W912HN-19-B-5003_AMD2.pdf

-52.2'

-52.3'

-51.9'

-51.8'

-51.2' -51.5'

-51.2'

-51.5' -51.1'

-51.1'

-50.9'

-50.5'

-50.7'

-50.9'

-50.8'

-50.9'

-50.1'

-50.4'

-50.1'

-50.5'

-50.3' -50.1'-50.2'

-50.4'

-50.2'

-50.0'

-50.5'

-50.5'

-50.1'

-50.1'

-50.1'

-50.1'

-50.5'

-50.2' -49.8'

-50.0'

-49.6'

-49.8'

-49.9'

-49.6'

-49.6'

-49.5'

-49.8'

-50.0'

-49.8' -49.9'

-49.7'

-49.6'

-49.4'

-49.1'

-49.4'

-49.2'

-49.3'

-49.0'

-49.3'

-49.5'

-49.3'

-49.1'

-49.2'

-49.3'

-49.1'

-49.2'

-49.2'

-49.1'

-49.4'

-49.5'

-49.1'

-49.3'

-49.2'

-48.9'

-49.0'

-48.5'

-48.7'

-48.9'

-48.9'

-48.8'

-48.5'

-49.0'

-48.8'

-48.6'

-48.9'

-48.8'

-48.7'

-48.9' -48.8'

-48.5'

-48.1'

-48.1'

-48.2'

-48.2'

-48.1'

-48.0'

-48.5'

-48.4'

-48.5'

-48.1'

-48.5'

-48.1'

-48.0'

-48.2'

-48.4'

-48.3'

-48.2'

-48.0'

-48.2'

-48.1'

-48.3'

-47.8'

-47.7' -47.6'

-47.9'

-47.7'

-47.8'

-48.0'

-47.9'

-48.0'

-47.7'

-47.6'

-47.9'

-47.1'

-47.3'

-47.2'

-47.0'

-47.2'

-47.4' -47.1'

-47.4'

-47.3'

-47.2'

-47.4'

-47.1'

-47.4'

-47.0'

-47.3'

-47.2'

-47.2'

-47.2'

-47.1'

-47.2'

-47.1'

-47.4'

-46.5'

-46.7'

-46.5'

-46.7'

-46.6'

-47.0'

-46.9'

-46.8' -46.6'

-46.9'

-47.0'

-46.5'

-46.9'

-46.7'

-46.8'

-46.8'

-46.9'

-46.7'

-46.9'

-46.5'

-46.5'

-46.1'

-46.0'

-46.2'

-46.3'

-46.0'

-46.2'

-46.3'

-46.0'

-46.0'

-46.3'

-46.1'

-46.3'

-46.1'

-46.4'

-46.3'

-46.4'

-46.3'

-45.8'

-45.5'

-45.6'

-45.9'

-45.5'

-45.7'

-45.7'

-45.8'

-45.9'

-45.6'

-45.5'

-44.9'

-45.4'

-45.0'

-45.0'

-45.1'

-45.4'

-45.3'

-45.3'

-45.0'

-45.3'

-45.0'

-45.2'

-45.3'

-45.0'

-44.8'

-44.8'

-44.9'

-44.8'

-44.6'

-44.7'

-44.8'

-44.5'

-44.8'

-44.6'

-44.9'

-44.5'

-44.8'

-44.7'

-44.7'

-44.6'

-44.4'

-44.4'

-44.2'

-44.1'

-44.2'

-44.4'

-43.9'

-44.0'

-44.1' -44.2'

-44.1'

-44.2'

-43.9'

-44.2'

-44.2'

-44.0'

-43.9'

-43.8'

-43.5'

-43.6'

-43.7'

-43.4'

-43.6'

-43.6'

-43.4'

-43.5'

-43.5'

-43.9'-43.8'

-43.2'

-43.1'

-43.1'

-43.4'

-43.4'

-43.1'

-42.9'

-42.9'

-43.0'

-43.2'

-43.1'

-42.9'

-42.9'

-42.7'

-42.4'

-42.4'

-42.7'

-42.5'

-42.6'

-42.5'

-42.5'

-41.8'

-41.9'

-42.1'

-42.0'

-41.9'

-42.0'

-41.9'

-42.1'

-42.3'

-42.3'

-42.0'

-42.0'

-42.0'

