PRE-SOL_VOL-2_W912HY23B0026-Plans.pdf
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- Solicitation number
- W912HY23B0026
About this file
This special notice from the U.S. Army Corps of Engineers Engineering District Galveston provides preliminary information for an upcoming dredging project on the Corpus Christi Ship Channel in Texas. The Corps is posting draft plans, specifications, surveys and geotechnical/geophysical data for the Corpus Christi Ship Channel Upper Harbor Reach Channel Improvement Project in Nueces and San Patricio Counties, Texas. The project proposes deepening the existing channel and these preliminary documents are being made available for information purposes only to allow industry time to review prior to final bid documents being issued in June 2023 under Solicitation Number W912HY23B0026. A response to this special notice is not required, and interested parties should continue monitoring SAM.gov for updates.
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Other files
| File | Type | Posted |
|---|---|---|
| Survey_cc_nueces_ALL.pdf | ||
| PRE-SOL_W912HY23B0026-Specs.pdf | ||
| PRE-SOL_VOL-1_W912HY23B0026-Plans.pdf | ||
| Survey_CCSC_CIP-4_BUS.pdf |
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US Army Corps employment as required by ER 1110-1-8152.
individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of
This project was designed by the Galveston District of the U.S. Army Corps
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
ROBERT C. THOMAS, P.E.
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
GALVESTON DISTRICT
CORPUS CHRISTI SHIP CHANNEL, TEXAS
UPPER HARBOR REACH
CHANNEL IMPROVEMENT PROJECT
W912HY23B0026
W912HY23C____
DATE 2023
VOLUME # 2 AND 3 - BENEFICIAL USE SITES
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7. NO REFERENCE LINE WILL BE ESTABLISHED BY THE
THE SPECIFICATIONS.
OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN
SHOULD BE MADE TO VERIFY ANY CURRENT
OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE VISIT
THAT LOCATION AS OF THE TIME OF THE WORK, AS THOSE
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN
DATES VARY, UNLESS OTHERWISE NOTED.
6. AERIAL IMAGERY SOURCED FROM MICROSOFT BING MAPS,
CHANNEL SIDE SLOPES.
5. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT
UPON REQUEST IN WRITING.
AVAILABLE) WILL BE FURNISHED TO THE CONTRACTOR
4. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF
SURVEY FEET. SEE SHEET 2V-601.
TO TEXAS STATE PLANE, NAD83, TEXAS SOUTH ZONE, U.S.
3. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED
VERTICAL DATUM OF 1988 (NAVD88) VERTICAL DATUM
ELEVATIONS ARE REFERENCED TO NORTH AMERICAN
UPLAND (BUS, BREAKWATER, AND DIKE CONSTRUCTION) 2.
LOWER LOW WATER DATUM (MLLW). SEE SHEET 2V-601.
1. HYDROGRAPHIC ELEVATIONS ARE REFERENCED TO MEAN
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GENERAL SHEET NOTES
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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A S
P
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W H
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A N
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-0
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C
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R K
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R -M
A R
S H
.d g n
:4
:1
P
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/2 /2
P D
A
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p lt c fg
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
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N G
A
N D
C O
N S
T
D
IV
SEE SHEET 2CE501, J1 FOR DETAILS.3.
AND NUECES RIVER IS 300 FEET.
FEET, BOTTOM WIDTH FOR THE SOUTH LAKE CHANNEL
BOTTOM WIDTH FOR THE RINCON BAYOU CHANNEL IS 100
CURRENT CHANNELS MEASURED AT THE MOUTH. THE
EXTENSIONS ARE TO BE TO THE SAME ELEVATION AS THE
MATERIAL. THE BOTTOM DEPTH OF THESE CHANNEL
CHANNEL BEYOND THE LIMITS OF THE NEWLY PLACED
EXTEND THE RINCON BAYOU CHANNEL AND SOUTH LAKE
SOUTH BREAKWATER BUS AND ELBOW MARSH BUS,
IMMEDIATELY. AS MATERIAL IS PLACED IN THE NORTH AND
IN TO THESE AREAS WILL NEED TO BE REMOVED
THE NUECES RIVER. ANY MATERIAL THAT MAKES ITS WAY
CHANNEL, SOUTH LAKE BAYOU CHANNEL, OR MOUTH OF
OPERATIONS TO FLOW INTO THE RINCON BAYOU
DO NOT ALLOW SEDIMENT FROM PLACEMENT 2.
EXISTING SHORELINE.
BENEFICIAL USE SITES IS APPROXIMATELY 300' OR TO THE
LIMIT OF PLACEMENT INSIDE THE BREAKWATER 1.
