W912HY20B0016-PLANS - SIGNED - 2020-06-18.pdf

PDF 7 MB Posted Jun 18, 2020

Attached to: USACE Galveston District, FY20 Sabine Neches Waterway (SNWW) Hopper Maintenance Dredging, Jefferson County, Texas and Cameron Parish, Louisiana.
Solicitation number: W912HY20B0016
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides plans and specifications for the USACE Galveston District FY20 Sabine Neches Waterway (SNWW) Hopper Maintenance Dredging project in Jefferson County, Texas and Cameron Parish, Louisiana. The solicitation number is W912HY20B0016 and seeks dredging services to maintain depths in the Sabine Pass Channel, Sabine Jetty Channel, Sabine Outer Bar Channel, and Sabine Outer Bank Channel. The work includes dredging sections between stations 0+000 to 214+89 and disposing of dredged materials at four ocean dredged material disposal sites. The required completion date is 30 September 2020.

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File	Type	Posted
Abstract-W912HY20B0016-SNWW-Maint Dredging-Signed.pdf	PDF	Jul 20, 2020
Amend-0004-W912HY20B0016.pdf	PDF	Jul 10, 2020
Amend-0003_W912HY20B0016.pdf	PDF	Jul 8, 2020
Amend-0002-W912HY20B0016.pdf	PDF	Jul 1, 2020
Amend-0001_W912HY20B0016.pdf	PDF	Jun 24, 2020
W912HY20B0016-Specs - SIGNED - 2020-06-18.pdf	PDF	Jun 18, 2020

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TOTAL

ARMY

QUALITY

Galveston, Texas

Corps of Engineers

U. S. Army Engineer District, Galveston

Office of the District Engineer

SOLICITATION NO.:

SWG FILE NO.:

e c n el le cxE fo ret n e C

Coastal Navigation and Environmental Restoration

W912HY20B0016

F il e

M o d e l

N a m e -C

O V

E R S

H E E T

B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303

SABINE-NECHES WATERWAY, TEXAS

MAINTENANCE DREDGING

employment as required by ER 1110-1-8152.

individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of

This project was designed by the Galveston District of the U.S. Army Corps

CHIEF GENERAL ENGINEERING BRANCH

WILLIE J. HONZA, P.E.June 2020 of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

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T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -P

R O

C T L

O C

A T

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

SOLICITATION NO.:

G-102

R e s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

N O

M A

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

BOTTOM LIMITS OF CHANNEL

CHANNEL STATIONING & CENTERLINE

LOCATION OF CROSS SECTIONS

TIDE STAFF

RANGE TOWERS AND RANGES

LIGHT BEACONS

LEGEND

C S

GREEN RED

COMBO

CHANNEL MARKER BEACONS:

E X O

F D

R A

G S

C O

N T

R O

L T

A B

L E

A N

D L

O C

A T

N P

L A

APPROVED FOR DISPOSAL

HATCHED AREA

(ODMDS)

MATERIAL DISPOSAL SITES

LIMITS OF OCEAN DREDGED

... TO BE DREDGED

FOR DISPOSAL

HATCHED AREA APPROVED

CONTROL POINT

FOR DISPOSAL

CROSS HATCHED AREA PROHIBITED

LOCATION OF SUBMERGED PIPE LINE EASEMENTS

GENERAL NOTES

SURVEY OCTOBER 2016.

NO.1) WAS PROVIDED BY CONTRACTORS AS-BUILT

5. OFFSHORE PLACEMENT AREA SOUNDINGS(ODMDS

AS-BUILT SURVEY OCTOBER 2018.

NO.S 2-4) WERE PROVIDED BY CONTRACTORS

4. OFFSHORE PLACEMENT AREA SOUNDINGS(ODMDS

PLANE SOUTH-CENTRAL ZONE.

NORTH AMERICAN DATUM OF 1983 TEXAS STATE

3. HORIZONTAL POSITIONS ARE REFERENCED TO

WATER TIDE DATUM (MLLW).

2. DEPTHS ARE REFERENCED TO MEAN LOWER LOW

FOOT.

1. STANDARD UNIT OF MEASUREMENT IS U.S. SURVEY

GALVESTON

FREEPORT

MATAGORDA

AUSTIN

BROWNSVILLE

ARK.

LA.

