CT-W912HY19B0011_Plans.pdf
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Plans and Drawings for FY19 SNWW Maintenance Dredging
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Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:
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 AND CONSTRUCTION DIVISION
ROBERT C. THOMAS, P.E.
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY19B0011
SABINE-NECHES WATERWAY, TEXAS
SABINE-NECHES
MAINTENANCE DREDGING
SN 103-380
April 2019 of Engineers U.S. Army Corps
Galveston District
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SOLICITATION NO.:
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SABINE PASS LIGHTHOUSE
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TEXAS
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SCALE IN FEET
0 6,000 12,000 18,000
PLAN
ORANGE COUNTY, TEXAS
CALCASIEU PARISH, LOUISIANA
CAMERON PARISH, LOUISIANA
GULF OF MEXICO
SABINE PASS, TEXAS
SABINE LAKE
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PORT ARTHUR, TEXAS
GROVES, TEXAS
PORT NECHES, TEXAS
BEAUMONT, TEXAS
JEFFERSON COUNTY, TEXAS
PLACEMENT AREA NO.5B
PLACEMENT AREA NO.8
C-03
C-02
C-01
C-04
C-05
C-06
BOTTOM LIMITS OF CHANNEL
... TO BE DREDGED
CHANNEL STATIONING & CENTERLINE
LOCATION OF CROSS SECTION
DREDGE PIPELINE ROUTE
EXISTING DIKE
WEIR SPILLWAY
DROP OUTLET STRUCTURE
TIDE STAFF
EXIST. DIKE TO REPAIR
EXIST. DIKE BY OTHERS
MOUND
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DISCHARGE CORRIDOR
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(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
LOCATION OF PERMIT/PIPELINE CROSSING
NEW DIKE TO BE BUILT
TO BE USED
PLACEMENT AREA
OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)
PLACEMENT AREA (UNCONFINED PLACEMENT)
LIMITS OF OPEN WATER
HORIZONTAL CONTROL POINT
CHANNEL MARKER BEACON:
LIGHT BEACON
RANGE TOWER AND RANGE
SOIL BORING LOCATION CONE PENETROMETER (CPT) LOCATION
LIMITS OF RIPRAP
PLAN LEGEND
SNOYASSE
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VICINITY MAP
LOCATION
PROJECT
Galveston District
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W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
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A B
IN
E -N
E C
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MOUNDED BY THE DISCHARGE OPERATION AWAY FROM THE ADJACENT EMBANKMENT.THE TOE OF ANY ADJACENT EMBANKMENT SECTION. CONTRACTOR SHALL SPREAD SOILS 6. POINT OF DISCHARGE SHALL BE A MINIMUM OF 50 FEET MEASURED HORIZONTALLY FROM OPERATION.CROWN TO THE CONTRACTING OFFICER'S REPRESENTATIVE DURING THE DISCHARGE OUTSIDE TOE OF THE PERIMETER EMBANKMENT OR ANY SIGNIFICANT CRACKING ALONG THE 5. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY PONDING THAT OCCURS ALONG THE THAT HAVE BECOME SUBJECT TO LIQUEFACTION. MOVEMENT OF HIGHLY PERMEABLE SOILS ALONG THE OUTSIDE TOE OF AN EMBANKMENT STABILITY OF THE EMBANKMENT SECTION. LATERAL SPREADING IS DEFINED AS VISIBLE OF SOILS WITHIN ANY EMBANKMENT THAT IS OF SUFFICIENT MAGNITUDE TO ENDANGER THE DURING THE DISCHARGE OPERATION. SHEAR FAILURE IS DEFINED AS A VISIBLE SEPARATION REPRESENTATIVE IF A VISIBLE CHANGE TO THE PERIMETER EMBANKMENT SECTION OCCURS AND/OR LATERAL SPREADING AND SHALL NOTIFY THE CONTRACTING OFFICERS 4. THE CONTRACTOR SHALL MONITOR THE PERIMETER EMBANKMENT FOR SHEAR FAILURE EMBANKMENT. THE SURFACE ELEVATION OF PONDED EFFLUENT AND AN ADJACENT PERIMETER DISCHARGE OPERATION. FREEBOARD IS DEFINED AS THE VERTICAL DISTANCE BETWEEN OFFICERS REPRESENTATIVE IF LESS THAN TWO FEET OF FREEBOARD OCCURS DURING THE ENTIRE LENGTH OF THE PERIMETER EMBANKMENT