W912HY21B0001_Plans_VOL-IV.PDF
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- Solicitation number
- W912HY21B0001
About this file
This document provides details on a federal contract solicitation for pipeline dredging work. 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 opportunity involves pipeline dredging to improve the channel in the specified area of the Corpus Christi Ship Channel in Texas. No other salient details regarding products, services, pricing or awards are provided in this document.
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W912HY21B0001
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M A
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B a y P L A
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C5-103
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H
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H A
N N
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A S
SCALE IN FEET
0 200 400 600
PLAN
17,190,000Y=
17,191,000Y=
17,192,000Y=
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17,192,000Y=
17,191,000Y=
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B
B O
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H B
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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
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F E
N G
IN
E E
R
IN
G A
N D C
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S T
R U
C T
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N D
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N
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A P
P R
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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
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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
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
:2
:4
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 -3
B P L A
N S T x S -8
.d g n
C5-301
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
TURFING
6" STRIPPING
20' EL. +26.0'
TURFING
6" STRIPPING
20' EL. +26.0'
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 --->
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-3B 8+00 PA-3B 18+00
PA-3B 6+00 PA-3B 16+00
PA-3B 4+00 PA-3B 14+00
PA-3B 2+00 PA-3B 12+00
PA-3B 10+00PA-3B 0+00 = 122+74.97
S T
A P
A -3
B
T
O S
T A P
A -3
B
C O
N T
A
IN
M E
N T D
IK
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L A
C E
M E
N T A
R E
A N
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F E
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IN
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R S
U .S
A R
M Y E
N G
IN
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R D
IS
T R
IC
T
G A
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T O
N
C O
L O
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L
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A R
M Y
C O
M M
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D
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G
T
IM
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H Y R
V A
IL
P R
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A R
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N D
E R T
H E D
IR
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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
:2
:4
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 -3
B P L A
N S T x S -8
.d g n
C5-302
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
20'TURFING
6" STRIPPING
EL. +26.0'
20'
TURFING
6" STRIPPING
EL. +26.0'
