PRE-SOL_VOL-1_W912HY23B0026-Plans.pdf
PDF 45 MB Posted
- Solicitation number
- W912HY23B0026
About this file
This document provides details on a draft plans, specifications, surveys and geotechnical/geophysical data for an upcoming Corpus Christi Ship Channel improvement project. The U.S. Army Corps of Engineers Galveston District is making these documents available for information purposes only to allow industry time to review preliminary data prior to releasing final bid documents in June 2023 under Solicitation Number W912HY23B0026. The project will deepen the existing channel in Nueces and San Patricio Counties, Texas. A response to this special notice is not required, and no contract will be awarded based on it. Interested parties should continue monitoring SAM.gov for updates and the forthcoming final solicitation.
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Other files
| File | Type | Posted |
|---|---|---|
| Survey_cc_nueces_ALL.pdf | ||
| PRE-SOL_W912HY23B0026-Specs.pdf | ||
| PRE-SOL_VOL-2_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 # 1 - CORPUS CHRISTI SHIP CHANNEL
VICINITY MAP
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ALLOWABLE OVERDEPTH.
TOTAL REQUIRED DEPTH, PLUS THE ADDITIONAL
VARYING ADVANCED MAINTENANCE WILL ADJUST THE
DEPTHS ALSO REPRESENT THE AUTHORIZED DEPTH,
BE DONE IN THE NEW -54' TEMPLATE ONLY. THESE
LIMITS OF MAINTENANCE MATERIAL. ALL DREDGING WILL
IS SHOWN FOR REFERENCE ONLY, REPRESENTING THE
THE EXISTING CORPUS CHRISTI -45' CHANNEL TEMPLATE, 9.
DEPENDING ON SITE CONDITIONS.
SPECIFIED IN ORDER TO CALCULATE AND MAY VARY
SLIDING. THE SOFTWARE HAD TO HAVE A SLOPE
A PILE OF THE MATERIAL CAN MAINTAIN WITHOUT
MEASURING THE ANGLE OF THE STEEPEST INCLINE THAT
CONTENT. THE SLOPE OF REPOSE IS DETERMINED BY
SUCH AS ITS SIZE, SHAPE, DENSITY, AND MOISTURE
DEPENDING ON THE PROPERTIES OF THE MATERIAL,
COLLAPSING OR SLIDING DOWNHILL. THIS ANGLE VARIES
MATERIAL CAN BE PILED OR STACKED WITHOUT
REPOSE, REFERS TO THE MAXIMUM ANGLE AT WHICH
THE SLOPE OF REPOSE, ALSO KNOWN AS THE ANGLE OF 8.
GOVERNMENT.
NO REFERENCE LINE WILL BE ESTABLISHED BY THE 7.
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
MAPS, DATES VARY, UNLESS OTHERWISE NOTED.
AERIAL IMAGERY SOURCED FROM MICROSOFT BING 6.
ADJACENT CHANNEL SIDE SLOPES.
ALL CHANNEL END SLOPES SHALL BE EQUAL TO 5.
UPON REQUEST IN WRITING.
AVAILABLE) WILL BE FURNISHED TO THE CONTRACTOR
ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF 4.
SURVEY FEET. SEE SHEET 1V-601.
TO TEXAS STATE PLANE, NAD83, TEXAS SOUTH ZONE, U.S.
HORIZONTAL DATUM AND DISTANCES ARE REFERENCED 3.
VERTICAL DATUM OF 1988 (NAVD88) VERTICAL DATUM.
ELEVATIONS ARE REFERENCED TO NORTH AMERICAN
UPLAND (BUS, BREAKWATER, AND DIKE CONSTRUCTION) 2.
(MLLW). SEE SHEET 1V-601.
REFERENCED TO MEAN LOWER LOW WATER DATUM
HYDROGRAPHIC (CHANNEL DREDGING) ELEVATIONS ARE 1.
PROJECT GENERAL NOTES
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0 2,000 4,000 6,000
SHEET KEYNOTES
EXCAVATED MATERIAL ONLY
6. PLACEMENT AREA NO. 8 - SUNTIDE - FOR MECHANICALLY
(NOT AVAILABLE THIS CONTRACT)
5. PLACEMENT AREA NO. 6 - TULE LAKE
PLACEMENT AREA NO. 1-24.
VIOLA TURNING BASIN3.