GENERAL SHEET NOTES
Y=17,203,044.51
X=1,303,860.10
Y=17,205,395.49
X=1,304,676.08
N
SCALE IN FEET
0 400 800 1,200
17,204,000Y=
17,206,000Y=
17,208,000Y=17,208,000Y=
17,206,000Y=
17,204,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
NUECES
BAY
(BWM-1)
OUTSIDE NORTH BREAKWATER
BREAKWATER PLACEMENT
BREAKWATER (BWM-2)
OUTSIDE CORPS/SOUTH
BREAKWATER PLACEMENT
BREAKWATER (BWM-2)
INSIDE CORPS/SOUTH
BREAKWATER PLACEMENT
(BWM-1)
INSIDE NORTH BREAKWATER
BREAKWATER PLACEMENT
(BY OTHERS - SEE SHEET 3GH001)
NORTH BREAKWATER
(BY OTHERS - SEE SHEET 3GH001)
SOUTH BREAKWATER
(SEE SHEET 3CH101)
CORPS BREAKWATER
LIMITS OF CONSTRUCTION
ROUTE
PIPELINE
DREDGE
ROUTE
PIPELINE
DREDGE
ROUTE
PIPELINE
DREDGE
ROUTE
PIPELINE
DREDGE
3CH101
CHANNEL
BAYOU
RINCON
CHANNEL
BAYOU
LAKE
SOUTH
DATA AVAILABLE ON REQUEST
SURVEY DATA POINTS
ORIGINAL POINT ON DASHED LINE
FOR CAPACITY CALCULATIONS,
SURVEY DATA POINTS EXTENDED
FO
R IN
FO
RMATIO
R A
M O
S
P .E
E L
B O
W M
A R
S H
B E
N E
F
IC
IA
L
U S
E S
IT
E
P L
A N
2CE103
M A
N
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D C
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D E
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S
P .E
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D B
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D B
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N O
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
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B C
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M E
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P R
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L V
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T O
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IS
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T P
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T R
O A
D
G A
L V
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T O
N
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X A
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B E
R T
C
T H
O M
A S
P
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S W
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N O
W H
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W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0 s h t5
C
E E
L B
O W
-M A
R S
H .d g n
:4
:4
P
M
/2 /2
P D
A
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p lt c fg
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
C H
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F
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N G
A
N D
C O
N S
T
D
IV
SEE SHEET 2CE501, M1 FOR DETAILS.2.
NUECES RIVER IS 300 FEET.
BOTTOM WIDTH FOR THE SOUTH LAKE CHANNEL AND
WIDTH FOR THE RINCON BAYOU CHANNEL IS 100 FEET,
CHANNELS MEASUURED AT THE MOUTH. THE BOTTOM
ARE TO BE TO THE SAME ELEVATION AS THE CURRENT
MATERIAL. THE BOTTOM DEPTH OF THESE EXTESIONS
CHANNEL BEYOND THE LIMITS OF THE NEWLY PLACED
EXTEND THE RICON BAYOU CHANNEL AND SOUTH LAKE
SOUTH BREAKWATER BUS AND ELBOW MARSH BUS,
IMMEDIATELY. AS MATERIAL IS PLACED IN THE NORTH AND
IN TO THESE AREAS WILL NEED TO BE REMOVED
THE NUECES RIVER. ANY MATERIAL THAT MAKES ITS WAY
CHANNEL, SOUTH LAKE BAYOU CHANNEL, OR MOUTH OF
OPERATIONS TO FLOW INTO THE RINCON BAYOU
DO NOT ALLOW SEDIMENT FROM PLACEMENT 1.
GENERAL SHEET NOTES
Y=17,203,044.51
X=1,303,860.10
N
SCALE IN FEET
0 400 800 1,200
ELBOW MARSH
ROUTE
PIPELINE
DREDGE
BWM-2 DISCHARGE
LIMIT
BWM-2 DISCHARGE
LIMIT
CORPS
BREAKWATER
ROUTE
PIPELINE
DREDGE
NUECES
BAY
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
17,198,000Y=
17,200,000Y=
17,202,000Y=
17,204,000Y=17,204,000Y=
17,202,000Y=
17,200,000Y=
17,198,000Y=
NUECES RIVER
DATA AVAILABLE ON REQUEST
SURVEY DATA POINTS
ORIGINAL POINT ON DASHED LINE
FOR CAPACITY CALCULATIONS,
SURVEY DATA POINTS EXTENDED
FO
R IN
FO
RMATIO
U
LE LA
K E
TU
R
N
IN
G B
A
SIN
V A
R
IE
S
C
R A
M O
S
P .E
H O
R E
S H
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B
E A
C H
P L
A C
E M
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T
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N E
F
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P L
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2CE104
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P .E
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C H
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K E
D B
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D R
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N B
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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P S
O F
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IN
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A S
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A N
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L I
M P
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M E
N T
P R
O J E
L V
E S
T O
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IS
T
R
IC
T
F
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T P
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T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
R O
B E
R T
C
T H
O M
A S
P
.E
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0 s h t5
C
E H
O R
S E
S H
O E
-B E
A C
H .d g n
:4
:2
P
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
POE
STA 73+61.28
N 17,189,811.73
E 1,320,595.38
50+00
60+00
70+00
POT
STA 45+23.12
PI STA = 1444+65.89
N 17,189,394.16
E 1,312,090.88
R = 3,819.83'
D = 1°29'59.84"
Δ = 10°40'56.34" L = 712.18' T = 357.12' E = 16.66'
P C
S
TA
.7
P T
S
TA
8+ .9
0.
5+
7.
S
TA
0.
6+
0.
CORPUS CHRISTI SHIP CHANNEL
HORSESHOE BU
(BEACH PLACEMENT)
(SEE SHEET 2CE501,
DETAIL F1)
NUECES BAY
N
SCALE IN FEET
0 400 800 1,200
17,190,000Y=
17,192,000Y=
17,194,000Y=
17,196,000Y=17,196,000Y=
17,194,000Y=
17,192,000Y=
17,190,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
.0 ' E
L
.0 ' E
L
V :2
H
(R E
P O
S E
V :2
H
(R E
P O
S E
(SHEET 2CE105)
INDUSTRIAL PA
EFFLUENT MATERIAL
PROTECT WALKING PATH FROM
3.0' EL. CONTOUR.
LANDWARD LIMIT OF PLACEMENT
ROUTE
PIPELINE
DREDGE
CHANNEL
BAYOU
LAKE
SOUTH
JOE FULTON CORRIDOR
OVERHEAD POWER LINE
C.P.L. CO.
