G4J031Plans.pdf

PDF 40 MB Posted Sep 7, 2016

Attached to: Intracoastal Waterway St. Augustine/Matanzas Inlet, Florida Maintenance Dredging
Solicitation number: Group4-10-R-J031
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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G4J031Plans IWW St. Augustine Matanzas Inlet

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INTRACOASTAL WATERWAY,

JACKSONVILLE TO MIAMI, FLORIDA

VICINITY OF MATANZAS INLET

VICINITY OF ST. AUGUSTINE INLET AND

PLANS FOR

12-FOOT PROJECT

MAINTENANCE DREDGING

ST. JOHNS COUNTY, FLORIDA

Risk

Lower of Engineers

US Army Corps

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

V E

"INCREASE PROFIT -- SUBMIT VECP'S"

NO. GROUP4-10-R-J031

$AFETY PAY$

In Many Ways!

Jacksonville District

P ro du ct iv ity

In cr ea se d

Quality

Increased

114250-IWWSJC16-GI001cov.dgn

TO ACCOMPANY INVITATION

ATLANTIC OCEAN

LET

ST.

AUGUSTI

INLETMATANZAS

GRAPHIC SCALE

TITLE

AG-02

BG-02

BC-01

BC-02

BC-03

BC-04

ELEVATION (FEET)

MLLW

NAVD88

P.I.

STA.

RGE.

MEAN LOWER LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1988

POINT OF INTERSECTION

STATION

RANGE

NAD83 NORTH AMERICAN DATUM OF 1983

EL. / ELEV.

S. SOUTH

NO. NUMBER

N. NORTH

NOT TO SCALEN.T.S.

HORIZONTAL

E. EAST

DWG. DRAWING

APPROX. APPROXIMATE

W. WEST

VERTICALVERT.

MEAN LOW WATER

HORZ.

MLW

MHW MEAN HIGH WATER

C/L. CENTERLINE

AZ AZIMUTH

WID. WIDENER

VICINITY MAP

6,000'3,000'03,000'

BG-01

S T . A

U G

U S

E P

R O J E

C T E

L E

M E

N T L

M A

T A

N Z

A S P

R O J E

C T E

L E

M E

N T L

ST. AUGUSTINE, GENERAL

MATANZAS, GENERAL

LOCATION TOTAL

DEPTH

REQUIRED

12-FT

PROJECT TOTALS

G-02

G E

N E

R A

-I

W W

S J C

-G

I0 p ln .d g n

P R

O J

E C

T O

V E

R V

GENERAL NOTES

PLAN - IWW CHANNEL CONTROL DATA

ST. AUGUSTINE, CIVIL

MANTANZAS, CIVIL

DREDGING PLAN - STA. 5+00 CUT SJ-60 THRU STA. 3+00 CUT SJ-61

DREDGING PLAN - STA. 3+00 CUT SJ-61 THRU STA. 14+00 CUT SJ-61

OVERDEPTH

ALLOWABLE

2-FT

181,000

48,000

67,000

49,000

17,000

QUANTITIES IN CUBIC YARDS

TOTAL PROJECT ESTIMATED DREDGING

LEGEND:

DREDGING AREAS

AIDS TO NAVIGATION

ELEVATION AND LOCATION

AND LOCATION

CORE BORING DESIGNATION

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

49.5

PIPELINE ACCESS ROUTE

PROJECT CHANNEL

CB-SAM97-4

CULTURAL RESOURCES

BEACH DISPOSAL PLAN AREA

BEACH DISPOSAL FILL

FDEP "R" MONUMENT

VERTICAL CONTROL MONUMENT

ABBREVIATIONS

INDEX TO DRAWINGS

T R

A C

O A S T

A L

W A

T E

R W

A Y

PLAN - SUMMERHAVEN BEACH DISPOSAL AND TYPICAL SECTION

PLAN - MATANZAS INLET VICINITY

DREDGING CROSS SECTIONS

5. MATANZAS INLET DRAWINGS ARE DESIGNATED BY "B" PREFIX.

4. ST. AUGUSTINE INLET DRAWINGS ARE DESIGNATED BY "A" PREFIX.

ONLY THE APPROXIMATE RELATIVE LOCATIONS OF PROJECT FEATURES.

SITE CONDITIONS. THEY DO NOT REPRESENT AN ON-GROUND SURVEY AND PROVIDE

PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REFLECT CURRENT

3. AERIAL PHOTOGRAPHS PROVIDED IN THESE DRAWINGS ARE DATED 2014. THEY ARE

CONSTRUCTION OF THIS PROJECT.

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

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

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

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

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

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

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

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

ST. AUG. IWW CUT SJ-28 AND CUT SJ-28A

ST. AUG. IWW CUTS SJ-29 AND SJ-29A

MATANZAS IWW CUT SJ-60

MATANZAS IWW CUT SJ-61

590,000

160,000

252,000

157,000

21,000

409,000

112,000

185,000

108,000

4,000

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

A T E R W A Y

GULF OF MEXICO

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

WEST

PALM

BEACHFT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

N.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

C U

T S J -6

C U T S J-6

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

C O

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

G e n e ra l\

G -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

M A

D B

COVER SHEET

DWG NO

G-01

G-02

AC-01

AC-02

AC-03

AG-01

AC-04

PLAN - IWW CHANNEL CONTROL DATA AND NOTES

DREDGING PLAN - STA. 14+00 CUT SJ-28 THRU STA. 12+50 CUT SJ-28A

DREDGING PLAN - STA. 4+00 CUT SJ-29 THRU STA. 5+00 CUT SJ-30A

DREDGING CROSS SECTIONS

PLAN - ANASTASIA BEACH DISPOSAL AND TYPICAL SECTION

PROJECT OVERVIEW

PLAN - ST. AUGUSTINE INLET VICINITY

-I

W W

S J

V S

T A -G

I0 v ic .d g n

G E

N E

R A

AG-01

GRAPHIC SCALE

3,000'1,500'01,500'

NOTES:

P L

A N S

A U

G U

S T

E I

N L

E T

SHOREBIRD HABITAT BOUNDARY.

PRIOR TO DREDGE PIPELINE PLACEMENT. PIPELINE SHALL BE ROUTED SEAWARD OF

4. SHOREBIRD NESTING HABITAT BOUNDARY WILL BE MARKED BY STATE PARK PERSONNEL

SITE AND APPROVED BY THE CONTRACTING OFFICER.

