GROUP4-10-R-J036_Plans_CERTIFIED.pdf

PDF 4 MB Posted May 31, 2017

Attached to: St. Lucie Inlet, Maintenance Dredging, 7-Foot Project, Cut-1 and Impoundment Basin, Martin County, Florida
Solicitation number: GROUP4-10-R-J036
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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GROUP4 10RJ036 PLANS

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of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

GROUP4-10-R-J036

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

N R

J U P

E R

L A

N D

T R

A C

O A S T

A L W

A T E

R W

A Y

ST LUCIE INLET

PROJECT LIMITS

P E

C K L

A K

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

M A R T I N C O U N T Y

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

ST. LUCIE INLET, MARTIN COUNTY, FLORIDA

MAINTENANCE DREDGING

7-FOOT PROJECT

IMPOUNDMENT BASIN AND ENTRANCE CHANNEL CUT-1

J S

U B

T E

G-01

D R

A W

E R

C H

E C

K E

D E

N E

R A

C O

V E

H U

S O

NOT TO SCALE

OCEAN DISPOSAL AREA

-S

L I1

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Io o .d g n

12 APRIL 2017

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A T

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D E

N E

D B

D E

S C

M A

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C O

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P -1

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N /A

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L E D

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N L E

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-F

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N D E

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E C

H A

N N

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U T -1

P R

SHEET TITLESHEET ID

INDEX TO DRAWINGS

SHEET TITLESHEET ID

GENERAL

G-01

G-02

G-03

SHEET TITLESHEET ID

CIVIL

C-01

C-02

C-03

C-04

G-05

G-04 PROJECT OVERVIEW

ABBREVIATIONS AND SYMBOLS

J S

U B

T E

G-02

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A W

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N E

C H

E C

E X T

O D

R A

G S

G E

N E

R A

COVER

CHANNEL CONTROL DATA

INDEX TO DRAWINGS

TYPICAL DREDGING SECTIONS

OCEAN DISPOSAL AREA

-S

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Io o .d g n

DREDGE PLAN - CUT-1 STA. 0+00 TO STA. 28+00

DREDGE PLAN - CUT-1 STA. 28+00 TO STA. 61+00

C-05 STAGING AREA

S O

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N E

D B

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S U

B M

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D B

D A

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C O

N T

R A

C T N

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A W

G D

A T

E N

A M

A N

S I E

G R

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P -1

-R -J

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

S T L

U C

N L E

M A

R T

O U

N T

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L O

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

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N D

M E

N T B

A S

N D E

N T

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E C

H A

N N

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U T -1

P R

FULL SECTION

PARTIAL SECTION

REDUCED TO FIT

A1 SCALE: HORIZONTAL 1"=50', VERTICAL 1"=10'

REDUCED TO FIT

DRAWING AREA TITLE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

DISCIPLINE DESIGNATOR

0 50' 100' 10' 20'0

SCALE REFERENCE GRAPHIC SCALES

100' 200'0

GRAPHIC SCALES

SCALE: 1"=100'

SCALE REFERENCE

C-12

SHEET GRID - ROW AND COLUMN

VIEWING PLANE

CUTTING PLANE LINE

OBJECT REFERENCED

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

C-12

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

VIEWING PLANE

OBJECT REFERENCED

AND ACCESS AREA

CONSTRUCTION STAGING

PATTERN SYMBOL KEY

J S

U B

T E

G-03

D R

A W

E R

D E

N E

C H

E C

A B

B R

E V

N S A

N D S

Y M

B O

L S

G E

N E

R A

REFERENCE SYMBOL KEY

DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

49.5

PID AF3134

LEGEND - AIDS TO NAVIGATION

MONUMENT

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

RED LIGHTED BUOY

GREEN LIGHTED BUOY

CAN BUOY

NUN BUOY

TIDE STAFF

PROJECT DEPTH

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

HARDBOTTOM LIMITS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY / ENVIROMENTAL RESOURCE MAPPING

G - GENERAL

LEGEND - NAVIGATION

GEOTECHNICAL BORING LEGEND

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

(EARTH, 45^)

