FINAL_W921HY21B0004-Plans - SIGNED - wj - 2021-01-06.pdf
PDF 20 MB Posted
- Attached to
- Houston Ship Channel House Tract Seepage Repairs
- Solicitation number
- W912HY21B0004
About this file
This document provides details for a federal contract solicitation seeking construction services for seepage repairs on the Houston Ship Channel in Harris County, Texas. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Galveston as an unrestricted procurement under number W912HY21B0004. Construction is estimated to cost between $5 million and $10 million. Proposals are due by 2:00 PM Central Time on February 8, 2021. Plans and specifications for the seepage repairs are attached to the solicitation. Interested parties should review the provided files for additional requirement details and submit a timely response prior to the posted bid opening date.
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G-002
GENERAL NOTES
UTILITY OR PIPELINE.
LEAST 48 HOURS PRIOR TO WORKING OVER OR ADJACENT TO THEIR
ARE LOCATED NOTIFY UTILITY OWNERS AND/OR PIPELINE OPERATORS AT
CONSTRUCTION AND IF PREVIOUSLY UNKNOWN UTILITIES OR PIPELINES
POTENTIAL UTILITIES OR PIPELINES WITHIN THE LIMITS OF
5. AS A PRECAUTION, CONTRACTOR IS TO USE ONE-CALL TO LOCATE ANY
DESCRIBED IN THE SPECIFICATIONS.
VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK AREA, AS
OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE VISIT SHOULD BE MADE TO
OBSTRUCTIONS VISIBLE IN THE TIME OF WORK. AS THOSE
PROGRAM (NAIP), DATED 2018, UNLESS OTHERWISE NOTED.
4. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY
BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL
PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
SURVEYS WERE TAKEN MAY 2020.
SURVEYORS ARE JOSE VARGAS, ALFONSO RIVERA AND JOHN WALDEN.
OF 1988 (NAVD88), USING GEOID12B. SURVEY LEADER IS MIKE SELLS ;
1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM
LOCATION OF CROSS SECTION
EXISTING DIKE
WEIR SPILLWAY
STRUCTURE
DROP OUTLET PIPE(S)
EXIST. DIKE TO REPAIR
EXIST. DIKE BY OTHERS
MOUNDS
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(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
AREA
BORROW
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LIMITS OF UNCONFINED
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HORIZONTAL CONTROL POINT
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LOCATION OF
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SOIL BORING LOCATIONTREE
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NEW SOIL BENTONITE
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WEST CLINTON
EAST CLINTON
NAVD88 EL.=12.85
Y=13,839,400.290
X=3,180,394.360
PID NO. DO9979
877 0553 070035 RM (Greens Bayou) TCOON
NAVD88 EL.=29.31
Y=13,830,815.260
X=3,152,837.530
PID NO. DO9988
877 0777 C (Manchester Houston) TCOON
AREA
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SCALE IN FEET
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1500 3000 4500
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19 HT B10
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19 HT B12
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SCALE IN FEET
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SLURRY WALL ALIGNMENT
NEW SOIL-BENTONITE
HOUSE TRACT PLACEMENT AREA
67+00 68+00
70+00
72+00
74+00
78+00
76+00
80+00
82+00
84+00
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%PRODUCTION DATA 1%
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B-301
O
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G L
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GENERALIZED SUBSURFACE PROFILE House Tract PA Seepage Repair
19-HT-B07
N=8
N=5
N=7
N=16
N=16
N=14
N=19
N=41
N=60
N=30
N=7
N=13
N=11
N=9
N=4
N=3
N=2
N=WOH
N=4
N=2
N=8
N=8
KSF
3.3
3.0
4.5
3.0
19-HT-B01
N=21
N=22
N=5
KSF
3.3
4.5
3.8
3.8
3.5
4.5
19-HT-B02
N=29
N=28
N=16
N=6
N=3
N=7
N=5
KSF
4.3
3.8
3.8
4.5
4.5
4.3
4.5N=30
19-HT-B03
N=7
N=17
N=29
N=16
N=8
N=7
KSF
3.5
N=8
4.5
4.0
4.5
4.5
19-HT-B04
N=8
N=11
N=14
N=14
N=11
N=49
N=20
N=13
N=18
N=17
N=4
N=2
N=WOH
N=1
N=WOH
KSF
3.0
4.5
4.5
4.5
19-HT-B05
N=8
N=8
N=5
N=9
N=11
N=18
N=21
N=16
N=43
N=30
N=24
N=34
N=26
N=8
N=5
N=2
N=1
N=WOH
KSF
3.3
4.5
19-HT-B06
N=10
N=5
N=7
N=15
N=18
N=9
N=33
N=35
N=26
N=4
N=2
N=10
N=4
N=2
N=2
KSF
3.3
3.3
3.5
3.5
4.5
123+00 118+00 113+00 108+00 103+00 98+00 93+00
Lean CLAY (CL) Silty SAND (SM) Sandy Lean CLAY (CL)
Fat CLAY (CH) Sandy Fat CLAY (CH) Silty CLAY (CL-ML)
Lean CLAY with Sand (CL) Clayey SAND (SC) Poorly-graded SAND (SP)
Poorly-graded SAND with
Clay (SP-SC) Clayey SAND (SC-SM) Sandy SILT (ML)
Distance Along Baseline - Feet
L
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
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B-302
O
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G L
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GENERALIZED SUBSURFACE PROFILE House Tract PA Seepage Repair
19-HT-B08
N=11
N=7
N=4
N=15
N=17
N=24
N=15
N=28
N=58
N=42
N=19
N=20
N=10
N=8
N=10
N=9
N=7
N=4
N=WOH
N=WOH
N=6
N=5
KSF
4.5
3.5
19-HT-B09
N=4
N=4
N=3
N=11
N=7
N=20
N=9
N=6
N=9
N=5
N=WOH
KSF
3.0
4.5
3.5
4.5
3.5
4.0
19-HT-B10
N=1
N=14
N=8
N=13
N=8
N=17
N=28
N=12
N=13
N=6
N=14
N=5
N=8
N=2
N=8
N=22
N=7
N=3
KSF
4.0
3.0
19-HT-B11
N=11
N=19
N=8
N=11
N=13
N=18
N=2
N=4
N=5
KSF
4.5
3.5
4.0
19-HT-B12
N=1
N=1
N=1
N=1
N=1
N=8
N=3
N=2
N=2
N=6
KSF
4.5
4.0
3.0
3.5
3.0
3.0
19-HT-B13
N=13
N=14
N=17
N=18
N=21
N=20
N=11
N=11
N=5
N=2
N=1
N=7
KSF
3.5
19-HT-B14
N=1
N=13
N=11
N=19
N=11
N=7
N=22
N=18
N=5
N=2
N=5
KSF
3.5
4.5
4.5
88+00 83+00 78+00 73+00 68+00 63+00 58+00
Lean CLAY (CL) Silty SAND (SM) Sandy Lean CLAY (CL)
Fat CLAY (CH) Sandy Fat CLAY (CH) Silty CLAY (CL-ML)
Lean CLAY with Sand (CL) Clayey SAND (SC) Poorly-graded SAND (SP)
Poorly-graded SAND with
Clay (SP-SC)
L
IC
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A T
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N N
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D B
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G A
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Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
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T O
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B-303
O
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G L
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GENERALIZED SUBSURFACE PROFILE House Tract PA Seepage Repair
19-HT-B15
N=15
N=12
N=12
N=14
N=6
KSF
4.5
3.5
3.0
4.0
4.5
N=5
19-HT-B16
N=16
N=8
N=12
N=14
N=5
N=4
N=4
N=7
N=2
N=2
N=WOH
KSF
4.5
3.0
19-HT-B17
N=12
N=13
N=7
N=20
N=1
N=1
N=9
N=9
N=1
N=2
KSF
4.0
4.0
19-HT-B18
N=12
N=3
N=8
N=2
N=8
KSF
4.0
4.5
4.0
4.0
4.0
3.0
19-HT-B19
N=2
3.0
4.5
3.0
3.0
3.0
3.0
3.0
KSF 19-HT-B20
KSF
3.0
3.5
3.5
4.5
4.5
53+00 48+00 43+00 38+00 33+00 28+00
Lean CLAY (CL) Silty SAND (SM) Sandy Lean CLAY (CL)