T E X A S

SCALE OF MILES

NEW

MEXICO

OKLAHOMA

MEXICO

Mexico

Gulf of

VICINITY MAP

100 2000

CORPUS CHRISTI

S A

N E

C H

E S

HOUSTON

T R

B R

A Z

O S

COLORADOGUADALUPE

SAN ANTONIO

N U E C E S

R A

N D

RED RIVER

CANADIA

TEXAS

PORT ARTHUR

BEAUMONT

LUCKENBACH

LOCATION

PROJECT

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N S A

N D L

B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

G-103 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

LIGHTHOUSE

SABINE BANK

0+00

10+00

20+00

30+00

40+00

50+00

60+00

70+00

80+00

90+00

100+00

110+00

120+00

130+00

140+00

150+00

160+00

170+00

180+00

190+00

200+00

210+00

P.C

. STA. 36+08.06

P.T. STA. 60+55.93

P.I. STA. 48+46.11

STA. 35+62.75

STA. 36+06.64

STA. 36+09.46

STA. 60+51.85

STA. 60+52.07

STA. 61+00.18

P.T. STA. -0+048.39 OUTER BANK CHANNEL

EQ. STA. 214+14.21 JETTY CHANNEL =

P .C S

T A .7

P C

C S

T A .8

P .T S T A .4

P .C S T A .3

P C C S

T A . 1

PCC

STA.

+5 8.

P.T . S

TA.

7+ .48

P .I S

T A .6

P .I S T

A .2

P .I S T A .2

STA.

+2 4.

I. S

TA.

4+ .35

SCALE IN FEET

PLAN

5,000 10,000 15,0000

O U

T E

R B

A R C

H A

N N

E L

O U T E R B

A N

K C

H A N

N E L

O U

T E

R B

A N

K C

H A

N N

E L

N O . 4

O D

M D

. 3

O D

. 2

O D

NO. 1

ODMDS

O U T E R B

A N

K C

H A N

N E L

S A

E J

E T

T Y C

H A

N N

E L

S A

E P

A S S C

H A

N N

E L

90+000

80+000

MEXICO

GULF OF

MEXICO

GULF OF

RED SIDEGREEN SIDE

NOT TO SCALE

C CHANNEL ALIGNMENT

FOR SABINE PASS CHANNEL

TYPICAL CROSS SECTION DETAILS

TOE

CHANNEL

FEDERAL

RED SIDE

TOE

CHANNEL

FEDERAL

GREEN SIDE

-42.0' REQUIRED DEPTH

1' ALLOWABLE OVERDEPTH

PAY & ACCEPTANCE AREA

TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

THEORETICAL

GREEN SIDE

RED SIDETOP OF SLOPE

IN-SITU

TOP OF SLOPE

IN-SITU

-40.0' AUTHORIZED DEPTH

MEASURED BEFORE AND AFTER DREDGING

IN-SITU VOLUME MEASUREMENT

SHOAL TO BE REMOVED FROM

NOT TO SCALE

C CHANNEL ALIGNMENT

-42.0' REQUIRED DEPTH

2' ALLOWABLE OVERDEPTH

PAY & ACCEPTANCE AREA

TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

IN-SITU

TOP OF SLOPE

IN-SITU

-40.0' AUTHORIZED DEPTH

MEASURED BEFORE AND AFTER DREDGING

IN-SITU VOLUME MEASUREMENT

SHOAL TO BE REMOVED FROM

NOT TO SCALE

C CHANNEL ALIGNMENT

-44.0' REQUIRED DEPTH

2' ALLOWABLE OVERDEPTH

PAY & ACCEPTANCE AREA

TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

IN-SITU

TOP OF SLOPE

IN-SITU

-42.0' AUTHORIZED DEPTH

MEASURED BEFORE AND AFTER DREDGING

IN-SITU VOLUME MEASUREMENT

SHOAL TO BE REMOVED FROM

NOT TO SCALE

C CHANNEL ALIGNMENT

-44.0' REQUIRED DEPTH

2' ALLOWABLE OVERDEPTH

PAY & ACCEPTANCE AREA

TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

THEORETICAL

TOP OF SLOPE

IN-SITU

TOP OF SLOPE

IN-SITU

-42.0' AUTHORIZED DEPTH

MEASURED BEFORE AND AFTER DREDGING

IN-SITU VOLUME MEASUREMENT

SHOAL TO BE REMOVED FROM

FOR SABINE PASS JETTY CHANNEL

TYPICAL CROSS SECTION DETAILS

EAST JETTY WEST JETTY

10H 10H

FOR SABINE PASS OUTER BAR CHANNEL

TYPICAL CROSS SECTION DETAILS

FOR SABINE PASS OUTER BANK CHANNEL

TYPICAL CROSS SECTION DETAILS

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

AT CROSS SECTION

DISTANCE AS SHOWN

3,609,316.39 13,807,685.98NO. 4

NO. 3

NO. 2

3,613,126.44 13,799,571.20

3,608,114.74 13,797,164.85

3,604,179.86 13,805,268.87

3,617,680.17 13,789,847.44

3,629,025.79 13,779,769.62

3,628,998.75 13,779,651.90

3,620,207.12 13,776,974.51

3,612,333.83 13,783,867.84

3,640,299.52 13,769,755.67

3,651,155.59 13,760,112.70

3,639,355.19 13,759,579.32

3,631,125.67 13,767,125.11

NAD83, TEXAS SOUTH-CENTRAL ZONE, US SURVEY FOOT

ODMDS SITE NO. EASTING (X) NORTHING (Y)

