B.08.02 20B0013 OWW O &M Reaches 3 & 4, Plans.pdf

PDF 13 MB Posted Oct 1, 2020

Attached to: Okeechobee Waterway, Reach 3 and 4 on the St. Lucie River, Maintenance Dredging 8-Foot Project, Martin County, Florida
Solicitation number: W912EP20B0013
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This document summarizes a federal contract solicitation for maintenance dredging services. The U.S. Army Corps of Engineers Engineering District Jacksonville is seeking bids to dredge shoal material from Reaches 3 and 4 of the Okeechobee Waterway in Martin County, Florida to a depth of 8 feet plus 1 additional foot. Dredged material will be placed in the existing DMMA O-7 located approximately 9 miles from the eastern end of Reach 3. The solicitation number is W912EP20B0013, with bids due on November 2, 2020. The work includes clearing vegetation for the pipeline corridor and turbidity and endangered species monitoring. The NAICS code is 237990 and the magnitude of construction is estimated between $1-5 million. This acquisition is set aside for small businesses. Interested vendors must register on beta.Sam.gov to receive any amendments to the solicitation and must be registered in SAM to be eligible for award.

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Other files

File	Type	Posted
C.04.01 Bid Abstract_W912EP20B0013 OWW Reach 3 and 4.pdf	PDF	Nov 16, 2020
C.04.01 Bid Opening Sign-in Sheet, OWW Reach 3 & 4.pdf	PDF	Nov 16, 2020
B.08.03 W912EP20B0013 OWW Reach 3 and 4, Amendment 0007.pdf	PDF	Nov 9, 2020
B.08.03 W912EP20B0013 OWW Reach 3 and 4, Amendment 0006.pdf	PDF	Nov 6, 2020
B.08.03 W912EP20B0013 OWW Reach 3 and 4, Amendment 0005.pdf	PDF	Nov 4, 2020
B.08.03 W912EP20B0013 OWW Reach 3 and 4, Amendment 0004.pdf	PDF	Nov 3, 2020
B.08.03 W921EP20B0013 OWW Reach 3 and 4_Amendment 0003.pdf	PDF	Oct 29, 2020
B.08.03 W912EP20B0013 OWW Reach 3 and 4_Amendment 0002.pdf	PDF	Oct 23, 2020
B.07.01 MEM - Prebid site visit 10142020.pdf	PDF	Oct 15, 2020
B.08.03 W912EP20B0013 Amendment 0001, OWW reach 3 and 4.pdf	PDF	Oct 13, 2020
B.08.02 20B0013 OWW O &M Reaches 3 & 4, Specs v2.pdf	PDF	Oct 1, 2020
B.08.02 20B0013 OWW O &M Reaches 3 & 4, Specs v1.pdf	PDF	Oct 1, 2020
B.08.02 OWW O & M Reaches 3 & 4, GDR FY20.pdf	PDF	Oct 1, 2020

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

A T E R W A Y

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

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

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-18

C-19

G-05 CHANNEL CONTROL DATA

CHANNEL CONTROL DATA

SHEET TITLESHEET ID

S T. L U C I E C O U N T Y

S T.

L U C

I E R I V E R

O K E E C H

O B E E W

A T E R W A

CITY OF STUART

TOWN OF OCEAN BREEZE

S T . L

U C I E R

I V E R

PALM CITY (CDP)

I N D I A N R

I V E R L

A G O O N

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

L U C I E

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W A T E R W A Y

O K E E C H O B E E

O W W / S T L U C I E R I V E R M A I N T E N A N C E D R E D G I N G

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G-06 CHANNEL CONTROL DATA

GENERAL SYMBOLOGY

C-08 DREDGING PLAN - STA. 16+00 CUT-OW-19 TO STA. 3+00 CUT-A

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17 DREDGING CROSS SECTION

DISPOSAL DMMA SITE PLAN

DISPOSAL DMMS ACCESS ROAD

DREDGING PLAN - STA. 77+00 CUT-OW-9 TO STA. 18+00 CUT-OW-10

DREDGING PLAN - STA. 18+00 CUT-OW-10 TO STA. 4+00 CUT-OW-11

DREDGING PLAN - STA. 9+00 CUT-OW-13 TO STA. 4+00 CUT-OW-16A

DREDGING PLAN - STA. 3+00 CUT-OW-18 TO STA. 16+00 CUT-OW-19

DREDGING PLAN - STA. 3+00 CUT-A TO STA. 2+00 CUT-F

DREDGING PLAN - STA. 2+00 CUT-F TO STA. 9+00 CUT-H

DREDGING PLAN - STA. 9+00 CUT-H TO STA. 3+00 CUT-N

DREDGING PLAN - STA. 3+00 CUT-N TO STA. 1+00 CUT-S

DREDGING PLAN - STA. 1+00 CUT-S TO STA. 4+00 CUT-X

DREDGING PLAN - STA. 4+00 CUT-X TO STA. 1+00 CUT-AA

DREDGING PLAN - STA. 1+00 CUT-AA TO STA. 5+00 CUT-AE

DREDGING PLAN - STA. 5+00 CUT-AE TO STA. 8+08 CUT-AF

DREDGING PLAN - STA. 4+00 CUT-OW-16A TO STA. 21+00 CUT-OW-16B

DREDGING PLAN - STA. 21+00 CUT-OW-16B TO STA. 3+00 CUT-OW-18

RESOURCES

R-01

R-02

ASBUILT DMMA O7 - GRADING PLAN

ASBUILT DMMA O7 - TYPICAL CROSS SECTIONS

DREDGING PLAN - STA. 4+00 CUT-OW-11 TO STA. 9+00 CUT-OW-13

of Engineers

US Army Corps

SOLICITATION NO.:

OKEECHOBEE WATERWAY, REACH 3 AND 4

ON THE ST. LUCIE RIVER

MAINTENANCE DREDGING 8-FOOT PROJECT

MARTIN COUNTY, FLORIDA

W912EP-20-B-0013

G-07 PROJECT LOCATION MAP

COUNTY LINE

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SURVEYING, 30 NOV 2013.

