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F il e

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N a m e

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.d g n

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

W912HY19B0019

BRAZOS ISLAND HARBOR, TEXAS

RIO 901-265

BROWNSVILLE MAIN SHIP CHANNEL

PIPELINE DREDGING

AND PORT ISABEL CHANNEL

June 2019 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, ENGINEERING BRANCH

WILLIE J. HONZA, P.E.

of Engineers U.S. Army Corps

Galveston District

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W912HY19B0019

SOLICITATION NO.:

G-003

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W912HY19B0019

SOLICITATION NO.:

C-301

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5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

3. CONDITIONS SURVEYS AS OF NOVEMBER, 2018.

NOTES:

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

1+00

2+00

3+00 6+00

5+00

4+00 7+00

8+00

9+00

9+600

13+400

14+00

42' AUTH. DEPTH

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

42' AUTH. DEPTH

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

200'200'

400'

125'184'

309'

250'

125'125' 125'125'

250'

STA. 9+600 TO STA. 13+400

NO DREDGING BETWEEN

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W912HY19B0019

SOLICITATION NO.:

C-302

RIO 901-265SWG FILE NO.

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0 100 200 300

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

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5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

3. CONDITIONS SURVEYS AS OF NOVEMBER, 2018.

NOTES:

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

15+000

16+000

17+000 22+000

21+000

20+000

25+000

24+000

23+000

28+000

27+000

26+000

STA. 17+000 TO STA. 20+000

NO DREDGING BETWEEN

42' AUTH. DEPTH

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

STA. 17+000 TO STA. 20+000

NO DREDGING BETWEEN

(REQ'D DEPTH)

2'ADV.MAINT.

42' AUTH. DEPTH

OVERDEPTH

1' ALLOWABLE

125'125'

250'

250'

125'125'

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W912HY19B0019

SOLICITATION NO.:

C-303

RIO 901-265SWG FILE NO.

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5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

3. CONDITIONS SURVEYS AS OF NOVEMBER, 2018.

NOTES:

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

29+000

30+000

31+000 35+400

32+400

32+000

38+000

37+000

36+000

44+000

43+000

42+400

2.5 2.5

1 1

1 1

STA. 38+000 TO STA. 42+400

NO DREDGING BETWEEN

42' AUTH. DEPTH

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

STA. 38+000 TO STA. 42+400

NO DREDGING BETWEEN

125'125'

250'

42' AUTH. DEPTH

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

125'125'

250'

2.5 2.5

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NO DREDGING BETWEEN

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SOLICITATION NO.:

C-304

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

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5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

3. CONDITIONS SURVEYS AS OF MARCH, 2019.

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

45+000

46+000

47+000 50+000

49+000

48+000

53+000

52+000

51+000

56+000

55+000

54+000

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

42' AUTH. DEPTH

125'125'

250'

2.5

2.5

42' AUTH. DEPTH

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

125'125'

250'

2.5

2.5

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SOLICITATION NO.:

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N N

E L

B R

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

J U

N E

C h ie f, E n g in e e ri n g B ra n c h

A re a E n g in e e r

P A

B L

O H

E R

N A

N D

E Z P .E

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

NOTES:

1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

0 100 200 300

CL

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

-10

-20

-30

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

CL CL CL

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

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-10

-20

-30

-40

-50

-40

5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.

3. CONDITIONS SURVEYS AS OF MARCH, 2019.

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

57+000

58+000

59+000 62+000

61+000

60+000

65+000

64+000

63+000

68+000

67+000

66+000

42' AUTH. DEPTH

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

125'125'

250'

2.5

2.5

OVERDEPTH

1' ALLOWABLE

(REQ'D DEPTH)

2'ADV.MAINT.

42' AUTH. DEPTH

2.5

2.5

100'200'

300'

125'125'

250'

100'200'

300'

S T

A T

O S

T A .6

C R

O S

S S

E C

T

IO

Galveston District

G A

L V

E S

T O

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A S

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U .S

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E E

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IS

T R

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G A

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T O

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A S S

H O

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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

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W912HY19B0019

SOLICITATION NO.:

C-306

RIO 901-265SWG FILE NO.

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IP

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A B

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L E M

A

IN

S

H

IP

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B R

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O S I S

L A

N D H

A R

B O

R T

E X

A S

J U

N E

C h ie f, E n g in e e ri n g B ra n c h

A re a E n g in e e r

P A

B L

O H

E R

N A

N D

E Z P .E

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

0 100 200 300

CL

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

-10

-20

-30

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

CL CL CL

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

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-10

-20

-30

-40

-50

-40

5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

3. CONDITIONS SURVEYS AS OF MARCH, 2019.

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

69+000

70+000

71+000 75+000

74+600

72+000

78+000

77+000

76+000

80+000

79+610

78+600

(REQ'D DEPTH)

2'ADV.MAINT.

42' AUTH. DEPTH

OVERDEPTH

1' ALLOWABLE

STA. 72+000 TO STA. 74+600

NO DREDGING BETWEEN

100'200'

300'

2.5

2.5

2.5

2.5

OVERDEPTH

1' ALLOWABLE

(REQ'D DEPTH)

2'ADV.MAINT.

42' AUTH. DEPTH

400'

200'200'

400'

200'200'

300'

100'200'

STA. 78+600 TO STA. 79+610

NO DREDGING BETWEEN

S T

A T

O S

T A .8

C R

O S

S S

E C

T

IO

Galveston District

G A

L V

E S

T O

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A S

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U .S

A R

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E E

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IS

T R

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T

G A

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T O

N

A S S

H O

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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

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Drawing No.:

F il e

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N a m e

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W912HY19B0019

SOLICITATION NO.:

C-307

RIO 901-265SWG FILE NO.