TULE LAKE TURNING BASIN2.
CHEMICAL TURNING BASIN1.
GENERAL SHEET NOTES
STA. 158+555.72
SCHEDULE NO. 1
OF DREDGING
WESTERLY LIMIT
STA. 131+301.76
SCHEDULE NO. 1
OF DREDGING
EASTERLY LIMIT
877 5222 C
(Viola Turning Basin)
PID NO. DP0721
X=1,301,369.300
Y=17,197,490.790
NAVD99 EL.=7.87
877 5188 90011 C (White Point) TCOON
PID NO. DP0720
X=1,312,930.930
Y=17,203,045.260
NAVD88 EL.=4.32
877 5244 A (Nueces Bay) TCOON
PID NO. DP0723
X=1,311,978.510
Y=17,192,410.930
NAVD88 EL.=8.89
BENEFICIAL USE
PLACEMENT AREAS
(SEE SHEETS 2G-001 3G-001)
STA. 126+350
STA. 125+850 TO
OPTION NO. 3
LIMIT OF DREDGING
1CF101
1CN102
1CN103
1CN104
1CN105
1CN106
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INTERIOR DISCHARGE
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DISCHARGE POINT
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LIMITS OF OCEAN DREDGED
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UNCOMPACTED
COMPACTED FILL
HYDRAULIC FILL)
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MAJOR CONTOUR
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STAGING AREA
BORROW AREA (SUB-SURFACE)
STABILIZED SOILS
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EDGE OF CUT (DITCHING) PLANS
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BOTTOM LIMITS OF CHANNEL:
LOCATION OF PERMIT / UTILITY CROSSING
CHANNEL STATIONING TICKS
CHANNEL CENTERLINE
DREDGING LIMITS
EXISTING CHANNEL
NEW CIP CHANNEL
DREDGE PIPELINE ROUTE
WEIR SPILLWAY (NTS)
STRUCTURE (NTS)
DROP OUTLET
DISCHARGE CORRIDOR
PLACEMENT AREA (UNCONFINED PLACEMENT)
LIMITS OF OPEN WATER
LIMITS OF RIPRAP/ROCK
EXISTING DIKES DIKES TO REPAIR
NEW DIKE CONSTRUCTION DIKES BY OTHERS
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PLACEMENT AREAS
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USER DEFINED 800-
USER DEFINED 700-
SCHEDULES AND DIAGRAMS 600-
DETAILS 500-
LARGE SCALE VIEWS (SCALED UP REPRODUCTIONS OF PLANS, ELEVATIONS, OR SECTIONS THAT ARE NOT DETAILS) 400-
SECTIONS (SECTIONAL VIEWS, CROSS SECTIONS, ETC.) 300-
ELEVATIONS AND PROFILES (VERTICAL VIEWS) 200-
PLANS (HORIZONTAL VIEWS AND COMBINATION PLAN AND PROFILE) 100-
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STRUCTURED FILL (IN SECTION)
FILL (IN SECTION)
N
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GRID LOCATION (EDIT)
DITCH LINEVOLUME NUMBER (IF USED)
ACCESS ROUTE
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5.81'
150.12'150.11'
200'200'
400'
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-54' CIP CHANNEL ALIGNMENT
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(OFFSET VARIES)
ALIGNMENT
CHANNEL
EXISTING -45'
CENTERLINE OF
132+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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GOVERNMENT REPRESENTATIVE.
PLACEMENT OF MATERIAL TO BE DIRECTED BY 2.
TRANSPORTED TO THE PLACEMENT AREA.
AREAS OF THE CHANNEL. THE MATERIAL TO BE
EXCAVATED, IF ANY, FROM THE EMERGENT DREDGING
FOR PLACEMENT OF MATERIAL MECHANICALLY
INNER HARBOR PLACEMENT AREA NO. 8 TO BE UTILIZED 1.
FO
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INNER HARBOR PA NO. 8
ACCESS ROUTE TO
INNER HARBOR PA NO. 8
ACCESS ROUTE TO
1CN401
SHEET
INSET
SHEET 1CN401
APPROX. 2.27 AC.