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 --->
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-3B 28+00 PA-3B 38+00
PA-3B 26+00 PA-3B 36+00
PA-3B 24+00 PA-3B 34+00
PA-3B 21+50 PA-3B 32+00
PA-3B 20+00 PA-3B 30+00
S T
A P
A -3
B
T
O S
T A P
A -3
B
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
B C
R O
S S S
E C
T
IO
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
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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
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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
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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
:2
:4
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 -3
B P L A
N S T x S -8
.d g n
C5-303
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
20'
TURFING
6" STRIPPING
EL. +26.0'
20'
TURFING
6" STRIPPING
EL. +26.0'
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 --->
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-3B 48+00 PA-3B 58+00
PA-3B 46+00 PA-3B 56+00
PA-3B 44+00 PA-3B 54+00
PA-3B 42+00 PA-3B 52+00
PA-3B 40+00 PA-3B 50+00
S T
A P
A -3
B
T
O S
T A P
A -3
B
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
B C
R O
S S S
E C
T
IO
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
:2
:4
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 -3
B P L A
N S T x S -8
.d g n
C5-304
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
20'
TURFING
6" STRIPPING
EL. +26.0'
20'
TURFING
6" STRIPPING
EL. +26.0'
(SKEW)
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 --->
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-3B 68+00 PA-3B 78+00
PA-3B 66+00 PA-3B 76+00
PA-3B 64+00 PA-3B 74+00
PA-3B 62+00 PA-3B 72+00
PA-3B 60+00 PA-3B 70+00
S T
A P
A -3
B
T
O S
T A P
A -3
B
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
B C
R O
S S S
E C
T
IO
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
:2
:4
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 -3
B P L A
N S T x S -8
.d g n
C5-305
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
20'TURFING
6" STRIPPING
EL. +26.0'
20'TURFING
6" STRIPPING
EL. +26.0'
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 --->
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-3B 88+00 PA-3B 97+00
PA-3B 86+00 PA-3B 96+00
PA-3B 84+00 PA-3B 94+00
PA-3B 82+00 PA-3B 92+00
PA-3B 80+00 PA-3B 90+00
S T
A P
A -3
B
T
O S
T A P
A -3
B
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
B C
R O
S S S
E C
T
IO
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
:2
:4
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 -3
B P L A
N S T x S -8
.d g n
C5-306
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
20'TURFING
6" STRIPPING
EL. +26.0'
(SKEW)
20'
TURFING
6" STRIPPING
EL. +26.0'
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 --->
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-3B 108+00 PA-3B 118+00
PA-3B 106+00 PA-3B 116+00
PA-3B 104+00 PA-3B 114+00
PA-3B 102+00 PA-3B 112+00
PA-3B 100+00 PA-3B 110+00
S T
A P
A -3
B
T
O S
T A P
A -3
B
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
B C
R O
S S S
E C
T
IO
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
:2
:4
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 -3
B P L A
N S T x S -8
.d g n
C5-307
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
20'
TURFING 5
6" STRIPPING
EL. +26.0'
20'
TURFING 5
6" STRIPPING
EL. +26.0'
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-3B 122+00
PA-3B 120+00
S T
A P
A -3
B
T
O S
T A P
A -3
B
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
B C
R O
S S S
E C
T
IO
N S
0+00 = 122+74.97