NO. 1 3,657,875.85 13,754,994.02

3,658,322.34 13,745,170.56

3,644,732.18 13,744,555.37

OFFSHORE DISPOSAL SITES

SUB-SURFACE

TRANSIENT

SUB-SURFACE

TRANSIENT

SUB-SURFACE

TRANSIENT

SUB-SURFACE

TRANSIENT

RED SIDE

TOE

CHANNEL

FEDERAL

RED SIDE

GREEN SIDE

TOE

CHANNEL

FEDERAL

GREEN SIDE

RED SIDE

TOE

CHANNEL

FEDERAL

RED SIDE

GREEN SIDE

TOE

CHANNEL

FEDERAL

GREEN SIDE

RED SIDE

TOE

CHANNEL

FEDERAL

RED SIDE

GREEN SIDE

TOE

CHANNEL

FEDERAL

GREEN SIDE

TOWARDS INCREASING STATIONS.

SECTIONAL VIEWS ARE ALWAYS VIEWED

NOTE:

T Y

A L D

R E

D G

G S

E C

N D

E T

S L

S O

F D

R E

D G

G A

N D

C-103

C-102

C-101

C-104

C-105

C-106

STA. 296+24

OF DREDGING

NORTHERLY LIMIT

90+000

OF DREDGING

SOUTHERLY LIMIT

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -P

L A

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-101 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

C A

U S

E W

A Y

M E

R O

RANGE '

R A

N G E

P .C S

T A .2

P .T . S

T A . 2

P .I S

T A .9

S T

A .0

A .9

A . 2

C .S . 1

C .S .1

C .S .296+24

C .S .290+00

C .S .280+00

C .S .270+00

C .S .2

NO DREDGING

SABINE PASS S

TA.10

0+00

SABINE JE

TTY STA.50

+00

NO D

REDGIN

SABIN

E P

ASS

STA.23

0+0

0 TO

STA.19

5+0

NOT AVAILABLE THIS CONTRACT

PLACE MENT AREA NO.5A

NOT AVAILABLE THIS CONTRACT

PLACE MENT AREA NO.5C

NOT AVAILABLE THIS CONTRACT

PLACE MENT AREA NO.5B

3,5 ,50

3,5 ,00

3,5 ,50

3,5 ,00

3,6 ,00

3,5 ,50

SECTION NO.4

(SCHEDULE N

O.1)

SECTION NO.3

(SCHEDULE N

O.1)

SECTI

CHEDULE

N O .1

S E C T

N N

O .1

(S C

H E D

U L E N

O .1

N A

T U

R A

L G

A S P

E L

N A

T U

R A

L G

A S P

E L

T R

A N

S C

O N

E N

T A

L G

A S

T R

A N

S C

O N

E N

T A

L G

A S

S C

U R

L O

C K

PLAINS (1) 6

SCALE IN FEET

PLAN

1,000 2,000 3,000

TEXAS

JEFFERSON COUNTY

M A

T C

H L

E S

T A . 4

S T

A .1

O S

T A .1

S T

A .2

O S

T A .2

E P

A S

S D

R E

D G

G P

L A

LOUISIANA

CAMERON PARISH

STA. 296+24

NORTHERLY LIMIT

RANGE 'A'

RANGE 'B'

P .T . S

T A . 0

P .I. S

T A . 0

P .T . S

T A . -0

U T

E R B

A N

K C

H A

N N

E L

E Q . S

T A . 2

E T

T Y C

H A

N N

E L

0 7 0 8 0 9

P .C . S

T A . 3

P .T . S

T A . 6

P .I. S

T A . 4

S T

A . 3

A . 6

P .T . S

T A . -0

U T

E R B

A N

K C

H A

N N

E L

E Q . S

T A . 2

E T

T Y C

H A

N N

E L

C .S

EAST JETTY

C .S

NO DREDGING

SABINE PASS S

TA.10

0+00

SABINE JE

TTY STA.50

+00

3,5 ,00

3,6 ,00

3,5 ,00

3,6 ,00

3,6 ,50

3,6 ,00

SECTION NO.11(OPTION NO.4)

SECTION NO.12(OPTION NO.4) SECTION NO.13(OPTION NO.4) SECTION NO.14(OPTION NO.4)

SECTION NO.5

(SCHEDULE NO.1)

EAST JETTY

WEST JETTY

T R

A N

S C

O N

E N

T A

L G

A S

T R

A N

S C

O N

E N

T A

L G

A S of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -P

L A

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-102 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