DATA AVAILABLE ON REQUEST
SURVEY DATA POINTS
ORIGINAL POINT ON DASHED LINE
FOR CAPACITY CALCULATIONS,
SURVEY DATA POINTS EXTENDED
FOR CONSTRUCTION DETAILS.
SEE APPENDIX 'B' PLANS
EROSION PROTECTION DURING PLACEMENT.
DO NOT DISTURB EXISTING BEACH
FOR CONSTRUCTION DETAILS.
SEE APPENDIX 'B' PLANS
EROSION PROTECTION DURING PLACEMENT.
DO NOT DISTURB EXISTING BEACH
FO
R IN
FO
RMATIO
CHEMI
CAL
TURNI
NG
BASI
N
-10.81
-4.91 -4.29
-3.65
-2.91
-2.91
-2.73-2.73
-2.54
-1.98
-1.82
-1.56
(R E
P O
S E
V :2
H
125'
250'
1100'
C
R A
M O
S
P .E
IN
D
U S
T R
IA
L
P L
A C
E M
E N
T A
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A
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P L
A N
2CE105
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P .E
J
C A
S T
R O
P
.E
OVERHEAD POWER LINE
C.P.L. CO.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
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D E
S
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D B
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C O
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N O
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
R S
B C
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S R
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C O
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A S
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C H
A N
N E
L I
M P
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M E
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P R
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L V
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T O
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IS
T
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T P
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T R
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D
G A
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T O
N
T E
X A
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B E
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C
T H
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A S
P
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S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
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E S
-0
-0 s h t5
C E
IN
D
U S
T R
IA
L
.d g n
:4
:2
P
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/2 /2
P D
A
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p lt c fg
D S
A
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S c re e n
F u ll
S iz e .d s c ri p t
C H
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F
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N G
A
N D
C O
N S
T
D
IV
SEE SHEET 2CE502, A1, A11, F1, F11 FOR DETAILS.4.
NEW DIKE CENTERLINE.
THE +5.0' CONTOUR ALONG THE BEACH, AND FROM THE
DISCHARGE CORRIDOR LOCATION REFERENCE IS FROM 3.
PLACEMENT AREA.
BEFORE PLACING MATERIAL IN THE INDUSTRIAL
WEIR STRUCTURE TO BE BUILT IN CONTAINMENT DIKE 2.
1V:20H)
WIDTH 15', SIDE SLOPES ARE ANGLE OF REPOSE (SHOWN
BUILD CONTAINMENT DIKE HYDRAULICALLY. CROWN 1.
GENERAL SHEET NOTES
P O
B
S T
A
.0
N ,1
,6
.8
E ,3
,1
.1
POE
STA 73+61.28
N 17,189,811.73
E 1,320,595.38
50+00
60+00
70+00
POT
STA 45+23.12
PI STA = 1360+43.53
N 17,186,789.65
E 1,320,108.79
R = 2,864.93'
P T
S T A
.6
P C
S T A
.0
P T
.7
N
SCALE IN FEET
0 400 800 1,200
INDUSTRIAL PA
17,188,000Y=
17,190,000Y=
17,192,000Y=
17,194,000Y=17,194,000Y=
17,192,000Y=
17,190,000Y=
17,188,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
NUECES
BAY
INNER HARBOR
PLACEMENT
AREA NO. 3B
(NOT AVAILABLE
THIS CONTRACT)
CORPUS
CHRI
STI
SHI
P
CHANNEL
HORSESHOE BU
(BEACH PLACEMENT)
SEE SHEET 2CE104
5.0' EL. CONTOUR
LANDWARD LIMIT OF PLACEMENT
SEE SHEET 1CN901 - A1
FOR DREDGE PIPELINE ROUTE
EXISTING CULVERT CROSSING
DREDGE PIPELINE ROUTE
JOE FULTON CORRIDOR
E.
NAVIG
AT
IO
N
BLV
D.
S T
A
A
(SEE SHEET 2CE502)
AFTER HYDRAULIC DIKE PLACEMENT
OVERFLOW WEIR CONSTRUCTION
OF NEW DIKE
APPROX. TOE
PLACED DIKE
HYDRAULICALLY
DISCHARGE CORRIDOR
ORIGINAL POINT ON DASHED LINE
FOR CAPACITY CALCULATIONS,
SURVEY DATA POINTS EXTENDED
DATA AVAILABLE ON REQUEST
SURVEY DATA POINTS
FOR CONSTRUCTION DETAILS.
SEE APPENDIX 'B' PLANS
EROSION PROTECTION DURING PLACEMENT.
