W912HY21B0001_Plans_VOL-III.PDF
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- Solicitation number
- W912HY21B0001
About this file
This document provides details for a federal contract solicitation for pipeline dredging services. The U.S. Army Corps of Engineers Engineering District Galveston is seeking bids for the Corpus Christi Ship Channel, Texas, Channel Improvement Project, Upper Bay Reach in Nueces County, Texas. Bids for this requirement are due by July 20, 2021 at 2:00 P.M. The solicitation, number W912HY21B0001, involves pipeline dredging and is further described in the attached Plans, Volume III document. Interested parties should review all provided documents for full details on response requirements and project specifications.
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W912HY21B0001
SOLICITATION NO.:
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CONTRACT NO.:
ISSUE DATE:
Galveston District
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SWG FILE NO.:
JUNE 2021
SOLICITATION NO.:
NUECES 803-360
CORPUS CHRISTI SHIP CHANNEL, TEXAS
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VOLUME III - PLACEMENT AREA NO. 3A
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SIGNATURES SHOWN
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W912HY21B0001
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SOLICITATION NO.:
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C.S. ACC 1+30
C.S. ACC 1+20
C.S. ACC 1+00
C.S. ACC 0+80
C.S. ACC 0+55
W912HY21B0001
SOLICITATION NO.:
C H
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H N
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A L S
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G A
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IN PLACEMENT AREA
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NEW CONTAINMENT DIKE NEW CONTAINMENT DIKE
NEW CONTAINMENT DIKE
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C.S . P
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C.S. PA-3A 128+00
C.S. PA-3A 130+00
C.S. PA-3A 132+00
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. TRNG 1
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C .S . T
R N
G
C .S . T
R N
G
C .S . T
R N
G
C.
S.
TRNG
2+
C.
S.
TRNG
3+
00C.
S.
TRNG
4+
00C.
S.
TRNG
5+
C.S . T
RNG 2
+0
NUECES
B
AY
NUECES
B
AY
TO 47+50
APPROX. STA. 33+50
CONSTRUCTION
NO DIKE
W912HY21B0001
SOLICITATION NO.:
C H
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F
G E
O T
E C
H N
IC
A L S
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G A
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T O
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NUECES 803-360SWG FILE NO.
DRAWING NO.:
R E
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S C
R
IP
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IO
N D
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Y
Galveston District
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B E
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C C
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M A
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C A
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SCALE IN FEET
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Y=
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Y=
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Y=
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Y=
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Y=
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2,0
Y=
,19
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Y=
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Y=
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Y=
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C4-102
PLACEMENT AREA NO. 3A
DIKE
TRAINING
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SPUR
DIKE
ACCESS
DIKE
CONTAINMENT
DIKE
CONTAINMENT
C H
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F
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G A
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T O
N T
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A S
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F E
N G
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R S
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A R
M Y E
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IN
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R D
IS
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IC
T
G A
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ID
B
B O
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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
O N
S T
R U
C T
IO
N D
IV
IS
IO
N
A S S
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W N
A P
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E D B
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D B
Y
C H
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K E
D B
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D E
S
IG
N E
D B
Y
D R
A W
N B
Y
A P
P R
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A L R
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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 -3
A P L A
N S T x S -8
.d g n
C4-301
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
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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 --->
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-3A 8+00 PA-3A 18+00
PA-3A 6+00 PA-3A 16+00
PA-3A 4+00 PA-3A 14+00
PA-3A 2+00 PA-3A 12+00
PA-3A 0+00 = 172+65.93 PA-3A 10+00
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
20'
20'
ACCESS DIKE SLOPE
TRAINING DIKE
TRAINING DIKE
TRAINING DIKE
TURFING
6" STRIPPING
EL. +19.0'
TURFING
6" STRIPPING
EL. +19.0'
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
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L
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A R
M Y
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D