Fat CLAY (CH) Sandy Fat CLAY (CH) Silty CLAY (CL-ML)
Lean CLAY with Sand (CL) Clayey SAND (SC) Poorly-graded SAND (SP)
Poorly-graded SAND with
Clay (SP-SC)
L
IC
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A T
IO
N N
O
D E
S
IG
N E
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
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P R
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S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
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H
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DRAWING FOR REFERENCE ONLY
L
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N N
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E
B
C
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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G A
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IL
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B
C O
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M Y
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D
IN
G
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IM
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V A
IL
P R
E P
A R
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N D
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H E D
IR
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
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C .R
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P A
G E R
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IR
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B-322
-B
U
IL
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IN
G L
O
L
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IT
A T
IO
N N
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S
IG
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IO
N
A
M A
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IZ
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IT
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D B
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D A
T E
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C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
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T O
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IS
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IN
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M Y
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IL
P R
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A R
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N D
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H E D
IR
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
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B-323
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SHEET ID
®of Engineers
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G A
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P R
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N D
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H E D
IR
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
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N S
H
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IR
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B-324
-B
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IN
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IO
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S
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IO
N
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IZ
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IT
T E
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Y
D A
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O
C H
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D B
Y
D R
A W
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Y
IS
S
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E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
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B
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M Y
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IN
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IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
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H
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B-325
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IL
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IN
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L
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IO
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S
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IO
N
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C H
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Y
D R
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Y
IS
S
U E D
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E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
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A S
G A
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U .S
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IN
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B
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IN
G
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IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
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C .R
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B-326
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IO
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IO
N
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D B
Y
D A
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O
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D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
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G A
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IN
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IL
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B
C O
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M Y
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IN
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IL
P R
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A R
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H E D
IR
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
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N S
H
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C
H A
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H S
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R A
C T P
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P A
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A
IR
S J