3. APPROXIMATE LOCATION OF PIPELINE SHOWN. EXACT ROUTE SHALL BE DETERMINED ON

2. SEE DWG. NO. AG-02 FOR IWW CHANNEL CONTROL DATA AND CHANNEL SURVEY NOTES.

1. SEE DWG. NO. G-02 FOR PROJECT OVERVIEW, INDEX, LOCATION MAP AND GENERAL NOTES.

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

G e n e ra l\

A G -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

BEACH ACCESS POINT

STAGING AREA AND

(SEE NOTE 3)

DREDGE PIPELINE ROUTE

(SEE NOTE 4)

NESTING HABITAT BOUNDARY.

BE ROUTED SEAWARD OF SHOREBIRD

DREDGE PIPELINE IN THIS AREA SHALL

ANASTASIA STATE PARK

CONCH ISLAND

ANASTASIA ISLAND

S A L T R

U N

W C

H A

N N

E L

T O

L O

M A

T O R

E R

M A

T A

N Z

A S R

E R

BEACH

VILANO

ST.

AUGUSTI

NE I

NLET

ATLANTIC OCEAN

ST. AUGUSTINE

CITY OF

LOCATION CUT/STATION TOTAL

VICINITY MAP

T-13

S A

N M

A R

C O A

V E

ST. AUGUSTINE

CITY OF

W Y

A1 A

A N

A S

T A

L V

W Y

TOTALS

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS

IWW- VICINITY OF ST. AUGUSTINE INLET

DEPTH

REQUIRED

12-FT

OVERDEPTH

ALLOWABLE

2-FT

ST. AUGUSTINE BEACH

BEACH

DISPOSAL

MODE

BEACH

SWASH ZONE

BEACH

IWW - CUT SJ-28 STA. 15+50 TO STA 31+50

IWW - CUT SJ-28A STA. 0+50 TO STA 6+50

*CUT SJ-29A STA. 4+00 TO STA 13+00

*CUT SJ-29 STA. 4+00 TO CUT SJ-29A STA 4+00

ADJACENT FLOOD SHOAL

*AREA INCLUDES BOTH IWW CHANNEL AND 66,000

36,000

13,000

2,000

15,000

D R

E D

G E L

DISPOSAL LIMITS

APPROX. BEACH

112,000

76,000

32,000

1,000

3,000

178,000

112,000

45,000

3,000

18,000

1500'

78 79 A40

J 15

Y=2,010,000

Y=2,005,000

Y=2,000,000

Y=2,015,000

Y=2,020,000

Y=2,025,000

Y=2,030,000

Y=2,035,000

Y=2,040,000

X ,0

0400' 400' 800'

III

C U

T S J -2

R G

E .5

R G

C U

T S

J -2

C U

T S J -2

C U

T S J -2

C U

T S

J -3

C U

T S J-

R G

E .5

R G

R G E

R G E .5

R G E

R G

E .5

R G

E .5

R G

R G E.

III

(NAD83(90)) (FT)

PLANE COORDINATES

(NAD83(90)) (FT)

PLANE COORDINATES

CUT SJ-28 STA. 0+00

CUT SJ-27A STA. 66+32.78

CUT SJ-28A STA. 0+00

CUT SJ-28 STA. 33+47.25

CUT SJ-29A STA. 0+00

CUT SJ-29 STA. 11+17.75

CUT SJ-30 STA. 0+00

CUT SJ-29A STA. 13+40.96

CUT SJ-30A STA. 0+00

CUT SJ-30 STA. 8+04.27

CUT SJ-29 STA. 0+00

CUT SJ-28A STA. 23+51.79

558840.13

560519.49

561067.96

561724.14

562240.53

562107.67 2025759.94

2026553.16

2027790.70

2028695.57

2030982.51

2033878.00558899.85 2033899.60

2031005.97

2028722.22

2027821.49561779.02

561125.84

560578.14

562305.14 2026560.60

2025724.79562165.15

562050.18 2025795.08

2026545.71562175.91

561669.27 2027759.91

2028668.93561010.08

560460.85 2030959.05

2033856.40558780.41

78 79 A40

P.I.D.

78 79 A39 RM 1

RAMP RESET

J. SHERIFF

AQ2619

BBBY64

BBCB11

BBCJ50

RAMP RESET

-I

W W

S J C

S T

A -G

I1 p ln .d g n

AG-02

NOTES:

P.I. POINTS

CHANNEL

LIMITS

CHANNEL

SURVEY CONTROL

DESIGNATION

GRAPHIC SCALE

1. SEE DWG. NO. G-02 FOR PROJECT OVERVIEW, INDEX, LOCATION MAP AND GENERAL NOTES.

Y=2,024,000

Y=2,025,000

Y=2,026,000

Y=2,027,000

Y=2,028,000

Y=2,029,000

Y=2,030,000

Y=2,031,000

Y=2,032,000

Y=2,033,000

Y=2,034,000

G E

N E

R A

P L

A N

KTD FILE NAME.

ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM. REFER TO SURVEY NOTES FOR

ORTHOMETRIC HEIGHTS. A MODIFIED VDATUM “KTD FILE”IS USED TO CORRECT OBSERVED

NOAA/NGS GEOID MODEL IS USED TO REDUCE OBSERVED ELLIPSOID HEIGHTS TO NAVD88

ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs LISTED ABOVE. THE CURRENT

UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS PERFORMED

CONSTRUCTION SURVEY POSITIONING CRITERIA:

8720554 - VILANO BEACH IWW

NOAA TIDE GAGE:

{Insert PPCP NGSIDB/OPUS-DB data for a specific IWW Reachtaken from Table 1 in Section 2]

GAGE STATION ID

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

JACKSONVILLE DISTRICT "BENCH" DATABASE.

THE PPCP. NON-NSRS LOCAL PROJECT CONTROL POINTS (LPCP) ARE OBTAINED FROM THE

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

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

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT NOAA NATIONAL

PRIMARY PROJECT CONTROL POINTS (PPCP):

HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 09 APRIL 2010.

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

TIDAL MODEL:

REFERENCED TO THE NORTH AMERICAN DATUM OF 1988 (NAVD88).

ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH. ORTHOMETRIC ELEVATIONS ARE

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

VERTICAL REFERENCE SYSTEM:

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

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

FOR EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS

STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE

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

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

1983 (NAD83) BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL SPATIAL REFERENCE

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

HORIZONTAL REFERENCE SYSTEM:

CHANNEL CONTROL DATA NOTES

W C

H A

N N

E L C

O N

T R

O L D

A T

A A

N D N

O T

E S

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

G e n e ra l\

A G -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

X ,0

X .0

X ,0

25.5 23.2

22.2 22.0 21.9

21.8

21.7

21.6

21.5

21.4

21.3

21.2

21.1

21.0

20.9

20.9 20.9

20.9

20.8

20.8 20.8

20.8

20.7

20.6

20.5

20.4

20.4 20.4 20.4

20.3

20.2

20.2 20.2

20.2

20.1

20.1 20.1 20.1

20.0

19.9 19.9 19.9

19.8

19.7

19.7 19.6

19.6

19.5

19.4

19.3

19.2

19.2 19.2

19.1

19.0

18.9 18.9 18.9

18.9

18.8

18.7

18.7 18.7

18.7

18.6

18.5

18.4 18.4

18.4

18.3 18.3

18.3

18.3 18.3

18.3

18.2

18.2 18.2

18.2

18.1

18.0

17.9

17.8

17.8 17.7

17.7 17.7

17.6 17.6

17.6

17.5

17.4

17.4 17.4

17.4

17.4 17.4

17.3 17.3

17.3

17.2

17.1

17.1 17.0

17.0 17.0

17.0

16.9

16.8

16.7 16.7

16.7

16.6

16.6 16.6

16.6

16.6 16.6

16.6

16.6 16.6

RGE. 62.5

16.5

16.4

16.4 16.4

16.4

16.3

16.2

16.1

RGE. 125

16.0 16.0

16.0

15.9

15.9 15.9

15.9

15.8

15.8 15.8 15.8 15.8 15.7

15.7

15.7 15.7

15.7

15.6

15.6 15.6

15.6

15.6 15.6

15.6 15.5

15.5

15.5 15.5 15.5

15.5

15.4

15.4 15.4

15.4

15.3 15.3

15.3

15.2

15.2 15.2

15.1

15.1 15.1

15.1

15.0

15.0 15.0

15.0

14.9

14.9 14.9

14.8

14.8 14.7

14.7 14.7

14.6

14.5

14.5 14.5

14.5 14.4

14.4

14.4 14.4

14.4

14.4 14.4

14.3

14.3 14.3

14.3

14.3 14.3 14.2

14.2

14.2 14.2

14.2

14.2 14.2

14.2

14.2 14.1

14.1

14.0

13.9 13.9

13.9

13.8

13.7

13.7 13.7

13.7

13.7 13.7

13.6

13.6 13.6

13.6

13.6 13.6

RGE. 0

13.5

13.5 13.5

13.5

13.4

13.4 13.4

13.4

13.3

13.2

13.2 13.2

13.2

13.2 13.1

13.1

13.1 13.1

13.1

13.1 13.1

13.1

13.0

13.0 13.0

13.0

12.9 12.9

12.9

12.9 12.9

12.9

12.8

12.8 12.8

12.8

12.7

12.6

12.6 12.6

12.6

12.5

12.5 12.5

12.5

12.4

12.4 12.4 12.4

12.4

12.3

12.3 12.3 12.3

12.3 12.3

12.3

12.2

12.2 12.2 12.2

12.2

12.2 12.2

12.2

12.1

12.1 12.1

12.1

12.0

12.0 12.0

12.0

11.9

11.9 11.9

11.9

11.9 11.9

11.9

11.9 11.9 11.9

11.9

11.8

11.7 11.7

11.7

11.7 11.7

11.7

11.7 11.7

11.7

11.6

11.6 11.6

11.6

11.5

11.5 11.5

11.5

11.4

11.4 11.4

11.4

11.4 11.4

11.4

11.4 11.4

11.4

11.4 11.4

11.4

11.4 11.3

11.3

11.3 11.3

11.3

11.2

11.2 11.2

11.2

11.2 11.2

11.2

11.2 11.2

11.2

11.2 11.2

11.2

11.2 11.2

11.2

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.1 11.1

11.1

11.0

11.0 11.0

11.0

11.0 11.0

11.0

11.0 11.0

11.0

11.0 11.0

11.0

11.0 11.0

11.0

10.9

10.9 10.9

10.9

10.9 10.9

10.9

10.8 10.8 10.8

10.8 10.8

10.8

10.8 10.8

10.8

10.8 10.8

10.8

10.8 10.8

10.8

10.7

10.7 10.7 10.7

10.7 10.7

10.7

10.7 10.7

10.7

10.7 10.7

10.7

10.7 10.7

10.7

10.7 10.6

10.6

10.6 10.6 10.6

10.6

10.6 10.6

10.6

10.6 10.6

10.6

10.6 10.6

10.6

10.5

10.4

10.4 10.4

10.4

10.3

10.3 10.3

10.3

10.3 10.3

10.3

10.2

10.2 10.2

10.2

10.1

10.1 10.1

10.1

10.0

9.9

9.8

9.6

9.5

9.4

9.1

BEACH DISPOSAL

SURVEY NOTES

30 NOV. 2013.

ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING,

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN

9. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY

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.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

8. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

FLOOD SHOAL11-FEB-2016 SB-40

FLOOD SHOAL 29-JAN-2016 SB-48

FLOOD SHOAL 28-JAN-2016 SB-48

SJ-28 SJ-30A 06-JAN-2016 SB-48

SURVEY VESSEL DATE OF SURVEY CUTS

DUAL-FREQUENCY 28/200 kHz. ALL DEPTHS SHOWN ARE HIGH FREQUENCY.