AND SHALL NOTIFY THE CONTRACTING 3. THE CONTRACTOR SHALL MONITOR THE AMOUNT OF AVAILABLE FREEBOARD FOR THE CORRIDOR FOR EVERY 1000LF OF DREDGE ADVANCE. AREA AND SHALL MOVE THE POINT OF DISCHARGE 100LF WITHIN THE APPROVED DISCHARGE 2. THE CONTRACTOR SHALL MONITOR THE ACTIVE DISCHARGE POINT WITHIN THE PLACEMENT THE CONTRACT PERIOD. EXISTING OUTFALL STRUCTURE AND ACCESS ROADWAY SURFACE FOR THE DURATION OF GRADES OF EXISTING ADJACENT EMBANKMENTS AND SHALL MAINTAIN AND/OR REPAIR THE 1. THE CONTRACTOR SHALL MAINTAIN AND REPAIR EXISTING EMBANKMENTS TO THE LINES AND
A N
D D
R A
W
IN
G N
O T
E S
T A
B L E
S
D R
A W
IN
G I
N D
E X
GENERAL NOTES
OPERATION AWAY FROM THE POINT OF DISCHARGE.
CONTRACTOR SHALL SPREAD SOILS MOUNDED BY THE DISCHARGE
HORIZONTALLY FROM ANY ADJACENT EMBANKMENT SECTION.
8. POINT OF DISCHARGE MUST BE A MINIMUM OF 100 FEET MEASURED
AREA AS INSTRUCTED IN THE CONTRACT SPECIFICATIONS.
THE CONTRACTOR MUST FIELD VERIFY OBSTRUCTIONS IN THE WORK
NOT BE IN THE SAME LOCATION AT THE TIME OF CONTRACT EXECUTION.
7. OBSTRUCTION SHOWN IN ORTHOGRAPHIC BACKGROUND IMAGERY MAY
PIPE LINES WITHIN THE WORK AREA.
6. CONTRACTOR SHALL EXERCISE DUE DILEGENCE WHEN LOCATING BURIED
SLOPES.
5. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE
BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
4. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL
3. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
(MLLW).
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM
Galveston District
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W912HY19B0011
SOLICITATION NO.:
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200+00
186+00
194+00
C L
300 200 100 0 100 200 300
24+00
0+00
4+00
10+00
14+0034+50
30+00
C L
-42' REQ'D DEPTH
1' ALLOWABLE O.D.
6+00
19+65 (FWD)
19+65 (BK)
200 100 100 200 200 100 0 100 2000
C L
C L
1' ALLOWABLE O.D.
-45' REQ'D DEPTH
-42' REQ'D DEPTH
1' ALLOWABLE O.D.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
-42' ADV. MAINT.
400400500
197+50
190+82.97
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
1' ALLOWABLE O.D.
-45' REQ'D DEPTH
C L
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
184+00
200 100 0 100 200 300
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
CANAL
SABINE-NECHES
200200
201201
345345
448448
229229
200200 110
182.4 192.4
182.4
182.4
192.4110
SABINE-NECHES CANAL TURNING BASIN (C-01) PORT OF PORT ARTHUR DOCK (C-01)
POPA CROSS SECTIONS SURVEYED 28 MARCH 2019 CROFT/OFFICE.
3. SNC CROSS SECTIONS SURVEYED 14 JAN 2019 SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
A N
D P
O R
T O
F P
O R
T A
R T
H U
R S
A B
IN
E E
N C
H E
S T
U R
N
IN
G B
A S
IN
C R
O S
S S
E C
T
IO
N S
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
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
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
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.:
J O
S E
P H L
K
IN
G
R .A
R A
L P
H E S
T E
IN
E R P .E P
M P
C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
S
E C
T
IO
N B y
M
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
S
N W
W M a in te n a n c e D re d g in g
P la n s -S
C S
N -1
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g n
C-302
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
R O
B E
R T C T
H O
M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
C L
300 200 100 0 100 200 30040050060070080090010001100
30+00
40+00
326+24.55 = 0+00
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
9+48.62
17+52.55
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
SABINE-NECHES CANAL (C-02)
COMBINED REPROCESSED 27 MARCH 2019 CROFT.