CONTRACTOR STAGING AREA
RANGE "H"
R A N
G E "G
N 17,196,148.56
E 1,303,096.98
PI STA = 155+504.83
R = 5,279.62'
D = 1°5'6.81"
Δ = 23°53'0.41" L = 2,200.78' T = 1,116.61' E = 116.79'
4+
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P C
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SECTIONNO. 13
SECTIONNO. 10
SECTION NO. 9
REQUIRED DEPTH -56'
(2' ADV. MAINT.)
REQUIRED DEPTH -57'(3' ADV. MAINT.)
REQUIRED DEPTH -56'
(2' ADV. MAINT.)
REQUIRED DEPTH -57'
(3' ADV. MAINT.)
N
SCALE IN FEET
0 400 800 1,200
17,194,000Y=
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17,200,000Y=
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STA. 158+555.72
SCHEDULE NO. 1
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NUECES
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NUECES
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REQUIRED DEPTH -56'(2' ADV. MAINT.)
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SECTIONNO. 12
SECTIONNO. 11
SECTIONNO. 14
SEE SHEET 1CN401
EMERGENT CUT
SEE SHEET 1CN401
EMERGENT CUT
SEE SHEET 1CN401
EMERGENT CUT
SEE 1CN901 - H1
CULVERT CROSSING
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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D
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F
G
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1-30" PIPELINE
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STA. 151+189.45
1-20" PIPELINE
ENBRIDGE INGLESIDE
STA. 153+067.2
1-8" PIPELINE
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STA. 153+198.5
1-16" PIPELINE
PERMICO MIDSTREAM
STA. 153+203.4
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
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K
L
M
N
P
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B M
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C H
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GENERAL SHEET NOTES
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SCALE IN FEET
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X
,3
,0
X
,3
,0
X
,3
,0
X
CHANNEL CUT
APPROX. TOP OF
HORSESHOE
BUS
(BEACH
PLACEMENT)
(SEE SHEET 2CE104)
153+203.4
STA.
STA. 152+922.1
STA. 151+189.45
STA. 150+954.2
JO
E
FU
LTO
N C
O R R
ID
O R
NUECES
BAY
INNER HARBOR
PLACEMENT AREA
NO. 6 (TULE LAKE)
(NOT AVAILABLE)
S E C
TIO
N N
O . 6
S E C
TIO
N N
O . 9
STA. 152+874.8
STA. 153+067.2
STA. 152+935.8
153+198.45
STA.
FO
R IN
FO
RMATIO
TU
LE LA
K E
TU
R
N
IN
G B
A
SIN
"E"
RANGE
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
P L
A N
1CN104
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
CHANNEL
ELEV. @ C/L: -146.61'
1-12" PIPELINE
MAGELLAN PIPELINES HOLDING
PERMIT:140061
REIN: 140061, NO. 7370
STA. 128+663.0 AND STA. 145+959.2
ELEV. @ C/L: -124.30'
1-8" PIPELINE
MAGELLAN PIPELINES HOLDING
PERMIT:140061
REIN: 140061, NO. 7375
STA. 128+650.5 AND STA. 145+968.3
ELEV. @ C/L: -131.44'
1-12" PIPELINE
MAGELLAN PIPELINES HOLDING
PERMIT:140061
REIN: 140061, NO. 7365
STA. 128+628.5 AND STA. 145+977.3
1-8" PIPELINE
NUSTAR LOGISTICS (N6)
STA. 143+480.2
1-10" PIPELINE
ENCINA
STA. 143+273.3
QUESTIONABLE EXISTENCE
OPTION NO. 1 - GOVERNMENT REMOVAL
1-12" PIPELINE
NUSTAR LOGISTICS (N5)
STA. 139+843
1-20" PIPELINE
PHILLIPS
STA. 145+546.1
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 s h t1
C N
C H
A N
N E
L P
L A
N .d g n
:3
:5
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
PERMIT CROSSINGS
GENERAL SHEET NOTES
RANGE "B"
R A N
G E "F"
N 17,187,915.26
E 1,315,206.35
PI STA = 140+821.30
R = 3,769.83'
D = 1°31'11.46"
Δ = 13°51'45.18" L = 912.10' T = 458.29' E = 27.75'
N 17,189,496.54 E 1,311,996.19
PI STA = 144+395.31
R = 3,819.83' D = 1°29'59.84" Δ = 10°40'56.34" L = 712.18' T = 357.12' E = 16.66'
5+
6+
7+
P C
S T A
.0
P T
S
TA
.1
P C
S
TA
.1
P T
S
TA
+7 .3
0.