-41.8'

-41.9'

-42.3'

-42.3'

-42.0'

-41.9'

-41.4'

-41.8'

-41.6'

-41.6' -41.6'

-41.8'

-41.5'

-41.2'

-40.9'

-41.3'

-41.1'

-40.9'

-41.2'

-41.2'

-41.0'

-40.8'

-41.2'

-40.5'

-40.7'

-40.6'

-40.5'

-40.7'

-40.6'

-40.6'

-40.5'

-40.1'

-40.0'

-39.9'

-39.8'

-40.0'

-40.1'

-40.1'

-40.0'

-40.2'

-40.1'

-39.8'

-39.3'

-39.6'

-39.7'

-39.4'

-39.5'

-39.0'

-39.0'

-39.0'

-38.9'

-39.1'

-39.2'

-38.8'

-38.5'

-38.3'

-38.5'

-38.4'

-37.8'

-37.8'

-38.0'

-38.0'

-37.7'

-37.5'

-37.5'

-37.3'

-37.7'

-37.3'

-37.3'

-37.3'

-37.7'

-37.4'

-37.1'

-36.7' -37.1'

-36.9'

-37.0'

-37.1'

-37.0'

-36.8'

-36.7'

-36.4'

-36.6'

-36.5'

-36.5'

-36.4'

-36.2'

-36.1'

-36.1'

-36.1'

-36.1'

-36.1'

-35.9'

-35.3'

-35.2'

-35.2'

-35.6'

-35.5'

-35.2'

-35.1'

-35.1'

-35.0'

-34.9'

-34.8'

-35.1'

-35.1'

-35.0'

-34.9'

-34.8'

-34.3'

-34.6'

-34.5'

-34.5'

-34.5'

-33.7'

-33.4'

-32.6'

-33.0'

-32.9'

-33.1'

-32.3'

-32.3'

-32.2'

-31.6'

-31.7'

-31.8'

-31.7'

-31.2'

-31.3'

-30.9'

-30.8'

-30.9'

-30.1'

-30.4'

-30.2'

-30.1'

-30.4'

-30.4'

-29.7'

-30.0'

-29.6'

-29.1'

-29.3'

-28.6'

-28.2'

-28.2'

-27.6'

-27.5'

-27.4'

-27.3'

-27.4'

-26.6'

-26.7'

-26.6'

-27.0'

-26.5'

-26.4'

-26.1'

-25.9'

-25.7' -25.9'

-25.9'

-25.8'

-25.2' -25.1'

-24.7'

-24.6'

-24.1'

-24.1'

-24.4'

-24.2'

-24.3'

-24.4'

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

-23.1'

-23.2'

-22.9'

-22.8'

-22.8'

-22.0'

-21.4'

-21.6'

-21.6'

-21.7'

-21.1' -20.0'

-19.6'

-19.7'

-19.2'

-17.9'

-17.1'

-16.6'

-16.1'

-15.4'

-15.7'

-14.2'

-13.4'

-11.7'

-11.8'

-11.5'

-10.6'

-10.4'

-10.1'

-9.9'

-8.9'

-8.5'

-7.9'

-7.5'

-7.1'

-6.8'

-6.7'

BACK RIVER

FIG ISLAND

RANGE

24 RANGE

FLOOD

EBB

RANGE

TRANSMISSION LINE

C L E

A R

A N

C E

M .H .W

JETTY

SUBMERGED

ROCK

CHATHAM-VALIANT STEEL

AREA

WRECK

UNOCAL

X

X

X

X

Y-758000

Y-759000

Y-760000

STANDARD CONCRETE PRODUCTS

ST. SERVICES DOCK

ROCK JETTY

GEORGIA PACIFIC GYPSUM

VH102

E X

A M

IN

A T

IO

N S

U R

V E

Y

W R

E C

K S C

H A

N N

E L

TRAI

NI

NG

W

AL

L

GEORGIA POWER CO.

Design Channel Toe

Existing Channel Toe

1000' Station on CL

250' Station on CL

Beacon or Range Marker

Buoy

LEGEND

NOTES

X

X

Y-757000

IN THIS AREA.

