W912HY21B0001_Plans_VOL-II.PDF
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- Solicitation number
- W912HY21B0001
About this file
This document provides details on a federal contract solicitation for pipeline dredging services. The solicitation number is W912HY21B0001 and is being issued by the Department of the Army Corps of Engineers Engineering District Galveston. Bids for the Corpus Christi Ship Channel, Texas, Channel Improvement Project, Upper Bay Reach in Nueces County, Texas are due on July 20, 2021 at 2:00 PM. The solicitation seeks pipeline dredging services to improve the channel in the specified area of the Corpus Christi Ship Channel in Nueces County, Texas. No further information is provided on pricing terms, set asides, incumbents or award dates.
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W912HY21B0001
SOLICITATION NO.:
G A
L V
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T O
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N O
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J U
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
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D E
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IP
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Galveston District
R O
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H O
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CONTRACT NO.:
ISSUE DATE:
Galveston District
®of Engineers
US Army Corps
SWG FILE NO.:
JUNE 2021
SOLICITATION NO.:
NUECES 803-360
CORPUS CHRISTI SHIP CHANNEL, TEXAS
O
V E
R S
H E
E T
CHANNEL IMPROVEMENT PROJECT
UPPER BAY REACH
e c ne lle cxE fo retne
Coastal Navigation and Environmental Restoration
VOLUME II - PLACEMENT AREA NO. 1-2
OF VOLUME I
ON COVER SHEET
SIGNATURES SHOWN
V O
L U
M E I I P
L A
C E
M E
N T A
R E
A N
O -2
LOCATION
PROJECT
GALVESTON
HOUSTON
FREEPORT
MATAGORDA
DALLAS
FT.
WORTH
AUSTIN
SAN ANTONIO
CORPUS
CHRISTI
BROWNSVILLE
ARK.
LA.
T E X A S
100 0 100 200
SCALE OF MILES
ARTHUR
PORT
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R
IV
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INGLESIDE
CORPUS CHRISTI
P.A. 1-2P.A. 3A
P.A. 3B P.A. 14-15
P.A. 16-17
SCALE IN FEET
0 4,000 8,000 12,000
PLAN
SHIP CHANNEL
CORPUS CHRISTI
C O
R P U S C
H R
IS
TI
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IP
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A N
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W912HY21B0001
SOLICITATION NO.:
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
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Galveston District
R O
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IN
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IN
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N
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H O
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M A
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P
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C
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A S
CORPUS CHRISTI TURNING BASIN
NAVD88 EL.=3.93
Y=17,186,711.770
X=1,342,542.470
PID NO. AC8423
(Aquarium) TCOON
90008 D=877 5296 D TIDAL
24" C.M.P.
36" C.M.P.
1-5" CABLE @ -90.00'
TIME-WARNER CABLE
1- 12" CABLE CONDUIT @-98.83' (MLLW)
SOUTHWESTERN BELL TELLEPHONE CO.
PERMIT NO. 14114/29
STA. 112+948
1-8" GAS PIPELINE @ -92'
2-16" SEWER PIPELINES @ -97.5' AND -112'
STA. 112+849.27
2-20" WATER PIPELINES @ -120' AND -135.5'
STA. 112+836.14
CITY OF CORPUS CHRISTI
AUTO STATION
LEXINGTON
W912HY21B0001
SOLICITATION NO.:
C H
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G A
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DRAWING NO.:
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C C
R O of Engineers U.S. Army Corps
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-0
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W
C A
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C
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PLACEMENT AREA NO. 2
PLACEMENT AREA NO. 1
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P L
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IN
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H A
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IN
C O
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H A
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AREA NO. 1
PLACEMENT
COMMON DIKE
PA 1 AND 2
DIKE
TRAINING
PA-1 AND PA-2
CONNECTING
DIKE BREACH
DIKE PA 1
CONTAINMENT
DIKE PA 2
CONTAINMENT
DIKE PA 1
CONTAINMENT
DIKE PA 1
CONTAINMENT
BE DEMOLISHED
STRUCTURE TO
SOUTH WEIR
DEMOLISHED
TO BE
STRUCTURE
NORTH WEIR
T4 PERMIT: 00140
8.63" CRUDE OIL
KOCH PIPELINE COMPANY, L.P.