5+
7.
0.
6+
0.
0.
7+
7.
AT
C H
LI
N E S
TA
. 1
+0
.0
M A T
C H L
IN
E S
T A .0
SECTION NO. 6
SECTION NO. 5
SECTION NO. 4
REQUIRED DEPTH -56'
(2' ADV. MAINT.)
REQUIRED DEPTH -57'
(3' ADV. MAINT.)
N
SCALE IN FEET
0 400 800 1,200
17,186,000Y=
17,188,000Y=
17,190,000Y=
17,192,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
17,192,000Y=
17,190,000Y=
17,188,000Y=
17,186,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
CHANNEL CUT
APPROX. TOP OF
HORSESHOE
BUS
(BEACH
PLACEMENT)
(SEE SHEET 2CE104)
STA. 145+959.2
STA. 145+968.3
STA. 145+977.3
STA. 145+546.1
STA. 143+273.3
1-10" PIPELINE
ENCINA
GOVERNMENT REMOVAL
OPTION NO. 1
STA. 139+843
STA. 143+480.2
JOE FULTON CORRIDOR
NUECES
BAY
SECTION NO. 7
6+
5+
FO
R IN
FO
RMATIO
CHEMI
CAL
TURNI
NG
BASI
N
.2
.4
' 2
C
R A
M O
S
P .E
S T
A
.7
T
O S
T A
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
P L
A N
1CN105
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
CHANNEL
1-12" PIPELINE
NUSTAR
STA. 133+512.0
1-6" ETHYLENE PIPELINE
JAVELINA PIPELINE CO.
HEP MARKWEST
STA. 134+377.6
1-8" LPG PIPELINE
ENTERPRISE PRODUCTS
STA. 133+657.2
1-12" PIPELINE
NUSTAR
STA. 134+424.7
1-12" PIPELINE
MAVERICK
STA. 134+430.8
1-12" PIPELINE
(ABANDONED)
STA. 134+420.3
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 s h t1
C N
C H
A N
N E
L P
L A
N .d g n
:3
:4
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
PERMIT CROSSINGS
GENERAL SHEET NOTES
RANGE "C"
POE
STA 73+61.28
N 17,189,811.73
E 1,320,595.38
60+00
70+00
N 17,186,778.15
E 1,320,394.83
PI STA = 135+597.74
R = 3,313.52'
D = 1°43'44.95"
Δ = 38°32'46.70" L = 2,229.20' T = 1,158.64' E = 196.73'
P C S
TA
.1
P T
S T A
.3
.0
.5
.0
.9
.7
.7
.4
.8
S
T
C H L
IN
E S
T A .0
SECTION NO. 3
SECTIO
N N
O.
REQUIRED DEPTH -57'
(3' ADV. MAINT.)
REQUIRED DEPTH -56'
(2' ADV. MAINT.) REQUIR
ED D
EPT
H -
(3'
ADV.
MAIN
T.)
N
SCALE IN FEET
0 400 800 1,200
17,186,000Y=
17,188,000Y=
17,190,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
17,190,000Y=
17,188,000Y=
17,186,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
STA. 131+301.76
SCHEDULE NO. 1
OF DREDGING
EASTERLY LIMIT
CHANNEL CUT
APPROX. TOP OF
INDUSTRIAL
BUS
(SEE SHEET 2CE105)
PIPELINE ROUTE
APPROX. DREDGE
HORSESHOE BUS
(BEACH PLACEMENT)
(SEE SHEET 2CE104)
STA. 134+377.6
STA. 134+430.8
STA. 134+424.7
STA. 133+512.0
INNER HARBOR
PLACEMENT AREA
NO. 3B
(NOT AVAILABLE)
NUECES
BAY
JOE FULTON CORRIDOR
E.
NAV
IGATI
ON B
LVD.
SECTIO
N N
O.
REQUIR
ED D
EPT
H -
(2'
ADV.
MAIN
T.)
SECTIONNO. 4
M A T C
H L
IN
E S
TA
. 1
.7
SECTIO
N
NO.
OPT
. N
O.
STA. 133+657.2
134+420.3
STA.
