W912HN-19-B-5003_AMD1.pdf

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DISPOSAL AREA 13A (REFERENCE SPECS SECTION 35 20 23)

OBSTRUCTION AREA

SPECS FOR DREDGING OPERATIONS IN THIS AREA.

(OBSTACLES AND ANOMALIES) AND SECTION 01 35 29.53 37 OF THE

APPROVED BY THE GOVERNMENT. REFER TO SECTION 35 20 23

NO CUTTERHEAD DREDGING WILL BE ALLOWED IN THIS AREA UNTIL

METHODS APPROVED BY THE GOVERNMENT FOR MAINTENCE MATERIAL.

WILL BE LIMITED TO CLAMSHELLS OR OTHER MECHANICAL

DREDGING METHODS BETWEEN STATIONS 57+000 TO 60+000

CIVIL WAR ERA UNEXPLODED ORDNANCE MAY BE ENCOUNTERED.

NOTES:

-22.6'

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-15.1'

-14.5'

-11.7'

-8.9'

RANGE

F L

O O

D

E B B

R A N G E

KEMIRA, INC.

RANGE

M A C K

A Y

P

O

IN

T

T R

A

IN

IN

G

W A L L

F O R T

J A C

K S

O N

R

N G E

Y-760000

X

Y-761000

Y-762000

X

X

X

X

Y-759000

X

VH103

G

L E

T H

O R

P E -F

O R

T J

A C

K S

O N

E X

A M

IN

A T

IO

N S

U R

V E

Y

M

T

C H

L

S T

A

+3

M A T C H

LIN

E

+3

1000' Station on CL

250' Station on CL

Beacon or Range Marker

Buoy

Design Channel Toe

Existing Channel Toe

LEGEND

Y-759000

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

S

E P

BN-53

R \ 52A\ QK FL R

R \ 52\ FL R 4SEC

FORT JACKSON UPPER FRONT RANGE 20

FORT JACKSON UPPER REAR RANGE 20 59

24-S

25-G

26-S

CONA

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

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Y

IS

S

U E D

A T

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SHEET ID

F

IL

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E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

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A

M A

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S

IZ

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B M

IT

T E

D B

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D A

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C O

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R A

C T N

O

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C H

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H N

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ISSUE FOR CONSTRUCTION

M A

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C4

C

C4

C

N

SCALE: 1"=200'

GRAPHIC SCALE

400'0 200'

DISPOSAL AREA 13A (REFERENCE SPECS SECTION 35 20 23)

OBSTRUCTION AREA

SPECS FOR DREDGING OPERATIONS IN THIS AREA.

(OBSTACLES AND ANOMALIES) AND SECTION 01 35 29.53 37 OF THE

APPROVED BY THE GOVERNMENT. REFER TO SECTION 35 20 23

NO CUTTERHEAD DREDGING WILL BE ALLOWED IN THIS AREA UNTIL

METHODS APPROVED BY THE GOVERNMENT FOR MAINTENCE MATERIAL.

WILL BE LIMITED TO CLAMSHELLS OR OTHER MECHANICAL

DREDGING METHODS BETWEEN STATIONS 57+000 TO 60+000

CIVIL WAR ERA UNEXPLODED ORDNANCE MAY BE ENCOUNTERED.

NOTES:

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

RANGE

F L

O O

D

E B B

R A N G E

KEMIRA, INC.

RANGE

M A C K

A Y

P

O

IN

T

T R

A

IN

W

L L

F O R T

J A C

K S

N G E

Y-760000

X

Y-761000

Y-762000

X

X

X

Y-759000

X

L E

T H

O R

P E -F

O R

T J

A C

K S

M

T

C H

L

A

+3

M A T C H

LIN

E

+3

6-49

6-50

6-53

M3

(iron debris, bricks)

M20

M10

(wire rope coil) square cut timbers) Confederate crib obstruction (brick outcropping, M27

(wire rope)

M42

(debris pile)

(pipe or tree)