RR COMMISSION DATA:
T4 PERMIT: 00140
6.63" CRUDE OIL
KOCH PIPELINE COMPANY, L.P.
RR COMMISSION DATA:
S T
A
S T
A
STA. 34+30 TO STA. 70+50
NO DIKE TURFING ON COMMON PA-1 AND PA-2 DIKE
IN BREACH
CONSTRUCTION
NO DIKE
.S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
C C
C .S . A
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SCALE IN FEET
0 20 40 60
PLAN
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DITCH
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PLACEMENT AREA NO. 1
A C
C E
S S D
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P L
A C
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T A
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A N
O
P L
A N
NEW CONTAINMENT DIKE
STEEL SHEET PILING
NEW CONTAINMENT DIKE
W A
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T U R
N
A R
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:3
1:
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1:
:3
OF SLOPE
APROX. TOE
OF SLOPE
APROX. TOE
OF SLOPE
APROX. TOE
OF SLOPE
APROX. TOE
EXISITNG DIKE C/L
RAMP TO NEW DIKE
TIE EXISTING VEHICLE
EXISTING VEHICLE RAMP
W912HY21B0001
SOLICITATION NO.:
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
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Galveston District
R O
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R T C T
H O
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V
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M
IT
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ID
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C C
R O of Engineers U.S. Army Corps
M A
N
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M o d e l
N a m e
C -1
B y
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X M
A N
-0
-1
:1
:4
P
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T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
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DIKE ONLY, FOR CLARITY.
THE +28.0' ELEV. OPTION 11
NOTE: NEW DIKE SHOWN IS
A .0
A .0
NAVD88 EL.=3.93
Y=17,186,711.770
X=1,342,542.470
PID NO. AC8423
(Aquarium) TCOON
90008 D=877 5296 D TIDAL
1-5" CABLE @ -90.00'
TIME-WARNER CABLE
1- 12" CABLE CONDUIT @-98.83' (MLLW)
SOUTHWESTERN BELL TELLEPHONE CO.
PERMIT NO. 14114/29
STA. 112+948
C .S P
A -2
0C
.S . P
A -2
C .S . P
A -2
C .S . P
A -2
C.
S.
P
A-
+0
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C.S. PA-2 70+00
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C.S. PA-2 72+00
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C
.S. PA-2 74+00
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C.S. PA-2 76+00
C .S . P
A -2
C .S . P
A -2
C .S . P
A -2
C.S. PA-2 78+00
C .S . P
A -2
C.S. PA-2 80+00
C.S. PA-2 18+00
C.S. PA-2 82+00
C.S. PA-2 16+00
C.S. PA-2 84+00
C.S. PA-2 14+00 C.S. PA-2 86+00
C.S. PA-2 88+00
C.S. PA-2 12+00
C.S. PA-2 90+00
C.S. PA-2 10+00
C.S. PA-2 92+00
C.S. PA-2 8+00
C.S. PA-2 94+00
C.S. PA-2 6+00
C.S. PA-2 96+00
C .S P
A -1
C.S. PA-2 4+00
C .S . P
A -1
C .S P
A -1
C .S P
A -1
C .S . P
A -1
C.S. PA-2 98+00
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C.S. PA-2 100+00
C .S P
A -1
C.
S.
T
RNG
+6
0C.S. PA-1 36+00
C.S. PA-2 2+00
C.S. PA-1 36+75.68
C .S P
A -1
C.S. PA-2 0+33.41
C.S. PA-1 34+30
C.S. PA-2 0+00 C
.S P
A -1
C .S P
A -1
C.S. PA-2 102+00
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C.