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B-327
-B
U
IL
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IN
G L
O
L
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IT
A T
IO
N N
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S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
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IT
T E
D B
Y
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C O
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O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
E X
A S
G A
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T O
N D
IS
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IC
T
U .S
A R
M Y C
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P S O
F E
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IN
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S W
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IL
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W
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B
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A R
M Y
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IN
G
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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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
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N S
H
IP
C
H A
N N
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C .R
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P A
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B-328
-B
U
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IN
G L
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L
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IT
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IO
N N
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S
IG
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R
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IO
N
A
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D A
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Y
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S
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E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
E X
A S
G A
L V
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T O
N D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
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D
IN
G
O F 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
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
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A S
C .R
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-5
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Q .K .J
J .D .C
H S
C H
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S E T
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P A
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IR
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B-329
-B
U
IL
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IN
G L
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L
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IT
A T
IO
N N
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S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
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R A
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C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
E X
A S
G A
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T O
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T
U .S
A R
M Y C
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P S O
F E
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IN
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S W
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W
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B
C O
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M Y
C O
M M
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D
IN
G
O F 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
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
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C .R
H S
C
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E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
C lin to n P a rk
P le a s a n tv ille
30'
30'
30'
30'
30'
30'
30'
30'
30'
45'
45'
45'
45'
45'
45'
45'
45'
45'
45'
45'
45'
60' 60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
60'
C-101
HOUSE TRACT PLACEMENT AREA
325'
S T
A T
O S
T A
E X
IS
T
IN
G C
H
IM
N E
Y D
R A
IN1
80+00
160+00
170+00
70+00
EXISTING FENCE (TYP.)
EXISTING TREES (TYP.)
DITCH FLOWLINE
EXISTING EAST
ACCESS DIKE
EXISTING
STA. 0+00
STRUCTURE
EXISTING DROP-OUTLET
TERMINAL RAILROAD
CONTAINMENT DIKE
EXISTING
LIMITS (TYP.)
RIGHT-OF-WAY
E X
IS
T
IN
G C
O N
D
IT
IO
SCALE IN FEET
PLAN
300 600 900
L
IC
IT
A T
IO
N N
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S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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IZ
E
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B M
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T E
D B
Y
D A
T E
C O
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R A
C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
E X
A S
G A
L V
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T O
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T R
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T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
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W
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B
C O
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A R
M Y
C O
M M
A N
D
IN
G
O F 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
E C
T
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
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A S
C .R
H S
C
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H S
C H
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P A
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1T
E R
M
IN
A L
R A
IL
R O
A D
C lin to n P a rk
P le a s a n tv ille
C-102
HOUSE TRACT PLACEMENT AREA
C O
N S
T R
U C
T
IO
N P
L
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C.S. 67+00 C.S. 68+00
C.S. 70+00
C.S. 82+00
C.S. 80+00
C.S. 78+00
C.S. 76+00
C.S. 74+00
C.S. 72+00
C.S. 84+00
C .S . 8
C .S . 8
C .S . 9
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 9
C .S . 9
C .S . 9
C .S . 9
SLURRY WALL
NEW SOIL BENTONITE
LIMITS (TYP.)
RIGHT-OF-WAY
ROAD
ACCESS
ENTRANCE
CONSTRUCTION
SCALE IN FEET
PLAN
300 600 900
S L
U R
R Y W
A L L S
T A
E N
D N
E W S
O
IL
-B
E N
T O
N
IT
L
U R
R Y W
A L L S
T A
B E
G
IN
N
E W S
O
IL
-B
E N
T O
N
TERMINAL RAILROAD
POTENTIAL STAGING AREA
POTENTIAL STAGING AREA
POTENTIAL STAGING AREA
LIMITS. REFER TO SHEET C-501.