01 35 29.53 37 OF THE SPECS FOR DREDGING OPERATIONS

SECTION 35 20 23 (OBSTACLES AND ANOMALIES) AND SECTION

THIS AREA UNTIL APPROVED BY THE GOVERNMENT. REFER TO

MATERIAL. NO CUTTERHEAD DREDGING WILL BE ALLOWED IN

METHODS APPROVED BY THE GOVERNMENT FOR MAINTENANCE

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.

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 k6enxjlh

24-SEP-2019 13:14

IP_PWP:dms20447\zwpvh102.dgn

C A

T E

G O

R Y C

O D z w p v h .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

27-G

28-S

29-G

KOTE

MOORING BUOY

BN-56

R \ 54\ FL R

R \ 52A\ QK FL R

C2

C2

C3

C4

C3

C4

N

SCALE: 1"=200'

GRAPHIC SCALE

400'0 200'

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

BACK RIVER

FIG ISLAND

RANGE

24 RANGE

FLOOD

EBB

RANGE

'.0

TRANSMISSION LINE

C L E

A R

A N

C E

M .H .W

JETTY

SUBMERGED

ROCK

CHATHAM-VALIANT STEEL

AREA

WRECK

UNOCAL

X

X

X

X

Y-758000

Y-759000

Y-760000

STANDARD CONCRETE PRODUCTS

ST. SERVICES DOCK

ROCK JETTY

GEORGIA PACIFIC GYPSUM

W

E C

K S C

H A

N N

E L

TRAI

NI

NG

W

AL

L

M A

T C

H L

IN

S T

A

+2

M A

T C

H L

A

+2

M A T

C H

L

A

+3

GEORGIA POWER CO.

M14

(Eclipse lower hull)

Boring Location

Design Channel Toe

Existing Channel Toe

1000' Station on CL

250' Station on CL

Beacon or Range Marker

Buoy

LEGEND

NOTES

X

X

Y-757000

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

VH102A

THIS AREA.

01 35 29.53 37 OF THE SPECS FOR DREDGING OPERATIONS IN

SECTION 35 20 23 (OBSTACLES AND ANOMALIES) AND SECTION

THIS AREA UNTIL APPROVED BY THE GOVERNMENT. REFER TO

MATERIAL. NO CUTTERHEAD DREDGING WILL BE ALLOWED IN

METHODS APPROVED BY THE GOVERNMENT FOR MAINTENANCE

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.

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 k6enxjlh

24-SEP-2019 13:17

IP_PWP:dms20447\zwpvh102a.dgn

C A

T E

G O

R Y C

O p v h a .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

27-G

28-S

29-G

KOTE

SH-219

SH-220

SH-221

SH-222

SH-223

SH-224

SH-225

SH-226

SH-227

SH-40

SH-39

SH-37 SH-36

MOORING BUOY

BN-56

R \ 54\ FL R

R \ 52A\ QK FL R

C2

C2

C3

C4

C3

C4

N

SCALE: 1"=200'

-51.2'

-51.0'

-51.2'

-50.5'

-50.5'

-50.1'

-50.1'

-49.9'

-50.0'

-50.2'

-50.0'

-50.0'

-50.2'

-50.2'

-50.4'

-49.8'

-49.7'

-49.5'

-49.6'

-49.8'

-49.7'

-49.7'

-49.7'

-49.5'

-49.5'

-49.7'

-49.7'

-49.8'

-49.4'

-49.8'

-49.5'

-49.2'

-49.0'

-49.0'

-49.4'

-48.9'

-49.3'

-49.2'

-49.0'

-49.2'

-48.9'

-49.2'

-49.2'

-49.3'

-49.0'

-49.2'

-49.1'

-49.1'

-49.1'

-49.1'

-49.3'

-49.1' -49.3'

-49.3'

-49.3'

-48.9'

-49.2'

-49.1'

-49.3'

-49.1'

-48.6'

-48.5'

-48.8'

-48.9'

-48.5'

-48.8'

-48.4'

-48.4'

-48.5'

-48.4'

-48.8'

-48.8'

-48.4'

-48.8'

-48.5'

-48.7'

-48.7'

-48.8'

-48.6'

-48.6'

-48.6'

-48.1'

-48.1'

-48.0'

-48.1'

-48.3'

-48.3'

-48.1'

-48.1'

-48.0'

-47.9'

-48.1'

-48.3'

-47.9'

-48.2'

-48.2'

-48.0'

-48.3'

-47.6'

-47.8'

-47.8'