SEE 1CN901 - A1
CULVERT CROSSING
FO
R IN
FO
RMATIO
CHEMI
CAL
TURNI
NG
BASI
N
CANAL RANGE
INDUSTRIAL
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.7
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
P L
A N
1CN106
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
CHANNEL
ELEV. @ C/L: -146.61'
1-12" PIPELINE
MAGELLAN PIPELINES HOLDING
PERMIT:140061
REIN: 140061, NO. 7370
STA. 128+663.0 AND STA. 145+959.2
ELEV. @ C/L: -124.30'
1-8" PIPELINE
MAGELLAN PIPELINES HOLDING
PERMIT:140061
REIN: 140061, NO. 7375
STA. 128+650.5 AND STA. 145+968.3
ELEV. @ C/L: -131.44'
1-12" PIPELINE
MAGELLAN PIPELINES HOLDING
PERMIT:140061
REIN: 140061, NO. 7365
STA. 128+628.5 AND STA. 145+977.3
100' WIDE MULTIPLE PIPELINE COMPANIES
SIXTEEN VARIOUS SIZE PIPELINES
STA. 126+250
STA. 125+962 TO
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 s h t1
C N
C H
A N
N E
L P
L A
N .d g n
:3
: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
PERMIT CROSSINGS
OPTION NO. 3 MATERIAL PLACEMENT.
SEE SHEET 1CN108 FOR PLAN VIEW OF PLACEMENT AREA NO. 1-2 FOR 1.
GENERAL SHEET NOTES
RANGE "C"
RANGE "
A"
N 17,190,153.96
E 1,327,260.00
PI STA = 128+187.90
R = 4,131.86'
D = 1°23'12.05"
Δ = 49°31'51.22" L = 3,571.90' T = 1,906.17' E = 418.50'
P C
S T A
.7
P T S
TA
.6
P O
B S T A
.1
N
,1
,0
.5
E ,3
,7
.0
.0
.1
S
.0
.5
.0
.9
.7
.7
P O
T S T A
.1
.0
.8
S
T C
H L
IN
E S
TA
. 1
.7
SECTIONNO. 16
REQUIRED DEPTH -57'
(3' ADV. MAINT.)
REQUIRED DEPTH -56'
(2' ADV. MAINT.)
(PREVIOUS CONTRACT)
N
SCALE IN FEET
0 400 800 1,200
17,186,000Y=
17,188,000Y=
17,190,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
17,190,000Y=
17,188,000Y=
17,186,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
CHANNEL CUT
APPROX. TOP OF
INDUSTRIAL
BUS
(SEE SHEET 2CE105)
STA. 128+628.5
STA. 128+650.5
STA. 128+663.0
INNER HARBOR
PLACEMENT AREA
NO. 3B
(NOT AVAILABLE)
NUECES
BAY
JOE FULTON CORRIDOR
REQUIR
ED D
EPT
H -
(2'
ADV.
MAIN
T.)
REQUIR
ED D
EPT
H -
(2'
ADV.
MAIN
T.)
(PREVIO
US C
ONTRACT)
OPTIONNO. 3
INNER HARBOR
PLACEMENT AREA
NO. 3A
(NOT AVAILABLE)
STA. 125+960.50
SECTIO
N N
O.
REQUIR
ED D
EPT
H -
(3'
ADV.
MAIN
T.)