NOT MARKED SHALL BE REMOVED IF THEY FALL WITHIN THE REMOVAL
3) NOT ALL TREES TO BE REMOVED ARE MARKED. TREES WHICH ARE
SECTION FOR TREE REMOVAL REQUIREMENTS AND TURFING SECTION.
2) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS
TOE SHALL BE REMOVED THROUGHOUT ENTIRE PACEMENT AREA.
1) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE
NOTES:
BOTH ENDS
3' EXTENSION AT
BOTH ENDS
3' EXTENSION AT
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00
E le v a ti o n i n U .S F e e t
E le v a ti o n i n U .S F e e t
PROFILE
C-201
L
A N P
R O
F
IL
E
S T
A T
O S
T A
SCALE IN FEET
PLAN
50 100 150
LIMITS (TYP.)
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
CENTERLINE ALIGNMENT
LEGEND:
LIMTS (TYP.)
RIGHT-OF-WAY
CENTERLINE ALIGNMENT (TYP.)
SLURRY WALL (TYP.)
NEW SOIL BENTONITE
REMOVED (TYP.)
TREES TO BE
SLURRY WALL (TYP.)
NEW SOIL BENTONITE
C .S . 4
C .S . 3
C .S . 3
C .S . 3
C .S . 4
C .S . 4
C .S . 4
C .S . 3
EXISTING GROUND
100'0 50'
(HORIZONTAL)
SCALE IN FEET
0 20'10'
(VERTICAL)
SCALE IN FEET
FOR TREE REMOVAL REQUIREMENTS AND TURFING SECTION.
4) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS SECTION
TOE SHALL BE REMOVED THROUGHOUT ENTIRE PACEMENT AREA.
3) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE
2) PROFILE CUT ALONG CENTERLINE ALIGNMENT
1) TOP ELEVATIONS VARIES ALONG THE SLOPE OF DIKE
NOTE:
Y
,8
,4
.1
X
,1
,6
.2
S
L U
R R
Y W
A L L S
T A
B E
G
IN
N
E W S
O
IL
-B
E N
T O
N
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00
E le v a ti o n i n U .S F e e t
E le v a ti o n i n U .S F e e t
PROFILE
C-202
L
A N P
R O
F
IL
E
S T
A .4
T
O S
T A
CENTERLINE ALIGNMENT
REMOVED
TREES TO BE
LIMITS
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
SLURRY WALL
NEW SOIL BENTONITE
LIMITS (TYP.)
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
CENTERLINE ALIGNMENT
LEGEND:
C .S . 5
C .S . 4
C .S . 4
C .S . 5
C .S . 5
C .S . 5
C .S . 5
C .S . 6
100'0 50'
(HORIZONTAL)
SCALE IN FEET
0 20'10'
(VERTICAL)
SCALE IN FEET
EXISTING GROUND
SCALE IN FEET
PLAN
50 100 150
FOR TREE REMOVAL REQUIREMENTS AND TURFING SECTION.
4) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS SECTION
TOE SHALL BE REMOVED THROUGHOUT ENTIRE PACEMENT AREA.
3) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE
2) PROFILE CUT ALONG CENTERLINE ALIGNMENT
1) TOP ELEVATIONS VARIES ALONG THE SLOPE OF DIKE
NOTE:
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00
E le v a ti o n i n U .S F e e t
E le v a ti o n i n U .S F e e t
PROFILE
C-203
L
A N P
R O
F
IL
E
S T
A .6
T
O S
T A
SCALE IN FEET
PLAN
50 100 150
SCALE IN FEET
PLAN
50 100 150
SLURRY WALL
NEW SOIL BENTONITE
SLURRY WALL
NEW SOIL BENTONITE
SLURRY WALL
NEW SOIL BENTONITE
CENTERLINE ALIGNMENT
CENTERLINE ALIGNMENT
REMOVED
TREES TO BE
REMOVED
TREES TO BE
LIMITS (TYP.)
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
CENTERLINE ALIGNMENT
LEGEND:
C .S . 7
C .S . 7
C.S. 67+00
C .S . 6
C .S . 6
C .S . 6
C.S. 68+00
C .S . 7
100'0 50'
(HORIZONTAL)
SCALE IN FEET
0 20'10'
(VERTICAL)
SCALE IN FEET
EXISTING GROUND
LIMITS
RIGHT-OF-WAY
LIMITS
RIGHT-OF-WAY
FOR TREE REMOVAL REQUIREMENTS AND TURFING SECTION.
4) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS SECTION
TOE SHALL BE REMOVED THROUGHOUT ENTIRE PACEMENT AREA.
3) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE
2) PROFILE CUT ALONG CENTERLINE ALIGNMENT
1) TOP ELEVATIONS VARIES ALONG THE SLOPE OF DIKE
NOTE:
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00
E le v a ti o n i n U .S F e e t
E le v a ti o n i n U .S F e e t
PROFILE
C-204
L
A N P
R O
F
IL
E
S T
A .7
T
O S
T A
REMOVED
TREES TO BE
REMOVED
TREE TO BE CENTERLINE ALIGNMENT
CENTERLINE ALIGNMENT
LIMITS
RIGHT-OF-WAY
LIMITS
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
SLURRY WALL
NEW SOIL BENTONITE
SLURRY WALL
NEW SOIL BENTONITE
SCALE IN FEET
PLAN
50 100 150
SCALE IN FEET
PLAN
50 100 150
LIMITS (TYP.)
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
CENTERLINE ALIGNMENT
LEGEND:
C .S . 8
C.S. 84+00
C .S . 8
C .S . 8
C .S . 7
C .S . 7
C .S . 8
EXISTING GROUND
100'0 50'
(HORIZONTAL)
SCALE IN FEET
0 20'10'
(VERTICAL)
SCALE IN FEET
FOR TREE REMOVAL REQUIREMENTS AND TURFING SECTION.
4) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS SECTION
TOE SHALL BE REMOVED THROUGHOUT ENTIRE PACEMENT AREA.
3) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE
2) PROFILE CUT ALONG CENTERLINE ALIGNMENT
1) TOP ELEVATIONS VARIES ALONG THE SLOPE OF DIKE
NOTE:
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00
E le v a ti o n i n U .S F e e t
E le v a ti o n i n U .S F e e t
PROFILE
C-205
L
A N P
R O
F
IL
E
S T
A .8
T
O S
T A
SCALE IN FEET
PLAN
50 100 150
REMOVED
TREES TO BE
CENTERLINE ALIGNMENT
LIMITS
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
SLURRY WALL
NEW SOIL BENTONITE
LIMITS (TYP.)
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
CENTERLINE ALIGNMENT
LEGEND:
C .S . 9
C .S . 9
C .S . 9
C .S . 9
C .S . 9
C .S . 1
C .S . 1
100'0 50'
(HORIZONTAL)
SCALE IN FEET
0 20'10'
(VERTICAL)
SCALE IN FEET
EXISTING GROUND
FOR TREE REMOVAL REQUIREMENTS AND TURFING SECTION.
4) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS SECTION
TOE SHALL BE REMOVED THROUGHOUT ENTIRE PACEMENT AREA.
3) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE
2) PROFILE CUT ALONG CENTERLINE ALIGNMENT
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
E le v a ti o n i n U .S F e e t
E le v a ti o n i n U .S F e e t
PROFILE
C-206
L
A N P
R O
F
IL
E
S T
A T
O S
T A
SCALE IN FEET
PLAN
50 100 150
CENTERLINE ALIGNMENT
LIMITS
RIGHT-OF-WAY
REMOVED
TREES TO BE
SLURRY WALL
NEW SOIL BENTONITE
SLURRY WALL
NEW SOIL BENTONITE
LIMITS (TYP.)
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
CENTERLINE ALIGNMENT
LEGEND:
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
100'0 50'
(HORIZONTAL)
SCALE IN FEET
0 20'10'
(VERTICAL)
SCALE IN FEET
EXISTING GROUND
FOR TREE REMOVAL REQUIREMENTS AND TURFING SECTION.
4) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS SECTION
TOE SHALL BE REMOVED THROUGHOUT ENTIRE PACEMENT AREA.
3) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE
2) PROFILE CUT ALONG CENTERLINE ALIGNMENT
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00
E le v a ti o n i n U .S F e e t
E le v a ti o n i n U .S F e e t
PROFILE
C-207
L
A N P
R O
F
IL
E
S T
A T
O S
T A
SCALE IN FEET
PLAN
50 100 150
LIMITS (TYP.)
RIGHT-OF-WAY
CENTERLINE ALIGNMENT (TYP.)
SLURRY WALL (TYP.)
NEW SOIL BENTONITE
SLURRY WALL (TYP.)
NEW SOIL BENTONITE
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
LIMITS (TYP.)