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

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

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

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SB-4427 FEB 2020CUTS 8 - 9

SB-4426 FEB 2020CUTS 1 - 7

SB-4425 FEB 2020CUTS 9 - 12

SB-4422 FEB 2020CUTS AA - AF, 13-18

SB-4421 FEB 2020CUTS A - Z, 19 - 20

VESSELDATE OF SURVEYCUT

FREQUENCY.

28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH

MULTI-BEAM AND SIDESCAN AND A ROSS 835C SMARTSOUNDER DUAL-FREQUENCY

8. VERTICAL MEASUREMENTS WERE MADE USING AN EDGETECH 6205 COMBINED

NOAA TIDAL STATION 872-2381 "SNAKE RESET" (PID: AF6967)

OF THE BENCH MARK BELOW:

VDATUM MODEL WAS USED TO CALIBRATE TO THE PUBLISHED MLLW HEIGHTS

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

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

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

(PID: AJ5634)

REFERENCE BASE LOCATED AT "E 517" FOR CUTS OW9 - OW10, A - Z & AA - AF

REFERENCE BASE LOCATED AT "T 693" FOR CUTS OW1 - OW9 (PID: BBFH83)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

NATIONAL SPATIAL REFERENCE SYSTEM (NSRS).

NORTH AMERICAN DATUM OF 1983 (NAD83), BASED ON THE NOAA

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

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

IS: "INDIANRIVER-STLUCIE-MARTIN_20140527.KTD".

(RTK) GPS WITH A KINEMATIC TIDE DATUM (KTD) MODEL. KTD FILE NAME

2. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

1. REFER TO SURVEY NO. 20-128.

FULL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

G E

N E

R A

G-02

IDENTIFIER

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

ELEVATION AND LOCATION

49.5

TITLE

PID AF31

G E

N E

R A

L S

Y M

B O

L O

G Y

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

PLAN VIEW

CORE BORING

IDENTIFIERGS-JH99-22

CB-JH99-22

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

GENERAL NOTESLEGEND - NAVIGATION REFERENCE SYMBOL KEY

GENERAL SYMBOLOGY

-O

W W

M D

-G

Is y m b o lo g y .d g n

DREDGING EXCLUSION AREAS

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

PROJECT CHANNEL

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

TIDE STAFF

CHANNEL CL PI POINT

R - RESOURCES

C - CIVIL

G - GENERAL

PIPELINE CORRIDOR / STAGING / UNLOADING AREA

VERT

USCG

USC

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

PID

OWW

ODMDS

N.T.S.

NOAA

NGVD29

NAVD88

NAD 83

MLW

MLLW

MHW

IWW

HORIZ

FDOT

FDEP

EOB

ENV

EL / ELEV

ECL

DWG

DMMA

D/B

COR

CHN.

CBL

BLVD

APPROX

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

PERMANENT IDENTIFIER

OKEECHOBEE WATERWAY

OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EXISTING

EDGE OF BERM

ENVIRONMENT

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGED MATERIAL MANAGE AREA

DATABASE

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

SURVEY NOTES - CHANNEL

CHANNEL LIMIT PI POINT

EXISITNG GROUND

OW-5

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

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

DATED 2016).

IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS (AERIAL IMAGERY

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS

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

5. 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

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

REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

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

THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL CALIBRATION/VERIFICATION STATIONS, OR

NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS FOR

(NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS

INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL DATUM OF 1988

TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM PROGRAM AND PUBLISHED NOAA TIDE GAUGE

(MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A KINEMATIC

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW WATER

ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE

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.

FENCE

SURFICIAL SAMPLE

DREDGE AREA

AREAS TO BE DREDGED

CEAN

BLVD

BRI

R O

U T

E U

S B

IXIE H

Y BR

G E

ONTE

REY

BRI

DGE

VETERANS MEMORIAL BRIDGE

I-95 B R

G E

F L O

A T

U R

N P

E B

G E

R E A C H

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

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

G-03

G E

N E

R A

P R

O J E

C T O

V E

R V

2000' 4000'0

PROJECT OVERVIEW

O W W / S T L U C I E R I V E R F E D E R A L C H A N N E L

PLA

N D D

ISPO

L A

- O

-7

S T

U T -9

STA

UT-

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

S T L U

C I E R I

V E R

S T L U C I E R

I V E R

O K E E C

H O

B E E W

A T E R

W A

C I T Y O F S T U A R T

P A L M C I T Y ( C D P )

I N D I A N R

I V E R L

A G O O N

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

A T E R W A Y

T O W N O F O C E A N B R E E Z E

COUNTY ROAD 711 PRATT-WHITNEY ROAD

-O

W W

M D

-G

Io v e rv ie w .d g n

A C

C E S S R

O A

P O

S A

L A

ST LUCIE CANAL LOCKS

CITY OF JENSEN BEACH

STA

8+08 C

U T-A

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

TOTALS

NOTE:

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

DEPTH

REQUIRED

VOLUME TO

OVERDEPTH

ALLOWABLE

VOLUME IN

VOLUME

TOTAL

LOCATION

5,000

1,100 10,000 11,100

31,600 52,000 83,600

CUT OW-10 STA. 13+00 TO STA. 36+00

CUT OW-16B STA. 6+00 TO CUT OW-18 STA. 14+00

CUT OW-19 STA. 0+40 TO STA. 28+00

CUT H STA. 3+00 TO CUT H STA. 8+50

CUT E STA. 1+20 TO CUT E STA. 7+00

7 CUT L STA. 0+00 TO CUT L STA. 2+50

8 CUT AD STA. 3+00 TO CUT AD STA. 7+50

14,800 19,500 34,300

9,000 14,000

1,500 2,500 4,000

2,300 2,000 4,300

6,000 8,000

100 500

14,000

4 CUT D STA. 1+00 TO CUT D STA. 5+00 1,300500800

Y= 1060000

Y= 1040000

Y= 1020000

COUNTY LINE

AREA

DREDGE

ITEM

BID

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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

BEACH

WEST PALM

FT. LUDERDALE

STUART

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

HORIZONTAL AND VERTICAL CONTROL POINT

AF6967

DQ9605

BBFH83

AJ5634

1,026,120.32

1,031,561.66

1,032,692.25

925,610.26

929,826.28

895,733.04

4.90

N/A

3.34

8.94

3.14

SURVEY CONTROL (20-128)

E 517 T 693

SNAKE RESET

E 517

T 693

SNAKE RESET

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

OW-8

OW-7

OW-6

OW-5

OW-4

OW-3

OW-2

OW-1

915,346.57

917,679.23

917,719.41

917,268.53

917,713.69

918,165.54

919,338.56

922,812.40

1,038,658.61

1,036,732.34

1,035,533.59

1,033,527.33

1,032,120.95

1,031,289.83

1,030,054.84

1,030,607.43

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

1,038,633.62

1,038,683.59

1,036,712.98

1,036,751.70

1,035,537.37

1,035,529.81

1,033,525.56

1,033,529.10

1,032,105.22

1,032,136.68

1,031,572.51

1,031,313.58

1,031,266.10

1,031,099.66

1,030,299.91

1,030,097.66

1,030,012.03

1,030,144.23

1,030,567.93

1,030,646.94

915,314.01

915,379.14

917,639.86

917,718.60

917,679.26

917,759.56

917,227.13

917,309.92

917,676.71

917,750.66

918,057.39

918,198.16

918,132.92

918,401.35

919,160.96

919,353.06

919,324.06

919,645.85

922,818.68

922,806.12

CONTROL POINTS

CHANNEL LIMIT

CONTROL POINTS

CHANNEL CENTERLINE

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\01 General\G-04

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

S T

A .4

W -6

MARTIN COUNTY

OKEECHOBEE WATERWAY

RGE. 0

RGE. 80

RGE. 40

RGE.

80RGE.

RGE. 0

RGE. 80

RGE. 40

RGE. 0

RGE. 80

RGE. 40

R G E. 0

R G E. 80

R G E. 40

RGE. 0

RGE. 80

RGE. 40

RGE. 0

RGE. 8

RGE. 4

R G

C U

T -O

W -1

CUT-O

W-

CUT-OW-3

CUT-OW-4

C U

T -O

W -5

CUT-OW-6

CUT-

-7

CUT-OW-8

STA. 0+00 CUT-0W-1

S T A . 32+

00 C U T -O

W -1

S T A . 3+

00 C U T -O

W -2

S T

A C

U T -O

W -3

S T

A .2

U T -O

W -2

S T

A C

U T -O

W -3

S T

A C

U T -O

W -2

S T

A C

U T -O

W -4

S T

A .0

U T -O

W -3

S T

A C

U T -O

W -8

S T

A .2

U T -O

W -7

S T

A C

U T -O

W -7

S T

A C

U T -O

W -6

S T

A .3

U T -O

W -5

S T

A C

U T -O

W -5

S T

A .1

U T -O

W -4

ST LUCIE RIVER

STA. 35+17.52 CUT-OW-1

STA. 0+00 CUT-OW-2

O W -8

7 1

OW-1

O W -2

O W -6

O W -7

O W -5

O W -3

O W -4

Y= 1047500

Y= 1045000

Y= 1042500

Y= 1045000

RGE. 0

RGE. 80

RGE. 40

MARTIN COUNTY

OKEECHOBEE WATERWAY

RGE. 0

RGE. 80

RGE. 40

R G

E . 0

R G

E . 8

G E . 4

C U

T -O

W -8

CUT-OW-9

CUT-OW-10

S T

A .9

U T -O

W -9

S T

A C

U T -O

W -1

S T A .3 C

U T -O

W -1

S T A C

U T -O

W -9

S T A .4 C

U T -O

W -8

ST LUCIE RIVER

O W -9

O W -1

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

OW-10

OW-9

902,564.23

911,255.37

1,045,988.54

1,047,614.85

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

1,045,948.83

1,046,028.25

1,047,569.78

1,047,659.92

902,569.49

902,558.97

911,231.98

911,278.76

CONTROL POINTS

CHANNEL CENTERLINE

CONTROL POINTS

CHANNEL LIMIT

G-

G -0

G-05

G -06

N.T.S.

KEY PLAN

G-

G -0

G-05

G -06

N.T.S.

KEY PLAN

M A

T C

H L

E S

H E

E T G

- 0 S

T A

U T -O

W -8

-O

W W

M D

-G

Ic o n tr o l- .d g n

G E

N E

R A

C H

A N

N E

L C

O N

T R

O L D

A T

G-04

CHANNEL CONTROL DATA

400' 800'0

M A

T C

H L

E S

H E

E T G

-0 S

T A

U T -O

W -1

STA. 4

8+0

0 C

UT-O

W-8

MATCHLIN

E S

HEET G

-04

X= 9

O C

E A

N B

L V

D B

G E

REACH 2

REACH 3

REACH 1

C U

T -O

W -9

S T

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\01 General\G-05

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

MARTIN COUNTY

OKEECHOBEE WATERWAY

ST LUCIE RIVER - SOUTH FORK

RGE. 0

RGE. 80

RGE. 40

CUT-OW-16B

RGE. 0

RGE. 80

RGE. 40

CUT-OW-16A

R G E . 0R

G E . 80

R G E . 40

C U T -O

W -1

5 RGE. 0

RGE. 80

RGE. 40

CUT-OW-14

R G E . 0R

G E . 80

R G E . 40

C U T -O

W -1

R G E . 0R

G E . 80

R G E . 40C

U T -O

W -1

RGE. 0

RGE. 80

RGE. 40

CUT-OW-17

RGE. 0

RGE. 8

RGE. 4

CUT-O

W-

STA.