PA-3B DIKE 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
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
:2
: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 -3
B P L A
N S T x S -8
.d g n
C5-308
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
6" STRIPPING
20' EL. +24.0'
6" STRIPPING
20' EL. +24.0'
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
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T 0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
<-- OUTSIDE - INSIDE --->
DIKE
CONTAINMENT
TRNG 8+00
TRNG 6+00
TRNG 4+00 TRNG 13+50
TRNG 2+00 TRNG 12+00
TRNG 0+00 TRNG 10+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
B C
R O
S S S
E C
T
IO
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
:2
: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 -3
B P L A
N S T x S -8
.d g n
C5-309
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
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
6" STRIPPING
20' EL. +24.0'
6" STRIPPING
30' EL. +24.0'
STRUCTURE
TO DROP-OUTLET
EL. SLOPES DOWN 1:3
30' EL. +24.0'
DIKE SLOPE
CONTAINMENT
DIKE SLOPE
CONTAINMENT
DIKE SLOPE
CONTAINMENT
DIKE SLOPE
CONTAINMENT
DIKE SLOPE
CONTAINMENT
DIKE SLOPE
CONTAINMENT
DIKE SLOPE
CONTAINMENT
DIKE SLOPE
CONTAINMENT
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
ACC 0+60
ACC 0+50 ACC 1+00
ACC 0+40 ACC 0+90
ACC 0+30 ACC 0+80
ACC 0+20 ACC 0+70
S T
A
A C
C
T
O S
T A
A C
C
A C
C E
S S D
IK
E P
L A
C E
M E
N T A
R E
A N
O
B C
R O
S S S
E C
T
IO
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
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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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N D
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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
:2
: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 -3
B P L A
N S T x S -8
.d g n
C5-310
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
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H
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N N
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E X
A S
EL. 6.0'
PA-3B CONTAINMENT DIKE
TURFING
6" STRIPPING
1 3
EL. +26.0'
EXISTING RCP
PIPES, CONNECTED TO
3-36" x 126.5' DISCHARGE
20'
(SKEW)
EL. 24.0'
PA-3B ACCESS DIKE
PA-3B TRAINING DIKE
CONCRETE PIPE SLEEVE
CAST-IN-PLACE REINFORCED
REINFORCED CONCRETE PIPES
EXISTING 36" DIAMETER
100.5'
NEW ACCESS DIKE ELEVATION
RAISE WALKWAY TO ACCOMODATE
EL. 26' NEW GRATING
EL. 24.0' EXISTING GRATING
EL. 29.5' TOP NEW HANDRAIL
EL. 27.5' TOP EXISTING HANDRAIL
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200 220 240-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
PA-3B 0+00 = 122+74.97
A T S
T A P
A -3
B
.9
A C
C E
S S D
IK
E A
N D S
T R
U C
T U
R E
P L
A C
E M
E N
T A
R E
A N
O
B
P L
A N A
N D P
R O
F
IL
E
SCALE IN FEET
PLAN
20 40 60
WALKWAY
STRUCTURE
DROP-OUTLET
PA NO. 3B
STRUCTURE
DROP-OUTLET
PA NO. 3B
ACCESS DIKE
STRUCTURE
DROP-OUTLET
CONTAINMENT DIKE
OF NEW DIKE
APPROX. TOE
OF NEW DIKE
APPROX. TOE
OF NEW DIKE
APPROX. TOE
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 -5
B y
M
O D
X M
A N
-0
-1
:2
: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 -3
B P L A
N S T x S -8
.d g n
C5-501
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
P L
A C
E M
E N
T A
R E
A N
O
B
T Y
P
IC
A L S
E C
T
IO
N S
(SKEW)
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
<-- 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 --->
20'
100.5'
20'
20'
UNCOMPACTED FILL
PA-3B ACCESS DIKE EL. 24.0'
EL. 6.0'
TURFING
6" STRIPPING
EL. +26.0'
6" STRIPPING
EL. +24.0'
TURFING