DO NOT DISTURB EXISTING BEACH
FO
R IN
FO
RMATIO
15'
25'
15'
25'
15'
25'
25'
C
R A
M O
S
P .E
S T
A
.0
T O
S T
A
.0
IN
D
U S
T R
IA
L
B U
P L
A C
E M
E N
T A
R E
A
C R
O S
S S
E C
T
IO
N S
2CE301
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BUS
0+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
30 30
0+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
30 30
REPOSE
1 REPOSE
EL. +7.0'
2+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
30 30
2+94.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
CONSTRUCTION
BEGIN WEIR
3+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
EL. +5.0'
WEIR CONSTRUCTION
EXCAVATION FOR
3+50.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
4+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
4+25.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
EL. +5.0'
WEIR CONSTRUCTION
EXCAVATION FOR
4+31.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +5.0'
CONSTRUCTION
END WEIR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
E V
IE
W
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
U P
P E
R H
A R
B O
R R
E A
C H
C H
A N
N E
L I
M P
R O
V E
M E
N T
P R
O J E
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
R O
B E
R T
C
T H
O M
A S
P
.E
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0
C
E
IN
D -B
U
.0
.d g n
:4
:0
P
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 50' 100'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.0
IN
D
U S
T R
IA
L
B U
P L
A C
E M
E N
T A
R E
A
C R
O S
S S
E C
T
IO
N S
2CE302
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BUS
6+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
8+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
10+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
12+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
14+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
16+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
18+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
20+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
E V
IE
W
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
U P
P E
R H
A R
B O
R R
E A
C H
C H
A N
N E
L I
M P
R O
V E
M E
N T
P R
O J E
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
R O
B E
R T
C
T H
O M
A S
P
.E
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0
C
E
IN
D -B
U
.0
.d g n
:4
:1
P
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 50' 100'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.0
IN
D
U S
T R
IA
L
B U
P L
A C
E M
E N
T A
R E
A
C R
O S
S S
E C
T
IO
N S
2CE303
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BUS
22+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
EL. +7.0'
REPOSE
REPOSE
24+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
26+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
28+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
30+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
32+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
34+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
36+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
E V
IE
W
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
U P
P E
R H
A R
B O
R R
E A
C H
C H
A N
N E
L I
M P
R O
V E
M E
N T
P R
O J E
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
R O
B E
R T
C
T H
O M
A S
P
.E
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0
C
E
IN
D -B
U
.0
.d g n
:4
:2
P
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 50' 100'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
C
R A
M O
S
P .E
S T
A
.0
T
O
.0
IN
D
U S
T R
IA
L
B U
P L
A C
E M
E N
T A
R E
A
C R
O S
S S
E C
T
IO
N S
2CE304
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BUS
38+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
40+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
42+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
44+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
45+23.12
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
46+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
48+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
50+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
E V
IE
W
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
U P
P E
R H
A R
B O
R R
E A
C H
C H
A N
N E
L I
M P
R O
V E
M E
N T
P R
O J E
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
R O
B E
R T
C
T H
O M
A S
P
.E
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0
C
E
IN
D -B
U
.0
.d g n
:4
:2
P
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 50' 100'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.0
IN
D
U S
T R
IA
L
B U
P L
A C
E M
E N
T A
R E
A
C R
O S
S S
E C
T
IO
N S
2CE305
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BUS
52+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
54+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
56+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
58+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
60+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
62+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
64+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
66+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
1 REPOSE
EL. +7.0'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
E V
IE
W
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
U P
P E
R H
A R
B O
R R
E A
C H
C H
A N
N E
L I
M P
R O
V E
M E
N T
P R
O J E
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
R O
B E
R T
C
T H
O M
A S
P
.E
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0
C
E
IN
D -B
U
.0
.d g n
:4
:3
P
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 50' 100'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.2
IN
D
U S
T R
IA
L
B U
P L
A C
E M
E N
T A
R E
A
C R
O S
S S
E C
T
IO
N S
2CE306
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BUS
68+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
70+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
72+00.00
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
73+61.28
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
EL. +7.0'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
E V
IE
W
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
U P
P E
R H
A R
B O
R R
E A
C H
C H
A N
N E
L I
M P
R O
V E
M E
N T
P R
O J E
L V
E S
T O
N D
IS
T
R
IC
T
F
O R
T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
R O
B E
R T
C
T H
O M
A S
P
.E
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0
C
E
IN
D -B
U
.0
.d g n
:4
:3
P
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 50' 100'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
VARIES VARIES
VARIES
C
R A
M O
S
P .E
P L
A C
E M
E N
T A
R E
A S
B E
N E
F
IC
IA
L
U S
E S
IT
E
B
U S
T Y
P
IC
A L
S E
C T
IO
N
S
2CE501
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BUS
M1
SCALE: AS SHOWN
DELTA MARSH AND ELBOW MARSH BUS PLACEMENT AREAS
J1
SCALE: AS SHOWN
BREAKWATER BUS PLACEMENT
F1
SCALE: AS SHOWN
HORSESHOE BUS - BEACH PLACEMENT
200' 50'
(CORPS OR CBBEP)
ROCK BREAKWATER
BEACHFRONT
DISCHARGE PLACEMENT
DISCHARGE PLACEMENT
DISCHARGE PLACEMENT
ELEV. 3.0'
MAX. FILL ELEV. 2.0'
MAX. FILL
MAX. FILL ELEV. 3.0'
AVG. FILL ELEV. 2.0'
MAX. FILL ELEV. 3.5'
FOR CONSTRUCTION DETAILS.
SEE APPENDIX 'B' PLANS
EROSION PROTECTION DURING PLACEMENT.
DO NOT DISTURB EXISTING BEACH
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
E V
IE
W
N
O T
F O
R C
O N
S T
R U
C T
IO
N
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
U P
P E
R H
A R
B O
R R
E A
C H
C H
A N
N E
L I
M P
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V E
M E
N T
P R
O J E
L V
E S
T O
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IS
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F
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T P
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IN
T R
O A
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G A
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T O
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X A
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B E
R T
C
T H
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A S
P
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S W
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E
N O
W H
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W
H Y
B
D A
T E
A N
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C E
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A
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F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
5' 10'0 100' 200'0
VERTICAL HORIZONTAL
0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600
0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500
0 100 200 300 400 500 600 700 800 900
-5
5 5
-5
REPOSE
REPOSE
REPOSE
REPOSE
REPOSE
REPOSE
5' 10'0 100' 200'0
VERTICAL HORIZONTAL
5' 10'0 100' 200'0
VERTICAL HORIZONTAL
VERTICAL DATUM.
ALL BENEFICIAL USE SITES ARE REFERENCED TO NAVD88 1.