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS SMART SOUNDER 835B

(OPUS PID: DL5712)

*NOAA TIDAL STATION 872-0554 B FOR CUT SJ-28 THRU CUT SJ-30 AND FLOOD SHOAL

SITES SPECIFIED BELOW:

PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE

ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO THE

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

6. DEPTHS DEPICTED IN THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH

*REFERENCE BASE LOCATED AT “RAMP RESET” (OPUS PID: BBCB11)

THE FOLLOWING REFERENCE BASE LOCATION:

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

AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH

4. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

3. AIDS TO NAVIGATION WERE LOCATED AS PART OF THIS SURVEY.

2. ALL ELEVATIONS ARE BELOW THE CHART DATU UNLESS PRECEEDED BY A (+) SIGN.

1. REFER TO SURVEY NO. 16-021.

RGE. 62.5

RGE. 125

APPROX. SHORELINE

SEE NOTE NO. 3

(SEE TABLE FOR LOCATIONS)

CULTURAL RESOURCE SITES

SEE NOTE NO. 3

(SEE TABLE FOR LOCATIONS)

CULTURAL RESOURCE SITES

SEE NOTE NO. 3

(SEE TABLE FOR LOCATIONS)

CULTURAL RESOURCE SITES

SEE NOTE NO. 3

(SEE TABLE FOR LOCATIONS)

CULTURAL RESOURCE SITES

APPROX. SHORELINE

"F E

N D E R

200'100'0100'

GRAPHIC SCALE

AC-01

-I

W W

S J C

S A -C

N p ln .d g n

X=560,000

X=559,500

X=559,000

X=558,500

X=558,000

X=561,500

X=561,000

Y ,0

S T

A C

U T -S

J -2

S T

A C

U T -S

J -2

S T

A C

U T -S

J -2

S T

A C

U T -S

J -2

PLANE COORDINATES

NOTES:

(X) EASTING (Y) NORTHING

D R

E D

G E P

L A

DBN-57

JACKSONVILLE TO MIAMI

INTRACOASTAL WATERWAY

RADIUS

BUFFER

X=560,500

S T

U T -S

J -2

SITE NO.

NAVIGATION

AIDS TO

S T

A C

U T -S J -2

S T

A C

U T -S J -2

CULTURAL RESOURCE SITE LOCATIONS

S T

A C

U T -S J -2

S T

A C

U T -S J -2

S T

A C

U T -S J -2

S T

A C

U T -S

J -2

S T

A C

U T -S

J -2

NR-72

NR-68

NR-63

NR-18

NR-11

MR-79

MR-76

MR-67

MR-65

MR-63

MR-62

MR-55

MR-13

MR-12

MR-11

MR-1

100'

559,402

559,434

559,456

559,996

560,061

560,471

560,514

560,492

560,565

560,628

560,543

560,674

560,746

560,747

560,779

560,837

2,032,125

2,032,142

2,032,203

2,032,461

2,032,488

2,029,453

2,029,463

2,029,795

2,029,495

2,029,453

2,029,768

2,029,491

2,031,003

2,031,095

2,031,073

S T

U T -S

J -2

H R

U S

T A

U T -S

J -2

N O

R T

H E

R L

Y L

F P

R O J

E C

T S

T A

U T S

J -2

INFO BUOY

560,471 2,031,394

S T

A C

U T -S J -2

(SEE NOTE 4)

OF THE USINA BRIDGE

NO ANCHORING SOUTH

CAUTION:

CUT SJ-28

CUT SJ-28A

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

AREA ARE SHOWN ON THIS DRAWING.

NUMBER OF CULTURAL RESOURCE SITES KNOWN TO EXIST THERE. NOT ALL SITES IN THAT

USINA BRIDGE AND WEST OF THE AUTHORIZED CHANNEL AND DREDGE AREA, DUE TO THE

4. DO NOT ANCHOR OR OTHERWISE CONTACT THE BOTTOM WITHIN 2,500 FT SOUTH OF THE

WITHIN THE DESIGNATED CULTURAL RESOURCE BUFFER AREAS.

3. DO NOT ANCHOR OR OTHERWISE CONTACT OR DISTURB THE BOTTOM

2. SEE DWG. NO. AG-02 FOR IWW CHANNEL CONTROL DATA AND CHANNEL SURVEY NOTES.

1. SEE DWG. NO. G-02 FOR PROJECT OVERVIEW, INDEX, LOCATION MAP AND GENERAL NOTES.

R E

E D T

O A

C C

O M

P A

N Y R

E V

CUT SJ-28

CUT SJ-28A

C U

T S J -2

C U

T S J -2

E G

B A

U Y

R A

M D

N A

R F

MR-1

MR-11M

R -1

MR-13

M R -5

M R -6

MR-63

MR-65

MR-67

M R-76

MR-79

N R -1

N R -6

8N R -7

N R -1

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

C iv il \A

C -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

V B -I

W W

M -S J -3

V B -I

W W

M -S J -2

V B -I

W W

M -S J -1

RGE. 0

"D B

N -5

"I N F O B

U O

"F E

N D E R

"I N F O B

U O

"F E

N D E R

"F E

N D E R

26.5

26.4

A .0

U T -S

J -2

S T

A .7

U T -S

J -2

26.3

26.2

26.1

25.9

25.8

25.7

25.6

25.5

25.3

25.2

25.0

24.9

24.

24.9

24.8

24.7

24.6

24.5

24.4

24.3

24.2

24.

24.1

24.0

23.

23.9 23.9

23.8

23.7

23.

23.6

23.5

23.

23.5

23.4

23.

23.4

23.3

23.2

23.1

23.

23.0

23.0 23.0

23.0

22.9

22.

22.8

22.7

A C

U T S J -2

22.6

6 22.6

22.5

22.

22.5

22.

22.4

22.3

22.2

22.

22.2

22.1

22.0

21.9

21.

21.9

21.8

21.7

21.6

21.

21.6

21.5

21.4

21.3

21.2

21.1

21.1 21.1

21.0

20.9

20.8

20.8 20.8

20.8

20.7

20.6

20.5

20.4

20.

20.4

20.3

20.3 20.3

20.3

20.2

20.

20.2

20.1

20.0

19.9

19.8

19.7

19.

19.7

19.6

19.5

19.4

19.3

19.2

19.

19.2

19.1

19.0

18.9

18.

18.9

18.8

18.7

18.6

18.5

18.4

18.4 18.4

18.4

18.3

18.2 18.2

18.2

18.1

18.0

17.

17.9

17.8

17.7

17.6

17.5

17.4

17.3

17.2

17.1

17.0

16.9

16.8

16.7

16.

16.7

16.6

16.5

16.4

16.3

16.2

16.1

16.

16.0

15.

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.2

15.1

15.0

14.9

14.9 14.9

14.9

T S

J -3

14.8

14.7

14.6

14.5

14.

14.4

14.3

14.2

14.1

14.0

13.9

13.8

13.7

13.6

13.

13.6

13.5

13.4

13.3

13.2

13.1

13.0

12.9

12.8

12.7

12.6

12.

12.6

12.5

12.4

12.3

12.2

12.1

12.0

11.

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.

11.0

10.9

10.8

10.7

10.

10.6

10.5

10.4

10.3

10.