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T
RNG
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C.S. PA-1 32+00
C .S P
A -2
.3
C .S P
A -2
.9
C .S P
A -1
C.S. PA-2 104+00
C .S P
A -1
C .S P
A -1
C.
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T
RNG
+8
C.
S.
T
RNG
+9
C.
S.
T
RNG
+1
C.S. PA-1 30+00 C
.S P
A -1
C .S P
A -1
C .S P
A -1
C.
S.
T
RNG
+0 0 C
.S P
A -1
C .S P
A -1
C.S. PA-1 28+00 C
.S P
A -1
C.
S.
T
RNG
+0
C.S. PA-1 26+00
C.
S.
T
RNG
+0
0 C.S. PA-1 88+00
C.S. PA-1 24+00
C.
S.
T
RNG
+1
C.
S.
T
RNG
+9 9 C.S
. PA-1
90+
00C.S. PA-1 22+00
C.
S.
PA-
1 9 2+
C.
S.
T
RNG
+0
C.
S.
P
A-
+0
C.S. PA-1 20+00
C.
S.
T
RNG
+0
C .S . P
A-
+0
C.S. PA-1 18+00
C.
S.
T
RNG
+0
C.S
. PA-1
98+
C.S. PA-1 16+00
C.
S.
T
RNG
+0
C.S. PA-1 14+00
C.
S.
T
RNG
+0
C.S. PA-1 100+00
C.
S.
T
RNG
+0
C.S. PA-1 12+00
C.S. PA-1 102+00
C.
S.
T
RNG
+0
C.S. PA-1 10+00
C.S. PA-1 104+00
C.
S.
T
RNG
+0
C.S. PA-1 8+00
C.S. PA-1 106+00
C.
S.
T
RNG
8+
C.S. PA-1 6+00
C.S. PA-1 108+00
C.
S.
T
RNG
6+
C.S. PA-1 4+00
C.S. PA-1 110+00
C.
S.
T
RNG
4+
C.S. PA-1 2+00
C.S. PA-1 112+00
C.S. PA-1 114+00
C.
S.
T
RNG
0+
C.
S.
T
RNG
2+
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S . P
A -1 +0
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
.7
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C .S P
A -1
C.
S.
T
RNG
+2
W912HY21B0001
SOLICITATION NO.:
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
IO
N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
-0
-1
:1
:5
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
C3-103
A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
SCALE IN FEET
PLAN
500 1,000 1,500
(RINCON)
PLACEMENT AREA NO. 2
PLACEMENT AREA NO. 1
,3
,0
X
,3
,5
X
,3
,0
X = 1 ,3
,5
X
17,195,000Y=
17,192,500Y=
17,190,000Y=
17,187,500Y=
,3
,5
X
,3
,0
X
,3
,5
X
,3
,0
X
17,187,500Y=
17,190,000Y=
17,192,500Y=
17,195,000Y=
BAY
NUECES
BAY
CHRIS
TICORPUS
R
IN
C O
N C
H A
N N
E L
P O
C C R
IN
C O
N C
H A
N N
E L
AREA NO. 1
PLACEMENT
P L
A C
E M
E N
T A
R E
A N
O -2
C R
O S
S S
E C
T
IO
N L
A Y
O U
T
P L
A N
COMMON DIKE
PA 1 AND 2
DIKE
TRAINING
PA-1 AND PA-2
CONNECTING
DIKE BREACH
DIKE PA-1
CONTAINMENT
DIKE PA-2
CONTAINMENT
BE DEMOLISHED
STRUCTURE TO
SOUTH WEIR
DEMOLISHED
STRUCTURE TO BE
NORTH WEIR
SCALE IN FEET
0 10 20 30
PLAN
SCALE IN FEET
0 10 20 30
PLAN
PLACEMENT AREA NO. 1 PLACEMENT AREA NO. 1
PA-1 NORTH WEIR STRUCTURE PA-1 SOUTH WEIR STRUCTURE
TO BE DEMOLISHED
STRUCTURE
WEIR
TO BE DEMOLISHED
STRUCTURE
WEIR
DEMOLISHED
TO BE
WINGWALL
STRUCTURE
WEIR
DEMOLISHED
WINGWALLTO BE
STRUCTURE
WEIR
DEMOLISHED
WALKWAYTO BE
STRUCTURE
WEIR
DEMOLISHED
WALKWAYTO BE
STRUCTURE
WEIR
TOE OF SLOPE
APPROX. DIKE
TOE OF SLOPE
APPROX. DIKE
DEMOLISHED
TO BE
WINGWALL
STRUCTURE
WEIR
DEMOLISHED
WINGWALLTO BE
STRUCTURE
WEIR
TOE OF SLOPE
APPROX. DIKE
TOE OF SLOPE
APPROX. DIKE
V :3
H
1V:3H
V :3
H
1V:3H
V :3
H
V :3
H
V :3
H
V :3
H
1V:3H
1V:3H
V :3
H
V :3
H
30'
30'
W E
IR
S
T R
U C
T U
R E D
E M
O L
IT
IO
N
P L
A C
E M
E N
T A
R E
A N
O
P L
A N
W912HY21B0001
SOLICITATION NO.:
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
IO
N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
-0
-1
:1
:0