SCALE IN FEET

PLAN

1,000 2,000 3,000

GULF OF MEXICO

M A

T C

H L

E S

T A . 4

S T

A . 1

M A

T C

H L

LOUISIANA

CAMERON PARISH

TEXAS

JEFFERSON COUNTY

S T

A T

S A

E J

E T

T Y

D R

E D

G P

L A

TXPT01

SABINE PASS JETTY CHANNEL

/V M is s C a th y

-3 .4

-3 .2

-3 .0

-3 .9

-3 .7

-3 .6

-3 .5

-3 .4

-3 .3

-3 .2

-3 .1

-3 .0

-3 .9

-3 .8

-3 .7

-3 .6

-3 .5

-3 .4

-3 .3

-3 .2

-3 .0

-3 .9

-3 .8

-3 .7

-3 .6

-3 .5

-3 .4

-3 .3

-3 .2

-3 .1

-3 .0

-2 .9

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-2 .9

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-2 .9

-2 .8

-2 .7

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-2 .9

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-2 .9

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-2 .8

-2 .7

-2 .6

-2 .5

-2 .4

-2 .3

-2 .2

-2 .1

-2 .0

-2 .9

-2 .8

-2 .7

-2 .6

-2 .4

-2 .3

P .T . S

T A . 0

P .C . S

T A . 1

P .T . S

T A . 1

P .I. S

T A . 0

P .I. S

T A . 1

P .T . S

T A . -0

U T

E R B

A N

K C

H A

N N

E L

E Q . S

T A . 2

E T

T Y C

H A

N N

E L

P .T . S

T A . -0

U T

E R B

A N

K C

H A

N N

E L

E Q . S

T A . 2

E T

T Y C

H A

N N

E L

C .S

3,6 ,00

3,6 ,50

3,6 ,00

3,6 ,50

SECTION NO.13(OPTION NO.4) SECTION NO.14(OPTION NO.4)

SECTIO

NO.

PTIO

NO.

SECTIO

NO.

PTIO

NO.

SECTION NO.7

(SCHEDULE NO.1)

SECTION NO.6

(SCHEDULE NO.1)

SECTION NO.5

(SCHEDULE NO.1)

SECTION NO.8

(SCHEDULE NO.1)

OCEAN DREDGED MATERIAL

DISPOSAL SITE NO.4

EAST JETTY

WEST JETTY

of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -P

L A

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-103 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

SCALE IN FEET

PLAN

1,000 2,000 3,000

M A

T C

H L

E S

T A . 2

MEXIC

OGULF O

MEXIC

OGULF O

MEXIC

OGULF O

(1) 30"

(1) 24" &

KINETICA

S T

A T

O S

T A

S A

E O

U T

E R B

A R

D R

E D

G P

L A

S T

A . 1

M A

T C

H L

BANK. SEE CROSS SECTIONS SHEET C-301.

STA.0+800 TO STA.1+200 SABINE OUTER

EASTERN LIMIT OF DREDGE PRISM BETWEEN

SUBMERGED OBJECTS DETECTED ALONG

CAUTION:

-4 2.

0 -4 2.

-4 2.

0-4 2.

-4 2.

0-4 2.

-4 2.

0 -4 2.

-4 2.

0 -4 2.

-4 2.

0 -4 2.

-4 2.

0 -4 2.

-4 2.

-4 1.

0-4 1.

-4 1.

0 -4 1.

-4 1.

0 -4 1.

-4 1.

0 -4 1.

-4 1.

0 -4 1.

-4 1.

0 -4 1.

-4 1.

0 -4 1.

-4 1.

-4 0.

0 -4 0.

-4 0.

-3 9.

0-3 9.

-3 9.

C .S

C . S

,7 ,5

,6 ,0

,7 ,5

,6 ,0

,7 ,0

,6 ,0

,7 ,0

,6 ,5

,7 ,5

,6 ,5

,7 ,0

,6 ,5

SECTION NO.10

(OPTION NO.1)

SECTION NO.9

(OPTION NO.1)

OCEAN DREDGED MATERIAL

DISPOSAL SITE NO.3

of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -P

L A

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-104 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

SCALE IN FEET

PLAN

1,000 2,000 3,000

M A

T C

H L

E S

T A

MEXIC

OGULF O

MEXIC

OGULF O

NO DREDGING BETWEEN STA.30+00 TO STA.60+00

M A

T C

H L

E S

T A

(1) 30"

(1) 24" &

KINETICA

S T

A T

O S

T A

S A

E O

U T

E R B

A N

K D

R E

D G

G P

H T H

O U S E

S A B

E B

A N

-3 9.

0-3 9.

-3 9.

-3 8.

0-3 8.

-3 8.

-3 7.

0 -3 7.

-3 7.

0 -3 7.

-3 7.

-3 6.

0 -3 6.

-3 6.

0-3 6.

0 -3 6.

-3 6.

0 -3 6.

-3 6.

0 -3 6.

-3 6.

0-3 6.

-3 6.

0 -3 6.

-3 6.

-3 5.

0 -3 5.

-3 5.

-3 4.

0-3 4.

-3 4.

0 -3 4.

-3 4.

0-3 4.

-3 4.

-3 3.