GENERAL SHEET NOTES
FO
R IN
FO
RMATIO
EL. +7.0'
DIKE CONSTRUCTION
HYDRAULICALLY PLACED
GROUND
EXISTING
FOR WEIR CONSTRUCTION
EXCAVATE DIKE
UNDERLAYMENT
GEOTEXTILE
ENDS 3.0'
EXTEND GEOTEXTILE
GROUND
EXISTING
DIKE
INDUSTRIAL BU
25'
7.5' BERM
.5
.5
EL. +5.0'
EL. +7.0'
6'125'6'
15' CROWN
C
R A
M O
S
P .E
A N
D O
V E
R F
L O
W W
E
IR
IN
D
U S
T R
IA
L
B U
P L
A C
E M
E N
T A
R E
A
T Y
P
IC
A L
S E
C T
IO
N
S
2CE502
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BUS
A1
SCALE: AS SHOWN
INDUSTRIAL BU PLACEMENT
(NOT AVAILABLE THIS CONTRACT)
PA 3-B CONTAINMENT DIKE
ELEV. 7.0'
CONTAINMENT DIKE
HYDRAULIC FILL
DISCHARGE PLACEMENT
VARIES
ELEV. 5.0'
AVG. FILL
M1
SCALE: AS SHOWN
DISCHARGE PIPELINE CROSSING AREA IN NUECES RIVER
F1
SCALE: AS SHOWN
TYPICAL SECTION - INDUSTRIAL BU DIKE
F11
SCALE: AS SHOWN
TYPICAL SECTION - INDUSTRIAL BU OVERFLOW WEIR
A13
SCALE: AS SHOWN
CENTERLINE PROFILE THROUGH OVERFLOW WEIR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
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W
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F O
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C O
R P
U S
C H
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IS
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S H
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C
H A
N N
E L
T
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A S
U P
P E
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A R
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E A
C H
C H
A N
N E
L I
M P
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M E
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T P
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N
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A S
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S W
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N O
W H
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W
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B
D A
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E S
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-0 s h t5
C E
B U
S -T
Y P
IC
A
L .d g n
:4
:5
P
M
/2 /2
P D
A
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p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
BEDDING STONE: ASTM C33/C33M SIZE 1
RIPRAP: R-60 ASTM D6092
NOTES:
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600 620
0 0
10 10
20 20�
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
-5.
0%
USED F
OR D
ESIG
N
-5.0% USED FOR DESIGN
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
REPOSE
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
-5.
0%
USED F
OR D
ESIG
N
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300
0 0
10 10
20 20
REPOSE
SLOPE
DESIGN
RIPRAP
BEDDING STONE
0 0
10 10
15 15
-5 -5
(R-60 - ASTM D6902)
RIPRAP
(ASTM C33/C33M SIZE 1)
BEDDING STONE
UNDERLAYMENT
GEOTEXTILE
WEIR SLOPE AT THIS WIDTH ONLY
3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00
FILL EL. +7.0'
HYDRAULIC
EL. +5.0'
WEIR CROWN
TIME, FOR WEIR CONSTRUCTION
FILL AND ACCEPTABLE SETTLMENT
EXCAVATE DIKE AFTER HYDRAULIC
5' 10'0 100' 200'0
VERTICAL HORIZONTAL
REPOSE
REPOSE
0 100 200 300 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 1,500 1,600
20' 40'0 40' 80'0
VERTICAL HORIZONTAL
NUECES RIVER ELBOW MARSH BU →
5' 10'0 50' 100'0
VERTICAL HORIZONTAL
5' 10'0 50' 100'0
VERTICAL HORIZONTAL
10' 20'0 20' 40'0
VERTICAL HORIZONTAL
VERTICAL DATUM.
ALL BENEFICIAL USE SITES ARE REFERENCED TO NAVD88 1.
GENERAL SHEET NOTES
A13
FO
R IN
FO
RMATIO
100'
300' ±
C
R A
M O
S
P
B R
E A
K W
A T
E R
C O
N S
T R
U C
T
IO
N
L O
C A
T
IO
N P
L A
N
3GH001
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BRK-WTR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
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N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
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W
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A R
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E A
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A N
N E
L I
M P
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M E
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P R
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L V
E S
T O
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IS
T
R
IC
T
F
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T P
O
IN
T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
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B E
R T
C
T H
O M
A S
P
.E
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
D A
T E
A N
S I
D
N U
E C
E S
-0
-0 s h t6
G H
B R
K W
T R
-L O
C A
T
IO
N .d g n
:5
:1
P
M
/2 /2
P D
A
E C p d f.