6" STRIPPING
EL. +26.0'
EXISTING RCP
3-36" x 126.5' DISCHARGE PIPES, CONNECTED TO
CAST-IN-PLACE REINFORCED CONCRETE PIPE SLEEVE
EXISTING 36" DIAMETER REINFORCED CONCRETE PIPES
SEMI-COMPACTED FILL
PA-3B CONTAINMENT DIKE
SEMI-COMPACTED FILL
PA-3B CONTAINMENT DIKE
UNCOMPACTED FILL
PA-3B TRAINING DIKE
NEW ACCESS DIKE ELEVATION
RAISE WALKWAY TO ACCOMODATE
(1"=10' VERT, 1"=20' HORIZ.)
TRAINING DIKE (TRNG STA.2+00)
(1"=10' VERT, 1"=10' HORIZ.)
PA-3A CONTAINMENT DIKE (PA-3B 20+00)
EL. 29.5' TOP NEW HANDRAIL
EL. 26' NEW GRATING
EL. 27.5' TOP EXIT. HANDRAIL
EL. 24.0' EXIST GRATING
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 --->
(1"=10' VERT, 1"=10' HORIZ.)
PA-3A CONTAINMENT DIKE AT ACCESS DIKE (PA-3B 0+00 = 122+74.97)
.S .8
C .S
C .S
C .S
BLUDWORTH
USCG RANGE
B
B
IH-PA3A-B-1
IH-PA3A-B-10
IH-PA3A-B-11
IH-PA3A-B-12
IH-PA3A-B-9
IH-PA3B-B-1
IH-PA3B-B-10
IH-PA3B-B-11
IH-PA3B-B-12
IH-PA3B-B-13
IH-PA3B-B-14
IH-PA3B-B-15
IH-PA3B-B-16
IH-PA3B-B-17
IH-PA3B-B-2
IH-PA3B-B-3
IH-PA3B-B-4
IH-PA3B-B-5
IH-PA3B-B-6
IH-PA3B-B-7
IH-PA3B-B-8
IH-PA3B-B-9
IH-PA3A-CPT-1
IH-PA3A-CPT-23
IH-PA3A-CPT-24
IH-PA3A-CPT-25
IH-PA3B-CPT-1
IH-PA3B-CPT-10
IH-PA3B-CPT-11
IH-PA3B-CPT-12
IH-PA3B-CPT-13
IH-PA3B-CPT-14
IH-PA3B-CPT-15
IH-PA3B-CPT-16
IH-PA3B-CPT-17
IH-PA3B-CPT-18
IH-PA3B-CPT-19
IH-PA3B-CPT-2
IH-PA3B-CPT-3
IH-PA3B-CPT-4
IH-PA3B-CPT-5
IH-PA3B-CPT-6
IH-PA3B-CPT-7
IH-PA3B-CPT-8
IH-PA3B-CPT-9
NUECES
BAY
NUECES
BAY
PLACEMENT AREA NO. 3B
AREA NO. 3A
PLACEMENT
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
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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
B -1
B y
M
O D
X M
A N
-0
-1
:2
: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 -3
B P L A
N S T x S -8
.d g n
B5-101
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
0 200 400 600
PLAN
17,190,000Y=
17,191,000Y=
17,192,000Y=
17,193,000Y= 17,193,000Y=
17,192,000Y=
17,191,000Y=
17,190,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
BASI
N
TURNI
NG
CHEMI
CAL
P L
A C
E M
E N
T A
R E
A N
O
B P
L A
| W912HY21B0001-PLANS_VOL-IV |
| CORPUS CHRISTI 54 FOOT PROJECT |
| PLACEMENT AREA NO. 3B |
| GENERAL |
| G5-001 COVER SHEET VOLUME IV - PLACEMENT AREA NO. 3B |
| CIVIL |
| C5-001 LOCATION PLAN PLACEMENT AREA NO. 3B |
| C5-101 PLAN PLACEMENT AREA NO. 3B |
| C5-102 PLAN PLACEMENT AREA NO. 3B DROP-OUTLET STRUCTURE ACCESS DIKE |
| C5-103 PLAN CROSS SECTION LOCATIONS PLACEMENT AREA NO. 3B |
| C5-301 CROSS SECTIONS PLACEMENT AREA NO. 3B CONTAINMENT DIKE STA. PA-3B 0+00 TO STA. PA-3B 18+00 |
| C5-302 CROSS SECTIONS PLACEMENT AREA NO. 3B CONTAINMENT DIKE STA. PA-3B 20+00 TO STA. PA-3B 38+00 |
| C5-303 CROSS SECTIONS PLACEMENT AREA NO. 3B CONTAINMENT DIKE STA. PA-3B 40+00 TO STA. PA-3B 58+00 |
| C5-304 CROSS SECTIONS PLACEMENT AREA NO. 3B CONTAINMENT DIKE STA. PA-3B 60+00 TO STA. PA-3B 78+00 |
| C5-305 CROSS SECTIONS PLACEMENT AREA NO. 3B CONTAINMENT DIKE STA. PA-3B 80+00 TO STA. PA-3B 97+00 |
| C5-306 CROSS SECTIONS PLACEMENT AREA NO. 3B CONTAINMENT DIKE STA. PA-3B 100+00 TO STA. PA-3B 118+00 |
| C5-307 CROSS SECTIONS PLACEMENT AREA NO. 3B CONTAINMENT DIKE STA. PA-3B 120+00 TO STA. PA-3B 122+00 |
| C5-308 CROSS SECTIONS PLACEMENT AREA NO. 3B TRAINING DIKE STA. TRNG 0+00 TO STA. TRNG 13+50 |
| C5-309 CROSS SECTIONS PLACEMENT AREA NO. 3B ACCESS DIKE STA. ACC 0+20 TO STA. ACC 1+00 |
| C5-310 PLAN AND PROFILE PLACEMENT AREA NO. 3B ACCESS DIKE AND STRUCTURE AT STA. PA-3B 0+00 = 122+74.97 |
| C5-501 TYPICAL DIKE SECTIONS PLACEMENT AREA NO. 3B |
| GEOTECHNICAL |
| B5-101 SOIL BORING LOCATION PLAN PLACEMENT AREA NO. 3B |
File details come from the government source that posted it. Updated .