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
C3-104
A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
GRADED TO DRAIN.
DEMOLISHED. OPENING TO BE 30' MINIMUM,
NOTE: BOTH WIER STRUCTURES TO BE
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
IO
N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:0
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
C3-301
A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 6+00 PA-1 14+00
PA-1 4+00 PA-1 12+00
PA-1 2+00 PA-1 10+00
PA-1 8+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
PA-1 0+00 = 173+03.6
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
PA-1 ACCESS DIKE
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
PA-1 ACCESS DIKE
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
IO
N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:0
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
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C3-302
A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 22+00 PA-1 30+00
PA-1 20+00 PA-1 28+00
PA-1 18+00 PA-1 26+00
PA-1 16+00 PA-1 24+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
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N D
A T
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Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
C3-303
A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
PA-1 36+75.68
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 44+00
PA-1 36+00 PA-1 42+00
PA-1 34+30 PA-1 40+00
PA-1 32+00 PA-1 38+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
PA-2 DIKE
PA-2 DIKE
NO TURFING BETWEEN PA-1 STA. 34+30 TO STA. 70+50,
ALONG COMMON DIKE BETWEEN PA-1 AND PA-2.
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04
PA-1 TRAINING DIKE
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
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N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
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A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 52+00 PA-1 60+00
PA-1 50+00 PA-1 58+00
PA-1 48+00 PA-1 56+00
PA-1 46+00 PA-1 54+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
IO
N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
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A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 65+86 PA-1 67+64
PA-1 65+50 PA-1 66+95
PA-1 64+00 PA-1 66+80
PA-1 62+00 PA-1 66+65
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
NOTE:
NO DIKE CONSTRUCTION BETWEEN STA. 65+86 TO STA. 67+64
DIKE BREACH TO CONNECT PA 1 AND PA 2
NOTE:
NO DIKE CONSTRUCTION BETWEEN STA. 65+86 TO STA. 67+64
DIKE BREACH TO CONNECT PA 1 AND PA 2
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
IO
N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
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A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 74+00 PA-1 82+00
PA-1 72+00 PA-1 80+00
PA-1 70+50 PA-1 78+00
PA-1 68+00 PA-1 76+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
PA 2 DIKE MERGE AT STA. 70+50
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
NO TURFING BETWEEN PA-1 STA. 34+30 TO STA. 70+50,
ALONG COMMON DIKE BETWEEN PA-1 AND PA-2.