3. CROSS SECTIONS SURVEYED 26-27 FEBRUARY SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
P O
R T A
R T
H U
R J
U N
C T
IO
N C
R O
S S S
E C
T
IO
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
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
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
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.:
J O
S E
P H L
K
IN
G
R .A
R A
L P
H E S
T E
IN
E R P .E P
M P
C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
S
E C
T
IO
N B y
M
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
S
N W
W M a in te n a n c e D re d g in g
P la n s -S
C S
N -1
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g n
C-303
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
R O
B E
R T C T
H O
M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
C L
300 200 100 0 100 200 300400500600700800900100011001200
310+00
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
314+34.45
317+11.36
320+45.56
321+74.44
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
PORT ARTHUR JUNCTION (C-03)
COMBINED REPROCESSED 27 MARCH 2019 CROFT.
3. CROSS SECTIONS SURVEYED 26-27 FEBRUARY SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
P O
R T A
R T
H U
R J
U N
C T
IO
N C
R O
S S S
E C
T
IO
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
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
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
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.:
J O
S E
P H L
K
IN
G
R .A
R A
L P
H E S
T E
IN
E R P .E P
M P
C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
S
E C
T
IO
N B y
M
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
S
N W
W M a in te n a n c e D re d g in g
P la n s -S
C S
N -1
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g n
C-304
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
R O
B E
R T C T
H O
M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
290+00
300+00
C L
300 200 100 0 100 200 30040050060070080090010001100
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
307+84.28
301+89.26
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
300200
279+59
PORT ARTHUR JUNCTION (C-03)
COMBINED REPROCESSED 27 MARCH 2019 CROFT.
3. CROSS SECTIONS SURVEYED 26-27 FEBRUARY SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
P O
R T A
R T
H U
R J
U N
C T
IO
N C
R O
S S S
E C
T
IO
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
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
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
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.:
J O
S E
P H L
K
IN
G
R .A
R A
L P
H E S
T E
IN
E R P .E P
M P
C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
S
E C
T
IO
N B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
S
N W
W M a in te n a n c e D re d g in g
P la n s -S
C S
N -1
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g n
C-305
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
R O
B E
R T C T
H O
M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
67+41
70+00
75+55
80+00
84+00
87+33
90+00
92+00
92+01
96+00
12886
300 200 100 0 200 300 400 -60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
0 100 200 300100
22185 114885
94285
39585
30085
C L
C L
100200 400 500 600 700 800 900 1000 1100 1200 1300
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
50185
TAYLOR BAYOU TURNING BASIN (C-02)
AND STA.96+00 IS NOT ALLOWED
VESSEL TRAFFIC BETWEEN STA.92+00
NO DREDGING ABOVE STA.92+00
3. CROSS SECTIONS SURVEYED 13 MARCH 2019 SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS
NOTES:
T A
Y L
O R B
A Y
O U
C R
O S
S S
E C
T
IO
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
IN
E E
R S
U .S
A R
M Y E
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IN
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IS
T R
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G A
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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
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
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Drawing No.:
J O
S E
P H L
K
IN
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R .A
R A
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H E S
T E
IN
E R P .E P
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C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
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M o d e l
N a m e C -1
S
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IO
N B y
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:2
:2
P
M D a te
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W
C A
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N -3
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N W
W M a in te n a n c e D re d g in g
P la n s -S
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-3
C O
N T
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C T -P
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C-306
L O
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L
U .S
A R
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C O
M M
A N
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IN
G
L A
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P R
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IR
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N O
F
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M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
20+01
24+00
28+50
31+09.8
32+00
40+00
42+42
46+00
50+00
56+00
61+30
62+00
66+00
91889
26498
225111
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
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E E
T M
L L
W D
A T
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E L E
V A
T
IO
N I
N F
E E
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L L
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N I
N F
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T M
L L
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E L E
V A
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N I
N F
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T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
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N I
N F
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T M
L L
W D
A T
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V A
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N I
N F
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L L
W D
A T
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N I
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E L E
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N I
N F
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T M
L L
W D
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150100
150100
100100
11690 250100
250100
250264
250300
C L
C L
300 200 100 0 200 300100 300 200 100 0 200 300100 300 200 100 0 200 300100 400400
=17+97.5(FWD)
22+10(BK)
250300
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
TAYLOR BAYOU TURNING BASIN
C L
CONNECTING CHANNEL (C-02) CONNECTING CHANNEL (C-02) WEST BASIN (C-02)
3. CROSS SECTIONS SURVEYED 13 MARCH 2019 SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS
NOTES:
T A
Y L
O R B
A Y
O U
C R
O S
S S
E C
T
IO
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
IN
E E
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U .S
A R
M Y E
N G
IN
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IC
T
G A
L V
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T O
N
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H O
W N
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
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.:
J O
S E
P H L
K
IN
G
R .A
R A
L P
H E S
T E
IN
E R P .E P
M P
C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
S
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T
IO
N B y
M
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:2
P