(PREVIO
US C
ONTRACT)
STA. 126+250
STA. 125+962 TO
SEE 1CN901 - A1
CULVERT CROSSING
STA. 131+301.76
SCHEDULE NO. 1
OF DREDGING
EASTERLY LIMIT
OPTION NO. 3
DREDGING
LIMITS OF
(SEE COVER SHEET
FOR WORK LOCATION)
1CN107
1CN109
(IN CORPUS
CHRISTI BAY)
FO
R IN
FO
RMATIO
TURNI
NG
BASI
N
HEMI
CAL
C
.1
S
T
0'
C
R A
M O
S
P .E
P L
A C
E M
E N
T A
R E
A N
O
-2
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
L O
C A
T
IO
N P
L A
N
1CN107
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
CHANNEL
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 s h t1
C N
P A
-2
P L
A N
.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
PERMIT CROSSINGS
GENERAL SHEET NOTES
PLACEMENT
AREA 1-2
SCALE IN FEET
0 800 1,600 2,400
N
17,185,000Y=
17,190,000Y=
17,195,000Y=17,195,000Y=
17,185,000Y=
17,190,000Y=
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
,3
,0
X
SECTIONNO. 16
OPT.NO. 3
S T A
S T
A
ROUTE
PIPELINE
DISCHARGE
PLACEMENT
AREA 3A
(NOT AVILABLE)
PLACEMENT
AREA 3B
(NOT AVILABLE)
DISCHARGE
CORRIDOR
FO
R IN
FO
RMATIO
150'250'
400'
150'250'
400'
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.0
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N S
1CN301
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
CHANNEL
125+850.00
-500 -400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
125+900.00
-500 -400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
126+000.00
-500 -400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
126+100.00
-500 -400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
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
N
P
IP
E
-X
.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' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
150'250'
150'250'
400'
150'252.22'
150'250'
402.22'
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.0
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N S
1CN302
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
CHANNEL
126+200.00
-500 -400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
126+300.00
-500 -400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
126+350.00
-500 -400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
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
N
P
IP
E
-X
.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' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
167.91'158.34'
40.85'
200'200'
400'
37.02'
150.11'150.11'
29.22'
150.11'150.11'
21.42'
150.12'150.11'
13.62'
150.12'150.11'
5.81'
150.12'150.11'
200'200'
400'
C
R A
M O
S
P .E
S T
A
.7
T
O S
T A
.0
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N S
1CN303
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
CHANNEL
131+301.76
-400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
131+400.00
-400 -300 -200 -100 0 100 200 300 400 500
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
131+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
131+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
132+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
132+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
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
N
.7
.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' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
150.09'150.11'
1.99'
200'200'
400'
148.89'150.11'
9.79'
117.67'82.48'
17.59'
100.08'100.08'
25.39'
100.08'100.08'
25.47'
400'
200'200'
100.08'100.08'
33.2'
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.0
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N S
1CN304
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
CHANNEL
132+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
132+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
132+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
133+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
133+002.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
133+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
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
N
.0
.d g n
:4
:4
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' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
200'200'
100.08'100.08'
41'
100.08'100.08'
48.8'
150.11'146.05'
56.6'
150.11'150.11'
64.4'
150.11'150.11'
72.21'
400'
200'200'
150.11'150.11'
80.01'
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.0
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N S
1CN305
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
CHANNEL
133+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
133+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
133+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
134+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
134+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
134+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
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
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M A
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D E
S C
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IP
T
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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
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B C
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S R
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W
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F O
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S T
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C T
IO
N
C O
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U S
C H
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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
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C H
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F
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
200'200'
150.11'150.11'
81.53'
149.6'150.42'
84.25'
400.03'
196.35'203.68'
207.05'150.42'
76.13'
400.17'
191.9'208.26'
251.82'150.42'
57.09'
400.26'
187.42'212.84'
251.46'150.42'
37.64'
400.36'
182.93'217.42'
400.45'
162.12'238.34'
250.79'150.42'
20.18'
C
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A
.1
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C H
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T I
S H
IP
C
H A
N N
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C R
O S
S S
E C
T
IO
N S
1CN306
M A
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D C
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W
D E
C
R A
M O
S
P
C A
S T
R O
P
.E
CHANNEL
134+439.10
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
134+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
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-10 -10
0 0
10 10
134+800.00
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-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
135+000.00
-400 -300 -200 -100 0 100 200 300 400
-70 -70
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
135+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
135+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
1' SIDE SLOPE OVR'D (NEW)
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
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
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G
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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
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
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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' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
250.79'150.42'
3.85'
173.96'226.58'
400.55'
250.6'150.29'
10.43'
169.48'231.17'
400.64'
250.5'150.25'
19.51'
166.25'234.46'
400.71'
250.42'150.22'
22.75'
164.99'221.66'
386.65'
250.35'150.15'
33.11'
160.51'184.88'
345.39'
250.29'119.97'
41.42'
156.03'161.39'
317.42'
C
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IP
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H A
N N
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C R
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S S
E C
T
IO
N S
1CN307
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
CHANNEL
135+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
135+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
135+943.87
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
136+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
136+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
136+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
E
F
G
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B M
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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
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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
10' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
236.69'103.09'
47.64'
151.67'150.74'
302.4'
228.88'100.71'
49.29'
150'150'
300'
208.9'100'
50'
200'100'
50' 200'100'
50'
150'150'
300'
C
R A
M O
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P .E
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T
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T A
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C O
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C H
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T I
S H
IP
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N S
1CN308
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
CHANNEL
136+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
136+668.31
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
136+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
137+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
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-10 -10
0 0
10 10
137+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
137+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
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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C
D
E
F
G
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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
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
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D
N U
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-0
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P D
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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
10' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
200'100'
50'
150'150'
300'
300'
150'150'
200'100'
50'
C
R A
M O
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P .E
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A
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T
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C O
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C H
R
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T I
S H
IP
C
H A
N N
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C R
O S
S S
E C
T
IO
N S
1CN309
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
CHANNEL
137+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
137+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