EXISITNG SOIL

-S

L I1

-G

Io o .d g n

CROSS SECTION

DREDGE PLAN

NORTH INDICATOR

PROJECT CHANNEL

DREDGING AREAS

TRANSITION AREA

AVOIDANCE AREA

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

ELEV

ECL

DWG

CRL-C

CBL

BLVD

APPROX

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SQUARE FEET

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

INTRACOASTAL WATERWAY

IRON PIPE

INVERT

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

CERTIFICATION REQUIRED LINE - COAST GUARD INSPECTED

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

S O

A T

N N

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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

A W

N B

U E D

A T

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P -1

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C K

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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

S T L

U C

N L E

M A

R T

O U

N T

Y F

L O

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

O U

N D

M E

N T B

A S

N D E

N T

R A

N C

E C

H A

N N

E L C

U T -1

P R

U B

T E

G-04

D R

A W

E R

C H

E C

D E

GENERAL NOTES

19,000

148,000130,000

3,000

32,000 51,000

G E

N E

R A

P R

O J E

C T O

V E

R V

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

M A R T I N C O U N T Y

POINT

SAILFISH

J U

E R

L A

N D

PROJECT LIMITS

S T L

U C

L E

T S

T A

T E P

A R

R A

C O

A S T

A L W

A T E

R W

A Y

N R

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

ST LUCIE INLET

S T

0 2000'1000'A1

SCALE: 1" = 1000'

PLAN VIEW - PROJECT OVERVIEW

H U

T C

S O

N I S L A

N D

H O

B E S

O U

N D N

A T

N A

L R

E F

U G

A P P

R O

A T E L Y

.6 N

A U

A L M

E S

F R

O M C

E N

T E

R L

E S

T A . 2

U T -1 T

O C

E N

T E

R O

C E

A N D

P O

S A L A

R E

STAGING AREA

2,000

OCEAN DISPOSAL AREA

-S

L I1

-G

Io o .d g n

TRANSITION AREA

TOTALS 384,000310,000

180,000146,000

BASE

OPTION A

CUT-1 - STA. 18+00 TO STA. 47+50

ELEMENT

CONTRACT

IN CUBIC YARDS (CY)

ESTIMATED DREDGING QUANTITIES

DEPTH

REQUIRED

OVERDEPTH

ALLOWABLE

TOTAL

COMMENCEMENT OF DREDGING.

VOLUMES INCLUDE SHOALING EXPECTED TO OCCUR BETWEEN DATE OF SURVEY AND

5,000

74,000

DREDGE AREA LIMITS

18,000

34,000

S T

A .9

6. SEE DWG. NO. C-04 FOR OCEAN DISPOSAL AREA SURVEY NOTES.

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

4. SEE DWG. NO. G-05 FOR CHANNEL CONTROL DATA.

INDICATED.

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE

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

TO THE 1990 ADJUSTMENT OF THE NORTH AMERICAN DATUM

STATE PLANE EAST SYSTEM (0901) AND ARE REFERENCED

2. SPATIAL COORDINATES SHOWN HEREIN ARE IN FLORIDA

BY ER 1110-1-8152.

ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS

SIGNATURES AND REGISTRATION DESIGNATIONS OF

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

IMPOUNDMENT BASIN - RGE. -125 TO RGE. -430

IMPOUNDMENT BASIN - RGE. -430 TO RGE. -575

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E C

K E

D B

D R

A W

N B

U E D

A T

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R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\St Lucie Inlet\St. Lucie Inlet O&M FY17\080 - Plans\01 General\G-04

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P R

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

STUART

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

ST. LUCIE INLET

S T L U C I E I N L E T

I M P O U N D M E N T B A S I N

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

W A T E R W A Y

TRANSITION AREA

SCALE: 1" = 400' 800'0 400'

J S

U B

T E

G-05

D R

A W

E R

C H

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D E

N E

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C H

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A T

PLAN VIEW - CHANNEL CONTROL DATA

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SURVEY NOTES FOR “KTD”FILE NAME.

ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO

KINEMATIC TIDE DATUM MODEL (KTD FILE), REFERENCED IN THE NOTES

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

VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

NEAR THE NAVIGATION PROJECT. AS A RESULT OF THIS, THE KTD FILE AND THE

PUBLISHED TIDE GAUGE DATUM VALUES AT PUBLISHED NOAA TIDE gAGE SITES AT OR

EITHER OMISSIONS IN THE VDATUM COVERAGE, OR GROSS DISAGREEMENTS WITH THE

ADDITIONS NOT INCLUDED IN THE VDATUM MODEL. THESE EDITS ARE A RESULT OF

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

HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM CORRECTIONS TO MLLW.