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
G A
L V
E S
T O
N T
E X
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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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
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N O
F
D A
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ID
B
B O
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H B
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G S
C
J U
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
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Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
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F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
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N D
IV
IS
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N
A S S
H O
W N
A P
P R
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E D B
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D B
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C H
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K E
D B
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D E
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IG
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N B
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A P
P R
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A L R
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O M
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M
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H P .E
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ID
E N
T E
N G
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E E
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C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
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A N
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L I
M P
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C T
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E A
C H
C O
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H R
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T I S
H
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C
H A
N N
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E X
A S
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V A
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N I
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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N I
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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IO
N I
N U .S F
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 90+00 PA-1 98+00
PA-1 88+00 PA-1 96+00
PA-1 86+00 PA-1 94+00
PA-1 84+00 PA-1 92+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
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P R
E P
A R
E D U
N D
E R T
H E D
IR
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F
D A
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ID
B
B O
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H B
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G S
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J U
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
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Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
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F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
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IO
N
A S S
H O
W N
A P
P R
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E D B
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S U
B M
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D B
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C H
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K E
D B
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D E
S
IG
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D B
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D R
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N B
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A P
P R
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A L R
E C
O M
M E
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A L E
D A
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V
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E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
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E A
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H R
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T I S
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N N
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A S
E L E
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<-- OUTSIDE - INSIDE --->
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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N U .S F
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 106+00 PA-1 114+00
PA-1 104+00 PA-1 112+00
PA-1 102+00 PA-1 110+00
PA-1 100+00 PA-1 108+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
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E S
T O
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C O
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N E
L
U .S
A R
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C O
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D
IN
G
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H Y R
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P R
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H E D
IR
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ID
B
B O
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C
J U
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
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Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
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F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
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IO
N
A S S
H O
W N
A P
P R
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E D B
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S U
B M
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D B
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C H
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K E
D B
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D E
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N B
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A P
P R
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A L E
D A
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E W N S
M
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H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
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A N
N E
L I
M P
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R O J E
C T
U P
P E
R B
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E A
C H
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H R
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T I S
H
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A S
E L E
V A
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
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<-- OUTSIDE - INSIDE --->
E L E
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N U .S F
E E
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 122+00 PA-1 130+00
PA-1 120+00 PA-1 128+00
PA-1 118+00 PA-1 126+00
PA-1 116+00 PA-1 124+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
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N O
F
D A
V
ID
B
B O
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H B
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R
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G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
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T
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Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
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F E
N G
IN
E E
R
IN
G A
N D C
O N
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C T
IO
N D
IV
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N
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H O
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A P
P R
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E D B
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D B
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K E
D B
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D E
S
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D R
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N B
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A P
P R
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M E
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S C
A L E
D A
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E W N S
M
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H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
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A N
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E A
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H R
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A S
E L E
V A
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N U .S F
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
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N I
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
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N U .S F
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
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N I
N U .S F
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
PA-1 140+27.75
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
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N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 138+00 PA-1 146+00
PA-1 136+00 PA-1 144+00
PA-1 134+00 PA-1 142+00
PA-1 132+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
C H
IE
F
G E
O T
E C
H N
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A L S
E C
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
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C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
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B
B O
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H B
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
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Galveston District
R O
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H O
M A
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C H
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F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
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N
A S S
H O
W N
A P
P R
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E D B
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S U
B M
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T E
D B
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C H
E C
K E
D B
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D E
S
IG
N E
D B
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D R
A W
N B
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A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
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R E
V
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D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
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A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
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N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 154+00 PA-1 162+00
PA-1 152+00 PA-1 160+00
PA-1 150+00 PA-1 158+00
PA-1 148+00 PA-1 156+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
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T
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N O
F
D A
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ID
B
B O
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H B
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G S
C
J U
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
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Galveston District
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H O
M A
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C H
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F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
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S U
B M
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T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
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A N
N E
L I
M P
R O
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M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
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IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-1 170+00
PA-1 168+00
PA-1 166+00
PA-1 164+00 PA-1 172+00
S T
A P
A -1
T
O S
T A P
A -1
C O
N T
A
IN
M E
N T D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
1TYP.