138+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
138+002.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
138+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
138+350.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
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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E
F
G
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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
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IS
S
U E
D A
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S I Z
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M A
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D E
S C
R
IP
T
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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
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
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D
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P D
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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
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
300'
150'150'
200'100'
50'
300'
150'150'
200'100'
50'
C
R A
M O
S
P .E
S T
A
.0
T
O S
T A
.0
C O
R P
U S
C H
R
IS
T I
S H
IP
C
H A
N N
E L
C R
O S
S S
E C
T
IO
N S
1CN310
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
CHANNEL
138+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
138+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
138+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
139+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
139+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
139+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
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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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
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
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A
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IO
N N
O
IS
S
U E
D A
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S I Z
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M A
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D E
S C
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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
E N
G
IN
E E
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B C
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S R
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W
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C O
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C
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N N
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A S
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M E
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T R
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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
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N
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P D
A
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p lt c fg
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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
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
200'100'
50'
300'
150'150'
200'100'
50'
C
R A
M O
S
P .E
S T
A
.0
T
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C O
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1CN311
M A
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P
C A
S T
R O
P
.E
CHANNEL
139+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
139+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
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10 10
140+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
140+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
140+363.01
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
140+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
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
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IS
S
U E
D A
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S I Z
E
M A
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D E
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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P S
O F
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G
IN
E E
R S
B C
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W
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T R
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D A
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A N
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P
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/2 /2
P D
A
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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
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
200'100'
50'
300'
150'150'
200'100'
50'
C
R A
M O
S
P .E
S T
A
.0
T
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.0
C O
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IS
T I
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1CN312
M A
N
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H
D C
T
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C
R A
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S
P
C A
S T
R O
P
.E
CHANNEL
140+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
140+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
141+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
141+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
141+275.11
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
141+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
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
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F O
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IO
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C O
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C H
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A S
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C H
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M P
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M E
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P R
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L V
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F
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T P
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T R
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D
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C
T H
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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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-0
C
N
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/2 /2
P D
A
E C p d f.
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
E
N G
A
N D
C O
N S
T
D
IV
10' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
200'100'
50'
200'100'
50'
150'150'
300'
C
R A
M O
S
P .E
S T
A
.0
T
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T A
.0
C O
R P
U S
C H
R
IS
T I
S H
IP
C
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S S
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1CN313
M A
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D C
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C
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C A
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R O
P
.E
CHANNEL
141+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
141+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
142+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
1' SIDE SLOPE OVR'D (NEW)
-56' REQ'D. (NEW)
-1' OVR'D. (NEW)
142+002.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
142+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
142+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
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
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D B
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D R
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C O
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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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G
IN
E E
R S
B C
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S R
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W
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C O
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A S
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C H
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M P
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M E
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P R
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L V
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IS
T
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F
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T P
O
IN
T R
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D
G A
L V
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T O
N
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X A
S
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B E
R T
C
T H
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A S
P
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S W
G F
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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
S I
D
N U
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-0
-0
C
N
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:5
:4
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
10' 20'0 100' 200'0
VERTICAL HORIZONTAL
FO
R IN
FO
RMATIO
150'150'
300'
200'100'
50'
150'150'
300'
C
R A
M O
S
P .E
S T
A
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T
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T A
.0
C O
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C H
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IS
T I
S H
IP
C
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N N
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C R
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S S
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1CN314
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
CHANNEL
142+500.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
142+600.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
142+800.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
143+000.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
143+200.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
143+400.00
-400 -300 -200 -100 0 100 200 300 400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
10 10
-45' (EXIST.)
-47' REQ'D. (EXIST.)
-1' OVR'D. (EXIST.)
1' SIDE SLOPE OVR'D (NEW)
-57' REQ'D. (NEW)
-1' OVR'D. (NEW)
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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P
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B Y
C H
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US Army Corps
U .S
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