-3 2.

-3 1.

-3 0.

0 -3 0.

-3 0.

-2 9.

-2 8.

-2 7.

-2 6.

-2 5.

-2 4.

-2 3.

-2 2.

-2 1.

C .S

SECTION NO.15

(OPTION NO.2)

SECTION NO.16

(OPTION NO.2)

SECTION NO.17

(OPTION NO.2)

,7 ,5

,6 ,5

,7 ,0

,6 ,0

,7 ,5

,6 ,0

,7 ,0

,6 ,5

,7 ,0

,6 ,0

,7 ,0

,6 ,5

TIDAL TRANSMISSION CO (1) 10

OCEAN DREDGED MATERIAL

DISPOSAL SITE NO.2

of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -P

L A

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-105 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

SCALE IN FEET

PLAN

1,000 2,000 3,000

MEXIC

OGULF O

MEXIC

OGULF O

M A

T C

H L

E S

T A .4

M A

T C

H L

E S

T A .7

MEXIC

OGULF O

NO DREDGING STA.30+000 TO STA.60+000

S T

A T

O S

T A

S A

E O

U T

E R B

A N

K D

R E

D G

G P

LIGHTHOUSE

SABINE BANK

-36.460

-36.200 -36.040

-36.010

-35.950

-35.920

-35.890

-35.870

-35.850 -35.830

-35.770

-35.760

-35.730

-35.710 -35.690

-35.680

-35.650

-35.590

-35.570

-35.550 -35.530

-35.490

-35.480

-35.450

-35.430

-35.420

-35.410

-35.370

-35.350

-35.340

-35.320

-35.280

-35.270 -35.240

-35.230

-35.190

-35.160

-35.150-35.070

-35.030

-35.010

-35.000 -35.000

-34.990

-34.960 -34.960

-34.940

-34.910

-34.900

-34.890

-34.880

-34.820 -34.790

-34.780

-34.770

-34.750

-34.730

-34.720

-34.710

-34.700

-34.680

-34.610 -34.610

-34.610

-34.590

-34.560

-34.540

-34.520

-34.490

-34.480

-34.470

-34.460

-34.450

-34.410

-34.390

-34.380

-34.370

-34.360

-34.350

-34.340

-34.320

-34.310

-34.300

-34.250-34.210

-34.210

-34.170

-34.140

-34.120

-34.080

-34.060

-34.040

-34.020

-34.000

-33.980-33.960

-33.950 -33.950

-33.930

-33.850

-33.840

-33.810

-33.800

-33.680

-33.640

-33.630

-33.610

-33.460 -33.450

-33.420

-33.420 -33.410

-33.380

-33.170 -33.150

-33.150

-33.000 -32.950

-32.910

-32.840 -32.840

-32.830

-32.770

-32.660 -32.600

-32.590 -32.550

-32.450

-32.450 -32.410

-32.400

-32.360

-32.310

-32.280

-31.720

-31.710 -31.650

-31.570

-31.250

-30.850 -30.840

-30.750

-30.660

-30.650

-30.560 -30.520

-30.330

-30.080

-29.810

-29.760

-29.580 -29.240

-29.180

-29.010

-28.950 -28.680

-28.500

-28.480 -28.260

-28.150

-27.830

-27.690

-27.090 -27.000

-26.970 -26.840

-26.670

-26.350 -26.200

-26.110

-25.760

-25.420 -25.380

-25.170

-24.830 -24.740

-24.680

-24.480

-24.350

-24.180

-24.060

-23.850 -23.800

-23.720

-23.680 -23.590

-23.450

-23.410

-23.400

-22.340

-21.900

-21.840 -21.390 -21.090

-43.570-43.390

-43.280

-43.270

-43.110

-43.050

-42.910

-42.880

-42.860

-42.760

-42.730

-42.610

-42.590

-42.550

-42.550 -42.530

-42.480

-42.470

-42.380

-42.360

-42.320

-42.280

-42.270

-42.250

-42.240

-42.130

-42.100

-42.090

-42.050

-41.970

-41.960

-41.950

-41.940

-41.910-41.900

-41.900

-41.890

-41.870

-41.860

-41.790

-41.760

-41.750

-41.740 -41.690 -41.670

-41.670

-41.670 -41.660

-41.660

-41.650

-41.640

-41.610

-41.470

-41.440

-41.430

-41.410 -41.410

-41.400

-41.360

-41.320

-41.320-41.310

-41.280

-41.230

-41.200

-41.190

-41.180

-41.170

-41.140

-41.130

-41.090

-41.080

-41.040

-40.980

-40.960

-40.950

-40.940

-40.900

-40.890

-40.850

-40.830

-40.820

-40.780

-40.730

-40.720

-40.690

-40.660

-40.650

-40.640

-40.510

-40.450

-40.340

-40.300

-40.220

-40.210

-40.180

-40.160

-40.140

-40.110

-40.100

-40.090

-40.080

-40.050

-39.980

-39.960 -39.940

-39.920

-39.820

-39.800

-39.750

-39.720

-39.650

-39.590