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P la n s -S
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N -1
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C O
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C-307
L O
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U .S
A R
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C O
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D
IN
G
L A
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E T
T E
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T R
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P R
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H E D
IR
E C
T
IO
N O
F
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B E
R T C T
H O
M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
90+00
4+00
6+00
10+00
14+79
02+00
17+65
0+00
=17+97.5(FWD)
22+10(BK)
19+05.30
-1+38.25
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
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E L E
V A
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N I
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E E
T M
L L
W D
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E L E
V A
T
IO
N I
N F
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T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
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E L E
V A
T
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N I
N F
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T M
L L
W D
A T
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E L E
V A
T
IO
N I
N F
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T M
L L
W D
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V A
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N I
N F
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T M
L L
W D
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E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
300 200 100 0 200 300100 300 200 100 0 200 300100 200 100 0 200 300100400
250300
380300
445300
361200
11+44
328200
259200
126200
187200
234200
447100
373100
293100
270100
270100
06+14
06+66
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
400 500
C L
C L
C L
ENTRANCE CHANNEL (C-02) ENTRANCE CHANNEL (C-02) EAST BASIN (C-02)
3. CROSS SECTIONS SURVEYED 13 MARCH 2019 SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS
NOTES:
T A
Y L
O R B
A Y
O U
C R
O S
S S
E C
T
IO
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
IN
E E
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U .S
A R
M Y E
N G
IN
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IS
T R
IC
T
G A
L V
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T O
N
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H O
W N
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
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.:
J O
S E
P H L
K
IN
G
R .A
R A
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T E
IN
E R P .E P
M P
C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
S
E C
T
IO
N B y
M
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A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
S
N W
W M a in te n a n c e D re d g in g
P la n s -S
C S
N -1
-3
C O
N T
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C T -P
L A
N S T x S c .d g n
C-308
L O
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L
U .S
A R
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C O
M M
A N
D
IN
G
L A
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T E
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T R
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P R
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N D
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H E D
IR
E C
T
IO
N O
F
R O
B E
R T C T
H O
M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
C L
300 200 100 0 100 200 300 400400 -60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
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E L E
V A
T
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N I
N F
E E
T M
L L
W D
A T
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E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
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-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
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N I
N F
E E
T M
L L
W D
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E L E
V A
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N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
240+00
250+00
270+00
260+00
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
C L
300 200 100 0 100 200 300 400400
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
C L
300 200 100 0 100 200 300 400400
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
1230+00
220+00
210+00
204+00
200+00
190+00
180+00
170+00
160+00
150+00
140+00
250250
250250 250250 250250
250250250250
PORT ARTHUR CANAL (C-03 & C-04)
3. CROSS SECTIONS SURVEYED 14 MARCH 2019 SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS
NOTES:
P O
R T A
R T
H U
R C
A N
A L
C R
O S
S S
E C
T
IO
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
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
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
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.:
J O
S E
P H L
K
IN
G
R .A
R A
L P
H E S
T E
IN
E R P .E P
M P
C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
S
E C
T
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N B y
M
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:2
P
M D a te
T im e
W
C A
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N -3
S
N W
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P la n s -S
C S
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C O
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C T -P
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C-309
L O
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A R
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C O
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IN
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L A
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T E
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T R
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P R
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N D
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H E D
IR
E C
T
IO
N O
F
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B E
R T C T
H O
M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
C L
300 200 100 0 100 200 300 400400 -60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
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N I
N F
E E
T M
L L
W D
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E L E
V A
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N I
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V A
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N I
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T M
L L
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N I
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L L
W D
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E L E
V A
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N I
N F
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T M
L L
W D
A T
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-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
-60
-40
-20
E L E
V A
T
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N I
N F
E E
T M
L L
W D
A T
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E L E
V A
T
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N I
N F
E E
T M
L L
W D
A T
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E L E
V A
T
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N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
C L
300 200 100 0 100 200 300 400400
1' ALLOWABLE O.D.