45+

17.

CUT-O

W-

STA.

0+0

0 C

UT-O

W-

S T A . 0

C U T -O

W -1

S T A . 2

2+ .2

C U T -O

W -1

S T A . 2

C U T -O

W -1

S T

A .3 C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A .1 C

U T -O

W -1

C U T -O

W -1

S T

A .0

U T -O

W -1

S T

A C

U T -O

W -1

S T

A . 1

U T -O

W -1

S T

A . 1

U T -O

W -1

S T

A C

U T -O

W -1

S T

A .6

U T -O

W -1

S T

A C

U T -O

W -1

S T

A .1

U T -O

W -1

S T A . 0

U T -O

W -1

S T

A . 0

U T -O

W -1

S T

A . 0

U T -O

W -1

OW-

O W -1

27O

W -1

O W -1

4O W -1

O W -1

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

OW-19

OW-18

OW-17

OW-16B

OW-16A

OW-15

OW-14

OW-13

OW-12

OW-11

1,033,120.36

1,034,588.33

1,036,212.69

1,039,352.69

1,040,604.26

1,041,429.72

1,042,929.96

1,043,756.74

1,043,919.52

1,045,635.32

896,513.43

895,755.64

895,262.30

895,067.29

895,057.48

895,665.44

895,945.53

896,528.23

896,658.19

898,061.01

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

1,033,100.03

1,033,140.69

1,034,573.22

1,034,603.44

1,036,205.54

1,036,219.83

1,039,351.30

1,039,354.09

1,040,617.26

1,040,591.26

1,041,446.06

1,041,413.37

1,042,945.88

1,042,914.05

1,043,780.77

1,043,732.72

1,043,894.39

1,043,944.66

1,045,596.78

1,045,673.86

896,478.91

896,547.95

895,718.42

895,792.85

895,222.67

895,301.93

895,027.30

895,107.28

895,017.38

895,097.58

895,627.80

895,703.08

895,907.81

895,983.25

896,496.22

896,560.24

896,689.30

896,627.08

898,081.16

898,040.85

CONTROL POINTS

CHANNEL LIMIT

CONTROL POINTS

CHANNEL CENTERLINE

0X= 895000

X= 897500

X= 900000

X= 897500

X= 895000

S T

A .5

U T -J

R G E.

C U

T -O

W -1

R G

C U

T -O

W -2

C U

T- A

CUT-B

CUT-C

CUT-D

C U

T -E

E. 0

E. 80

E. 40

C U

T-F

RGE. 0

RGE. 80

RGE. 40

CUT-H

CUT-G

CUT-I

CUT-J

C U

T -K

CUT-L

CUT-M

CUT-N

CUT-O

C U

T -K

T-P

MARTIN COUNTY

OKEECHOBEE WATERWAY

ST LUCIE RIVER - SOUTH FORK

RGE. 0

RGE. 40

RGE. 80

S T A . 1

.0 C

U T -O

W -1

. 11+98.62 C

U T-O

W -20

. 0+00 C

U T-A

S T

A . 0

U T -B

S T

A . 5

U T -A

S T

A . 0

U T -C

S T

A . 4

U T -B

S T

A .5

U T -I

S T

A C

U T -J

S T

A C

U T -K

S T

A .2

U T -K

S T

A C

U T -L

S T

A C

U T -P

S T

A .3

U T -O

S T

A C

U T -O

S T

A .2

U T -N

S T

A C

U T -N

S T

A .6

U T -M

S T

A C

U T -M

S T

A .1

U T -L

S T

A C

U T -I

S T

A .2

U T -H

S T

A C

U T -H

S T

A .7

U T -G

S T

A C

U T -G

S T

A .8

U T -F

S T A C

U T -E

S T A .7 C

U T -D

S T

A C

U T -D

S T

A .2

U T -C

S T A . 0

U T -O

W -1

S T

A C

U T -F

S T

A .2

U T -E

S T

A .2

U T -O

W -1

S T

A C

U T -O

W -2

O W -1

44O

W -20

S T

A .2 C

U T -P

(X) E

ASTING

FLORID

A EAST ZONE PLANE C

OORDIN

ATES

(NAD83(9

0))