p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
Y=17,203,044.51
X=1,303,860.10
Y=17,205,395.49
X=1,304,676.08
N
SCALE IN FEET
0 400 800 1,200
17,204,000Y=
17,206,000Y=
17,208,000Y=17,208,000Y=
17,206,000Y=
17,204,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
NUECES
BAY
(BWM-)
OUTSIDE NORTH BREAKWATER
BREAKWATER PLACEMENT
BREAKWATERS (BWM-2)
OUTSIDE CORPS/SOUTH
BREAKWATER PLACEMENT
CORPS/SOUTH BREAKWATERS (BWM-2)
BREAKWATER PLACEMENT INSIDE
(BWM-1)
INSIDE NORTH BREAKWATER
BREAKWATER PLACEMENT
(BY OTHERS)
NORTH BREAKWATER
(BY OTHERS)
SOUTH BREAKWATER
CORPS BREAKWATER
LIMITS OF CONSTRUCTION
ROUTE
PIPELINE
DREDGE
ROUTE
PIPELINE
DREDGE
ROUTE
PIPELINE
DREDGE
ROUTE
PIPELINE
DREDGE
3CH101
RINCO
N BAYO
U CHANNEL
SOUTH LAKE BAYOU
FO
R IN
FO
RMATIO
R A
M O
S
P
B L
E S
B R
E A
K W
A T
E R
A L
IG
N
M E
N T
3V-601
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BRK-WTR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
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A
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N N
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S I Z
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M A
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S C
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
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W
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F O
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C O
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IS
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C
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N N
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T
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A S
U P
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C H
C H
A N
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L I
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L V
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X A
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A S
P
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G F
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N O
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W
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B
D A
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A N
S I
D
N U
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E S
-0
-0 s h t6
V
-6 T
A B
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S -B
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R .d g n
:5
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P
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/2 /2
P D
A
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p lt c fg
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C H
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F
E
N G
A
N D
C O
N S
T
D
IV
FO
R IN
FO
RMATIO
R A
M O
S
P .E
S T
A -0
T O
S T
A
C O
R P
S B
R E
A K
W A
T E
R
P L
A N
3CH101
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BRK-WTR
10' CROWN
BREAKWATER
TOES
BREAKWATER
EXCAVATION
TOP OF
BREAKWATER
FISH PASS (TYP)
BREAKWATER
0+00
1+00
0 8 0 9 0 1 0 1 0 1 0 1
PI STA = 2+43.91
N 17,203,689.24
E 1,300,672.10
R = 182.59'
D = 31°22'46.60"
Δ = 44°59'40.91" L = 143.39' T = 75.62' E = 15.04'
PI STA = 6+18.07
N 17,204,032.02 E 1,300,840.72 R = 1,500.00' D = 3°49'10.99" Δ = 23°5'18.88" L = 604.46' T = 306.39' E = 30.97'
PI STA = 13+88.39
N 17,204,539.95 E 1,301,430.87 R = 250.00' D = 22°55'5.92" Δ = 42°33'33.78" L = 185.70' T = 97.37' E = 18.29'
PI STA = 15+37.73
N 17,204,697.23 E 1,301,449.41 R = 250.00' D = 22°55'5.92" Δ = 14°18'29.67" L = 62.43' T = 31.38' E = 1.96'
PI STA = 16+43.93
N 17,204,796.67 E 1,301,487.64 R = 250.00' D = 22°55'5.92" Δ = 33°27'40.45" L = 146.00' T = 75.15' E = 11.05'
PI STA = 18+70.34
N 17,205,021.97 E 1,301,437.98 R = 115.84' D = 49°27'37.46" Δ = 53°3'30.60" L = 107.27' T = 57.83' E = 13.63'
PCSTA 1+68.29
P C
C
S T A
.6
P
C C
S T A
.6
8 P T
S T A
.1
P C
S T A
.0
P
TS
T A
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P
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T A
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P R
C
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P
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S T A
.7
P
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TA 17+14.78
P
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TA 18+12.51
P T
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PO
BSTA -0+55.00
N 17,203,406.27
E 1,300,768.43
P O
E S
T A
.6
N
,2
,0
.8
E ,3
,5
.8
PO
TSTA -0+00.00
2+ 43.91
P I S
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P I S
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P I S
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P
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U .S
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C T
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M A
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S W
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N O
W
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C
W
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B
D A
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A N
S I D
N U
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-0
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C H
B R
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-P L
A N
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:5
:1
P
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/2
/2
P D
A
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p lt c fg
D S
A
E C
S c re e n F u llS iz e .d s c ri p t
C H
IE
F
E
N G
A
N D
C O
N S
T
D
IV
N
SCALE IN FEET
0 100 200 300
1,3 ,50
X=
1,3 ,00
X=
1,3 ,50
X=
1,3 ,00
X= 1,3
,50
X= 1,3
,00
X=
1,3 ,00
X=
1,3 ,50
X=
1,3 ,00
X=
1,3 ,50
X= 1,3
,00
X= 1,3
,50
X=
17,205,500
Y
17,204,500
Y
17,204,000
Y
17,203,500
Y
17,203,000
Y
17,203,000
Y
17,203,500
Y
17,204,000
Y
17,204,500
Y
17,205,000
Y
17,205,500
Y
NUECES BAY
(BY OTHERS)
SOUTH BREAKWATER
CORPS BREAKWATER CONSTRUCTION LIMIT
FO
R IN
FO
RMATIO
10'
27.5'
27.5'
10'
10'
C
R A
M O
S
P .E
S T
A
-0
.0
T O
S T
A
.0
C O
R P
S B
R E
A K
W A
T E
R
C R
O S
S S
E C
T
IO
N S
3CH301
M A
N
E L
H
D C
T
W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
BRK-WTR
-0+10.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
END SLOPE OF BREAKWATER
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
0+00.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
1+50.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
BEGIN FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
1+60.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
BOTTOM OF SLOPE
IN FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
1+66.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
BOTTOM OF SLOPE
IN FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
1+77.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
END FISH PASS
TOP OF SLOPE
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
2+50.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
E V
IE
W
N
O T
F O
R C
O N
S T
R U
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IO
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C O
R P
U S
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IS
T I
S H
IP
C
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N N
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U P
P E
R H
A R
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L V
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R O
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0 5' 10' 10' 20'0
FO
R IN
FO
RMATIO
27.5'
27.5'
10'
27.5'
27.5'
10'
27.5'
C E
S A
R R
A M
O S
P
.E
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A
.5
T O
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A
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C O
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R O
P
.E
BRK-WTR
3+65.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
CENTER OF FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
5+00.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
5+67.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
CENTER OF FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
7+50.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
7+69.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
CENTER OF FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
9+71.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
CENTER OF FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
10+00.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
11+73.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
CENTER OF FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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K E
D B
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A W
N B
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D E
S
IG
N E
D B
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C O
N T
R A
C T
N O
S O
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IC
IT
A
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N N
O
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U E
D A
T E
S I Z
E
M A
R K
D E
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IP
T
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
B C
O E
S R
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W
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F O
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O N
S T
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IO
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C O
R P
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C H
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N N
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A S
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P E
R H
A R
B O
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E A
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M E
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IN
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O A
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G A
L V
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IL
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C O
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T
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IV
0 5' 10' 10' 20'0
FO
R IN
FO
RMATIO
27.5'
10'
27.5'
10'
27.5'
10'
C E
S A
R R
A M
O S
P
.E
S T
A
.0
T
O S
T A
.0
C O
R P
S B
R E
A K
W A
T E
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E C
T
IO
N S
3CH303
M
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R R
A M
O S
P
S E
C A
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R O
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.E
BRK-WTR
12+50.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
13+75.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
-5 -5
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
CENTER OF FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
15+00.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
15+77.26
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
CENTER OF FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
17+50.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
0 0
5 5
10 10
EL. +3.5'
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
17+79.50
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
0 0
5 5
10 10
EL. 0.0'
GEOTEXTILE
GROUND
EXISTING
CENTER OF FISH PASS
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
19+43.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
0 0
5 5
10 10
EL. +3.5'
END OF BREAKWATER
(FULL CROWN WIDTH)
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
19+50.00
-50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80
0 0
5 5
10 10
END SLOPE OF BREAKWATER
GEOTEXTILE
GROUND
EXISTING
APPROX. +3.5' EL.