TYP.
OPT. NO. 11
OPT. NO. 12
15'
12'
9'
PA-1 ACCESS DIKE
EL. +28.0' (OPT. NO. 10)
EL. +31.0' (OPT. NO. 11)
EL. +32.0' (OPT. NO. 12)
6" STRIPPING
TURFING
0+00 = 173+03.6
PA-1 CLOSURE
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
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N O
F
D A
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ID
B
B O
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H B
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G S
C
J U
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
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Galveston District
R O
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R T C T
H O
M A
S P .E
C H
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F E
N G
IN
E E
R
IN
G A
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O N
S T
R U
C T
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N D
IV
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A S S
H O
W N
A P
P R
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E D B
Y
S U
B M
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T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:2
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
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A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
TRNG 6+00 TRNG 14+00
TRNG 4+00 TRNG 12+00
TRNG 2+00 TRNG 10+00
TRNG 0+20 TRNG 8+00
S T
A T
R N
G
T
O S
T A T
R N
G
T R
A
IN
IN
G D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
TYP.
15'
TYP.
15'
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04
PA-1 CONTAINMENT DIKE
NOTE:
OPT. NO.14 TRAINING DIKE STARTS APPROX. STA. 0+22.50
OPT. NO.15 TRAINING DIKE STARTS APPROX. STA. 0+25.50
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
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N O
F
D A
V
ID
B
B O
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H B
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G S
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J U
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
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Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
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F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
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T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:2
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
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A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
TRNG 22+00
TRNG 20+00 TRNG 26+15
TRNG 18+00 TRNG 25+99
TRNG 16+00 TRNG 24+00
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)TYP.
15'
TYP.
15'
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04
LOCATION OF WEIR
STRUCTURE TO BE
DEMOLISHED
LOCATION OF WEIR
STRUCTURE TO BE
DEMOLISHED
LOCATION OF WEIR
STRUCTURE TO BE
DEMOLISHED
TO DRAIN.
GRADE 30' WIDE OPENING
WEIR STRUCTURES,
AFTER DEMOLITION OF
TO DRAIN.
GRADE 30' WIDE OPENING
WEIR STRUCTURES,
AFTER DEMOLITION OF
TO DRAIN.
GRADE 30' WIDE OPENING
WEIR STRUCTURES,
AFTER DEMOLITION OF
TRNG 26+29
S T
A T
R N
G
T
O S
T A T
R N
G
T R
A
IN
IN
G D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
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N O
F
D A
V
ID
B
B O
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H B
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G S
C
J U
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
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Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
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F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:2
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
C3-315
A N
N E
L I
M P
R O
V E
M E
N T P
R O J E
C T
U P
P E
R B
A Y R
E A
C H
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
TRNG 33+83
TRNG 32+00 TRNG 36+00
TRNG 30+00 TRNG 34+13
TRNG 28+00 TRNG 33+98
S T
A T
R N
G
T
O S
T A T
R N
G
T R
A
IN
IN
G D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
<--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
<--- LEFT - RIGHT -> <--- LEFT - RIGHT ->
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
TYP.
15'
TYP.
15'
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-04
LOCATION OF WEIR
STRUCTURE TO BE
DEMOLISHED
LOCATION OF WEIR
STRUCTURE TO BE
DEMOLISHED
LOCATION OF WEIR
STRUCTURE TO BE
DEMOLISHED
TO DRAIN.
GRADE 30' WIDE OPENING
WEIR STRUCTURES,
AFTER DEMOLITION OF
TO DRAIN.
GRADE 30' WIDE OPENING
WEIR STRUCTURES,
AFTER DEMOLITION OF
TO DRAIN.