CONSTRUCT A KINEMATIC TIDAL DATUM (KTD) GRID FILE FOR USE BY THE

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.6. THIS MODEL WAS USED TO

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

TIDAL MODEL:

DATUM OF 1988 (NAVD88).

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

(MLLW), BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH.

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

:VERTICAL REFERENCE SYSTEM

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE

ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH.

UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND OFFSET COORDINATES

FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (0901). MEASUREMENT

SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE

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

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

:HORIZONTAL REFERENCE SYSTEM

WITHIN THESE PLANS.

ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED

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

REFER TO THE ACCOMPANYING “SURVEY NOTES”FOR THE SURVEY CONTROL MARK

PLANS.

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

GPS OBSERVATIONS ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs

PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN)

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

CONSTRUCTION SURVEY POSITIONING CRITERIA:

GREAT POCKET 872 2381 PPCP: TIDE GAGE FOR MLLW CALIBRATION

NOAA TIDE GAUGE

SNAKE RESET AF6967 [NGSIDB] PPCP ENTIRE PROJECT

T 693 BBFH83 [OPUS/DB] PPCP ENTIRE PROJECT

NSRS PPCP NGSIDB/OPUS PID CHANNEL REACH

FURTHER DIRECTION.

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

DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAGE STATION ID SHOWN

REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON

VERIFIED FOR CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL

PPCP COORDINATE AND ELEVATION DATA ARE PUBLISHED BELOW, AND SHOULD BE

SURVEY IS DESIRED.

MUST BE USED DURING CONSTRUCTION, OR IS AN ATTEMPT TO REPRODUCT SAID

POSITIONS OF THESE CONTROL MARKS. THE POSITIONS SHOWN ON THAT SURVEY

TO THE SURVEY ACCOMPANYING THESE PLANS AND SPECIFICATIONS FOR THE

THE PPCP AND TIDE CALIBRATION SITE FOR THIS PROJECT ARE LISTED BELOW. REFER

PRIMARY PROJECT CONTROL POINTS (PPCP):

CHANNEL CONTROL DATA NOTES:

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H A

N N

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U T -1

P R

2930 6

RGE 250

RGE -50

CUT-1

RGE 175

RGE 25

RGE -125

RGE -575

RGE 1

RGE

CUT-

CUT-3

RGE 50

RGE 150

I ii iii iv v vi

RGE 50

RGE 150

RGE 50

RGE 150

CUT-4

CUT-5

RGE 100

RGE 1

RGE 100

LONGITUDE 80°09"42'

CRL-C DEMARCATION LINE

POINT (X) EASTING (Y) NORTHING

PLANE COORDINATES (NAD83(90)

CHANNEL LIMITS

III

1,030,818.181

1,031,477.312

1,031,417.834

1,030,968.094

1,031,027.572

1,029,927.829

1,029,912.952

1,030,245.424

1,030,620.847

1,030,455.943

1,030,338.725

1,030,745.114

1,030,112.801

1,030,373.913

1,030,275.624

1,030,028.795

1,029,827.951

1,029,924.011

1,029,915.816

1,029,972.955

1,029,812.856

1,030,185.421

1,030,149.994

1,030,377.230

1,030,520.620

1,030,773.831

1,030,632.581

1,030,864.063

1,030,714.150

1,030,952.615

1,030,652.788

1,031,054.576

1,030,754.750

1,030,417.644

1,029,877.890

1,029,862.904

1,030,197.709

1,030,697.339

1,030,904.663

930,546.077

932,274.674

930,525.685

930,540.979

932,289.968

924,974.275

926,532.829

928,161.518

929,156.737

922,949.752

923,002.928

922,818.559

923,105.418

923,264.214

923,244.825

924,587.221

924,960.977

925,374.261

926,232.840

926,826.767

926,542.459

927,867.577

928,194.006

928,431.015

928,951.808

929,241.927

929,501.781

931,895.298

931,900.395

932,292.518

932,302.712

935,290.785

935,300.979

922,898.481

924,967.626

926,537.644

928,177.762

929,199.332

935,295.882

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

4.90

N/A

HORIZONTAL AND VERTICAL CONTROL POINT

HORIZONTAL CONTROL.