-39.530-39.520

-39.520

-39.490

-39.470

-39.450

-39.400

-39.380

-39.260

-39.230

-39.220

-39.210

-39.120

-39.070

-38.990

-38.940

-38.900

-38.850

-38.820

-38.790

-38.750

-38.670

-38.650 -38.580

-38.550

-38.460

-38.460-38.320

-38.310

-38.270

-38.220

-38.200

-38.180

-38.170

-38.150

-38.130

-38.100

-38.090

-38.080

-38.080-37.940 -37.930

-37.920

-37.890

-37.790

-37.690 -37.630

-37.600

-37.560

-37.490

-37.450

-37.420

-37.370

-37.370-37.350

-37.330

-37.320

-37.310

-37.290

-37.240

-37.230

-37.220

-37.210

-37.140

-37.110

-37.100

-37.090

-37.030

-37.020

-37.010

-36.970

-36.920

-36.900

-36.870

-36.820

-36.800

-36.790 -36.790

-36.760

-36.730

-36.690

-36.650

-36.600 -36.550

-36.540

-36.520

-36.520 -36.490

-36.470

-36.460

-36.430

-36.380

-36.350

-36.320

-36.270

-36.260

-36.250

-36.240

-36.210

-36.170 -36.140

-36.120

-36.080

-36.060

-36.040

-36.000

-35.970

-35.950

-35.920

-35.900

-35.890

-35.830

-35.790

-35.770

-35.710

-35.680

-35.640

-35.590

-35.570

-35.560

-35.550

-35.470

-35.440

-35.420

-35.400 -35.400

-35.400

-35.390

-35.360

-35.340

-35.320

-35.300 -35.290

-35.250

-35.180

-35.150

-35.110

-35.090

-35.070

-35.040

-35.030

-35.010

-35.000

-34.970

-34.930

-34.900

-34.870

-34.860

-34.830

-34.810

-34.780

-34.760

-34.730

-34.720

-34.700

-34.690

-34.670

-34.650

-34.640

-34.590

-34.520

-34.490

-34.480

-34.450

-34.420

-34.350

-34.320

-34.270

-34.260

-34.230

-34.200

-34.180

-34.090

-34.080

-34.070

-34.060

-34.050

-33.990

-33.980

-33.900

-33.860

-33.840

-33.800

-33.740

-33.720

-33.700

-33.680

-33.550

-33.500

-33.400

-33.360

-33.330

-33.280

-33.230

-33.220

-33.160

-33.090

-33.070

-33.010

-32.940

-32.850

-32.750

-32.720

-32.710

-32.690

-32.480

-32.470

-32.400

-32.390

-32.300

-32.180

-31.990

-31.970

-31.940

-31.840

-31.570

-31.150

-30.150

79+000

80+000

81+000

82+000

83+000

84+000

85+000

86+000

87+000

88+000

89+000

90+000

91+000

92+000

93+000

94+000

95+000

P.I. STA. 78+692.21

S T A . 7

STA. 78+672.93

STA. 79+823.67

P .C . S

T A

79+012.48

P.T. STA.

6.7

95+740.87

C .S

S.7

C.S.79+000

C.S.80+000

C.S.79+833

C.S.81+000

C.S.82+000

C.S.83+000

C.S.84+000

C.S.85+000

C.S.86+000

C.S.87+000

C.S.88+000

C.S.89+000

C.S.90+000

S E C T

N N

O .18

(O P T

N N

O .3)

S E

C T

N N

O .1

P T

N N

O .3

S E

C T

N N

O .2

P T

N N

O .3

13,755,0003 ,6

13,757,5003 ,6

13,745,0003 ,6

13,760,0003 ,6

13,750,0003 ,6

13,755,0003 ,6

OCEAN DREDGED MATERIAL

DISPOSAL SITE NO.1

UNKNOWN OWNERSHIP

of Engineers U.S. Army Corps

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -P

L A

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-106 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

SCALE IN FEET

PLAN

1,000 2,000 3,000

MEXICO

GULF OF

M A T C

H L

E S

T A .7

MEXICO

GULF OF

MEXICO

GULF OF

S T

A T

O S

T A

S A

E O

U T

E R B

A N

K D

R E

D G

G P

L A

MEXICO

GULF OF

STA. 90+000

SOUTHERLY LIMIT

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-301 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

100 200 300 400100200300400

C L

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

230+00

240+00

245+52

250+00

260+00

270+00

280+00

290+00

100 200 300 400100200300400

C L

500 500600700 500 600 700

250 250

250250

264497

600 422

597 556

551 397

343 257

2' ALLOWABLE O.D. 2' ALLOWABLE O.D.

2' ALLOWABLE O.D.