10.2

10.1

10.0

9.9

9.8

9.8 9.8

9.8

9.7

9.6 9.6

9.6

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.8 8.8

8.8

8.7

8.6

8.6 8.6

8.6

8.5

8.4

8.3

8.2

8.2 8.2

8.2

8.1

8.1 8.1

8.1

8.0

7.9

7.8

7.7

7.6

7.5

7.4

7.3

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.5

6.4

6.4 6.4

6.4

6.3

6.2

6.2 6.2

6.2

6.2 6.2

6.1

6.1 6.1

6.1

6.0 6.0

6.0

6.0 6.0

6.0

5.9

5.9 5.9

5.8

5.7

5.7 5.7

5.7

5.6

5.5

5.4

5.3

5.2 5.2

5.2

5.1 5.1

5.1

5.1 5.1 5.1

5.0

5.0 5.0

5.0

4.9

4.8

4.7

4.6

4.5

4.5 4.5

4.5

4.4

4.4 4.4

4.4

4.4 4.4

4.3

4.2 4.2

4.2

4.1

4.0

4.0 4.0

4.0

3.9

3.8

3.7

3.6 3.6

3.6

3.5

3.5 3.5

3.5

3.4

3.3

3.2

3.2 3.2

3.2

3.2 3.2

3.2

3.1

3.1 3.1

3.1

3.1 3.1

3.1

3.0

3.0 3.0 3.0

3.0

2.9

2.92.9

2.9

2.8 2.8 2.8

2.8

2.8 2.8

2.8

2.7

2.7 2.7

2.7

.7 2 .7

2.6

2.6 2.6

2.6

2.5

2.4

2.42.4

2.4

2.3

2.3 2.3

2.3

2.3 2 .3

2.2

2.2 2.2

2.2

2.1

2.12.1

2.1

2.0

2.0 2.0

2.0

1.9

1.8

1.8 1.8

1.8

.8 1 .8

1.7

1.7 1.7

1.7

1.6

1.5

1.4

.4 1 .4

1.3

1.2

1.1

1.1 1.1

1.1

1.1 1.1 1.1

1.1

1.0

1.0 1.0

0.9

0.9 0.9

0.9

0.8 0.8

0.8

0.8 0.8

0.7

0.7 0.7

0.7

.7 0 .7

0.6

0.5

0.4

0.3

0.3 0.3

0.3

.3 0 .3 0 .3 0 .3 0 .3

0.2 0.2

0.2

0.2 0.2

0.1

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

Jacksonville District

J .E .B

M .L .C

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

C iv il \A

C -0

A u g of Engineers

US Army Corps

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

V B -I

W W

M -S

A -1

V B -S

M -1

V B -S

M -0

C B -S

A M

-2

C B -S

A M

-3

APPROX. SHORELINE

JETTY

SEE NOTE NO. 3

(SEE TABLE FOR LOCATIONS)

CULTURAL RESOURCE SITES

SEE NOTE NO. 3

(SEE TABLE FOR LOCATIONS)

CULTURAL RESOURCE SITES

S E

E N

O T

S E

E T

A B

L E F

O R I

D E

N T

A T

C U

L T

U R

A L R

E S

O U

R C

E S

200'100'0100'

GRAPHIC SCALE

AC-02

D R

E D

G P

L A

-I

W W

S J C

S A -C

N p ln .d g n

PLANE COORDINATES

(X) EASTING (Y) NORTHING

Y ,0

X=562,500

X=562,000

X=561,500

X=561,000

X=560,500

X=560,000

(X) EASTING (Y) NORTHING

RLB-60

X=563,000

X=563,500

X=564,000

S T

A . 4

U T -S

J -2

S T

A U

G U

S T

E I

N L E

R G

E .5

R G

SITE NO.

NAVIGATION

AIDS TO

SR-81

SR-77

SR-76

SR-69

SR-66

SR-9

SR-6

SA-0S-4

100'

200'

561,184

561,225

561,279

561,303

561,372

562,561

562,609

562,665

2,027,566

2,027,548

2,027,593

2,027,579

2,027,611

2,028,195

2,027,359

2,027,233 561,471 2,028,247

562,452 2,026,889

562,494 2,026,636

563,733 2,026,504

561,541 2,027,648

561,370 2,028,173

MAINTENANCE AREA

FLOOD SHOAL ADVANCE

PLANE COORDINATES

X Y

561,471 2,028,247

562,452 2,026,889

562,494 2,026,636

563,733 2,026,504

561,541 2,027,648

561,370 2,028,173

S T

U T S

J -2

H R

U S

T A

U T S

J -3

PLANE COORDINATES

MAINTENANCE AREA

FLOOD SHOAL ADVANCE

CULTURAL RECOURCE SITE LOCATIONS

RADIUS

BUFFER

POINT NO.

BOUNDARY

PROJE

CT E

LEMENT S

TA. 5

+00

CUT-30

SOUTHERLY L

IMIT

OF ST A

UGUSTIN

E IN

LET

LT-58A

LT-1

NUN-2

GLB-59

561,784

562,547

562,733

562,762

561,598

2,025,886

2,025,632

2,026,828

2,027,142

2,027,920

CUT SJ

-29

CUT SJ-29A

T SJ-30

RGE. 0

RGE. 62

RGE. 12

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

S T

A C

U T S J -2

S T

A C

U T S

J -2

S T

A C

U T S

J -2

S T A C

U T S J -3

S T

A .0

U T -S J -3

S T

A .9

U T -S J -2

STA.

UT-

-3 0A

STA.

UT-

-3

S T

A C

U T S J -2

JACKSONVILLE TO MIAMI

INTRACOASTAL WATERWAY

S T

R E

E D T

O A

C C

O M

P A

N Y R

E V

NOTES:

3. SEE DWG. NO. AC-04 FOR ST. AUGUSTINE BEACH SURVEY NOTES.

2. SEE DWG. NO. AG-02 FOR AIWW CHANNEL CONTROL DATA AND CHANNEL SURVEY NOTES.

1. SEE DWG. NO. G-02 FOR PROJECT OVERVIEW, INDEX, LOCATION MAP AND GENERAL NOTES.

AREA ARE SHOWN ON THIS DRAWING.