-40 AUTH. DEPTH
-42' ADV. MAINT.
C L
300 200 100 0 100 200 300 400400
-40 AUTH. DEPTH
-42' ADV. MAINT.
190+00
80+00
70+00
64+00
60+00
50+00
40+00
30+00
10+00
130+00
120+00
110+00
100+00
20+00
0+00
1' ALLOWABLE O.D.
250250 250250 250250
250250250250250250
PORT ARTHUR CANAL (C-04 & C-05)
3. CROSS SECTIONS SURVEYED 14 MARCH 2019 SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS
NOTES:
P O
R T A
R T
H U
R C
A N
A L
C R
O S
S S
E C
T
IO
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
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
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
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.:
J O
S E
P H L
K
IN
G
R .A
R A
L P
H E S
T E
IN
E R P .E P
M P
C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
S
E C
T
IO
N B y
M
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X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
S
N W
W M a in te n a n c e D re d g in g
P la n s -S
C S
N -1
-3
C O
N T
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C T -P
L A
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C-310
L O
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U .S
A R
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C O
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L A
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R S
T R
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P R
E P
A R
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N D
E R T
H E D
IR
E C
T
IO
N O
F
R O
B E
R T C T
H O
M A
S P .E
W912HY19B0011
SOLICITATION NO.:
T W
T
IN
T E
N A
N C
E D
R E
D G
IN
G S
A B
IN
E -N
E C
H E
S S
A B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
A P
R
IL
C L
10+11
11+00
11+84
450 400 350 300 250 200 150 100 50 0 50 100 500
C L
450 400 350 300 250 200 150 100 50 0 50 100
1+00
2+00
4+00
5+00
7+11
9+00
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-10
-20
-30
E L E
V A
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IO
N I
N F
E E
T M
L L
W D
A T
U M
-10
-20
-30
E L E
V A
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N I
N F
E E
T M
L L
W D
A T
U M
-10
-20
-30
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-10
-20
-30
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-10
-20
-30
E L E
V A
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IO
N I
N F
E E
T M
L L
W D
A T
U M
-10
-20
-30
E L E
V A
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N I
N F
E E
T M
L L
W D
A T
U M
-10
-20
-30
E L E
V A
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N I
N F
E E
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L L
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-10
-20
-30
E L E
V A
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N I
N F
E E
T M
L L
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-10
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-30
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
-10
-20
-30
0+00
-15' REQUIRED DEPTH
-1' OVERDEPTH
-15' REQUIRED DEPTH
-1' OVERDEPTH
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
NAVIGATION CHANNEL
SABINE PASS
U.S. COAST GUARD SABINE AREA "A" (C-06)
ASCENDING TOE LINE
SABINE PASS LEFT
50FT OFFSET FROM
ASCENDING TOE LINE
SABINE PASS LEFT
50FT OFFSET FROM
3. CROSS SECTIONS SURVEYED 09 JANUARY 2019 SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS
NOTES:
M A
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N S
EL.=0 MLLW
EL.=-40 MLLW
EL.=-15 MLLW
50FT30FT
SURVEY
CENTERLINE THIS
LINE SABINE PASS
LEFT ASCENDING TOE
NOT TO SCALE
SURVEY CENTERLINE DIAGRAM - THIS SHEET ONLY
Galveston District
G A
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D e s ig n e d b y
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W912HY19B0011
SOLICITATION NO.:
T W