-47.5'

-47.5'

-47.4'

-47.5'

-47.8'

-47.4'

-47.7'

-47.6'

-47.7'

-47.5' -47.7'

-47.5'

-47.4'

-47.7'

-47.6'

-47.8'

-47.4'

-47.5'

-47.4'

-47.4'

-47.6'

-47.7'

-47.4'

-47.4'

-47.2'

-46.9'

-46.9'

-47.2'

-47.0'

-46.9'

-47.1'

-47.1'

-46.9'

-47.2'

-46.9'

-47.1'

-47.0'

-46.8'

-47.3'

-47.0'

-47.0'

-47.2'

-47.2'

-47.0'

-46.9'

-46.9'

-46.9'

-47.1'

-46.9'

-47.0'

-47.3'

-47.3'

-46.7'

-46.4'

-46.5'

-46.4'

-46.7'

-46.5'

-46.5'

-46.6'

-46.8'

-46.7'

-46.3'

-46.6'

-46.6'

-46.5'

-46.4'

-46.6'

-46.6'

-46.6'

-46.5'

-46.8'

-46.8'

-46.8'

-46.7'

-46.5'

-46.6'

-46.7'

-46.4'

-46.4'

-46.7'

-45.9'

-46.1'

-45.8'

-46.0'

-45.9'

-46.2'

-46.0'

-46.2'

-46.1'

-46.1'

-46.0'

-46.2'

-46.0'

-46.2'

-46.1'

-46.0'

-46.3'

-45.9'

-46.3'

-46.0'

-46.2'

-46.1'

-46.3'

-46.3'

-46.1'

-45.9'

-45.6'

-45.7'

-45.3'

-45.7'

-45.3'

-45.3'

-45.3'

-45.7'

-45.6'

-45.5'

-45.7'

-45.7'

-45.7'

-45.6'

-45.8'

-45.8'

-45.3'

-45.7'

-45.5'

-45.5'

-45.3'

-45.4'

-45.7'

-45.3'

-45.6'

-45.3'

-45.8'

-45.5'

-45.5'

-45.3'

-44.9'

-45.3'

-45.0'

-45.2'

-45.2'

-45.1'

-44.8'

-44.9'

-44.9'

-45.1'

-45.0'

-44.8'

-44.8'

-45.1'

-44.8'

-45.2'

-44.8'

-44.9' -44.9'

-45.0'

-45.1'

-44.7'

-44.3'

-44.8'

-44.6'

-44.7'

-44.5'

-44.5'

-44.7'

-44.7'

-44.6'

-44.6'

-44.4'

-44.8'

-44.4'

-44.8'

-44.5'

-44.6'

-44.6'

-44.5'

-44.4'

-44.6'

-43.8'

-44.2'

-44.0'

-43.9'

-44.1'

-44.3'

-44.2'

-44.3'

-44.0'

-44.1'

-43.9'

-44.0'

-44.0'

-43.9'

-43.8'

-43.8'

-44.0'

-43.5'

-43.6'

-43.5'

-43.2'

-43.7'

-43.7'-43.4'

-43.3'

-43.5'

-43.6'

-43.5'

-43.5'

-43.7'

-43.7'

-43.5'

-43.4' -43.4'

-43.0'

-42.8'

-42.8'

-43.1'

-43.0'

-43.0'

-43.1'

-43.1'

-43.2'

-42.6'

-42.4'

-42.5'

-42.6'

-42.6'

-42.4'

-42.5'

-42.6'

-42.6'

-42.3'

-42.3'

-42.2'

-41.8'

-41.8'

-41.9'

-41.9'

-42.0'

-42.1'

-42.0'

-42.0'

-41.7'

-41.9'

-41.8'

-41.6'

-41.2'

-41.5'

-41.4'

-41.3'

-41.6'

-41.3'

-41.6'

-40.8'

-41.2'

-40.8'

-40.8'

-40.9'

-40.8'

-41.1'

-40.2'

-40.5'

-40.3'

-40.4'

-40.1'

-40.0'

-39.9'

-39.8'

-40.0'

-40.1'

-40.1'

-39.7'

-39.7'

-40.0'

-39.3'

-39.1'

-39.3'

-39.5'

-39.0'

-39.0'

-38.9'

-38.9'

-39.1'

-39.0'

-38.5'

-38.4'

