C H H

A R

B O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

P A

L M B

E A

C H C

O U

N T

Y F

L O

E N

T R

A N

C E C

H A

N N

E L A

N D S

E T

T L

G B

A S

A U

G U

S T

RGE. 200

RGE. 00

RGE. 400

RGE. 00

RGE. 1

RGE.

RGE. 3

RGE. 0

4 12

S T

A . 7

U T -2

S T

A . 7

U T -1

S T

E .C

S T

A . 2

T .B

ENTRANCE CHANNEL

CUT-1

NORTHERN

TURNING

BASIN

IIII

SOUTHERN

TURNING

BASIN

S T

A . 0

.0 T .B

S T

A . 8

.9 C

U T -2

A . 6

U T -1

S T

A . 6

E .C

CUT-2

III

S11

S10

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

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

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

CHANNEL CENTERLINE

SETTLING BASIN

CHANNEL / HARBOR LIMITS

NORTHERN TURNING BASIN

(Y) NORTHING(X) EASTING

PLANE COORDINATES (NAD83(90)

(X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90)

(Y) NORTHING(X) EASTING

PLANE COORDINATES (NAD83(90)

(X) EASTING (Y) NORTHINGPOINTS

CHANNEL

POINTS

CHANNEL

POINTS

P.I.

POINTS

CHANNEL

S3 S2

S10

S11

RGE. -300

RGE. -100

RGE. 0

RGE. -800

S T

A E .C

S T

A .3

E .C

S T

A .3

E .C

S T

A E .C

CHANNEL CONTROL DATA

G E

N E

R A

300' 600'0

Y=891,000

Y=890,000

Y=889,000

Y=888,000

Y=887,000

Y=886,000

Y=885,000

X ,0

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

SVARIES

RGE.

RGE. VARIES

Y=892,000

Y=893,000

C H

A N

N E

L C

O N

T R

O L D

A T

G-04

SETTLING BASIN

EXTENDED SETTLING BASIN

EXPANDED SETTLING BASIN

G-04

SETTLING BASIN ENLARGED PLAN

-P

B H

M D -G

I0 .d g n

X ,0

G-04

3 3

9 8.

7 5.

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

Y= 886,500

Y= 887,000

Y= 887,500

Y= 888,000

Y= 888,500

Y= 889,000

NORTH JETTY

SOUTH JETTY

APPROX. SHORELINE

RGE. 00

RGE. 200

RGE. 400

RGE. 200

RGE. 400

S T

RGE. -50

ENTRANCE CHANNEL

RGE. 00

EXTENDED SETTLING BASIN

EXPANDED SETTLING BASIN

100' 200'0

D R

E D

G P

L A

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

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

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

E N T R A N C E C H A N N E L

P A L M B E A C H

T O W N O F

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

DREDGING PLAN

C-01

S T

A E .C T

H R

U S

T A E .C

SCALE: 1" = 100'

RGE. -100

-P

B H

M D -C

N .d g n

S T

OPTION A

S T

37-FOOT REQUIRED DEPTH

S T

39-FOOT REQUIRED DEPTH

BASE

PLUS 2-FOOT ALLOWABLE OVERDEPTHPLUS 2-FOOT ALLOWABLE OVERDEPTH

PLUS 2-FOOT ALLOWABLE OVERDEPTH

35-FOOT REQUIRED DEPTH

RGE. 250

S T

A E .C

S T

A E .C

EBB

FLOOD

S T

OPERATION OF DREDGE PLANTS SEAWARD OF THE CRL-C.

SEE SECTION 35 20 23 DREDGING FOR REQUIREMENTS FOR

CERTIFICATION REQUIRED LINE (CRL-C) LOCATED AT STA. 58+00.

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY20\080 - Plans\05 Civil\C-01

D R

A W

G D

A T

E N

A M

A N

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

E A

U S

L E

E A

U S

L E

R G

R O

U P -1

-R -J

M A

P A

L M B

E A

C H H

A R

B O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

P A

L M B

E A

C H C

O U

N T

Y F

L O

E N

T R

A N

C E C

H A

N N

E L A

N D S

E T

T L

G B

A S

A U

G U

S T

SETTLING BASIN

KEY PLAN

NOT TO SCALE

O C E A N

A T L A N T I C

C-01

PLANE COORDINATES

AIDS TO NAVIGATION

LT. BUOY-3 (06/20)

LT. BUOY-4 (06/20)

972,785 887,237

971,508 887,882

LT. BUOY-6 (06/20)

970,661 887,420

970,589 887,897

LT-5 (06/20)

"LT-5"

"GLB-3"

"RLB-4""RLB-6"