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 18 OCT 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-40 FED. AUTH. DEPTH -40 FED. AUTH. DEPTH

-40 FED. AUTH. DEPTH

-42' REQUIRED DEPTH -42' REQUIRED DEPTH

-42' REQUIRED DEPTH

SABINE PASS (C-101) SABINE PASS (C-101)

SABINE PASS STA. 195+00

SABINE PASS STA. 230+00 TO

NO DREDGING

296+24

S T

A T

O S

T A

S A

E P

A S

S C

R O

S S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-302 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

100 200 300 400100200300400

C L

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

120+00

130+00

140+00

150+00

160+00

170+00

176+80

190+00

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

500 600 700 100 200 300 400100200300400

C L

500 600 700

182+00

2' ALLOWABLE O.D.

250 250

250 550

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 18 OCT 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-40 FED. AUTH. DEPTH -40 FED. AUTH. DEPTH

-40 FED. AUTH. DEPTH-40 FED. AUTH. DEPTH

-42' REQUIRED DEPTH -42' REQUIRED DEPTH

SABINE PASS (C-101) SABINE PASS (C-101)

195+00

S T

A T

O S

T A

S A

E P

A S

S C

R O

S S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-303 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

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L E

U .S

A R

M Y

C O

M M

A N

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H Y R

V A

P R

E P

A R

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N D

E R T

H E D

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T E

N A

N C

E D

R E

D G

S A

E -N

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H E

S W

A T

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W A

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A S

J U

N E

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V A

N I

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L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

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E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

100+00

110+00

100 200 300 400100200300400

C L

500 600 700

105+20

2' ALLOWABLE O.D.

250 550

250 250

100 200 300 400100200300400

C L

50+00

60+00

70+00

80+00

90+00

2' ALLOWABLE O.D.

285 285

292 292

299 299

306 306

313 313

100+00

110+00

320 320

327 327

2' ALLOWABLE O.D.2' ALLOWABLE O.D.

SABINE JETTY STA. 50+00

SABINE PASS STA. 100+00 TO

NO DREDGING

-40 FED. AUTH. DEPTH -40 FED. AUTH. DEPTH

-42' REQUIRED DEPTH -42' REQUIRED DEPTH

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 18 OCT 2019, 06 NOV 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

SABINE JETTY (C-102)SABINE PASS & JETTY (C-101 & C-102)

S A

E J

E T

T Y S

T A .5

O S

T A .1

S A

E P

A S

S S

T A T

O S

T A

C R

O S

S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-304 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

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A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

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L E

U .S

A R

M Y

C O

M M

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H Y R

V A

P R

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H E D

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T E

N A

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D G

S A

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H E

S W

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W A

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A S

J U

N E

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V A

N I

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L L

U .S S

U R

V E

Y F

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E L E

V A

N I

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L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

200+00

210+00

100 200 300 400100200300400

C L

500 500 100 200 300 400100200300400

C L

500 500

120+00

130+00

140+00 190+00

180+00

170+00

160+00

150+00

334 334

341 341

348 348

355 355

362 362

369 369

376 376

383 383

390 390

397 397

2' ALLOWABLE O.D.

2' ALLOWABLE O.D.2' ALLOWABLE O.D.

2' ALLOWABLE O.D.

-40 FED. AUTH. DEPTH -40 FED. AUTH. DEPTH

-42' REQUIRED DEPTH -42' REQUIRED DEPTH

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 18 OCT 2019, 06 NOV 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

SABINE JETTY (C-102)SABINE JETTY (C-102)

S T

A T

O S

T A

S A

E J

E T

T Y

C R

O S

S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-305 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

1+000

2+000

3+000

100 200 300 400 500100200300400500

C L

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

400 400

0+500

-2' ALLOWABLE O.D.

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

600700800900 600 700 800 900

BEGIN SIDE SLOPE TRANSITION BEGIN SIDE SLOPE TRANSITION

END SIDE SLOPE TRANSITIONEND SIDE SLOPE TRANSITION

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 19 OCT 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-44' REQUIRED DEPTH

-42' FED. AUTH. DEPTH

-42' FED AUTH. DEPTH

STA.0+800 TO STA.1+200

JETTY STONE - LEFT SIDE

SUBMERGED OBJECTS

SABINE OUTER BAR (C-103)

214+89 = 0+000

S T

A T

O S

T A

S A

E O

U T

E R B

A R

C R

O S

S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-306 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

100 200 300 400 500100200300400500

C L

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

400 400

5+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

600700800900 600 700 800 900

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

4+000

6+000

7+000

8+000

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 19 OCT 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-42' FED AUTH. DEPTH

SABINE OUTER BAR (C-103)

S T

A T

O S

T A

S A

E O

U T

E R B

A R

C R

O S

S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-307 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

100 200 300 400 500100200300400500

C L

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

400 400

10+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

600700800900 600 700 800 900

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

9+000

11+000

12+000

13+000

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 19 OCT 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-42' FED AUTH. DEPTH

