B.08.01_PLANS_Palm_Beach_Harbor_MD19.pdf

PDF 6 MB Posted Aug 6, 2019

Attached to: PALM BEACH HARBOR MAINTENANCE DREDGING, 33-FOOT PROJECT, ENTRANCE CHANNEL, PALM BEACH COUNTY, FL
Solicitation number: GROUP1-18-R-J007
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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C.04.01_Abstract_of_Offerors.pdf	PDF	Sep 5, 2019
GROUP1-18-R-J007_Revision_0002.pdf	PDF	Sep 2, 2019
pre-bid_sign_in_sheet.pdf	PDF	Aug 22, 2019
GROUP1-18-R-J007_REVISION_0001_DATED_082219.pdf	PDF	Aug 22, 2019
19-200_PB_ENT-CHANNEL_JUN19_MB_3X3_AVG_FLII-N.xyz	XYZ file	Aug 6, 2019
B.08.01_PBHO&M_GDR_2018_May18.pdf	PDF	Aug 6, 2019
19-200_PB_SETTLING-BASIN_JUN19_MB_3X3_AVG_FLII-N.xyz	XYZ file	Aug 6, 2019
B.08.01_Volume_I_Specs.pdf	PDF	Aug 6, 2019
19-200_PB_CUT-1-2_JUN19_MB_3X3_AVG_FLII-N.xyz	XYZ file	Aug 6, 2019
19-200_PB_TURNING-BASIN_JUN19_MB_3X3_AVG_FLII-N.xyz	XYZ file	Aug 6, 2019

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S T A T E O F F L O R I D A

I N T R A C O A S T A L

T E R W A Y

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

GENERAL

SHEET INDEX

COVER AND SHEET INDEX

PROJECT OVERVIEW

CIVIL

CHANNEL CONTROL DATA

SHEET TITLESHEET ID

P A LM B E A C H C O U N T Y

L A K E W O R T H

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

PORT OF PALM BEACH

PALM BEACH

TOWN OF

G E

N E

R A

PEANUT ISLAND

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

JACKSONVILLE DISTRICT

ABBREVIATIONS, SYMBOLS AND SURVEY NOTES

C O

V E

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N D S

H E

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N D

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G-01

-P

B H

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G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05 DISPOSAL AREA - BEACH

DISPOSAL AREA - BEACH

DREDGING CROSS SECTIONS

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

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

C-06

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

P R O J E C T L I M I T S

PALM BEACH HARBOR, MAINTENANCE DREDGING

33-FOOT PROJECT, ENTRANCE CHANNEL

GROUP1-18-R-J007

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U .S

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G pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY19\001 - Plans\01 General\G-02

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE

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

AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

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

9. AIDS TO NAVIGATION WERE LOCATED DURING SURVEY.

26-28 JUNE 2019 PALM BEACH HARBOR SV-FII

CUT DATE OF SURVEY SURVEY VESSEL

SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

8. VERTICAL MEASUREMENTS WERE MADE USING AN R2SONIC 2026 MULTIBEAM SYSTEM.

“COE A-310 RESET”(PID# PENDING)

REFERENCE BASE LOCATED AT “WOLFE”(OPUS PID# BBBZ46) TIDE STAFF LOCATED FROM

THE FOLLOWING REFERENCE BASE LOCATION:

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

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

(NAD 83).

EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE

FILE NAME: PalmBeach_2018 05 03.ktd.

A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL FILE BASED ON NOAA’S VDATUM.

4. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC (RTK) GPS AND UTILIZING

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

BEACH, LAKE WORTH

NOAA TIDAL STATION 872-2588, PORT OF W. PALM

OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITE SPECIFIED BELOW:

NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS

AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983-2001,

1. REFER TO SURVEY NO. 19-200.

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

C-16

A-32 M-51

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

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

STAGING / UNLOADING AREA

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

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

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

L S A

N D S

U R

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Y N

O T

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G-02

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B H

-G

I0 .d g n

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

SURVEY NOTES - BEACH

MATERIAL

DEPOSITED DREDGE

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 1998

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

DETAIL BOUNDARY

C - CIVIL

G - GENERAL

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

6. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

5. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS

AND ARE NOT TO BE USED FOR MEASUREMENTS (DATED 2015).

4. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR GENERAL INFORMATION ONLY

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE

ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONCIBLE FOR VERIFYING THE

NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL EXISTING STRUCTURES

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION ONLY AND WERE

1983 (NAD83(90)). ALL UNITS ARE U.S. SURVEY FEET.

COORDINATE SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO THE NORTH AMERICAN DATUM OF

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA STATE PLANE EAST ZONE

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

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

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

13-14 JUNE 2018 ALL LINESTOPOGRAPGHIC

ALL LINES SB-48 07 JUNE 2018

RANGE DATE OF SURVEY SURVEY VESSEL

FREQUENCY 28/200 KHZ SINGLE BEAM TRANSDUCER AND A TRIMBLE R8 GPS RECIVER.

VERTICAL MEASURMENTS WERE MADE USING A ROSS SMARTSOUNDER DUAL

PID: BBBZ46

*REFERENCE BASE LOCATED AT “WOLFE”

THE FOLLOWING REFERENCE BASE LOCATIONS:

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

OF 1983 (NAD83).

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

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

VERTICAL DATUM OF 1988 (NAVD88).

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NORTH AMERICAN

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

SURVEY NOTES 18-190 PALM BEACH PROFILES

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

SURVEY CONTROL

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

A 310

WOLFE COE A310 RESET

WOLFE

PENDING

BBBZ46 888,070.30971,557.10

4.33

5.02

6.80

N/A

NAVD88 MLLWDESIGNATION PID X COORDINATE Y COORDINATE

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

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

FOR COORDINATES

REFER TO DRAWING C-03

OPEN WATER STAGING AREA

SEAGRASSESSEAGRASSES

SETTLING BASINS

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

R-80.35

Y= 880000

Y= 882500

Y= 885000

Y= 887500

Y= 890000

Y= 892500

Y= 895000

Y= 880000

Y= 892500 Y= 892500

Y= 882500

Y= 885000

Y= 887500

Y= 890000

G-03

-P

B H

-G

I0 .d g n

PROJECT LIMITS

LINE (CRL-C)

CERTIFICATION REQUIRED

STA. 58+00

30,000

LOCATION

(FT)

DEPTH

REQUIRED

DEPTH

REQUIRED

VOLUME TO

OVERDEPTH

ALLOWABLE

VOLUME IN 2-FT

VOLUME

TOTAL

SCALE: 1" = 500'

PALM BEACH

PORT OF

A P

P R

O X ,8

E E

B E

A C

H D

O S

A L A

R E

37/39 35,000 65,000

NOTE:

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

ENTRANCE CHANNEL STA. 33+00 TO STA. 54+00

S O

A T

N N

D E

N E

D B

D E

S C

M A

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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

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N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

R S

/2 /2

D R

A W

G D

A T

E N

A M

A N

J A

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 -F

O O

T P

R O J E

C T

P A

L M B

E A

C H H

A R

B O

M A

T E

N A

N C

E D

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D G

G pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY19\001 - Plans\01 General\G-03

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M A

E N

T R

A N

C E C

H A

N N

E L

G R

O U

P -1

-R -J

C O

C H

R A

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

Y=884,000

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

-P

B H

-G

I0 .d g n

SETTLING BASIN

EXTENDED SETTLING BASIN

EXPANDED SETTLING BASIN

G-04

SETTLING BASINS ENLARGED PLAN

SCALE: 1" = 300'

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

/2 /2

D R

A W

G D

A T

E N

A M

A N

J A

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 -F

O O

T P

R O J E

C T

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY19\001 - Plans\01 General\G-04

N E

V E

M A

E N

T R

A N

C E C

H A

N N

E L

G R

O U

P -1

-R -J

C O

C H

R A

N E

RGE. 200

RGE. 00

RGE. 400

RGE. 00

RGE. 1

RGE.