RIGHT-OF-WAY
SLURRY WALL
NEW SOIL BENTONITE
CENTERLINE ALIGNMENT
LEGEND:
100'0 50'
(HORIZONTAL)
SCALE IN FEET
0 20'10'
(VERTICAL)
SCALE IN FEET
EXISTING GROUND
Y
,8
,9
.5
X
,1
,6
.5
S
L U
R R
Y W
A L L S
T A
E N
D N
E W S
O
IL
-B
E N
T O
N
FOR TREE REMOVAL REQUIREMENTS AND TURFING SECTION.
4) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS SECTION
TOE SHALL BE REMOVED THROUGHOUT ENTIRE PACEMENT AREA.
3) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE
2) PROFILE CUT ALONG CENTERLINE ALIGNMENT
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
33+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
35+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
37+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
39+00
<-- OUTSIDE - INSIDE --->
BOW EL. 44.0'
BOW EL. 44.0'
BOW EL. 44.0'
BOW EL. 38.0'
BOW EL. 38.0'
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
TOW EL. 55.0'
TOW EL. 56.0'
TOW EL. 57.0'
TOW EL. 57.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
52.30'
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
44.20'
54.32'
47.88'
C-301
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
REFER TO C-501 FOR TYPICAL SECTIONS
REFER TO PLAN AND PROFILE SHEETS NO. C-201 THRU C-207
L
IC
IT
A T
IO
N N
O
D E
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IG
N E
D B
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D E
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A
M A
R K
S
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E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
41+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
43+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
45+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
47+00
<-- OUTSIDE - INSIDE --->
BOW EL. 38.0'
BOW EL. 38.0'
BOW EL. 38.0'
BOW EL. 32.0'
BOW EL. 38.0'
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
TOW EL. 58.0'
TOW EL. 57.0'
TOW EL. 58.0'
TOW EL. 58.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-302
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
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S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
49+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
51+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
53+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
55+00
<-- OUTSIDE - INSIDE --->
BOW EL. 32.0'
BOW EL. 32.0'
BOW EL. 25.0'
BOW EL. 25.0'
BOW EL. 25.0'
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
TOW EL. 58.0'
TOW EL. 58.0'
TOW EL. 59.0'
TOW EL. 59.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-303
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
57+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
59+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
61+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
63+00
<-- OUTSIDE - INSIDE --->
BOW EL. 25.0'
BOW EL. 25.0'
BOW EL. 25.0'
BOW EL. 25.0'
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
TOW EL. 60.0'
TOW EL. 60.0' TOW EL. 60.0'
TOW EL. 61.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-304
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
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N E
D B
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D E
S C
R
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T
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N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
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N I
N U .S F
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0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
65+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
67+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
68+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
70+00
<-- OUTSIDE - INSIDE --->
BOW EL. 25.0'
BOW EL. 25.0'
BOW EL. 25.0'
BOW EL. 24.0'
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUNDEXISTING GROUND
TOW EL. 59.0'
TOW EL. 60.0'
TOW EL. 62.0'
TOW EL. 59.0'
BOW EL. 24.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-305
R
O S
S S
E C
T
IO
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S T
A T
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T A
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N N
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N E
D B
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D E
S C
R
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T
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N
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M A
R K
S
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E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
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A
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V A
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0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
72+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
74+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
76+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
78+00
<-- OUTSIDE - INSIDE --->
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
BOW EL. 24.0'
BOW EL. 24.0'
BOW EL. 24.0'
BOW EL. 24.0'
BOW EL. 26.0'
TOW EL. 61.0'
TOW EL. 62.0'
TOW EL. 61.0'
TOW EL. 62.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-306
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
80+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
82+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
84+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
86+00
<-- OUTSIDE - INSIDE --->
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
BOW EL. 26.0'
BOW EL. 22.0'
BOW EL. 26.0'
BOW EL. 22.0'
BOW EL. 22.0'
TOW EL. 60.0'
TOW EL. 60.0'
TOW EL. 63.0'
TOW EL. 59.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-307
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
88+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
90+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
92+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
94+00
<-- OUTSIDE - INSIDE --->
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
BOW EL. 22.0'
BOW EL. 22.0'
BOW EL. 22.0'
BOW EL. 24.0'
BOW EL. 24.0'
TOW EL. 59.0'
TOW EL. 60.0'
TOW EL. 58.0'
TOW EL. 58.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-308
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
96+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
98+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
100+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
102+00
<-- OUTSIDE - INSIDE --->
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
BOW EL. 24.0'
BOW EL. 24.0'
BOW EL. 26.0'
BOW EL. 26.0'
BOW EL. 26.0'
TOW EL. 58.0'
TOW EL. 59.0' TOW EL. 59.0'
TOW EL. 59.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-309
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
104+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
106+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
108+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
110+00
<-- OUTSIDE - INSIDE --->
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
BOW EL. 26.0'
BOW EL. 26.0'
BOW EL. 26.0'
BOW EL. 38.0'
BOW EL. 38.0'
TOW EL. 58.0'
TOW EL. 58.0'
TOW EL. 57.0'
TOW EL. 58.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-310
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
112+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
114+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
116+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
118+00
<-- OUTSIDE - INSIDE --->
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND
EXISTING GROUND
BOW EL. 38.0'
BOW EL. 38.0'
BOW EL. 38.0'
BOW EL. 38.0'
TOW EL. 57.0'
TOW EL. 56.0'
TOW EL. 58.0'
TOW EL. 57.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.)