CSS GA

(REMOVED)

6-49 Magnetic Anomaly

1000' Station on CL

250' Station on CL

Beacon or Range Marker

Buoy

Boring Location

Design Channel Toe

Existing Channel Toe

LEGEND

Y-759000

O B

S T

R U

C T

IO

N S

D

IM

E N

S

IO

N S A

N D B

O R

IN

G S

VH103A

S

E P

BN-53

R \ 52A\ QK FL R

R \ 52\ FL R 4SEC

FORT JACKSON UPPER FRONT RANGE 20

FORT JACKSON UPPER REAR RANGE 20 59

24-S

25-G

26-S

CONA

A N

S I

D

C H

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K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

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SHEET ID

F

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B

C

D

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F

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2 3 4 5 6 7 8 9 10

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17-SEP-2019 14:46

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C T

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B O

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D G

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F Y

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A V

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C H

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C H

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ISSUE FOR CONSTRUCTION

M A

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H

SH-227

SH-228

SH-229

SH-230

SH-231

SH-233

SH-234

SH-235

SH-384

SH-154

SH-385

SH-386

SH-41

SH-77

CS-2

C4

C

C4

C

N

SCALE: 1"=200'

V

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D A

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H A

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M E

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P E

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O W

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L A

VH107A

B

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IA

D E

S C

R

IP

T

IO

N

C W

K

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

A

N D S

O U

T H C

A R

O L

IN

A

S A

V A

N N

A H H

A R

B O

R E

X P

A N

S

IO

N P

R O J E

C T

IN

N

E R H

A R

B O

R D

R E

D G

IN

G S

T A

T

O

F Y

J L

A V

E C

C H

IA

J L

A V

E C

C H

IA

L P

R A

T T

W

H N

B

ISSUE FOR CONSTRUCTION

M A

R C

H

T R

A

IN

IN

G

W A L L

0'

R A

N G E

GEORGIA

R A N

G E

NOR

TH

E

LB

A

ISLAND

TRAINING

WALL

Y-759000

Y-760000

Y-761000

X

X

X

X

X

0'

0'

MAT

CHLIN

E

STA

+37

0'

5'

MAT

CHLI

NE

STA

+6

7d-1

7d-2

7e-1

Magnetic Anomaly

1000' Station on CL

250' Station on CL

Beacon or Range Marker

Boring Location

Design Channel Toe

Existing Channel Toe

LEGEND

7d-2

Buoy

DISPOSAL AREA 14B

SOUTH CAROLINA

X

0'

BN \ A\

BN \ C\

SH-260

SH-266

SH-267

SH-421

WPC-B-01

WPC-B-02

WPC-B-05

WPC-B-06

WPC-B-08

WPC-B-09

SH-53

SH-52

C

C

C

C

N

SCALE: 1"=200'

CN302

Y

P

IC

A L C

H A

N N

E L S

E C

T

IO

N S S

A V

A N

N A

H H

A R

B O

R

REQUIRED SECTION

CL

TYPICAL SECTION

MAX PAY SLOPE

MAX PAY SLOPE

NOT TO SCALE

EL 0.0 MLLW

C14-C14

-46.0' EXISTING REQUIRED DEPTH

-51.0' REQUIRED DEPTH

-53.0' ALLOWABLE OVERDEPTH

STA. 34+000 TO 31+900

CHANNEL

REQUIRED SECTION

CL

TYPICAL SECTION

MAX PAY SLOPE

CHANNEL

NOT TO SCALE

EL 0.0 MLLW

-51.0' REQUIRED DEPTH

-53.0' ALLOWABLE OVERDEPTH

NEW TOE

-46.0' EXISTING REQUIRED DEPTH

MAX PAY SLOPE

STATION 31+000 TO 27+850

WIDENER & CHANNEL

NEW WIDENER

C15-C15

76'