SURFACE PRE-LOADING
MATERIAL PLACEMENT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
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M
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S U
B M
IT
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E D
B Y
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E C
K E
D B
Y
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A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
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A
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N N
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U E
D A
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S I Z
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M A
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S C
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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P S
O F
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G
IN
E E
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B C
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S H
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N N
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M P
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T R
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A S
P
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S W
G F
IL
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N O
W H
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W
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B
D A
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A N
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0 5' 10' 10' 20'0
FO
R IN
FO
RMATIO
FO
R IN
FO
RMATIO
24"
/8
A1
NOT TO SCALE
BREAKWATER FOUNDATION PRE-LOADING SECTIONS AND SEQUENCE - STEP 1 THROUGH 3
E16
NOT TO SCALE
SETTLEMENT PLATE
E1
NOT TO SCALE
BREAKWATER FOUNDATION PRE-LOAD EXCAVATION SECTIONS AND SEQUENCE - STEP 4
J1
NOT TO SCALE
BREAKWATER CONSTRUCTION SECTIONS AND SEQUENCE - STEP 5
20' ± 25'±
25'±20' ±
R A
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IT
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IN
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B R
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3CH502
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D C
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BRK-WTR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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N B
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N O
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SHEET ID
®of Engineers
US Army Corps
U .S
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T O
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IS
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T R
O A
D
G A
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T O
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T E
X A
S
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B E
R T
C
T H
O M
A S
P
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S W
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N O
W H
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W
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B
D A
T E
A N
S I
D
N U
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ALIGNMENT
250' ALONG
SETTLEMENT EVERY
TEST BREAKWATER
SETTLEMENT PLATES:
PLACED FILL
HYDRAULICALLY
1/2" DIA, 12" LONG BAR
WELD CONNECTION
BENEFICIAL USE SITE DREDGE
MATERIAL PLACEMENT EL. +3.0'±
EXISTING GROUND
EL. VARIES UP TO -3.0'
BAY MUD LEVEL
MARSH SIDE ← → BAY SIDECL
PRE-LOADING THE BREAKWATER FOUNDATION USING FILL PLACEMENT, SETTLEMENT PLATE INSTALLATION, AND SURVEY MONITORING
GENERAL SHEET NOTES
TO EL. -2.0'
EXCAVATE FILL
MARSH SIDE ← → BAY SIDECL
EXCAVATION OF PRE-LOAD FILL
REPOSE
REPOSE
BREAKWATER
RIPRAP
MIN. EL. +3.5'
MAX. EL. +4.0'
MARSH SIDE ← → BAY SIDECL
CONSTRUCTION OF BREAKWATER
EL. -2.0'
TOP OF FILL
EXISTING
UNDERLAYMENT
GEOTEXTILE
EXTEND BEYOND GEOTEXTILE
WIDTH SUFFICIENT TO
CONSTRUCT BREAKWATER
A. BUILD THE BREAKWATER STRUCTURE AS SHOWN IN J1 AND ON SHEET 3CH501.
6. STEP 5:
A. REMOVE THE HYDRAULIC FILL DOWN TO ELEVATION OF -2 FT AS SHOWN IN E1.
5. STEP 4:
OF A SUBSTANTIAL PERCENTAGE OF POTENTIAL TOTAL SETTLEMENT BEFORE PROCEEDING TO STEP 4.
D. THE PLOT OF CUMULATIVE SETTLEMENT (FOOT) VERSUS TIME (WEEKS) SHALL BE VERIFIED TO ENSURE THE COMPLETION C. A TYPICAL CUMULATIVE SETTLEMENT (FOOT) VERSUS TIME (WEEKS) PLOT IS AS SHOWN BELOW.
(FOOT) VERSUS TIME (WEEKS) PLOT AT CORRESPONDING SETTLEMENT PLATE LOCATION.
B. THE OBSERVATION PERIOD SHALL BE A MINIMUM OF 4 WEEKS, BASED ON THE TREND OF THE CUMULATIVE SETTLEMENT
OBSERVATION PERIOD.
A. FIELD SURVEYS SHALL BE CONDUCTED TO RECORD THE SETTLEMENT PLATES’ ELEVATION ON A WEEKLY BASIS FOR AN
4. STEP 3:
SHOWN IN A1.