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

OW-20

895,953.37

896,226.37

896,529.37

896,908.37

896,873.37

896,478.36

896,421.36

896,461.36

896,840.36

897,133.35

898,243.35

899,212.35

899,634.35

899,702.35

899,590.34

899,325.34

898,295.33

1,019,953.65

1,020,625.65

1,021,206.65

1,022,144.65

1,022,432.65

1,023,058.65

1,023,416.66

1,023,921.66

1,024,865.66

1,025,507.66

1,026,818.66

1,027,362.67

1,028,276.67

1,028,982.67

1,029,382.67

1,029,834.67

1,030,447.67

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

1,019,933.61

1,020,642.46

1,020,608.83

1,021,223.43

1,021,189.87

1,022,150.07

1,022,139.23

1,022,418.91

1,022,446.40

1,023,044.25

1,023,073.05

1,023,415.07

1,023,418.24

1,023,930.90

1,023,912.42

1,024,882.27

1,024,849.05

1,025,529.29

1,025,486.03

1,026,850.01

1,026,787.31

1,027,391.20

1,027,334.13

1,028,287.27

1,028,266.07

1,028,979.07

1,028,986.27

1,029,366.90

1,029,398.44

1,029,805.56

1,029,863.78

1,030,417.94

1,030,477.41

895,988.41

896,190.03

896,262.72

896,493.01

896,565.73

896,867.42

896,949.32

896,834.74

896,911.99

896,440.15

896,516.57

896,381.11

896,461.61

896,421.96

896,500.75

896,803.97

896,876.75

897,099.26

897,167.45

898,217.48

898,269.22

899,181.47

899,243.24

899,595.18

899,673.51

899,661.81

899,742.88

899,553.22

899,627.47

899,296.04

899,354.64

898,267.08

898,323.59

CONTROL P

OIN

CHANNEL C

ENTERLIN

CONTROL POINTS

CHANNEL CENTERLINE

CONTROL POINTS

CHANNEL LIMIT

G-

G -0

G-05

G -06

N.T.S.

KEY PLAN

G-

G -0

G-05

G -06

N.T.S.

KEY PLAN

MATCHLINE SHEET G-04 STA. 43+00 CUT-OW-10

M A

T C

H L

E S

H E

E T G -0

T A . 3

U T -O

W -1

100' 200'0

-O

W W

M D

-G

Ic o n tr o l- .d g n

G-05

G E

N E

R A

C H

A N

N E

L C

O N

T R

O L D

A T

CHANNEL CONTROL DATA

400' 800'0

M A

T C

H L

E S

H E

E T G -0

T A C

U T -P

M A

T C

H L

E S

H E E T G -0

T A . 3

U T -O

W -1

M O

N T E

R E

Y R

D B

G E

W Y B

ROUTE US 1 BRIDGE

G E

V E

T E

R A

N S M

E M

O R

X= 895000

X= 897500

X= 900000

X= 897500

REACH 3

REACH 4

CUT-PCUT-QCUT-R

CUT-S

C U

T- T

C U

T -U

C U

T -V

T-

CUT-XCUT-Y

CUT-Z

C U

T -A

C U

T -A

C U

T -A

C U

T-A D

CUT-AE

CUT-AF

RGE. 0

RGE. 40

RGE. 80

MARTIN COUNTY

OKEECHOBEE WATERWAY

ST LUCIE RIVER - SOUTH FORK

RGE. 0

RGE. 40

RGE. 80

STA. 5+44.66 C

U T-U

S T A . 4

.6 C

U T -V

S T A . 0

U T -W

S T

A . 1

U T -W

S T

A . 0

U T

-XS

T A C

U T -Z

S T

A .6

U T -Y

. 7

+0 0.

U T-

A B

. 0

C U T-

A C

S T

A C

U T -A

S T

A .1

U T -Z

S T A .6 C

U T -A

S T A C

U T -A

STA. 0+00 C

U T-V

S T

A .3

U T -X

S T

A C

U T -Y

S T

A .2

U T -A

S T

A C

U T -A

S T

A C

U T -A

S T

A .7

U T -A

S T

A C

U T -A

S T A . 6

C U T -A

S T A . 0

U T -A

S T A . 7+

03.16 C

U T -T

S T

A C

U T -T

S T

A .3

U T -S

S T

A C

U T -S

S T

A .4

U T -R

S T

A C

U T -R

S T

A .2

U T -Q

S T

A C

U T -Q

S T A . 0+

00 C U T -U

7A A

A B

A C

A D

A E

A F

E N

S T

A .2

U T -P

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

1,010,700.94

1,010,658.29

1,011,385.55

1,011,341.68

1,012,337.44

1,012,269.80

1,012,654.51

1,012,574.73

1,012,665.59

1,012,585.65

1,012,721.16

1,012,642.09

1,012,804.81

1,012,732.44

1,013,232.76

1,013,176.49

1,014,227.91

1,014,181.35

1,015,388.27

1,015,360.99

1,016,380.69

1,016,388.59

1,016,776.21

1,016,801.06

1,017,288.48

1,017,302.79

1,018,008.37

1,017,988.91

1,018,394.24

1,018,357.04

1,018,842.61

1,018,798.68

1,019,343.91

1,019,295.38

889,104.55

889,172.23

889,535.93

889,602.84

890,185.03

890,235.74

891,160.70

891,174.07

891,781.43

891,785.35

892,474.02

892,488.77

892,755.74

892,793.05

893,303.44

893,361.35

894,035.86

894,100.92

894,843.15

894,921.63

894,904.07

894,984.70

894,800.29

894,876.48

894,599.22

894,679.54

894,614.58

894,694.18

894,804.95

894,875.81

895,054.82

895,121.93

895,436.58

895,500.17

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

889,138.39

889,569.39

890,210.39

891,167.39

891,783.39

892,481.39

892,774.39

893,332.39

894,068.39

894,882.39

894,944.39

894,838.38

894,639.38

894,654.38

894,840.38

895,088.38

895,468.38

END

1,010,679.61

1,011,363.62

1,012,303.62

1,012,614.62

1,012,625.62

1,012,681.62

1,012,768.62

1,013,204.63

1,014,204.63

1,015,374.63

1,016,384.64

1,016,788.64

1,017,295.64

1,017,998.64

1,018,375.64

1,018,820.64

1,019,319.64

CONTROL POINTS

CHANNEL LIMIT

CONTROL POINTS

CHANNEL CENTERLINE

G-

G -0

G-05

G -06

N.T.S.