RGE. 3

RGE. 0

4 12

S6 S1

S T

A . 7

U T -1

S T

A . 7

U T -2

S T

E .C

S T

A . 2

T .B

ENTRANCE CHANNEL

CUT-1

BASIN

TURNING

NORTHERN

IIII

VI BASIN

TURNING

SOUTHERN

S T

A . 8

.9 C

U T -2

A . 0

.0 T .B

S T

A . 6

E .C

S T

A . 6

U T -1

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

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.

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, 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 5.84887,160 SC 969,690 SC A 310AD2870

5.01 N/A888,070.32 971,557.04 WOLFE BBBZ71

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.

CHANNEL CONTROL DATA NOTES

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 COE A310 RESET

WOLFE

G-04

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

CB-PBH95-1

VB-LWI2012-07

CB-PBH95-7

CB-LWI13-14

CB-2

CB-3

CB-LWI13-12

CB-40

CB-LWI13-13

VB-LWI2012-05

CB-LWI13-16

CB-LWI13-18

PBVC-05-02

CB-LWI13-19

CB-LWI13-20

CB-PBH95-3

CB-PBH95-2

VB-LWI2012-04

C-04

Y= 886,500

Y= 887,000

Y= 887,500

Y= 888,000

Y= 888,500

Y= 889,000

NORTH JETTY

SOUTH JETTY

ALLOWABLE OVERDEPTH

PLUS 2-FOOT

ALLOWABLE OVERDEPTH

PLUS 2-FOOT

37-FOOT REQUIRED DEPTH 39-FOOT REQUIRED DEPTH

APPROX. SHORELINE

RGE. 00

RGE. 200

RGE. 400

RGE. 200

RGE. 400

S T

RGE. -50

S T

ENTRANCE CHANNEL

RGE. 00

SETTLING BASIN

EXTENDED SETTLING BASIN

EXPANDED SETTLING BASIN

100' 200'0

D R

E D

G P

L A

Y= 887,000

Y= 887,500

Y= 888,000

Y= 888,500

Y= 889,000

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

-P

B H

-C

N .d g n

S T

A E .C T

H R

U S

T A E .C

S T

E .C

SCALE: 1" = 100'

S T

M A

T C

H L

E D

W G

C -0

T A

E .C

S T

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

/2 /2

D R

A W

G D

A T

E N

A M

A N

J A

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 -F

O O

T P

R O J E

C T

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY19\001 - Plans\02 Civil\C-01

N E

V E

M A

E N

T R

A N

C E C

H A

N N

E L

G R

O U

P -1

-R -J

C O

C H

R A

N E

C-0

KEY PLAN

NOT TO SCALE

C-03

O C E A N

A T L A N T I C

C-01

"LTBUOY-3"

PLANE COORDINATES

AIDS TO NAVIGATION

LT. BUOY-3 (03/19)

LT. BUOY-4 (03/19)

887,241

887,895

972,821

971,614

"LTBUOY-4"

.4 40

.4 .4

.2 40

.6 39

.1 11

9.9

9.8

9.7

9.6

8.9

6 8.

8.4 8.4

7.3 7.3

6.9

VB-LWI2012-11

CB-19

CB-LWI13-5

CB-PBH91-5

CB-8

CB-LWI13-10

CB-7 CB-6

VB-LWI2012-08

CB-5

CB-LWI13-11

CB-PBH95-8

100' 200'0

D R

E D

G P

L A

DREDGING PLAN

C-02

-P

B H

-C

N .d g n

M A

T C

H L

E S

H E

E T C -0

T A E .C

Y= 888,000

Y= 887,500

Y= 887,000

Y= 886,500

Y= 886,000

APPROX. SHORELINE

NORTH JETTY

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

RGE. 0

CUT-1

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

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

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

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

SOUTH JETTY

Y= 885500

Y= 886,000

Y= 887,000

Y= 887,500

Y= 888,000

Y= 888500

Y= 889000

Y= 888500 Y= 889000

S T

A E .C T

H R

U S

T A C

U T -2

S T

A .1

U T -1

CERTIFICATION REQUIRED LINE (CRL-C)