IN
G
T
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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
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
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H O
W N
A P
P R
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D B
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C H
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K E
D B
Y
D E
S
IG
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D B
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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
:3
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
A P L A
N S T x S -8
.d g n
C4-302
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
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
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-3A 28+00 PA-3A 38+00
PA-3A 26+00 PA-3A 36+00
PA-3A 24+00 PA-3A 34+00
PA-3A 22+00 PA-3A 32+00
PA-3A 20+00 PA-3A 30+00
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
<-- PA 3B - PA 3A -->
<-- PA 3B - PA 3A -->
<-- PA 3B - PA 3A -->
20'
20'
TURFING
6" STRIPPING
EL. +19.0'
TURFING
6" STRIPPING
EL. +19.0'
NOTE: NO DIKE CONSTRUCTION WHERE
DIKE IS LOWER THAN EXISTING GROUND,
BEGINS APPROX. STA. 33+50, PA 3A AND 3B
COMMON 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
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
:3
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
A P L A
N S T x S -8
.d g n
C4-303
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
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
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
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
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-3A 48+00 PA-3A 58+00
PA-3A 46+00 PA-3A 56+00
PA-3A 44+00 PA-3A 54+00
PA-3A 42+00 PA-3A 52+00
PA-3A 40+00 PA-3A 50+00
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
<-- PA 3B - PA 3A -->
<-- PA 3B - PA 3A -->
<-- PA 3B - PA 3A -->
<-- PA 3B - PA 3A -->
20'
20'
TURFING
6" STRIPPING
EL. +19.0' TURFING
6" STRIPPING
EL. +19.0'
NOTE: NO DIKE CONSTRUCTION WHERE
DIKE IS LOWER THAN EXISTING GROUND,
ENDS APPROX. STA. 47+50, PA 3A AND 3B
COMMON 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
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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
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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
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
:3
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
A P L A
N S T x S -8
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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
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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
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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
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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-3A 68+00 PA-3A 78+00
PA-3A 66+00 PA-3A 76+00
PA-3A 64+00 PA-3A 74+00
PA-3A 62+00 PA-3A 72+00
PA-3A 60+00 PA-3A 70+00
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
20'
20'
TURFING
6" STRIPPING
EL. +19.0'
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
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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
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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
V
ID
B
B O
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H B
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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
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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
:1
:3
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
A 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
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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
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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
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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 --->
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-3A 88+00 PA-3A 98+00
PA-3A 86+00 PA-3A 96+00
PA-3A 84+00 PA-3A 94+00
PA-3A 82+00 PA-3A 92+00
PA-3A 80+00 PA-3A 90+00
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
20'
20'
TURFING
6" STRIPPING
EL. +19.0'
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
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T
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N D
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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
:3
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
A 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 --->
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-3A 108+00 PA-3A 118+00
PA-3A 106+00 PA-3A 116+00
PA-3A 104+00 PA-3A 114+00
PA-3A 102+00 PA-3A 112+00
PA-3A 100+00 PA-3A 110+00
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
20'
20'
TURFING
6" STRIPPING
EL. +19.0'
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
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
:3
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
A 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 --->
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-3A 128+00 PA-3A 138+00
PA-3A 126+00 PA-3A 136+00
PA-3A 124+00 PA-3A 134+00
PA-3A 122+00 PA-3A 132+00
PA-3A 120+00 PA-3A 130+00
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
20'
20'
TURFING
6" STRIPPING
EL. +19.0'
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
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
:3
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
A P L A
N S T x S -8
.d g n
C4-308
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
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-3A 148+00 PA-3A 158+00