-38.3'

-38.5'

-38.4'

-38.4'

-38.3'

-38.4'

-38.2'

-38.5'

-38.3'

-37.7'

-37.8'

-37.9'

-37.8'

-37.8'

-37.7'

-37.8'

-37.7'

-38.0'

-37.8'

-37.3'

-37.1'

-37.3'

-37.1'

-36.9'

-37.1'

-36.6'

-36.9'

-37.0'

-37.1'

-36.4'

-36.5'

-36.2'

-36.6'

-35.9'

-35.3'

-35.3'

-35.3'

-35.5'

-35.1'

-35.3'

-35.1'

-35.3'

-34.6'

-34.9'

-34.7'

-34.9'

-34.8'

-34.8'

-34.7'

-34.5'

-34.2'

-33.7'

-33.6'

-33.5'

-33.8'

-33.7'

-33.6'

-33.3'

-33.4'

-33.4'

-33.1'

-32.6'

-32.9'

-32.9'

-32.8'

-33.0'

-32.5'

-32.1'

-32.2'

-32.3'

-32.3'

-32.3'

-32.4'

-31.5'

-31.7'

-31.9'

-31.8'

-31.6'

-31.1'

-31.1'

-31.1'

-31.0'

-31.1'

-31.1'

-31.1'

-31.0'

-30.7'

-30.8'

-30.5'

-30.9'

-30.5'

-30.5'

-30.6'

-30.5'

-30.6'

-30.4'

-30.3'

-29.9'

-30.0'

-29.9'

-29.9'

-29.9'

-29.7'

-29.6'

-29.5'

-29.8'

-29.6'

-29.8'

-29.4'

-29.8'

-29.4'

-29.6'

-29.5'

-29.7'

-29.1'

-29.4'

-28.9'

-29.3'

-29.0'

-29.1'

-28.9'

-29.0'

-29.4'

-29.1'

-29.2'

-29.2'

-29.3'

-28.9'

-28.5'

-28.6'

-28.6'

-28.4'

-28.9'

-28.6'

-28.8'

-28.5'

-28.7'

-28.1' -28.1'

-28.1'

-28.0'

-28.1'

-28.0'

-27.9'

-28.3'

-28.0' -27.4'

-27.5'

-27.7'

-27.5'

-27.9'

-27.8'

-27.6'

-27.8'

-27.5'

-27.3'

-27.2'

-27.0' -27.0'

-27.1'

-26.9'

-27.0'

-27.2'

-27.0'

-26.4'

-26.6'

-26.5'

-26.4'

-26.7'

-26.5'

-26.3'

-26.1'

-26.2' -26.0'

-25.9'

-26.2'

-25.4'

-25.8'

-25.2'

-24.8'

-25.1'

-25.1'

-25.3'

-24.7'

-24.4'

-24.5'

-24.4'

-24.3'

-24.3'

-24.1'

-23.8'

-24.1'

-23.3'

-23.3'

-23.6'

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'

-22.5'

-22.3'

-22.6'

-22.5'

-21.8'

-22.0'

-21.9'

-21.9'

-21.9'

-22.1'

-21.0'

-20.9'

-20.2'

-20.7'

-20.6'

-20.6'

-20.7'

-20.2'

-20.6'

-20.6'

-20.3'

-20.2'

-20.6'

-20.1'

-19.9'

-19.9'

-19.5'

-19.7'

-19.5'

-19.6'

-19.6'

-19.3'

-19.4'

-19.4'

-18.9'

-18.8'

-18.9'

-18.9'

-19.0'

-18.7'

-18.8'

-18.2'

-18.3'

-18.3'

-18.4'

-18.4'

-17.7'

-17.9'

-18.1'

-17.9'

-17.1'

-17.5'

-16.9'

-16.5'

-16.5'

-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

G

L L

F O R T

J A C

K S

O N

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

Y

T

C H

L

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

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

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 k6enxjlh

24-SEP-2019 13:10

IP_PWP:dms20447\zwpvh103.dgn

C A

T E

G O

R Y C

O p v h .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

C4

C

C4

C

N

SCALE: 1"=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

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

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

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

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

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 k6enxjlh

24-SEP-2019 13:07

IP_PWP:dms20447\zwpvh103a.dgn

C A

T E

G O

R Y C

O p v h a .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

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'