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

VERTICAL CONTROL / TIDE CALIBRATION POINT

SNAKE RESET

T 693

AF6967

BBFH83

925,610.SC

929,826.28

1,026,120.SC

1,031,561.66

3.34

8.95

SNAKE RESET

T 693

.525

.425

.8 24

.1 24

.223

.5 22

.322

.820

.5 20

.1 19

.9 18

.3 18

.517

.3 17

.117

.816

.8 .8

.616

.516

.5 .4

.116

.715

.415

.9 13

.610

.310

19.

68.

26.

RGE. 100

RGE. 250

RGE. (-)50

CUT-1

2 FOOT ALLOWABLE OVERDEPTH

16-FOOT REQUIRED DEPTH PLUS

ST. LUCIE INLET

X ,5

X .0

X ,5

X ,0

X ,5

X ,0

X ,5

Y=1,032,500

Y=1,032,000

Y=1,031,500

Y=1,031,000

Y=1,030,500

Y=1,030,000

Y=1,029,500

S T

C -0

A W

T C

ATLANTIC OCEAN

U B

T E

C-01

D R

A W

E R

D E

N E

C H

E C

D R

E D

G E P

L A

PLAN VIEW - DREDGE AREA

SCALE: 1" = 100' 100' 200'0

S T

RGE. 100

RGE. 250

RGE. (-)50

S T

C U

T -1 S

T A T

NOTES:

1. SEE DWG. NO. G-04 FOR GENERAL NOTES.

-S

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CHANNEL SURVEY NOTES

REFERENCE BASE LOCATED AT "T 693" (PID: BBFH83)

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.

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

MODEL. KTD FILE NAME IS: "INDIANRIVER-STLUCIE-MARTIN-20140527.KTD".

GPS AND REFERENCED TO MLLW UTILIZING A KINEMATIC TIDE DATUM (KTD)

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

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

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

1. REFER TO SURVEY NO. 17-012.

EXISTING SOUTH JETTY (SEE NOTE 2)

EXISTING NORTH JETTY (SEE NOTE 2)

S T

ENCOUNTER LOOSE STONE AND/OR ROCK WITHIN THE GENERAL VICINITY OF THE JETTY.

REHAB HAS BEEN MADE TO EXISTING SOUTH JETTY AND SHOULD EXPECT TO

TO JETTY DUE TO DREDGING. CONTRACTOR IS MADE AWARE THAT JETTY

JETTYS AND SHALL BE RESPONSIBLE FOR REPAIR OR PAYMENT FOR DAMAGE

2. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING NEAR EXISTING

SURVEYING, 30 NOV 13.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

OCT 2016CUTS 1-5, M-4, M-5 OWW CUTS 1 & 2 SB-4825-27

CUT DATE OF SURVEY VESSEL

SHOWN ARE IN HIGH FREQUENCY.

COMBINED MULTI-BEAM AND SIDESCAN SONAR. ALL SOUNDINGS

VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205

NOAA TIDAL STATION 872-2381 FOR ALL CUTS (PID: AF6967)

HEIGHTS OF THE BENCH MARK BELOW:

VDATUM MODEL WAS USED TO CALIBRATE TO THE PUBLISHED MLLW

ATMOSPHERIC ADMINISTRATION (NOAA). A MODIFIED VERSION OF NOAA'S

EPOCH 1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND

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

S O

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N T

R A

C T N

C H

E C

K E

D B

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A W

N B

U E D

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G R

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P -1

-R -J

J A

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S O

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L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

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L E F

S T L

U C

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M A

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O U

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E D

R E

D G

-F

O O

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R O J E

C T

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M E

N T B

A S

N D E

N T

R A

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E C

H A

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E L C

U T -1

P R

EEE

PLANE COORDINATES

AIDS TO NAVIGATION

"LT-4"

"LT-3"

LT-3 (10/16)

LT-4 (10/16)

1,030,641

1,031,001

932,927

932,877

C-03

.221

.820

.620

.120

.919

.9 .9

.519

.219

.9 18

.718

.318

.218

.118

.417

.217

.916

.816

.716

.6 16

.4 16

.216

.2 16 .2

.216

.915

.815

.8 .815

.6 15

.615

.515

.015

.0 .0

.814

.714

.414

.214

.913

.713

.313

.013

.912

.812

.7 12

.9 11

.611

.411

.910

.4 10

.310

39.