KEY PLAN

-O

W W

M D

-G

Ic o n tr o l- .d g n

G-06

G E

N E

R A

C H

A N

N E

L C

O N

T R

O L D

A T

CHANNEL CONTROL DATA

400' 800'0

I- B

G E

F L

O R

A T

U R

N P

E B

G E

Y 0X=

M A

T C

H L

E S

H E

E T G

-0 S

T A

U T -P

REACH 4

L O

C K A

N D D

A M

S T L

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\01 General\G-06

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\01 General\G-07

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

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

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

G-07

G E

N E

R A

2000' 4000'0

O W W / S T L U C I E R I V E R F E D E R A L C H A N N E L

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

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

S T L

U C I E R

I V E R

S T L U C I E R

I V E R

O K E E C

H O

B E E W

A T E R

W A

I N D I A N R

I V E R L

A G O O N

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

A T E R W A Y

T O W N O F O C E A N B R E E Z E

-O

W W

M D

-L o c a ti o n m a p .d g n

CITY OF JENSEN BEACH

Y= 1060000

Y= 1040000

Y= 1020000

COUNTY LINE

P R

O J E

C T L

O C

A T

N M

A P

PROJECT LOCATION MAP

C -16

C -1

C-13

C-12

C-11

C-10

C-09 C

C-

C-0

C-05

C-04

C -0

W -9

O W -1

C-01

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

100' 200'0

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

CUT-OW-10

P .I S

T A C

U T -O

W -1

P .I S

T A .9

U T -O

W -9

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

O K E E C H O B E E W A T E R W A Y

S T L U C I E R I V E R

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

S T

A C

U T -O

W -9

S T

A C

U T -O

W -9

CUT-OW-09

RGE. 0

RGE. 40

RGE. 80

RGE. 0

RGE. 40

RGE. 80

Y= 1047000 X

0 Y= 1047500

Y= 1047500

Y= 1047000

Y= 1046500

Y= 1046000

Y= 1045500

Y= 1045000

Y= 1044500

Y= 1045000

Y= 1045500

Y= 1046000

Y= 1046500

REACH 3

C U

T -O

W -9 S

T A

S T

A C

U T -O

W -9 T

U T -O

W -1

PLUS 1-FOOT ALLOWABLE OVERDEPTH

8-FEET REQUIRED DEPTH PLUS (BASE)

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

9 9.

8 9.

7 9.

6 9.

5 9.

4 9.

3 9.

2 9.

0 9.

0 8.

9 8.

8 8.

7 8.

6 8.

4 8.

3 8.

2 8.

1 8.

0 8.

7 7.

6 7.

LT-22 (02/20) 1,046,095902,523

PLANE COORDINATES

AIDS TO NAVIGATION

LABEL

MAP

"LT-22"

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\05 Civil\C-01

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

N.T.S.

KEY PLAN

C -0

SS-OWW20-01

-1

O W -1

O W -1 1+

O W -1 2+

O W -1 3+

O W -1 4+

O W -1

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

100' 200'0

M A T C

H L

E S

H E E T C -0 S

T A . 4

U T -O

W -1

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

C U T -O

W -1

RGE. 0

RGE. 80

RGE. 40

CUT-OW-10

P .I. S

T A . 4

.0 C

U T -O

W -1

P .I. S

T A . 0

U T -O

W -1

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

O K E E C H O B E E W A T E R W A Y

S T L U C I E R I V E R

C-02

Y= 1046500

0 Y= 1047000

Y= 1046500

Y= 1046000

Y= 1045500

Y= 1045000

Y= 1044500

Y= 1044000

Y= 1044500

Y= 1045000

Y= 1045500

Y= 1046000

S T

A C

U T -O

W -1

U T -O

W -1

R G E . 0

R G E . 8

R G E . 4

REACH 3

PLUS 1-FOOT ALLOWABLE OVERDEPTH

8-FEET REQUIRED DEPTH (BASE)

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\05 Civil\C-02

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

C -1

7S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

6 9.

4 9.

2 9.

1 9.

0 9.

9 8.

8 8.

7 8.

6 8.

5 8.

4 8.

3 8.

2 8.

1 8.

0 8.

8 7.

87.

5 7.

4 7.

3 7.

37.

2 7.

DBN-22A (02/20)

DBN-23 (02/20)

1,045,840

1,045,415

900,450

899,565

LT-23A (02/20) 1,045,303897,864

PLANE COORDINATES

AIDS TO NAVIGATION

LABEL

MAP

"RDB-22A"

"GDB-23"

"LT-23A"

"RDB-22A"

"GDB-23"

N.T.S.

KEY PLAN

C -0

CB-SLR00-12

CB-SLR00-27

SS-OWW20-02

SS-OWW20-03SS-OWW20-04

D G E

D I

D G

O W -1

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

100' 200'0

O W -1

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

CUT-OW-11

RGE. 80

RGE. 0

RGE. 40

CUT-OW-12

RGE. 0

RGE. 80

RGE. 40

CUT-OW-13

P .I S

T A .2

U T -O

W -1

P .I S

T A C

U T -O

W -1

P .I S

T A C

U T -O

W -1

P .I S

T A .3

U T -O

W -1

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

O K E E C H O B E E W A T E R W A Y

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

C-03

S T L U C I E R I V E R

APPROXIMATE SHORELINE

NO DREDGING THIS SHEET

S T

A C

U T -O

W -1

U T -O

W -1

REACH 3

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\05 Civil\C-03

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

12.0

3 9.

1 9.

8 8.

6 8.

2 8.2

0 8.

3 7.

27.

1 6.

6.0

N.T.S.

KEY PLAN

C -03

C-04

C-05

C-0

C-

-1

O W -1

W -1

O W -1

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\05 Civil\C-04

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

14.

13.

6 13.