SABINE OUTER BAR (C-103)

S T

A T

O S

T A

S A

E O

U T

E R B

A R

C R

O S

S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-308 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

O T

H Y R

V A

P R

E P

A R

E D U

N D

E R T

H E D

E C

T E

N A

N C

E D

R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

100 200 300 400 500100200300400500

C L

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

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U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

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U R

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Y F

E E

E L E

V A

N I

N M

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U R

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Y F

E E

E L E

V A

N I

N M

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U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

400 400

15+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

600700800900 600 700 800 900

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

14+000

16+000

17+000

17+424

BEGIN SIDE SLOPE TRANSITION BEGIN SIDE SLOPE TRANSITION

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 19 OCT 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-42' FED AUTH. DEPTH

SABINE OUTER BAR (C-103)

S T

A T

O S

T A

S A

E O

U T

E R B

A R

C R

O S

S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-309 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

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H Y R

V A

P R

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A R

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N D

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H E D

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N A

N C

E D

R E

D G

S A

E -N

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H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

100 200 300 400 500100200300400500

C L

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

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Y F

E E

E L E

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Y F

E E

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Y F

E E

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Y F

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Y F

E E

E L E

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U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

400 400

18+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

17+864

19+000

20+000

21+000

END SIDE SLOPE TRANSITION END SIDE SLOPE TRANSITION

100 200 300 400 500100200300400

C L

400 400

23+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

22+000

24+000

25+000

26+000

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 19 OCT 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-42' FED AUTH. DEPTH

SABINE OUTER BANK (C-104)SABINE OUTER BAR AND BANK (C-103 & C-104)

S T

A T

O S

T A

S A

E O

U T

E R B

A R A

N D B

A N

K C

R O

S S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-310 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

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L E

U .S

A R

M Y

C O

M M

A N

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H Y R

V A

P R

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A R

E D U

N D

E R T

H E D

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T E

N A

N C

E D

R E

D G

S A

E -N

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H E

S W

A T

E R

W A

Y T

E X

A S

J U

N E

100 200 300 400 500100200300400500

C L

E L E

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N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

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Y F

E E

E L E

V A

N I

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U R

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Y F

E E

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U R

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Y F

E E

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Y F

E E

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Y F

E E

E L E

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U R

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Y F

E E

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U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

400 400

28+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

27+000

29+000

30+000

60+000

100 200 300 400 500100200300400

C L

400 400

62+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

61+000

63+000

65+000

64+000

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 19 OCT 2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-42' FED AUTH. DEPTH

STA.30+000 AND STA.60+000

NO DREDGING BETWEEN

SABINE OUTER BANK (C-105)SABINE OUTER BANK (C-104 & C-105)

S T

A T

O S

T A

S A

E O

U T

E R B

A N

K C

R O

S S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-311 s id e n t E n g in e e r

A re a E n g in e e r

R A

L P

H E S

T E

E R ,P .E P

M P

O T

H Y J

W H

E P .E

B C

T W

P D

H O

N Z

A P .E

C h ie f

G e n e ra l E n g in e e ri n g B ra n c h

C O

L O

N E

L E

U .S

A R

M Y

C O

M M

A N

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H Y R

V A

P R

E P

A R

E D U

N D

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H E D

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T E

N A

N C

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R E

D G

S A

E -N

E C

H E

S W

A T

E R

W A

Y T

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A S

J U

N E

100 200 300 400 500100200300400500

C L

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

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E L E

V A

N I

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U .S S

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N I

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Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

E L E

V A

N I

N M

L L

U .S S

U R

V E

Y F

E E

400 400

67+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

66+000

68+000

69+000

70+000

100 200 300 400 500100200300400

C L

400 400

72+000

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

-44' REQ'D DEPTH

-2' ALLOWABLE O.D.

71+000

73+000

74+000

75+000

3. DISTANCES ARE IN U.S. SURVEY FEET.

2. CROSS SECTIONS SURVEYED 16 NOV2019.

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

-42' FED AUTH. DEPTH

SABINE OUTER BANK (C-105) SABINE OUTER BANK (C-105)

S T

A T

O S

T A

S A

E O

U T

E R B

A N

K C

R O

S S S

E C

Galveston District

G A

L V

E S

T O

N T

E X

A S

C O

R P

S O

F E

N G

E E

R S

U .S

A R

M Y E

N G

E E

R D

T R

G A

L V

E S

T O

A S S

H O

W N

D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

F il e

M o d e l

N a m e -S

E C

N B y

O D

X M

A N

M D a te

T im e

C A

D D p ro je c ts S

N -3

N W

W M a in te n a n c e F

Y P la n s -S

C -3

Y S

N W

W O

U T E

R B

A R B

A N

K P

L A

N S .d g n

SN 101-303SWG FILE NO. W912HY20B0016

C-312…

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