CB-LWI-PSB01-7

CB-PBH95-1

CB-PBH95-2

CB-PBH95-3

CB-PBH95-4

CB-PBH95-5

CB-PBH95-6CB-PBH95-7

CB-PBH95-8

CB-LWI-SB01-2 CB-LWI-SB01-3

CB-LWI-SB01-4

CB-LWI-PSB01-9CB-LWI-PSB01-8

CB-LWI-PSB01-6

CB-LWI-PSB01-5

CB-LWI-PSB01-4

CB-LWI-PSB01-1

CB-LWI-PSB01-2 CB-LWI-PSB01-3

C R

O S

S S

E C

N S

C-02

D R

E D

-P

B H

M D -C

N .d g n

SHEET GENERAL NOTES

"SIDE SLOPES" FOR SIDE SLOPE DREDGING.

SEE SPECIFICATIONS SECTION 35 20 23 PARAGRAPH TITLED

CONTRACTUAL PAYMENT PROPOSES ONLY.

2. SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR

THE CONTRACTING OFFICER.

PILING, OR ANY OTHER STRUCTURE EXCEPT AS DIRECTED BY

1. NO DREDGING WILL BE PERMITTED WITHIN 25' OF ANY PIER,

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY20\080 - Plans\05 Civil\C-02

D R

A W

G D

A T

E N

A M

A N

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

E A

U S

L E

E A

U S

L E

R G

R O

U P -1

-R -J

M A

P A

L M B

E A

C H H

A R

B O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

P A

L M B

E A

C H C

O U

N T

Y F

L O

E N

T R

A N

C E C

H A

N N

E L A

N D S

E T

T L

G B

A S

A U

G U

S T

E L E

V A

N I

N F

E E

L L

100 -100 -200 -300300400500600700

E L E

V A

N I

N F

E E

L L

ENTRANCE CHANNEL

R A

N G

R A

N G

R A

N G

C-01

CROSS SECTION AT STA. 45+00 E.C.

10' 20'0 50' 100'0

VERTICAL HORIZONTAL

C H

A N

N E

C E

N T

E R

1 1

39' REQUIRED DEPTH

2' ALLOWABLE OVERDEPTH EXISTING BOTTOM

RANGE

E L E

V A

N I

N F

E E

L L

100 -100 -200 -300300400500600700

E L E

V A

N I

N F

E E

L L

ENTRANCE CHANNEL

R A

N G

R A

N G

R A

N G

C-01

CROSS SECTION AT STA. 50+00 E.C.

10' 20'0 50' 100'0

VERTICAL HORIZONTAL

C H

A N

N E

C E

N T

E R

37' REQUIRED DEPTH

2' ALLOWABLE OVERDEPTH

EXISTING BOTTOM

RANGE

OR GREATER

CROSS CHANNEL AT A DEPTH OF 52 FT

2- 12" DIA. SAND TRANSFER PIPELINES

(BASE)

AREA TO BE DREDGED

(BASE)

AREA TO BE DREDGED

L E

V A

N I

N F

E E

L L

100 -100 -200300400500600700

E L E

V A

N I

N F

E E

L L

200 0

ENTRANCE CHANNEL

R A

N G

R A

N G

SETTLING BASINS

R A

N G

10' 20'0 50' 100'0

VERTICAL HORIZONTAL

C-01

CROSS SECTION AT STA. 35+00 E.C.

C H

A N

N E

C E

N T

E R

2' ALLOWABLE OVERDEPTH

39' REQUIRED DEPTH

35' REQUIRED DEPTH

2' ALLOWABLE OVERDEPTH

EXISTING BOTTOM

R A

N G

R A

N G

-500 -600 -700 -800 -900 1000

R A

N G

(BASE ONLY)

AREA TO BE DREDGED

-300 -400

(BASE AND OPTION A)

AREA TO BE DREDGED

RANGE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY20\080 - Plans\05 Civil\C-03