PA-3A 146+00 PA-3A 156+00
PA-3A 144+00 PA-3A 154+00
PA-3A 142+00 PA-3A 152+00
PA-3A 140+00 PA-3A 150+00
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
20'
20'
TURFING
6" STRIPPING
EL. +19.0'
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
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
:3
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
A P L A
N S T x S -8
.d g n
C4-309
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
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-3A 168+00
PA-3A 166+00
PA-3A 164+00
PA-3A 162+00 PA-3A 172+00
PA-3A 160+00 PA-3A 170+00
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
S T
A P
A -3
A
T
O S
T A P
A -3
A
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
A C
R O
S S S
E C
T
IO
N S
20'
20'
TURFING
6" STRIPPING
EL. +19.0'
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
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
: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
A P L A
N S T x S -8
.d g n
C4-310
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
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 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
TRNG 2+50
TRNG 2+00
TRNG 1+50
TRNG 1+00
TRNG 0+20
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
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 S
P L
A C
E M
E N
T A
R E
A N
O
A C
R O
S S S
E C
T
IO
N S
20'
20'
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
6" STRIPPING
EL. +17.0'
6" STRIPPING
EL. +17.0'
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
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
: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
A P L A
N S T x S -8
.d g n
C4-311
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 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
TRNG 7+00
TRNG 6+00
TRNG 5+00
TRNG 4+00
TRNG 3+00
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
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 S
P L
A C
E M
E N
T A
R E
A N
O
A C
R O
S S S
E C
T
IO
N S
20'
20'
CONTAINMENT DIKE
CONTAINMENT DIKE
6" STRIPPING
EL. +17.0'
6" STRIPPING
EL. +17.0'
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
: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
A P L A
N S T x S -8
.d g n
C4-312
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 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
<-- OUTSIDE - INSIDE --->
TRNG 10+37
TRNG 10+06.28
TRNG 9+01.28
TRNG 8+10.43
TRNG 7+84.70
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
S T
A T
R N
G
.7
T
O S
T A T
R N
G
T R
A
IN
IN
G D
IK
E S
P L
A C
E M
E N
T A
R E
A N
O
A C
R O
S S S
E C
T
IO
N S
20'
20'
20'
20'
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
6" STRIPPING
EL. +17.0'
6" STRIPPING
EL. +17.0'
6" STRIPPING
EL. +17.0'
6" STRIPPING
EL. +17.0'
TRAINING DIKE
TRAINING DIKE
SPUR DIKE
SPUR 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
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
: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
A P L A
N S T x S -8
.d g n
C4-313
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
<-- 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 --->
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 --->
ACC 1+20 ACC 1+90
ACC 1+00 ACC 1+80
ACC 0+80 ACC 1+60
ACC 0+60 ACC 1+40
ACC 0+55 ACC 1+30
TYPICAL SECTIONS DRAWING FOR DETAILED DIMENSIONS. 3. SURVEY DATE: 2020-03-06
NOTES: 1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 2. SEE
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
A C
R O
S S S
E C
T
IO
N S
20'
30'
20'
30'
6" STRIPPING
EL. +17.0'
6" STRIPPING
6" STRIPPING
EL. +17.0'
6" STRIPPING
EL. +17.0'
END EL. +17.0'
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
CONTAINMENT DIKE
ACCESS DIKE
SLOPE DOWN TO DROP-OUTLET STRUCTURE
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-3A 0+00 = 172+65.93
A T S
T A P
A -3
A
.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
A
P L
A N A
N D P
R O
F
IL
E
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
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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
: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
A P L A
N S T x S -8
.d g n
C4-314
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
EL. 6.0'
6" STRIPPING
TURFING
20'
(SKEW)
EL. +19.0'
PA-3A CONTAINMENT DIKE
EL. 17.0'
PA-3A ACCESS DIKE
152.8'
CONCRETE PIPE SLEEVE
CAST-IN-PLACE REINFORCED
PIPES, TIE TO EXISTING RCP
3-36" x 177.5' DISCHARGE
REINFORCED CONCRETE PIPES
EXISTING 36" DIAMETER
NEW ACCESS DIKE ELEVATION
RAISE WALKWAY TO ACCOMODATE
EL. 17.0' EXISTING GRATING
EL. 19.0' NEW GRATING
EL. 20.5' TOP EXISTING HANDRAIL
EL. 22.5' TOP NEW HANDRAIL
SCALE IN FEET
PLAN
20 40 60
WALKWAY
STRUCTURE
DROP-OUTLET
PA NO. 3A
STRUCTURE
DROP-OUTLET
PA NO. 3A
OF DIKE
APPROX. TOE
ACCESS DIKE
STRUCTURE
DROP-OUTLET
CONTAINMENT DIKE OF DIKE
APPROX. TOE
OF DIKE
APPROX. TOE
PLACEMENT AREA
STRUCTURE IN
ABANDONED
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80
<-- OUTSIDE - INSIDE --->
(1"=10' VERT, 1"=10' HORIZ.)
PA-3A CONTAINMENT DIKE AT ACCESS DIKE (PA-3A STA. 0+00 = 172+65.93)
CONTAINMENT DIKE TYPICAL SECTION...
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 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
:1
: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
A P L A
N S T x S -8
.d g n
C4-501
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
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80
E L E
V A
T
IO
N I
N U .S F
E E
T
-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360
T Y
P
IC
A L S
E C
T
IO
N S S
H O
W N B
E L
O W
M A
T C
H L
IN
E T
O T
R A
IN
IN
G D
IK
E S
P L
A C
E M
E N
T A
R E
A N
O
A
T Y
P
IC
A L S
E C
T
IO
N S
TRAINING DIKESPUR DIKE
M A
T C
H L
IN
E T
O T
R A
IN
IN
G D
IK
E S
E C
T
IO
N A
B O
V E
E L E
V A
T
IO
N I
N U .S F
E E
T
M A
T C
H L
IN
E T
O T
R A
IN
IN
G D
IK
E S
E C
T
IO
N B
E L
O W
(1"=10' VERT, 1"=20' HORIZ.)
TRAINING DIKES (TRNG STA.10+06.28)
(1"=10' VERT, 1"=10' HORIZ.)
SPUR DIKE (TRNG STA.10+06.28)
(1"=10' VERT, 1"=10' HORIZ.)