GRADE 30' WIDE OPENING
WEIR STRUCTURES,
AFTER DEMOLITION OF
NOTE:
OPT. NO.10 TRAINING DIKE ENDS APPROX. STA. 37+59.06
OPT. NO.11 TRAINING DIKE ENDS APPROX. STA. 37+50.06
OPT. NO.12 TRAINING DIKE ENDS APPROX. STA. 37+47.06
C H
IE
F
G E
O T
E C
H N
IC
A L S
E C
G A
L V
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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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
IO
N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
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IO
N
A S S
H O
W N
A P
P R
O V
E D B
Y
S U
B M
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T E
D B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:2
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
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L I
M P
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M E
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P E
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E A
C H
C O
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U S C
H R
IS
T I S
H
IP
C
H A
N N
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E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+10.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+20.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+30.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+40.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+50.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+60.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+70.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+80.00
<-- OUTSIDE - INSIDE --->
S T
A
A C
C
.0
T
O S
T A
A C
C
.0
A
C C
E S
S D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
NOTE:
ALL ACCESS DIKE OPTIONS SLOPE DOWN 2' FROM CONTAINMENT DIKE AT 1:5 SLOPE TO THE DESIGN ELEVATION, 10' LONG SLOPE.
PA-1 CONTAINMENT DIKE
PA-1 CONTAINMENT DIKE
PA-1 CONTAINMENT DIKE
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
TYP.
15'
TYP.
15'
NOTE:
OPT 10 ACCESS DIKE STARTS APPROX. STA. 0+07.50
OPT 11 ACCESS DIKE STARTS APPROX. STA. 0+16.50
OPT 12 ACCESS DIKE STARTS APPROX. STA. 0+19.50
C H
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H N
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G A
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T O
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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
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
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
D A
V
ID
B
B O
O T
H B
Y P .E
R
IT
G S
C
J U
N E
NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
V
D E
S C
R
IP
T
IO
N D
A T
E B
Y
Galveston District
R O
B E
R T C T
H O
M A
S P .E
C H
IE
F E
N G
IN
E E
R
IN
G A
N D C
O N
S T
R U
C T
IO
N D
IV
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N
A S S
H O
W N
A P
P R
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E D B
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S U
B M
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T E
D B
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C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D
S C
A L E
D A
T E
R E
V
A N
D R
E W N S
M
IT
H P .E
R E
S
ID
E N
T E
N G
IN
E E
R
C C
R O of Engineers U.S. Army Corps
M A
N
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
-0
-1
:1
:2
P
M D a te
T im e
W
C A
D D P ro je c ts N
U E
C E S -3
C
C S C C
IP
U p p e r
B a y P L A
N S -S N
U E
C E S -8
-3
P
A -1 -2
P L A
N S T x S -8
.d g n
C3-317
A N
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L I
M P
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V E
M E
N T P
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C T
U P
P E
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A Y R
E A
C H
C O
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U S C
H R
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T I S
H
IP
C
H A
N N
E L T
E X
A S
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 0+90.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 1+00.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 1+10.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 1+20.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 1+30.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 1+40.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 1+50.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
ACC 1+60.00
<-- OUTSIDE - INSIDE --->
S T
A
A C
C
.0
T
O S
T A
A C
C
.0
A
C C
E S
S D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
N S
20'
15'
30'
30'
PA-1 CONTAINMENT DIKE
PA-1 CONTAINMENT DIKE
PA-1 CONTAINMENT DIKE
PA-1 CONTAINMENT DIKE
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
6" STRIPPING
EL. +30.0' (OPT. NO. 12)
EL. +29.0' (OPT. NO. 11)
EL. +26.0' (OPT. NO. 10)
TYP.
TYP.
TYP.
TYP.
NOTE:
OPT 10 ACCESS DIKE END SLOPE BEGINS APPROX. STA. 1+40
OPT 11 ACCESS DIKE END SLOPE BEGINS APPROX. STA. 1+31
OPT 12 ACCESS DIKE END SLOPE BEGINS…
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