D R

A W

G D

A T

E N

A M

A N

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

E A

U S

L E

E A

U S

L E

R G

R O

U P -1

-R -J

M A

P A

L M B

E A

C H H

A R

B O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

P A

L M B

E A

C H C

O U

N T

Y F

L O

E N

T R

A N

C E C

H A

N N

E L A

N D S

E T

T L

G B

A S

A U

G U

S T

33.4 33.3

33.2 33.2

33.0 33.0

32.9

32.8 32.7

32.5

32.3

32.2

32.2 32.1

32.1

32.1 32.1

32.0

31.9

31.8

31.7 31.6

31.6

31.5

31.4 31.4

31.4

31.3

31.2

31.1

30.9

30.9 30.9

30.7

30.6

30.5

30.4 30.4

30.4

30.3 30.3

30.3

30.2

30.1 30.1

30.1

30.0

29.9 29.9

29.9

29.9 29.9

29.8

29.7

29.6

29.6 29.6

29.5

29.4 29.4 29.4

29.4 29.4

29.4

29.3

29.3 29.3

29.3

29.3 29.3

29.2

29.1

29.0

28.9

28.8 28.8

28.8

28.8 28.7

28.7

28.6 28.6

28.6

28.5

28.4

28.4 28.4

28.4

28.4 28.4 28.4

28.4

28.4 28.4

28.4

28.3

28.2

28.1 28.1 28.1

28.1

28.0 28.0 28.0

28.0

27.9 27.9

27.9

27.8 27.8

27.8

27.8 27.8

27.8

27.7

27.7 27.7

27.7

27.6

27.6 27.6

27.6

27.6 27.6

27.6

27.5

27.4

27.4 27.4

27.4

27.3

27.2

27.1

27.0

27.0 27.0

27.0

26.9

26.9 26.9

26.9

26.9 26.9

26.9

26.8

26.8 26.8

26.8

26.7

26.6 26.6

26.6

26.6 26.6

26.6

26.6 26.6

26.6

26.5

26.4

26.3

26.3 26.3

26.3

26.3 26.3

26.3

26.3 26.3

26.3

26.2

26.1 26.1

26.1

26.0

25.9

25.9 25.9

25.9

25.8

25.8 25.8

25.8

25.7

25.6

25.6 25.6

25.6

25.5

25.4

25.3

25.3 25.3

25.3

25.2

25.2 25.2

25.2

25.2 25.2

25.1

25.1 25.1

25.1

25.1 25.1

25.1

25.0

25.0 25.0

25.0

24.9

24.9 24.9

24.9

24.8

24.8 24.8

24.8

24.8 24.8

24.8

24.8 24.8

24.7

24.6

24.6 24.6

24.6

24.6 24.6

24.6

24.5

24.5 24.5

24.5

24.4

24.3

24.3 24.3

24.3

24.2

24.1

24.0

24.0 24.0

24.0

23.9 23.9

23.9

23.8

23.7

23.6

23.5

23.5 23.5

23.4 23.4

23.4

23.4 23.4

23.4

23.4 23.4

23.3

23.2

23.1

23.1 23.1

23.0

22.9

22.8

22.7

22.7 22.7

22.7

22.7 22.7

22.6

22.6 22.6

22.6

22.5

22.4

22.4 22.4

22.4

22.3 22.3

22.3

22.2

22.1

22.0

21.9

21.9 21.9

21.9

21.9 21.9

21.9

21.8

21.7

21.6

21.6 21.6

21.6

21.5

21.4

21.3

21.3 21.3

21.3

21.2

21.1

21.0

21.0 21.0 21.0

20.9 20.9

20.9

20.8

20.7

20.7 20.7

20.7

20.7 20.7

20.7

20.6

20.6 20.6

20.6

20.5

20.5 20.5

20.5

20.4

20.4 20.4

20.4

20.3

20.2

20.2 20.2

20.2

20.1

20.0

20.0 20.0

20.0

19.9

19.9 19.9

19.9

19.9 19.9

19.9

19.8

19.7

19.7 19.7

19.7

19.6

19.5

19.4

19.4 19.4

19.4

19.3

19.2

19.1

19.0

18.9

18.8 18.8 18.8

18.8

18.7

18.6

18.5

18.4

18.3

18.2

18.2 18.2

18.1

18.1 18.1

18.1

18.0 18.0

18.0

17.9

17.8

17.8 17.8

17.8

17.7

17.6

17.6 17.6 17.6

17.6

17.6 17.6

17.6

17.6 17.6

17.6

17.5

17.4 17.4

17.4

17.3

17.3 17.3

17.3

17.2

17.1

17.1 17.1

17.1

17.0 17.0

17.0

17.0 17.0

17.0

16.9 16.9

16.9

16.9 16.9

16.9

16.8

16.8 16.8

16.8

16.8 16.8

16.7

16.7 16.7

16.7

16.6 16.6

16.6

16.5 16.5

16.5

16.4

16.4 16.4

16.3

16.2

16.1

16.1 16.1