60' (TYP.)
3'
3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-311
R
O S
S S
E C
T
IO
N S
S T
A T
O S
T A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
W
H Y
B
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F 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
S I
D
Galveston District
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
H O
U S
T O
N S
H
IP
C
H A
N N
E L T
E X
A S
C .R
H S
C
-5
Q .K .J
Q .K .J
J .D .C
H S
C H
O U
S E T
R A
C T P
A S
E E
P A
G E R
E P
A
IR
S J
A N
U A
R Y
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
120+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
122+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
123+00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80-20-40-60-80-100-120-140-160-180-200
124+00
<-- OUTSIDE - INSIDE --->
20' 20'
40' (TYP.)
20' 20'
40' (TYP.)
EXISTING GROUND EXISTING GROUND
EXISTING GROUND
BOW EL. 38.0'
BOW EL. 38.0'
BOW EL. 38.0'
TOW EL. 56.0'
TOW EL. 57.0'
TOW EL. 56.0'
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
WALL (TYP.)
� NEW SLURRY
� EXISTING DIKE (TYP.)
BOW EL. = BOTTOM OF SLURRY WALL ELEVATION
TOW EL. = TOP OF SLURRY WALL ELEVATION
NOTE:
SOIL-BENTONITE SLURRY WALL 3 FEET WIDE
60' (TYP.) 60' (TYP.)
3' 3'
LIMITS OF WORK PLATFORM
LIMITS OF WORK PLATFORM
C-312
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SHEET ID
®of Engineers
US Army Corps
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
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<-- OUTSIDE - INSIDE --->
BOW EL. VARIES
20' 20'
TOW EL. VARIES
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
VARIES
E L E
V A
T
IO
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<-- OUTSIDE - INSIDE --->
20' 20'
BOW EL. VARIES
TOW EL. VARIES
� EXISTING DIKE (TYP.)
WALL (TYP.)
� NEW SLURRY
60' (TYP.)
Column1
Column5
0.00
3'
3'
A2 1"=20'
TYPICAL SECTION STA. 41+00 TO 123+00
A1 1"=20'
TYPICAL SECTION STA. 33+00 TO 39+00
EXISTING GROUND
VARIES LIMITS OF TREE REMOVAL
VARIES LIMITS OF TREE REMOVAL
EXISTING GROUND
LIMITS OF TURFING
LIMITS OF STRIPPING
LIMITS OF PLATFORM 40-FOOT WIDE TYP.
FILL COVER
SEMI-COMPACTED IMPERVIOUS
6-FOOT WIDE, 18-INCH THICK
FILL COVER
SEMI-COMPACTED IMPERVIOUS
6-FOOT WIDE, 18-INCH THICK
LIMITS OF TURFING
LIMITS OF STRIPPING
LIMITS OF WORK PLATFORM 40-FOOT WIDE TYP.
LIMITS OF TURFING
LIMITS OF STRIPPING
LIMITS OF WORK PLATFORM 40-FOOT WIDE TYP.
REQUIREMENTS AND TURFING SECTION.
10) REFERENCE CLEARING, GRUBBING, AND REMOVAL OF DEBRIS SECTION FOR TREE REMOVAL
THROUGHOUT ENTIRE PACEMENT AREA.
9) ALL TREES FROM INTERIOR TOE, CROWN, DOWN TO EXTERIOR DIKE TOE SHALL BE REMOVED
CUTOFF WALL AS SPECIFIED.
8) 6-FOOT WIDE, 18-INCH THICK SEMI-COMPACTED IMPERVIOUS FILL COVER SHALL BE PLACED OVER THE
CONSTRUCTION, USING CUTTING SOILS TO BE COLLECTED FROM THE EXCAVATOR AS SPECIFIED.
7) THE TERMINATION DEPTH OF THE S-B SLURRY WALL TRENCH SHALL BE VERIFIED IN THE FIELD DURING
WALL SHALL FOLLOW THE PROJECT SPEC SECTIONS.