REQUIRED SECTION

CL

TYPICAL SECTION

MAX PAY SLOPE

MAX PAY SLOPE

CHANNEL

NOT TO SCALE

EL 0.0 MLLW

-46.0' EXISTING REQUIRED DEPTH

-51.0' REQUIRED DEPTH

-53.0' ALLOWABLE OVERDEPTH

STA. 27+230 TO 25+280

C16-C16

REQUIRED SECTION

CL

TYPICAL SECTION

MAX PAY SLOPE

MAX PAY SLOPE

NOT TO SCALE

EL 0.0 MLLW

-46.0' EXISTING REQUIRED DEPTH

-51.0' REQUIRED DEPTH

-53.0' ALLOWABLE OVERDEPTH

C17-C17

STA. 25+280 TO 24+000

REQUIRED SECTION

CL

TYPICAL SECTION

MAX PAY SLOPE

MAX PAY SLOPE

CHANNEL

NOT TO SCALE

EL 0.0 MLLW

-44.0' EXISTING REQUIRED DEPTH

-49.0' REQUIRED DEPTH

-51.0' ALLOWABLE OVERDEPTH

D1-D1

STA. 24+000 TO 23+000

CL

TYPICAL SECTION

NOT TO SCALE

D2-D2

STATION 22+000 TO 14+000

REQUIRED SECTION

MEETING LANE

-44.0' EXISTING REQUIRED DEPTH

-49.0' REQUIRED DEPTH

-51.0' ALLOWABLE OVERDEPTH

NEW TOE

MAX PAY SLOPE

MAX PAY SLOPE

CHANNEL

97'

CHANNEL

STA. 13+000 TO 11+750

REQUIRED SECTION

CL

TYPICAL SECTION

MAX PAY SLOPE

MAX PAY SLOPE

CHANNEL

NOT TO SCALE

EL 0.0 MLLW

D3-D3

-44.0' EXISTING REQUIRED DEPTH

-49.0' REQUIRED DEPTH

-51.0' ALLOWABLE OVERDEPTH

STA. 11+375 TO 9+550

STA. 9+125 TO 0+875

REQUIRED SECTION

CL

TYPICAL SECTION

MAX PAY SLOPE

MAX PAY SLOPE

NOT TO SCALE

EL 0.0 MLLW

D4-D4

-44.0' EXISTING REQUIRED DEPTH

-49.0' REQUIRED DEPTH

-51.0' ALLOWABLE OVERDEPTH

STA. 0+875 TO 0+000

EL 0.0 MLLW

-56.0' NO DISTURBANCE DEPTH -56.0' NO DISTURBANCE DEPTH -56.0' NO DISTURBANCE DEPTH

-56.0' NO DISTURBANCE DEPTH -54.0' NO DISTURBANCE DEPTH -54.0' NO DISTURBANCE DEPTH

-54.0' NO DISTURBANCE DEPTH -54.0' NO DISTURBANCE DEPTH

CHANNEL VARIES

CHANNEL VARIES

CHANNEL WIDTH DIMENSIONS

NOTE: SEE SHEETS CN303 - CN337 FOR EXACT

R E

V

IS

E D I

N A

C C

O R

D A

N C

E W

IT

H A

M E

N D

M E

N T

S

E P

A N

S I

D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

F

IL

E N

A M

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O p c n .d g n

S A

V A

N N

A H D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

S A

V A

N N

A H

G E

O R

G

IA

D E

S C

R

IP

T

IO

N

C W

K

S A

V A

N N

A H H

A R

B O

R

G E

O R

G

IA

A

N D S

O U

T H C

A R

O L

IN

A

S A

V A

N N

A H H

A R

B O

R E

X P

A N

S

IO

N P

R O J E

C T

IN

N

E R H

A R

B O

R D

R E

D G

IN

G S

T A

T

O

F Y

J L

A V

E C

C H

IA

J L

A V

E C

C H

IA

L P

R A

T T

W

H N

B

ISSUE FOR CONSTRUCTION

M A

R C

H k6enxjlh

17-SEP-2019 14:57

IP_PWP:dms20447\zwpcn302.dgn