29.

0 9.

78.

7 8.

38.

8 7.

87.

4 7.

37.

17.

07.

4 6.

3 6.

95.

7 5.

4 5.

34.

73.

43.

1 2.

51.

01.

00.

91.

VB-SLIM10-03

VB-SLIM10-01

VB-SLIM10-06

VB-SLIM10-05

VB-SLIM10-04

VB-SLIM10-02

VB-SLIM10-07

PLANE COORDINATES

AIDS TO NAVIGATION

932,038 1,030,495

931,186 1,030,836

929,566 1,030,638

929,246RLB-8 (10/16)

CAN-7 (10/16)

CAN-5 (10/16)

NUN-6 (10/16)

"NUN-6"

"CAN-5"

"CAN-7"

RGE. 100

RGE. 175

CHANNEL TRANSITION

IMPOUNDMENT BASIN

ST. LUCIE INLET

TRANSITION AREA

ALLOWABLE OVERDEPTH

DEPTH PLUS 2 FOOT

16-FOOT TO 10-FOOT REQUIRED

IMPOUNDMENT BASIN

EXISTING NORTH JETTY

APPROXIMATE SHORELINE

(SEE NOTE 3)

J S

U B

T E

C-02

D R

A W

E R

D E

N E

C H

E C

D R

E D

G E P

L A

A1 100' 200'0

PLAN VIEW - DREDGE AREA

SCALE: 1" = 100'

C U

T -1 S

T A T

O S

T A

2 FOOT ALLOWABLE OVERDEPTH

16-FOOT REQUIRED DEPTH PLUS

X ,5

X ,0

X ,5

X ,0

X ,5

X ,0

X ,5

X ,0

Y=1,032,000

Y=1,031,500

Y=1,031,000

Y=1,030,000

Y=1,029,500

2 FOOT ALLOWABLE OVERDEPTH

8- FOOT REQUIRED DEPTH PLUS

M A

T C

H L I N

R A

G C

-0

T A

TRANSITION AREA

2 FOOT ALLOWABLE OVERDEPTH

16-FOOT REQUIRED DEPTH PLUS

2 FOOT ALLOWABLE OVERDEPTH

10-FOOT REQUIRED DEPTH PLUS

Y=1,030,500

RGE. 100

RGE. 250

S T

RGE. 250

-S

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NOTES:

1. SEE DWG. NO. G-04 FOR GENERAL NOTES.

CUT-1

SOUTH JETTY (SEE NOTE 2)

(SEE NOTE 2)

SOUTH JETTY (SEE NOTE 2)

LOOSE STONE AND/OR ROCK WITHIN THE GENERAL VICINITY OF THE JETTY.

JETTY REHAB HAS BEEN MADE TO EXISTING JETTY AND SHOULD EXPECT TO ENCOUNTER

ALL DAMAGES MADE TO EXISTING JETTY. CONTRACTOR IS MADE AWARE THAT

NEAR EXISTING JETTY AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY FOR

2. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING

O P

B A

S E

(S E

E N

O T

CONTRACT BASE.

INDICATED. ALL OTHER DREDGE AREAS ARE INCLUDED IN THE

4. OPTION "A" INCLUDES ONLY THE PORTION OF IMPOUNDMENT BASIN

"SPECIAL INSTRUCTIONS".

REFER TO SPECIFICATION SECTION 35 20 23, PARAGRAPH

DEPTH SHALL BE REPORTED TO THE CONTRACTING OFFICER.

THE LOCATION AND EXTENT OF ANY IN-SITU ROCK ABOVE REQUIRED

DREDGING OF IN-SITU ROCK IS NOT REQUIRED; BUT IF ENCOUNTERED,

PREVIOUSLY AT DEPTHS ABOVE THE PROJECT REQUIRED DEPTH.