6) S-B SLURRY WALL PLATFORM PREPARATION, CONSTRUCTION, AND ACCEPTANCE OF THE S-B SLURRY
SLURRY WALL ALIGNMENT.
5) WORK PLATFORM FOR S-B SLURRY WALL: TYP. 40-FOOT WIDE AND ALONG THE CENTERLINE OF THE S-B
SHEET C-102.
4) POTENTIAL STAGING AREAS ARE DESIGNATED FOR S-B SLURRY WALL CONSTRUCTION. REFER TO
SLURRY WALL BACKFILL (SOIL-BENTONITE SLURRY PREPARATION).
3) S-B SLURRY WALL TRENCHES CAN BE USED AS BORROW SOURCE FOR INCIDENTAL EARTHWORK OR S-B
SECURED FROM THE IDENTIFIED EXTERNAL BORROW SOURCE AREAS.
2) IMPORTED MATERIALS FOR INCIDENTAL EARTHWORK OR S-B SLURRY WALL BACKFILL ARE TO BE
1) NO BORROW AREAS ARE DESIGNATED FOR THE PROJECT WITHIN THE PLACEMENT AREA.
CONSTRUCTION NOTES:
EXTERIOR TOE
INTERIOR TOE
INTERIOR TOE
EXTERIOR TOE
C-501
T Y
P
IC
A L S
E C
T
IO
| HSC401582 - G-001 - Cover-ANSI D-000 |
| HSC401582 - G-002 -Index & Data-G-002-000 |
| HSC401582 - G-003 - Project Location-G-003-000 |
| HSC401582 - B-101 - Boring Locatrion-B-101-000 |
| HSC401582 - B-301 - BORING LOGS-B-301-000 |
| HSC401582 - B-302 - BORING LOGS-B-301-000 |
| HSC401582 - B-303 - BORING LOGS-B-301-000 |
| HSC401582 - B-321 - AS-BUILT_BORING LOGS-B-310-000 |
| HSC401582 - B-322 - AS-BUILT_BORING LOGS-B-322-000 |
| HSC401582 - B-323 - AS-BUILT_BORING LOGS-B-323-000 |
| HSC401582 - B-324 - AS-BUILT_BORING LOGS-B-324-000 |
| HSC401582 - B-325 - AS-BUILT_BORING LOGS-B-325-000 |
| HSC401582 - B-326 - AS-BUILT_BORING LOGS-B-326-000 |
| HSC401582 - B-327 - AS-BUILT_BORING LOGS-B-327-000 |
| HSC401582 - B-328 - AS-BUILT_BORING LOGS-B-328-000 |
| HSC401582 - B-329 - AS-BUILT_BORING LOGS-B-329-000 |
| HSC401582 - C-101 - EXISTING CONDITIONS-C-101-000 |
| HSC401582 - C-102 - CONSTRUCTION PLAN-C-102-000 |
| HSC401582 - C-201 - PLAN AND PROFILE-C-201-000 |
| HSC401582 - C-202 - PLAN AND PROFILE-C-202-000 |
| HSC401582 - C-203 - PLAN AND PROFILE-C-203-000 |
| HSC401582 - C-204 - PLAN AND PROFILE-C-204-000 |
| HSC401582 - C-205 - PLAN AND PROFILE-C-205-000 |
| HSC401582 - C-206 - PLAN AND PROFILE-C-206-000 |
| HSC401582 - C-207 - PLAN AND PROFILE-C-207-000 |
| HSC401582 - C-301 - CROSS SECTION-C-301-000 |
| HSC401582 - C-302 - CROSS SECTION-B-301-000 |
| HSC401582 - C-303 - CROSS SECTION-B-301-000 |
| HSC401582 - C-304 - CROSS SECTION-B-301-000 |
| HSC401582 - C-305 - CROSS SECTION-B-301-000 |
| HSC401582 - C-306 - CROSS SECTION-B-301-000 |
| HSC401582 - C-307 - CROSS SECTION-B-301-000 |
| HSC401582 - C-308 - CROSS SECTION-B-301-000 |
| HSC401582 - C-309 - CROSS SECTION-B-301-000 |
| HSC401582 - C-310 - CROSS SECTION-B-301-000 |
| HSC401582 - C-311 - CROSS SECTION-C-311-000 |
| HSC401582 - C-312 - CROSS SECTION-C-312-000 |
| HSC401582 - C-501 - TYPICAL SECTION-C-501-000 |
| 2021-01-06T18:11:04-0600 | |
| HONZA.WILLIE.J.1231036136 |
File details come from the government source that posted it. Updated .