S T

A E .C

M A

T C

H L

N O

C -0

T A

C U

T -2

SCALE: 1" = 100'

N O D R E D G I N G O N T H I S S H E E T

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

/2 /2

D R

A W

G D

A T

E N

A M

A N

J A

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 -F

O O

T P

R O J E

C T

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY19\001 - Plans\02 Civil\C-02

N E

V E

M A

E N

T R

A N

C E C

H A

N N

E L

G R

O U

P -1

-R -J

C O

C H

R A

N E

C-0

KEY PLAN

NOT TO SCALE

C-03

O C E A N

A T L A N T I C

C-01

"LTBUOY-7"

"LIGHT-8"

"LIGHT-9"

"LIGHT-10"

PLANE COORDINATES

AIDS TO NAVIGATION

LT. BUOY-7 (03/19) 969,956 887,389

969,309 887,608

968,805 886,912

968,214 887,181

LT-8 (03/19)

LT-9 (03/19)

LT-10 (03/19)

LT. BUOY-6 (03/19) 970,652 887,900

970,640 887,412LT-5 (03/19)

"LIGHT-5"

"GAGE_BOARD"

"LTBUOY-6"

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

/2 /2

D R

A W

G D

A T

E N

A M

A N

J A

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 -F

O O

T P

R O J E

C T

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Palm Beach Harbor\Maintenance Dredging FY19\001 - Plans\02 Civil\C-03

N E

V E

M A

E N

T R

A N

C E C

H A

N N

E L

G R

O U

P -1

-R -J

C O

C H

R A

N E

CB-WP97-10

CB-WP97-6

CB-WP97-7

CB-PBH95-12

CB-28

VB-LWI2012-16

CB-WP97-17

CB-LWI13-3

VB-LWI2012-17

CB-32

VB-LWI2012-15

CB-PBH91-6

CB-WP97-13

CB-WP97-11

CB-LWI13-4

VB-LWI2012-13

CB-WP97-2

C-0

KEY PLAN

NOT TO SCALE

C-03

O C E A N

A T L A N T I C

C-01

"LIGHT-1"

"LIGHT-11"

"LIGHT-12"

"LIGHT-13"

PLANE COORDINATES

AIDS TO NAVIGATION

LT-1 (03/19) 966,431 885,033

LT-12 (03/19) 966,884 886,632

LT-13 (03/19) 967,296 885,046

967,946 886,288LT-11 (03/19)

.9 9.

7 38

0 7.

ARI

RGE.

CUT-

LAKE W

ORTH

RGE.

Y= 887000

Y= 886500

Y= 886000

Y= 885000

Y= 887500

P.I. STA. 22+50 T.B.

BASIN

SOUTHERN TURNING

RGE. 481.52

STA. 0+00

P.I. STA. 0+00 T.B.

P.I. STA. 10+99.69 CUT-2

M A

T C

H L

N O

C -0

T A

C U

T -2

PEANUT ISLAND

APPROX. SHORELINE

PALM BEACH

PORT OF

100' 200'0 C-03

D R

E D

G P

L A

C U

T -2 S

T A T

H R

U T .B S

T A

-P

B H

-C

N .d g n

DREDGING PLAN

BASIN

NORTHERN TURNING

N O D R E D G I N G O N T H I S S H E E T

IN-WATER STAGING AREA 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

IN-WATER STAGING AREA COORDINATES

SCALE: 1" = 100'

-P

B H

-C

N .d g n

C R

O S

S S

E C

N S

C-04

D R

E D

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

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