3. IN-SITU ROCK HAS BEEN ENCOUNTERED IN THE TRANSITION AREA

Y=1,030,500

S T

RGE. VARIES

RGE. -25

RGE. -50

RGE. -125

RGE. -575RGE. -575

RGE. -430

RGE. -125

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L E D

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A N M

A R

C O B

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L E F

S T L

U C

N L E

M A

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O O

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R O J E

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M E

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N D E

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H A

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U T -1

P R

C-03

2 FOOT ALLOWABLE OVERDEPTH

16-FOOT REQUIRED DEPTH PLUS

X ,0

X ,5

Y=1,032,500

Y=1,032,000

Y=1,031,500

Y=1,031,000

Y=1,030,500

Y=1,030,000

Y=1,029,500

S T

- 0

A W

L I N

PLAN VIEW - DREDGE AREA

SCALE: 1" = 100'

RGE. 100

RGE. 250

RGE. (-)50

S T

EXISTING SOUTH JETTY (SEE NOTE 2)

EXISTING NORTH JETTY (SEE NOTE 2)

U B

T E

C-03

D R

A W

E R

C H

E C

D E

T Y

A L D

R E

D G

G S

E C

N S

50' 100'0 0 5' 10'

HORZONTAL VERTICAL

50' 100'0 0 5' 10'

HORZONTAL VERTICAL

50' 100'0 0 5' 10'

HORZONTAL VERTICAL

C-02

A1 TYPICAL CROSS SECTION - CHANNEL - AT STA.41+00

SCALE: HORZONTAL 1" = 50' - VERTICAL 1" = 5'

C-01

J1 TYPICAL CROSS SECTION - CHANNEL - AT STA.22+00

SCALE: HORZONTAL 1" = 50' - VERTICAL 1" = 5'

STATION

NOTES:

1. SEE DWG. NO. G-04 FOR GENERAL NOTES.

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C-02

E1 TYPICAL PROFILE AT CHANNEL DEPTH TRANSITION - STA. 30+00 TO STA. 34+00

SCALE: HORZONTAL 1" = 50' - VERTICAL 1" = 5'

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U E D

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J A

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L E D

T R

A N M

A R

C O B

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J A

C K

S O

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L E F

S T L

U C

N L E

M A

R T

O U

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L O

M A

T E

N A

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E D

R E

D G

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O O

T P

R O J E

C T

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N D

M E

N T B

A S

N D E

N T

R A

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E C

H A

N N

E L C

U T -1

P R

16 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

10 - FOOT REQUIRED DEPTH EXISTING GRADE

39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+0038+50 37+50 36+50 35+50 34+50 33+50 32+50 31+50 30+50 29+50 28+50 27+50 26+50 25+50 24+50

S T

050100150200250300350400450500550600 -50 -100 -150 -200 -250 -300 -350 -400 -450 -500

RANGE (FT)RANGE (FT) -550 -600 -650 -700 -750 -800 -850 -900

R G

2 - FOOT ALLOWABLE OVERDEPTH

16 - FOOT REQUIRED DEPTH

R G

AREA TO BE DREDGED

(SEE SPECIFICATIONS FOR SIDE SLOPE DREDGING)

PROJECT CHANNEL

EXISTING GRADE

050100150200250300350400450500550600 -50 -100 -150 -200 -250 -300 -350 -400 -450 -500 RANGE (FT)RANGE (FT) -550 -600 -650 -700 -750 -800 -850 -900

R G

16 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

8 - FOOT REQUIRED DEPTH

2 - FOOT ALLOWABLE OVERDEPTH

10 - FOOT REQUIRED DEPTH

1 1

EXISTING GRADE

+5+5

R G

PROJECT CHANNEL TRANSITION AREA IMPOUNDMENT BASIN

AREA TO BE DREDGED

(SEE SPECIFICATIONS FOR SIDE SLOPE DREDGING)

E L E

V A

N I

N F

T M

E A

N L

O W

E R L

O W W

A T

E R

E L E

V A

N I

N F

T M

E A

N L

O W

E R L

O W W

A T

E R

E L E

V A

N I

N F

T M

E A

N L

O W

E R L

O W W

A T

E R

E L E

V A

N I

N F

T M

E A

N L

O W

E R L

O W W

A T

E R

E L E

V A

N I

N F

T M

E A

N L

O W

E R L

O W W

A T

E R

E L E

V A

N I

N F

T M

E A

N L

O W

E R L

O W W

A T

E R

OPTION ACONTRACT BASE

R G

NOTES:

DISPOSAL LIMITS.