NUMBER OF CULTURAL RESOURCE SITES KNOWN TO EXIST THERE. NOT ALL SITES IN THAT

USINA BRIDGE AND WEST OF THE AUTHORIZED CHANNEL AND DREDGE AREA, DUE TO THE

5. DO NOT ANCHOR OR OTHERWISE CONTACT THE BOTTOM WITHIN 2,500 FT SOUTH OF THE

BUFFER AREAS.

THE BOTTOM WITHIN THE DESIGNATED CULTURAL RESOURCE

4. DO NOT ANCHOR OR OTHERWISE CONTACT OR DISTURB

C U

T S J -2

C U

T S

J -2

C U

T S

C U

T S

J -2

C U

T S

J -2

C U

T S

SR-66

SR-69SR-76

S R -77

SR-81

S A -O

S -4

S R -6

S R -9

-0.0

+0.1

+0.2

+0.3

+0.4

"G L B -5

"L T

"R L B -6

"N U

N -2

"L T -5

12-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

SWASH ZONE DISPOSAL

BEACH D

ISPOSAL

EXISTING BOTTOM

100'50'050'

AC-03

-I

W W

S J C

S T

A -C

N x s c .d g n

20'10'010'

NOTES:

2. SEE DWG. NO. AG-02 FOR IWW CHANNEL CONTROL DATA AND SURVEY NOTES.

1. SEE DWG. NO. G-02 FOR PROJECT OVERVIEW, LOCATION MAP, AND GENERAL NOTES.

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

W ) 0

E L E

V A

N I

N F

E E

L L

0 -100 -200 -300 -400 -500 -600100200300500

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

E L E

V A

N M

L L

0 -100 -200 -300100200300

E L E

V A

N I

N F

E E

L L

0 -100 -200 -300100200300

0 -100 -200 -300 -400 -500100200300

E L E

V A

N M

L L

0 -200 -300100200300

SCALE: A (HORIZ.)

SCALE: B (VERT.)

SCALE: A (HORIZ.)

-100

SCALE: B (VERT.)

SCALE: A (HORIZ.)

AREA TO BE DREDGED

125'

R G

E .5

SCALE: A (HORIZ.)

SCALE: B (VERT.)

AREA TO BE DREDGED

R G

V A

R G

E V

A R

R G

E V

A R

R G

E V

A R

R G

E V

A R

R G

E V

A R

PROJECT CHANNEL

R G

E V

A R

"A"

"B"

ADVANCE MAINTENANCEADVANCE MAINTENANCE

ADVANCE MAINTENANCE

MAINTENANCE

ADVANCE

SCALE: B (VERT.)

GRAPHIC SCALE

W D

R E

D G

G S

E C

N S S

A U

G U

S T

AREA TO BE DREDGED

PROJECT CHANNEL

AREA TO BE DREDGED

125' PROJECT CHANNEL 125' PROJECT CHANNEL

R G

SCALE: B (VERT.)

R G

CUT-SJ-28A 1+00 CUT-SJ-29A 8+00

CUT-SJ-29A 4+50

CUT-SJ-28 20+00

CUT-SJ-29 8+00

CUT-SJ-29A 10+00

125' ADVANCE MAINTENANCE ADVANCE MAINTENANCE

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

R G

E .5

R G

AREA TO BE DREDGED

125' PROJECT CHANNEL

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

R G

E .5

R G

125' PROJECT CHANNEL

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

MAINTENANCE

ADVANCE

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

C iv il \A

C -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

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

X=570,000

X=568,500

X=569,000

X=569,500

Y ,0

,5 o n

Y ,0

ELEV. +7.95

APPROX. SEAWARD EDGE OF BERM

NOTES:

MATERIAL TO MOUND IN DISCHARGE AREA.

RELEASE OF DREDGED MATERIAL DIRECTLY INTO SWASH ZONE. DO NOT ALLOW

2. ESTABLISH DISCHARGE POINT(S) AT AND/OR SOUTH OF FDEP MONUMENT T-132 FOR

1. SEE DWG. NO. G-02 FOR PROJECT OVERVIEW, LOCATION MAP, AND GENERAL NOTES.

500' BERM TRANSITION

INTO SWASH ZONE (SEE NOTE 2)

DISCHARGE MATERIAL DIRECTLY

ELEV +7.95

APPROX. LANDWARD EDGE OF BERM

E R

500' BERM TRANSITION

APPROX. SEAWARD TOE OF BERM

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

C iv il \A

C -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

-S

T A

M A

T -C

N p ln .d g n

AC-04

D E

N E

D B

P L

A N

A S

T A

E A

C H D

O S

A L T

Y P

A L S

E C

DISTANCE IN FEET FROM FDEP RANGE MONUMENT

20 0 100 200 300 400 500 600 700 800 900

ANASTASIA STATE PARK BEACH - TYPICAL SECTION

(Y) NORTHING

(Y) NORTHING(X) EASTING

D 322

H 322

571,956.13

571,432.35

10.09

5.78

FDEP RANGE MONUMENT COORDINATES

MONUMENT

CONTROL

2,008,138.12

2,008,844.67

ELEVATION

NUMBER

MONUMENT

PLANE COORDINATES

(X) EASTING

PLANE COORDINATES

BEACH SURVEY CONTROL

T-132

R-131A

T-130

569,375.67

568,697.39

568,894.43

2,017,594.10

2,018,510.58

2,019,635.87

10.44

7.74

11.33

SCALE: N.T.S.

+10

0 0

+10

+20 +20

E L E

V A

N I

N F

E E

N A

V D

E L E

V A

N I

N F

E E

N A

V D

BEACH FILL

DESIGN BERM ELEV. +7.95

+ 1 FT. TOLERANCE

BERM WIDTH

165-FOOT

E D

G E O

F B

E R

EXISTING BOTTOM

DISTANCE VARIES

200'100'0100'

GRAPHIC SCALE

DREDGE PIPELINE ROUTE

BG-01

G E

N E

R A

-I

W W

S J C

M T -G

I1 v ic .d g n

LOCATION CUT/STATION TOTAL

115,000

48,000

67,000

TOTALS

DEPTH

REQUIRED

12-FT

OVERDEPTH

ALLOWABLE

2-FT

IWW - CUT SJ-60 STA. 1+59 TO STA 26+86.43

412,000

160,000

252,000

MATANZAS I

NLET

R A

T T L E S

N A

K E

L A

N D

R A

C O

A S T

A L W

A T E

R W

A Y

S U

M M

E R H

A V

E N

S T

A T

E H

W Y . A

A T

A N

Z A S R

E R

ATLANTIC OCEAN

PELLICER CREEK

ST. JOHNS COUNTY

FLAGLER COUNTY

P L

A N M

A T

A N

Z A

S I

N L

E T

IWW - CUT SJ-61 STA. 0+00 TO STA. 18+00

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS

IWW- VICINITY OF MATANZAS INLET

2. SEE DWG, NO. BG-02 FOR CHANNEL CONTROL DATA.

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

GRAPHIC SCALE

1,000' 2,000'1,000' 0

NOTES:

297,000

112,000

185,000

VICINITY MAP

C U

T S J -6

U T S J-6

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

G e n e ra l\ B

G -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

R-

S B

E A

C H D

P O

S A

D R

E D

G E L

R-

MARIN

ELAND

RGE. 0

RGE. 62.5

RGE. 125.0

C U

T S J -5

C U

T S

J -6

C U

T S J -6

CUT SJ-59 STA. 0+00

CUT SJ-58 STA. 11+14.17

III

CHANNEL LIMITS

III

CHANNEL P.I. POINTS

(NAD83(90)) (FT)

PLANE COORDINATES

(NAD83(90)) (FT)

PLANE COORDINATES

CUT SJ-62 STA. 0+00

CUT SJ-61 STA. 70+07.03

CUT SJ-61 STA. 0+00

CUT SJ-60 STA. 26+86.34

CUT SJ-60 STA. 0+00

CUT SJ-59 STA. 23+83.83

576822.31 1961264.47

578143.77 1959280.44

578025.13 1956596.72

582325.63 1951064.62

576976.89 1961308.28

577134.88 1960907.94

578207.12 1959298.09

578109.67 1957093.81

578381.35

582377.07 1951100.29

1956240.33

582274.20 1951028.95

577961.68 1956576.51

578060.36 1958808.66

577984.11

577827.99 1959641.82

1959235.96

576759.15 1961246.57

BENCHMARK

IWSJ-224 1997 6.26

(NAD83(90)) (FT)

PLANE COORDINATES

SETTLING BASINS

578202.59 1959195.66

578277.52 1959192.35

578175.56 1956886.76

578773.22 1955532.60

578576.23 1955378.64

577707.82 1956495.75

577756.25 1957590.81

578028.14 1958083.47

ELEV. (FT)

NAVD 1988

NOTES:

582,790.52

1,950,641.78

G E

N E

R A

SCALE "A"

BG-02

GRAPHIC SCALE

800'400'0400'

P L

A N

W C

H A

N N

E L C

O N

T R

O L D

A T

CHANNEL CONTROL DATA NOTES

KTD FILE NAME.

ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM. REFER TO SURVEY NOTES FOR

ORTHOMETRIC HEIGHTS. A MODIFIED VDATUM “KTD FILE”IS USED TO CORRECT OBSERVED

NOAA/NGS GEOID MODEL IS USED TO REDUCE OBSERVED ELLIPSOID HEIGHTS TO NAVD88

ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs LISTED ABOVE. THE CURRENT

UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN) GPS OBSERVATIONS

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS PERFORMED

CONSTRUCTION SURVEY POSITIONING CRITERIA:

NOAA TIDE GAGE:

IWW CUT-60 & CUT-61 IWSJ-224 BBCD52

GAGE STATION IDCHANNEL REACHNGSIDB/OPUS PID

JACKSONVILLE DISTRICT "BENCH" DATABASE.

THE PPCP. NON-NSRS LOCAL PROJECT CONTROL POINTS (LPCP) ARE OBTAINED FROM THE

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

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

PPCP COORDINATE AND ELEVATION DATA ARE OBTAINED FROM THE CURRENT NOAA NATIONAL

PRIMARY PROJECT CONTROL POINTS (PPCP):

HYDRODYNAMIC TIDAL MODEL VERSION 01, RELEASE 09 APRIL 2010.

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

TIDAL MODEL:

REFERENCED TO THE NORTH AMERICAN DATUM OF 1988 (NAVD88).

ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH. ORTHOMETRIC ELEVATIONS ARE

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

VERTICAL REFERENCE SYSTEM:

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

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

FOR EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS

STATIONING AND OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE

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

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

1983 (NAD83) BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL SPATIAL REFERENCE

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

HORIZONTAL REFERENCE SYSTEM:

2. SEE. DWG. NO. BC-01 FOR CHANNEL SURVEY NOTES.

1. SEE DWG. NO. G-02 FOR PROJECT OVERVIEW, INDEX AND GENERAL NOTES.

CUTS SJ-59, SJ-60, AND SJ-61

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

G e n e ra l\ B

G -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

A . 2

U T -5

N O

R T

H E

R L

Y L

F M

A T

A N

Z A S P

R O J E

C T E

L E

M E

N T

M A

T C

H L

E D

W G . N

O . B

C -0

T A . 3

U T -6

.2 .2

9 9.

99.

69.

79.

7 9.

79.

7 9.

.7 9 .6

49.

29.

3 9.

2 9.

3 9.

39.

3 9.

39.

19.

0 9.

19.

1 9.

98.

7 8.

88.

8 8.

7 8.

6 8.

5 8.

68.

5 8.

48.

.4 8 .3

28.

07.

98.

0 8.

77.

"N U

N -8

57.

37.

.3 7 .3

96.

07.

06.

66.

.6 6 .5

36.

3 6.

36.

16.

1 6

95.

9 5.

06.

85.

55.

5 5.

6 5.

55.

.5 5 .6

35.

45.

35.

S T

2 5.

15.

9 5.

9 4.

04.

84.

64.

54.

6 4.

.6 4 .6

34.

2 4.

34.

04.

1 4.

8 3.

63.

6 3.

43.

0 3.

13.

03.

82.

.72.

3. SEE DWG. NO. BC-01 FOR CHANNEL SURVEY NOTES.

2. SEE DWG. NO. BG-02 FOR CHANNEL CONTROL DATA.

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

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

PLANE COORDINATES

AIDS TO NAVIGATION

NOTE:YX

NUN-80B (02/16)

GRAPHIC SCALE

NUN-80A (02/16)

APPROXIMATE SHORELINE

SETTLING BASIN

1,958,298577,969

-I

W W

S J C

M T -C

N p ln .d g n

1,959,381LT-81 (02/16) 578,215

1,958,869578,032

R G E . 6

HYDROGRAPHIC SURVEYING, 30 NOV 2013.

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

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

DEPTHS AT THE TIME OF SURVEY.