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IN
T E
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R E
D G
IN
G S
A B
IN
E -N
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H E
S S
A B
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H E
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A S
A P
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N I
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W D
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E L E
V A
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N I
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L L
W D
A T
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E L E
V A
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N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
U M
E L E
V A
T
IO
N I
N F
E E
T M
L L
W D
A T
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E L E
V A
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N I
N F
E E
T M
L L
W D
A T
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E L E
V A
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N I
N F
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L L
W D
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E L E
V A
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N I
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L L
W D
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E L E
V A
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N I
N F
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W D
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E L E
V A
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N I
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E E
T M
L L
W D
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4+35
1+23
4+00
1+00
3+00
0+42
0+00
90'
90'
90'
116.4'
143.2'
200.2'
50'
C L
2+05
1+50
1+00
0+48
0+00
163.5'
150'
150'
150'
150'
2+00
116.4'
2550 25 75 100
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
02550 25 50 02550 25 5075100 75 75100 100 75 75
-5
-10
-15
-5
-10
-15
-5
-10
-15
-5
-10
-15
C L
C L
C L
-10' REQUIRED DEPTH
-1' OVERDEPTH
-1' OVERDEPTH
-10' REQUIRED DEPTH
-10' REQUIRED DEPTH
-1' OVERDEPTH
-10' REQUIRED DEPTH
-8' REQUIRED DEPTH
-1' OVERDEPTH
-1' OVERDEPTH
-8' REQUIRED DEPTH
-1' OVERDEPTH
U.S. COAST GUARD SABINE AREA "B" (C-06) U.S. COAST GUARD SABINE AREA "C" (C-06)
3. CROSS SECTIONS SURVEYED 09 JANUARY 2019 SEDTAL/MOSLEY.
2. DISTANCES ARE IN U.S. SURVEY FEET.
INCREASING STATIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS
NOTES:
M A
R
IN
E F
A C
IL
IT
Y U .S
C O
A S
T G
U A
R D S
A B
IN
E C
R O
S S S
E C
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IO
| CT-W912HY19B0011-PLANS |
| GENERAL |
| G-001 COVER SHEET |
| G-002 VICINITY MAP, LOCATION PLAN AND DRAFTING LEGEND |
| G-003 TABLES, DRAWING INDEX AND DRAWING NOTES |
| CIVIL-SITE |
| C-101 PLAN -SABINE-NECHES TURNING BASIN AND PORT OF PORT ARTHUR |
| C-102 PLAN - PORT ARTHUR JUNCTION - TAYLOR BAYOU |
| C-103 PLAN - PORT ARTHUR JUNCTION AND UPPER PORT ARTHUR CANAL |
| C-104 PLAN - MIDDLE PORT ARTHUR CANAL |
| C-105 PLAN - LOWER PORT ARTHUR CANAL |
| C-106 PLAN - US COAST GUARD SABINE MARINE FACILITY |
| C-301 CROSS SECTIONS - SABINE-NECHES TURNING BASIN AND PORT OF PORT ARTHUR |
| C-302 CROSS SECTIONS PORT ARTHUR JUNCTION |
| C-303 CROSS SECTIONS PORT ARTHUR JUNCTION |
| C-304 CROSS SECTIONS PORT ARTHUR JUNCTION |
| C-305 CROSS SECTIONS - TAYLOR BAYOU |
| C-306 CROSS SECTIONS - TAYLOR BAYOU |
| C-307 CROSS SECTIONS - TAYLOR BAYOU |
| C-308 CROSS SECTIONS - PORT ARTHUR CANAL |
| C-309 CROSS SECTIONS - PORT ARTHUR CANAL |
| C-310 CROSS SECTIONS - US COAST GUARD SABINE MARINE FACILITY |
| C-311 CROSS SECTIONS - US COAST GUARD SABINE MARINE FACILITY |
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