3. DREDGED MATERIAL SHALL BE PLACED WITHIN THE USACE

IN THE TABLE BELOW.

500 FEET OF THE ANOMALLY CONTROL POINTS SHOWN

2. DREDGED MATERIAL SHALL NOT BE PLACED WITHIN

1. SEE DWG. NO. G-04 FOR GENERAL NOTES.

(SEE NOTE 3)

500'

B-9

B-7

B-1

B-6

B-5

BORROW SITE

AVOIDANCE AREA

DISPOSAL LIMITS

U B

T E

R D

P O

S A

L A

R E

C-04

D R

A W

E R

D E

E C

N C

PLAN VIEW - DISPOSAL AREA

SCALE: 1" = 500' 0 500' 1000'

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%STATUS%

P R

O J E

C T /C

O N

T R

A C

T I

D E

N T

R I F N

E E

D E

P R

O J E

C T /C

O N

T R

A C

T D

E S

C R

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D E

N T

P R

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C T /C

O N

T R

A C

T D

E S

C R

P R

O J E

C T /C

O N

T R

A C

T L

O C

A T

X X

X X -X

X -X -X

X X

M M

M Y

Y Y

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

X ,0

POINT A

POINT B

POINT C

POINT D

X Y

CONTROL POINTS

PLANE COORDINATES (NAD83(90))

X ,0

OCEAN DISPOSAL AREA

Y=970,000

Y=975,000

Y=980,000

POINT E 977,282.84

975,073.22

970,635.01

971,854.45

978,197.47

962,060.37

961,717.67

962,613.39

966,423.02

964,917.59

POINT F

POINT G

POINT H

POINT I

X Y

CONTROL POINTS

PLANE COORDINATES (NAD83(90))

USACE DISPOSAL LIMITS

962,728.22

963,191.26

964,185.95

963,722.91

976,594.08

972,117.96

972,220.86

976,696.97

BORROW SITE COORDINATES

X Y

CONTROL POINTS

PLANE COORDINATES (NAD83(90))

ANOMALLY COORDINATES

B-1

B-5

B-6

B-7

B-9 964,213.4

965,409.3

965,475.9

965,643.7

965,604.9

977,970.0

975,198.7

974,951.2

974,518.8

975,135.3

0 6

T -3

STA. 15+70.09 CUT-4

STAGING AREA LIMITS

RGE. 100

RGE. 50

RGE. 150

X ,5

C-05

100' 200'0

CUT-3

CUT-4

CUT-5

C U

T -3

C U

T -3

C U

T -3

C U

T -4

C U

T -4

C U

T -4

PI STA 0+00 CUT-5

STA. 16+73.94 CUT-3

PI STA 0+00 CUT-4

C U

T -4

-S

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PLAN VIEW - STAGING AREA

SCALE: 1" = 100'

Y=1,030,500

Y=1,031,000

Y=1,030,000

Y=1,029,500

Y=1,029,000

Y=1,028,500

C U

T -3

STATE PARK

ST. LUCY INLET PRESERVE

APPROX. SHORELINE

AREA

CONTRACTOR STAGING

EDGE OF STAGING AREA.

OF LOCATION OF SHOREWARD

SEE NOTE 2 FOR DETERMINATION

SHEET NOTES

S T

A G

G A

R E

CONTRACTING OFFICER'S REPRESENTATIVE.

IN THE FIELD BY CONTRACTOR AND APPROVED BY

AREA SHOWN. EXACT LOCATION TO BE DETERMINED

2. APPROXIMATE SHOREWARD EDGE OF STAGING

1. SEE DWG. NO. G-04 FOR GENERAL NOTES.

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G D

A T

E N

A M

A N

S I E

G R

O U

P -1

-R -J

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

S T L

U C

N L E

M A

R T

O U

N T

Y F

L O

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

O U

N D

M E

N T B

A S

N D E

N T

R A

N C

E C

H A

N N

E L C

U T -1

P R

G-01

G-02

G-03

G-04

G-05

C-01

C-02

C-03

C-04

C-05

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