B. SETTLEMENT PLATES TO BE INSTALLED ALONG THE ALIGNMENT AT 250 FT INTERVALS AND INITIAL ELEVATION OF +3 FT AS PROCEEDING TO STEP 3. THE ENTIRE ALIGNMENT SHALL BE CONSIDERED AS 250 FT LONG SEGMENTS.
A. THE TOTAL SETTLEMENT OF HYDRAULIC FILL OVER THE BREAKWATER ALIGNMENT SHALL BE SURVEYED BEFORE
3. STEP 2:
B. THE FILL PLACEMENT SHALL FOLLOW THE LIMITS OF THE BREAKWATER PLACEMENT SITES, AS SHOWN ON THE PLANS.
FROM CCSC WIDENING AND DEEPENING OPERATIONS. CONTINUE THE FILL PLACEMENT UP TO +3 FT AS SHOWN IN A1.
A. PLACE THE HYDRAULIC FILL AS OPEN WATER PLACEMENT USING THE PREDOMINENTLY GRANULAR DREDGED MATERIALS
2. STEP 1:
BREAKWATER CONSTRUCTION REFERENCED TO NAVD88 VERTICAL DATUM.1.
BREAKWATER CONSTRUCTION NOTES
FO
R IN
FO
RMATIO
FO
RMATIO
N O
NLY
M3ODXMAN
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M3ODXMAN
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DRAWING FOR REFERENCE ONLY
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RMATIO
N O
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RMATIO
N O
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RMATIO
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RMATIO
N O
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N O
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M3ODXMAN
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RMATIO
N O
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RMATIO
N O
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M3ODXMAN
FO
RMATIO
N O
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N O
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N O
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N O
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N O
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RMATIO
FO
RMATIO
FO
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| W912HY23B0026-PLANS |
| CORPUS CHRISTI SHIP CHANNEL - BENEFICIAL USE SITES - VOLUME 2 |
| GENERAL |
| 2G-001 COVER SHEET |
| 2G-002 INDEX OF DRAWINGS AND GENERAL NOTES |
| BENEFICIAL USE SITES - MARSH CONSTRUCTION |
| GENERAL |
| 2GE001 LOCATION MAP CORPUS CHRISTI SHIP CHANNEL |
| SURVEY |
| 2V-601 BENEFICIAL USE SITES COORDINATE TABLES |
| CIVIL |
| 2CE101 PLAN BENEFICIAL USE SITES DELTA 1A, 1B, 2A, 2B, 2C, 3, AND 4 |
| 2CE102 PLAN BENEFICIAL USE SITES BREAKWATER PLACEMENT |
| 2CE103 PLAN BENEFICIAL USE SITE ELBOW MARSH |
| 2CE104 PLAN BENEFICIAL USE SITE HORSESHOE (BEACH PLACEMENT) |
| 2CE105 PLAN BENEFICAL USE SITE INDUSTRIAL PLACEMENT AREA |
| 2CE301 CROSS SECTIONS INDUSTRIAL BU PLACEMENT AREA STA. 0+00.00 TO STA. 4+31.00 |
| 2CE302 CROSS SECTIONS INDUSTRIAL BU PLACEMENT AREA STA. 6+00.00 TO STA. 20+00.00 |
| 2CE303 CROSS SECTIONS INDUSTRIAL BU PLACEMENT AREA STA. 22+00.00 TO STA. 36+00.00 |
| 2CE304 CROSS SECTIONS INDUSTRIAL BU PLACEMENT AREA STA. 38+00.00 TO STA. 50+00.00 |
| 2CE305 CROSS SECTIONS INDUSTRIAL BU PLACEMENT AREA STA. 52+00.00 TO STA. 66+00.00 |
| 2CE306 CROSS SECTIONS INDUSTRIAL BU PLACEMENT AREA STA. 68+00.00 TO STA. 73+61.28 |
| 2CE501 TYPICAL SECTIONS THROUGH BENEFICIAL USE SITES (BUS) PLACEMENT AREAS |
| 2CE502 TYPICAL SECTIONS INDUSTRIAL BU PLACEMENT AREA AND OVERFLOW WEIR |
| CORPUS CHRISTI SHIP CHANNEL - BREAKWATER - VOLUME 3 |
| GENERAL |
| 3GH001 LOCATION PLAN BREAKWATER CONSTRUCTION |
| SURVEY |
| 3V-601 BREAKWATER ALIGNMENT TABLES |
| CIVIL |
| 3CH101 PLAN CORPS BREAKWATER STA. -0+20 Ł TO STA. 19+50 Ł |
| 3CH301 CROSS SECTIONS CORPS BREAKWATER STA. -0+10.00 TO STA. 2+50.00 |
| 3CH302 CROSS SECTIONS CORPS BREAKWATER STA. 3+65.50 TO STA. 11+73.50 |
| 3CH303 CROSS SECTIONS CORPS BREAKWATER STA. 12+50.00 TO STA. 19+50.00 |
| 3CH501 TYPICAL DETAILS MARSH BUS BREAKWATER PLAN, SECTIONS, AND 3D VIEW |
| 3CH502 TYPICAL DETAILS BREAKWATER FOUNDATION PRE-LOADING AND MONITORING |
| ATTACHMENTS |
| APPENDIX 'A' - AS-BUILT DRAWINGS FOR SHEETPILE AND ACB IN VIOLA TURNING BASIN (15 PAGES) |
| APPENDIX 'B' - CONSTRUCTION DRAWINGS FOR NUECES BAY BEACH EROSION PROTECTION |
File details come from the government source that posted it. Updated .