13.

1 13.

13.

12.

9 12.

12.

7 12.

12.

1 12.

12.

11.

4 11.

11.

3 11.

11.

10.

5 10.

10.

2 10.

10.

9.9

9.8

9.8 9.8

9.8

7 9.

9.7

.7 9 .7

9.6

9.5

9.4

9.4 9.4

9.3

9.2

.2 9 .2

9.1

9.0

8.9

8.8

8.7

8.6

8.4

8.3

8.2

8.1

8.0

.0 7.9

7.7

7.6

7.5

.5 7 .5

7.3

7.0

6.9

6.6

PLANE COORDINATES

AIDS TO NAVIGATION

LABEL

MAP

"G D

B -2

"R D

B -2

"L T -2

DBN-23A (02/20) 895,822 1,041,621

DBN-24 (02/20) 895,513 1,041,426

LT-25 (02/20) 895,153 1,040,582

"GDB-23A"

"RDB-24"

"LT-25"

N.T.S.

KEY PLAN

C -03

C-04

C-05

C-0

C-

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

100' 200'0 C-04

RGE. 0

RGE. 80

RGE. 40

CUT-OW-13

CUT-OW-14

CUT-OW-15

RGE. 0

RGE. 8

RGE. 4

CUT-O

W-1

P .I S

T A .3

U T -O

W -1

P .I S

T A C

U T -O

W -1

P .I S

T A C

U T -O

W -1

P .I S

T A .1

U T -O

W -1

P .I S

T A .1

U T -O

W -1

P .I S

T A C

U T -O

W -1

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

O K E E C H O B E E W A T E R W A Y

S T L U C I E R I V E R - S O U T H F O R K

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

M A

T C

H L

E S

H E

E T C -0

T A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

O W -1

U T -O

W -1

X= 89

0 X= 89

X= 89

APPROXIMATE SHORELINE

NO DREDGING THIS SHEET

S T

A C

U T -O

W -1

U T -O

W -1

REACH 3

-1

O W -1

100' 200'0

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

RGE. 0

RGE. 80

RGE. 40

CUT-OW-16A

RGE. 0

RGE. 80

RGE. 40

CUT-OW-16B

P .I S

T A .6

U T -O

W -1

P .I S

T A C

U T -O

W -1

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

O K E E C H O B E E W A T E R W A Y

S T L U C I E R I V E R - S O U T H F O R K

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

C-05

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

APPROXIMATE SHORELINE

X= 894000

X= 894500

X= 895000

X= 895500

X= 896000

X= 896500X= 896500

X= 896000

X= 895500

X= 895000

X= 894500

S T

A C

U T -1

A T

U T -O

W -1

REACH 3

PLUS 1-FOOT ALLOWABLE OVERDEPTH8-FEET REQUIRED DEPTH (BASE)

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\05 Civil\C-05

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

6 6.

2 5.

SS-OWW20-05

SS-OWW20-06

DBN-25A (02/20) 1,038,418895,298

PLANE COORDINATES

AIDS TO NAVIGATION

LABEL

MAP

"G D

B -2

"GDB-25A"

N.T.S.

KEY PLAN

C -03

C-04

C-05

C-0

C-

-1

O W -1

CB-SLR00-9

CB-SLR00-26

SS-OWW20-07

SS-OWW20-08

SS-OWW20-09

SS-OWW20-10

SS-OWW20-11

SS-O

WW20-1

LT-27 (02/20) 895,305 1,036,203

DBN-29 (02/20) 895,744 1,034,803

NUN BUOY-30 (02/20) 895,641 1,034,746

PLANE COORDINATES

AIDS TO NAVIGATION

LABEL

MAP

"L T -2

"N U

N N B

U O

Y -3

"LT-27"

"GDB-29"

"NUNN-BUOY-30"

100' 200'0

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

C-06 S

T A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

CUT-OW-17

P .I S

T A .0

U T -O

W -1

P .I S

T A C

U T -O

W -1

P .I. S

T A . 1

U T -O

W -1

P .I. S

T A . 0

U T -O

W -1

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

O K E E C H O B E E W A T E R W A Y

S T L U C I E R I V E R - S O U T H F O R K

M A

T C

H L

E S

H E

E T C

-0 S

T A . 3

U T -O

W -1

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

X= 897500

X= 897000

X= 896500

X= 896000

X= 895500

X= 895000

X= 894500

X= 894000

X= 894500

X= 895000

X= 895500

X= 896000

RGE. 0

RGE. 80

RGE. 40

RGE. 0

RGE. 80

RGE. 40

CUT-OW-16B

CUT-OW-18

APPROXIMATE SHORELINE

S T

A C

U T -O

W -1

B T

U T -O

W -1

REACH 3

REACH 4

"GDB-29"

"NUNN_BUOY-30"

"L T -2

R E

A C

R E

A C

PLUS 1-FOOT ALLOWABLE OVERDEPTH

8-FEET REQUIRED DEPTH (BASE)

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\05 Civil\C-06

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

C-17

28.

18.

08.

97.

.97 .97 .9 7.

87.

.87 .8

77.

67.

57.

47.

17.

.1 7.

07.

96.

76.

66.

26.

85.

55.

35.

25.

05.

94.

84.

44.

.1 3.

N.T.S.