TRAINING DIKE (TRNG STA.10+06.28)
(SKEW)
20'
20'
20'
150.8'
EL. 6.0'
6" STRIPPING
TURFING
EL. +19.0'
3-36" x 177.5' DISCHARGE PIPES, TIE TO EXISTING RCP
6" STRIPPING
EL. +17.0'SPUR DIKE
6" STRIPPING
EL. +17.0'
REINFORCED CONCRETE PIPES
EXISTING 36" DIAMETER
CONCRETE PIPE SLEEVE
CAST-IN-PLACE REINFORCED
UNCOMPACTED FILL
PA-3A ACCESS DIKE EL. 17.0'SEMI-COMPACTED FILL
PA-3A CONTAINMENT DIKE
DROP-OUTLET STRUCTURE
DITCH AREA, DRAIN TOWARD
TRAINING DIKE
NEW ACCESS DIKE ELEVATION
RAISE WALKWAY TO ACCOMODATE
EL. 19.0' NEW GRATING
EL. 22.5' TOP NEW HANDRAIL
EL. 20.5' TOP EXIST. HANDRAIL
EL. 17.0' EXIST. GRATING
CULVERTS
36" CONC.
CULVERTS
" C
ONC.
BLUDWORTH
USCG
RANGE
IH
-P
A3 A-
B-
IH
-P
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 B-
A3 A-
CPT-1
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3
CPT-2
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3 A-
A3
CPT-3
A3
CPT-4
A3
CPT-5
A3
CPT-6
A3
CPT-7
A3
CPT-8
A3
CPT-9
A3 B-
A3 B-
A3 B-
A3 B-
A3 B-
NUECES
B
AY
PLACEMENT AREA NO. 3A
NUECES
B
AY
W912HY21B0001
SOLICITATION NO.:
C H
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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
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 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
: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 -3
A P L A
N S T x S -8
.d g n
B4-101
A N
N E
L I
M P
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V E
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| W912HY21B0001-PLANS_VOL-III |
| CORPUS CHRISTI 54 FOOT PROJECT |
| PLACEMENT AREA NO. 3A |
| GENERAL |
| G4-001 COVER SHEET VOLUME III - PLACEMENT AREA NO. 3A |
| CIVIL |
| C4-001 LOCATION PLAN PLACEMENT AREA NO. 3A |
| C4-101 PLAN PLACEMENT AREA NO. 3A |
| C4-102 PLAN PLACEMENT AREA NO. 3A DROP-OUTLET STRUCTURE ACCESS DIKE |
| C4-103 PLAN CROSS SECTION LOCATIONS PLACEMENT AREA NO. 3A |
| C4-301 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 0+00 TO STA. PA-3A 18+00 |
| C4-302 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 20+00 TO STA. PA-3A 38+00 |
| C4-303 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 40+00 TO STA. PA-3A 58+00 |
| C4-304 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 60+00 TO STA. PA-3A 78+00 |
| C4-305 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 80+00 TO STA. PA-3A 98+00 |
| C4-306 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 100+00 TO STA. PA-3A 118+00 |
| C4-307 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 120+00 TO STA. PA-3A 138+00 |
| C4-308 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 140+00 TO STA. PA-3A 158+00 |
| C4-309 CROSS SECTIONS PLACEMENT AREA NO. 3A CONTAINMENT DIKE STA. PA-3A 160+00 TO STA. PA-3A 172+00 |
| C4-310 CROSS SECTIONS PLACEMENT AREA NO. 3A TRAINING DIKES STA. TRNG 0+20 TO STA. TRNG 2+50 |
| C4-311 CROSS SECTIONS PLACEMENT AREA NO. 3A TRAINING DIKES STA. TRNG 3+00 TO STA. TRNG 7+00 |
| C4-312 CROSS SECTIONS PLACEMENT AREA NO. 3A TRAINING DIKES STA. TRNG 7+84.70 TO STA. TRNG 10+37 |
| C4-313 CROSS SECTIONS PLACEMENT AREA NO. 3A ACCESS DIKE STA. ACC 0+55 TO STA. ACC 1+90 |
| C4-314 PLAN AND PROFILE PLACEMENT AREA NO. 3A ACCESS DIKE AND STRUCTURE AT STA. PA-3A 0+00 = 172+65.93 |
| C4-501 TYPICAL DIKE SECTIONS PLACEMENT AREA NO. 3A |
| GEOTECHNICAL |
| B4-101 SOIL BORING LOCATION PLAN PLACEMENT AREA NO. 3A |
File details come from the government source that posted it. Updated .