16.1

16.0 16.0

16.0

16.0 16.0

16.0

15.9

15.8

15.8 15.8

15.8

15.7

15.7 15.7

15.7

15.7 15.7

15.6

15.5

15.4 15.4

15.4

15.3

15.3 15.3

15.3

15.3 15.3

15.3

15.2 15.2

15.2

15.1

15.0

15.0 15.0

14.9

14.9 14.9

14.9

14.9 14.9

14.9

14.9 14.9

14.8 14.8

14.8

14.8 14.8

14.8

14.8 14.8

14.8

14.7

14.7 14.7

14.7

14.7 14.7

14.7

14.6 14.6

14.6

14.6 14.6

14.6

14.6 14.6

14.6

14.5

14.5 14.5

14.5

14.4

14.3 14.3

14.3

14.3 14.3

14.3

14.2

14.2 14.2

14.2

14.1

14.0

14.0 14.0

14.0

14.0 14.0

13.9

13.8

13.8 13.8

13.8

13.7

13.7 13.7

13.7

13.6

13.6 13.6

13.6

13.6 13.6

13.6

13.5

13.5 13.5

13.5

13.4

13.4 13.4

13.4

13.3

13.2 13.2

13.2

13.1

13.0

12.9

12.8

12.7

12.7 12.7

12.7

12.7 12.7

12.7

12.6

12.5

12.5 12.5

12.5

12.4

12.3

12.3 12.3

12.3

12.2

12.1

12.1 12.1

12.1

12.0

12.0 12.0

11.9

11.8

11.7

11.6

11.5

11.5 11.5

11.5

11.4

11.3

11.3 11.3

11.3

11.3 11.3

11.3

11.2

11.1

11.1 11.1

11.1

11.0 11.0

11.0

11.0 11.0 11.0

11.0 11.0

11.0

10.9

10.9 10.9

10.9

10.8

10.8 10.8

10.8

10.7

10.7 10.6

10.6

10.6 10.6

10.6

10.5

10.5 10.5

10.5

10.4

10.4 10.4

10.4

10.3 10.3

10.3

10.2

10.2 10.2

10.2

10.1

10.0

9.9

9.9 9.9

9.9

9.8 9.8

9.8

9.8 9.8

9.8

9.8 9.8

9.8

9.7

9.7 9.7

9.7

9.6

9.5

9.5 9.5

9.5

9.5 9.5 9.5

9.5

9.4 9.4 9.4

9.4

9.4 9.4

9.3

9.3 9.3

9.3

9.2 9.2

9.2

9.2 9.2

9.2

9.1

9.1 9.1

9.1

9.0

9.0 9.0

9.0

8.9

8.9 8.9

8.8

8.8 8.8

8.8

8.7

8.7 8.7

8.7

8.7 8.7

8.7

8.6

8.5

8.5 8.5

8.5

8.5 8.5

8.5

8.58.5

8.5

8.4

8.4 8.4

8.4

8.3 8.3

8.3

8.2

8.2 8.2

8.2

8.1

8.0

7.9

7.8

7.7

7.7 7.6

7.6

7.6 7.6

7.6

7.5

7.4 7.4

7.4

7.3

7.3 7.3

7.2

7.1 7.0

7.0 6.8

6.3

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

500 FT. 2,950 FT.

APPROXIMATE SHORELINE

TOWN OF PALM BEACH

(EASTERLY LIMIT ONLY)

ELEV. 19.36 FT. NAVD88

ELEV. 17.0 FT. MLW CONTOUR

(WESTERLY LIMIT ONLY)

ELEV. +0.43 FT NAVD88

MHW CONTOUR

DISPOSAL AREA

NEARSHORE

X Y

PLANE COORDINATES NAD83

R-76

R-77

R-78

R-79

970,526.07 887,242.45

970,250.40 886,049.86

970,204.68 884,867.78

NO.

MONUMENT

FDEP RANGE MONUMENTS

R-78

R-77

R-76

R-79

970,344.76 883,784.59

100' 200'0

-P

B H

M D -C

N .d g n

X= 972000

X= 971000

X= 970000

P O

S A

L P

L A

PLAN - NEARSHORE DISPOSAL AREA

N E

A R

S H

O R

E D

P O

S A

L A

R E

Y=883,781.10

X=970,690.16

Y=886,757.28

X=971,014.66

C-03

AND D.A. PERMIT 10374)

PERMIT 0216012-007-JC

OR DEEPER (REFER TO DEP

TOP OF PIPE: -52 FEET MLLW

PLANT PIPELINE CROSSINGS

(2) TWO 12" SAND TRANSFER

SOUTH JETTY

Y=886,000.34

X=970,774.55

Y=884,973.16

X=970,658.83

Y=886,757.28

X=972,025.32

Y=886,353.80

X=972,104.70

Y=885,323.33

X=971,904.82

Y=883,970.06

X=971,396.60

SHEET GENERAL NOTES

1. ELEVATIONS REFER TO NAVD(88)

Y=883,781.13

X=971,253.45

G-01

G-02

G-03

G-04

C-01

C-02

C-03

File details come from the government source that posted it. Updated Aug 14, 2020.