KEY PLAN

C -03

C-04

C-05

C-0

C-

N T

E R

D G

O W -1

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

SHEET GENERAL NOTES

100' 200'0

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

RGE. 0

RGE. 40

RGE. 80

CUT-OW-18

RGE. 0

RGE. 80

RGE. 40

CUT-OW-19

P .I. S

T A . 1

U T -O

W -1

P .I. S

T A . 0

U T -O

W -1

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

O K E E C H O B E E W A T E R W A Y

S T L U C I E R I V E R - S O U T H F O R K

C-07

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

X= 898500

X= 898000

X= 897500

X= 897000

X= 896500

X= 896000

X= 895500

X= 895000

X= 895500

X= 896000

X= 896500

S T

A C

U T -O

W -1

U T -O

W -1

REACH 4

"GDB-31"

"INFO_SIGN"

(SEE NOTE 1)

BRIDGE FENDER

(SEE NOTE 1)

BRIDGE FENDER

CONTRACTOR TO FIELD DETERMINE LOCATION OF BRIDGE FENDERS.

1. NO DREDGING OPERATIONS WITHIN 25 FEET OF BRIDGE FENDERS.

S T

A C

U T -O

W -1

PLUS 1-FOOT ALLOWABLE OVERDEPTH

8-FEET REQUIRED DEPTH (BASE)

DREDGE AREA 3

PLUS 1-FOOT ALLOWABLE OVERDEPTH

8-FEET REQUIRED DEPTH (OPTION)

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\05 Civil\C-07

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

C -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

5 9.

49.

4 9.

39.

19.

09.

98.

88.

78.

68.

58.

48.

38.

28.

18.

08.

97.

87.

77.

57.

5 7.

47.

37.

27.

17.

86.

56.

46.

36.

26.

06.

95.

85.

75.

65.

35.

15.

84.

74.

64.

54.

44.

34.

24.

04.

93.

7 3.

DBN-31/SIGN (12/18) 1,031,921897,378

PLANE COORDINATES

AIDS TO NAVIGATION

LABEL

MAP

"IN

O S

"GDB-31"

"INFO SIGN"

SS-OWW20-13

SS-OWW20-14

N.T.S.

KEY PLAN

C -03

C-04

C-05

C-0

C-

-1

100' 200'0

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -1

S T

A C

U T -O

W -2

S T

A C

U T -O

W -2

CUT-O

W-2

CUT-A

P .I S

T A C

U T -O

W -2

P .I S

T A .2

U T -O

W -1

P .I S

T A C

U T -A

P .I S

T A .6

U T -O

W -2

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

O K E E C H O B E E W A T E R W A Y

S T L U C I E R I V E R - S O U T H F O R K

RGE. 0

RGE. 80

RGE. 40

CUT-OW-19

C-08

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -O

W -1

M A

T C

H L

E S

H E

E T C

-0 S

T A

U T -A

X 898500

Y 1028500

X 898000

Y 1029000

X 897500

Y 1029500

X 897000

Y 1030000

X 896500

Y 1030500

Y 1031000

X 896500 Y

1031500

Y 1032000

X 897000

Y 1032500

X 897500

Y 1030000

X 900500

Y 1029500

X 900000

Y 1029000

X 899500

Y 1028500

X 899000

RGE. 0

RGE. 40

RGE. 80

APPROXIMATE SHORELINE

S T

A C

U T -O

W -1

U T -A

REACH 4

"RDB-34"

"L T -3

PLUS 1-FOOT ALLOWABLE OVERDEPTH

8-FEET REQUIRED DEPTH (OPTION)

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

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

R E

L Y

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Okeechobee Waterway\Dredging\OWW Reach 3 O&M FY21\080 - Plans\05 Civil\C-08

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

M A

R T

O U

N T

Y F

L O

M A

O N T

H E S

T L

U C

E R

O K

E E

C H

O B

E E W

A T

E R

W A

Y R

E A

C H A

N D

W E

P -2

-B -0

S T

A C

U T -O

W -1

.4 15 .4

.8 14

.3 13

.3 13 .3

.2 12

.1 11

.2 10

9.8

19.

09.

8.9

98.

8.8 8.8

88.

8.7 8.7

78.

68.

8.5

48.

8.3

38.

8.2

28.

18.

08.

7.7

77.

67.

57.

7.4

47.

37.

27.

27.17.1

7.0

6.8

86.

66.

56.

6.46.4 6.4

6.2

26.

65.

6 5.

4 5.

25.

15.

4.8

84.

14.

SS-OWW20-16

LT-33 (02/20) 1,030,506898,3734

DBN-34 (02/20) 1,030,209898,520

PLANE COORDINATES

AIDS TO NAVIGATION

LABEL

MAP

"LT

-33"

"LT-33"

"RDB-34"

N.T.S.

KEY PLAN

C -03

C-04

C-05

C-0

C-

T E

M O

R I

D G

A 3+

A 4+

100' 200'0

D R

E D

G P

L A

-O

W W

M D

-C

N p la n .d g n

DREDGING PLAN

STA. 5+00 CUT-A

S T

A C

U T -C

S T

A C

U T -D

S T

A C

U T -D

S T A C

U T -E

S T A C

U T -E

C U

T -A

C U

T -B

CUT-C

CUT-D

C U

T-E

RGE. 0

RGE. 80

RGE. 40

CUT-F

P .I. S

. 5+23.96 C

U T-A

P .I. S

. 0+00 C

U T-B

P .I. S

T A . 4

.3 C

U T -B

P .I. S

T A . 0

U T -C

P .I S

T A C

U T -D

P .I S

T A .2

U T -C

P .I S

T A .7

U T -D

P .I S

T A C

U T -E

P .I S T

A .2 C

U T -E

P .I S T

A C

U T -F

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

O K E E C H O B E E W A T E R W A Y

S T L U C I E R I V E R - S O U T H F O R K

C-09

M A

T C

H L

E S

H E

E T C -1

T A

U T -F

M A T C

LIN

E S

H E E T C -08 S

T A . 3+00 C

U T -A

APPROXIMATE SHORELINE

APPR

XIM

ATE SH

O R

ELIN

R G

X= 8

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 1, 2020.