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

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

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

SJ-59 – SJ-61 17-FEB-2016SB - 48

CUTS DATE OF SURVEY SURVEY VESSEL

SCAN SONAR. ALL DEPTHS SHOWN ARE HIGH FREQUENCY.

7. VERTICAL MEASURMENTS WERE MADE USING AN EDGETECH 6205 COMBINED MULTIBEAM SIDE

*NOAA TIDAL STATION 872-0686 FOR CUT SJ-59 THRU CUT SJ-61 (PID: AQ1557)

MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH

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

6. DEPTHS DEPICTED IN THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983-2001, AS

*REFERENCE BASE LOCATED AT “IWSJ-224” PID: BBCD52

FOLLOWING REFERENCE BASE LOCATIONS:

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

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

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

3. AIDS TO NAVIGATION WERE LOCATED AS PART OF THIS SURVEY.

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

1. REFER TO SURVEY NO. 16-050.

SURVEY NOTES:

RGE.

VARIE

R G E . 0

R G E . 1

RGE.

VARI

ESR

G E . 0R

G E . 6

R G E . 1

R G E

S T

R A T T L E S

N A

K E I S L A

N D

CUT SJ-61 STA. 0+00

CUT SJ-60 STA. 26+86.34

C U

T S

J -6

CUT SJ-60 STA. 0+00

CUT SJ-59 STA. 23+83.83

C U

T S

J -6

C U

T S

J -6

C U

T S

J -6

C U

T S

J -6

C U

T S

J -6

C U

T S

J -6

C U

T S

J -6

C U

T S J-

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

C iv il \B

C -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

V B -I

W W

M -S

J -3

V B -I

W W

M -S

J S

B -1

V B -I

W W

M -S

J -2

V B -I

W W

M -S J6

-1

V B -I

W W

M -S

J -1

V B -I

W W

M -S

J -5

V B -I

W W

M -S

J -4

200'100'0100'

APPROXIMATE SHORELINE

BC-01

CUT SJ-60

C U

T S J-

D R

E D

G P

L A

"N U

N -8

B "N

"L T -8

S T

U T -S

J -5

O S

T A

U T -S

J -6

X=579,500

X=579,000

X=578,500

X=578,000

X=577,500

X=577,000

Y ,9

E N

O A -3 ,0

M A

T C

H L

E S

H E

E T N

B C -0

T A

U T -6

E N

D O

F P

R O J

E C

RGE. 62.5

RGE. 0

RGE. 125

RGE. VARIES

RGE. -250

RGE. -25011

6 9.

2 9.

0 9.

7 8.

9 8.

4 8.

2 8.

1 8.

2 8.

9 7.

9 8.

0 8.

7 7.

SETTLING BASIN

5 7.

0 7.

8 6.

5 6.

3 6.

1 6.

0 6.

3 5.

2 5.

9 4.

4 4.

2 4.

0 4.

1 4.

200'

100'

1,955,976

PLANE COORDINATES

AIDS TO NAVIGATION

CAN-81D (02/16) 578,514

1,955,396LT-82 (02/16) 578,756

APPROXIMATE SHORELINE

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI

10 9 8 7 6 5 4 3 2

10 9 8 7 6 5 3 2 1

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

C O

N T

R A

C T N

Jacksonville District

DRAWING NO.

D E

S C

N N o

S Y

M Z

O N

D E

P A

R T

M E

N T O

F T

H E A

R M

J .E .B

M .L .C

J A

C K

S O

N V

L E F

L O

J A

C K

S O

N V

L E D

T R

R P

S O

F E

N G

E E

R S

Y O

F S

A U

G U

S T

E I

N L

E T A

N D

Y O

F M

A T

A N

Z A

S I

N L

E T p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \I n tr a c o a s ta l

W a te rw a y \A tl a n ti c I

W W \D re d g in g \S t.

J o h n s C o S t.

A u g M a ta n z a s F

Y O

M \0

P la n s \0

C iv il \B

C -0

A u g of Engineers

US Army Corps

DEPENDS ON YOU

SAFTEY ON THIS JOB

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I, F

L O

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J

E C

T W

P -1

-B -0

D B

V B -I

W W

M -S

J -3

V B -I

W W

M -S

J -2

X =579,000

X =578,500

X =578,000

X =577,500

X =577,000

Y ,9 ,0

Y ,9 ,5

Y ,1 ,0

Y ,9 ,5

Y ,9 ,0

RATTLESNAKE ISLAND

NATIONAL MONUMENT

FORT MATANZAS

S T

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

C U

T S

J -6

C U

T S

J -6

BC-02

100'

GRAPHIC SCALE

NOTE:

3. SEE DWG. NO. BC-01 FOR CHANNEL SURVEY NOTES.

2. SEE DWG. NO. BG-02 FOR CHANNEL CONTROL DATA.

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

CUT SJ-61

C A N -8 D

S T

U T -S

J -6

O S

T A

U T -S

J -6

D R

E D

G P

L A

-I

W W

S J C

M T -C

N p ln .d g n

L T -8

EXISTING BOTTOM

GRAPHIC SCALE

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

20'10'010'

100'50'050'

"A"

"B"

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

BASIN

SETTLING

R G

E V

A R

R G

E V

A R

R G

REQUIRED DEPTH

12-FOOT

AREA TO BE DREDGED

BASIN

SETTLING

CHANNEL

PROJECT

BASIN

SETTLING

AREA TO BE DREDGED

BASIN

SETTLING

AREA TO BE DREDGED

CHANNEL

PROJECT

BASIN

SETTLING

R G

AREA TO BE DREDGED

CHANNEL

PROJECT

BASIN

SETTLING

BASIN

SETTLING

BASIN

SETTLING

AREA TO BE DREDGED

BASIN

SETTLING

CHANNEL

PROJECT

AREA TO BE DREDGED

CHANNEL

PROJECT

1. SEE DRAWING G-02 FOR PROJECT OVERALL AND GENERAL NOTES.

NOTE:

1. SEE DRAWING G-02 FOR PROJECT OVERALL AND GENERAL NOTES.

NOTE:

1. SEE DRAWING G-02 FOR PROJECT OVERALL AND GENERAL NOTES.

NOTE:NOTE:

BC-03

W D

R E

D G

G C

R O

S S S

E C

N S M

A T

A N

Z A

S -I

W W

S J C

M T -C

N .p ln .d g n

2. SEE DWG. NO.

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