J L

M

M D

G

A N

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P

IP

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IN

E D

R E

D G

IN

G A

N D P

O R

T I S

A B

E L C

H A

N N

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B R

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V

IL

L E M

A

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H

IP

C

H A

N N

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B R

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

J U

N E

C h ie f, E n g in e e ri n g B ra n c h

A re a E n g in e e r

P A

B L

O H

E R

N A

N D

E Z P .E

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

0 100 200 300

CL

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

-10

-20

-30

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

CL CL CL

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

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-10

-20

-30

-40

-50

-40

5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

NOTES:

3. CONDITIONS SURVEYS AS OF MARCH, 2019.

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

81+000

42' AUTH. DEPTH

(REQ'D DEPTH)

2'ADV.MAINT.

OVERDEPTH

1' ALLOWABLE

400'

200'200'

2.5

2.5

S T

A

C R

O S

S S

E C

T

Galveston District

G A

L V

E S

T O

N T

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A S

C O

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S O

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IN

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U .S

A R

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E E

R D

IS

T R

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T

G A

L V

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T O

N

A S S

H O

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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

C -3

B y

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O D

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B

IH

I n s id e C h a n n e l P la n s -S R

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W912HY19B0019

SOLICITATION NO.:

C-308

RIO 901-265SWG FILE NO.

J L

M

M D

G

A N

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P

IP

E L

IN

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R E

D G

IN

G A

N D P

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T I S

A B

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H A

N N

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B R

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L E M

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IP

C

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N N

E L

B R

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

J U

N E

C h ie f, E n g in e e ri n g B ra n c h

A re a E n g in e e r

P A

B L

O H

E R

N A

N D

E Z P .E

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

0 100 200 300

CL

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

-10

-20

-30

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

CL CL CL

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

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-10

-20

-30

-40

-50

-40

5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

3. CONDITIONS SURVEYS AS OF NOVEMBER, 2018.

NOTES:

16+000 13+244

14+000

12+802

13+000

14+000

15+000

16+000

17+000

-400-500 -200

-400-500 -300 -300

15+000 17+804

17+000

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

100'503'

603'

100'85'

185'

100'100'

200'

100'100'

200'

58'100'

158'

145'

100'100'

200'

200'

100'100'

36' AUTH. DEPTH

(REQ'D DEPTH)

2' ADV. MAINT.

OVERDEPTH

1' ALLOWABLE

OVERDEPTH

1' ALLOWABLE

S T

A T

O

W E

S T W

Y E

O P

T

IO

N N

O

S T

A T

O

C R

O S

S S

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T

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N S E

A S

T W

Y E

O P

T

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N N

O

Galveston District

G A

L V

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T O

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A S

C O

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S O

F E

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IN

E E

R S

U .S

A R

M Y E

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IN

E E

R D

IS

T R

IC

T

G A

L V

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T O

N

A S S

H O

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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

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B y

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W912HY19B0019

SOLICITATION NO.:

C-309

RIO 901-265SWG FILE NO.

J L

M

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D G

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A B

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B R

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L E M

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IP

C

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E L

B R

A Z

O S I S

L A

N D H

A R

B O

R T

E X

A S

J U

N E

C h ie f, E n g in e e ri n g B ra n c h

A re a E n g in e e r

P A

B L

O H

E R

N A

N D

E Z P .E

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

0 100 200 300

CL

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-50

-10

-20

-30

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

CL CL CL

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

-50

-10

-20

-30

-40

-50

-10

-20

-30

-40

-10

-20

-30

-40

-50

-40

5. RESPONSIBLE SURVEYOR - G. REYES

4. DISTANCE ARE IN U.S. SURVEY FEET.1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.

3. CONDITIONS SURVEYS AS OF NOVEMBER, 2018.

NOTES:

17+804

-400-500 -200

-400-500 -300 -300

2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM.

100'100'

200'

OVERDEPTH

1' ALLOWABLE

S T

A

O P

T

IO

N N

O .2

W E

S T W

Y E

C R

O S

S S

E C

T

W912HY19B0019-PLANS
GENERAL
G-001 COVER SHEET
G-002 LOCATION PLAN, VICINITY MAP, AND LEGEND
G-003 INDEX OF DRAWINGS, CHANNEL ALIGNMENT DATA, CONTROL MONUMENTS, AND TIDE STAFF DATA
CIVIL-SITE
C-101 PLAN STA. 1+000 TO STA. 12+500
C-102 PLAN STA. 12+500 TO STA. 25+700
C-103 PLAN STA. 25+700 TO STA. 40+400
C-104 PLAN STA. 40+400 TO STA. 54+700
C-105 PLAN STA. 54+700 TO STA. 68+500
C-106 PLAN STA. 68+500 TO STA. 81+000
C-107 PLAN STA. 13+244 TO STA. 17+804 (OPTION NO.1) STA. 12+802 TO STA. 17+804 (OPTION NO. 2)
C-301 CROSS SECTIONS STA. 1+000 TO 14+000
C-302 CROSS SECTIONS STA. 15+000 TO 28+000
C-303 CROSS SECTIONS STA. 29+000 TO 44+000
C-304 CROSS SECTIONS STA. 45+000 TO 56+000
C-305 CROSS SECTIONS STA. 57+000 TO 68+000
C-306 CROSS SECTIONS STA. 69+000 TO 80+000
C-307 CROSS SECTION STA. 81+000
C-308 CROSS SECTIONS EAST WYE (OPTION NO. 1) STA. 13+244 TO 17+804 AND WEST WYE (OPTION NO. 2) STA. 12+802 TO 17+000
C-309 CROSS SECTION-WEST WYE STA. 17+804 (OPTION NO.2)
2019-06-17T15:18:17-0500
HONZA.WILLIE.J.1231036136

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