B.08.02_W912HY22B0018-Plans 08082022.pdf
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- Solicitation number
- W912HY22B0018
About this file
This solicitation is for pipeline dredging services along the Gulf Intracoastal Waterway in Texas. The U.S. Army Corps of Engineers Galveston District is seeking bids to dredge a segment of the waterway running from Corpus Christi to Port Isabel in Nueces, Kleberg, Kenedy, Willacy, and Cameron counties. Interested parties should review the plans dated August 8, 2022 for project details and specifications. The solicitation number is W912HY22B0018 and the response deadline has not been provided. The agency intends to award a contract for these dredging services but does not specify an anticipated award date.
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PIPELINE DREDGING
AND CHANNEL TO HARLINGEN
CORPUS CHRISTI TO PT. ISABEL
GULF INTRACOASTAL WATERWAY, TEXAS
W912HY22B0018
AUGUST 2022
W912HY22C____
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ISSUE DATE:
of Engineers
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 BRANCH
WILLIE JOE HONZA, P.E.
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7. CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL
GOVERNMENT.
6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE
DESCRIBED IN THE SPECIFICATIONS.
ANY CURRENT OBSTRUCTIONS IN THE WORK AREA, AS
BEEN MOVED. SITE VISIT SHOULD BE MADE TO VERIFY
TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE
THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE
UNLESS OTHERWISE NOTED. OBSTRUCTIONS VISIBLE IN
AGRICULTURE IMAGERY PROGRAM (NAIP), DATED 2018,
5. AERIAL IMAGERY SOURCED FROM THE NATIONAL
CHANNEL SIDE SLOPES.
4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT
UPON REQUEST IN WRITING.
AVAILABLE) WILL BE FURNISHED TO THE CONTRACTOR
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF
SURVEY FEET
TO TEXAS STATE PLANE, NAD83, TEXAS SOUTH ZONE, U.S.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED
DATUM(LWD), UNLESS OTHERWISE NOTED
1. ELEVATION ARE REFERENCED TO LOW WATER
GENERAL PROJECT NOTES
BOTTOM LIMITS OF CHANNEL:
LOCATION OF CROSS SECTIONS
DREDGE PIPELINE ROUTE
WEIR SPILLWAY (NTS)
STRUCTURE (NTS)
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TYPICAL SYMBOLOGY FOR SMALL SCALE DRAWINGS:
RESPONSIBLE SURVEYOR D. JOHNSON5.
DISTANCE ARE IN U.S. SURVEY FEET4.
CONDITION SURVEYS AS JULY 20223.
ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW)2.
CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS1.
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W
\1
-0
C
C t o P tI s a b e l a n d C
T H
F Y
\1
-0
C
-1 P
L A
N .d g n
:2
:5
P
M
/5 /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 O
R P
U S
C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
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P
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C O
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U S
C H
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IS
T I
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S
ID
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T O
F F
IC
E
OPEN WATER
PLACEMENT AREA NO. 222
OWPA NO. 223
(NOT AVAILABLE THIS CONTRACT)
SECTION NO. 14
(SCHEDULE NO. 1)
X=1353942.9959
Y=16693025.1311
X=1353388.4102
Y=16692796.1504
C .S
C .S
C .S
C .S
C .S
C .S
DAYBEACON 98
TIDE STAFF
GULF INTRACOASTAL WATERWAY
N
SCALE IN FEET
0 500 1,000 1,500 1 ,7
,5
Y
,7
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,7
,5
Y
,7
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
1,357,500
X=
1,355,000
X=
1,352,500
X=
1,350,000
X=
1,347,500
X=
1,347,500
X= 1,350,000
X=
1,352,500
X=
1,355,000
X=
1,357,500
X=
SOUTHERN LIMIT
OF DREDGING
STA. 1837+000
SCHEDULE NO.1
M A
T C
H L
IN
S
T A
M
A T
C H
L
IN
S T
A
S M
IT
H
P
.E
S C
H E
D U
L E
N O
S T
A
T O
S T
A
P L
A N
01C-102
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
IWW
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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K E
D B
Y
D R
A W
N B
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D E
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IG
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D B
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C O
N T
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N O
S O
L
IC
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A
T
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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
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
T
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A S
C O
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U S
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X A
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N O
W H
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W
H Y
B
A U
G U
S T
A N
S I
D
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W
-1 G
IW
W
\1
-0
C
C t o P tI s a b e l a n d C
T H
F Y
\1
-0
C
-1 P
L A
N .d g n
:2
:5
P
M
/5 /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 O
R P
U S
C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
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P
.E
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
OWPA NO. 221
(NOT AVAILABLE THIS CONTRACT)
OPEN WATER
PLACEMENT AREA NO. 222
OPEN WATER PLACEMENT AREA NO. 221A
SECTION NO. 11
(SCHEDULE NO. 1)
SECTION NO. 12
(SCHEDULE NO. 1)
SECTION NO. 13
(SCHEDULE NO. 1)
X=1348465.3418
Y=16704719.7568
X=1349019.9278
Y=16704948.7369
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
GULF INTRACOASTAL WATERWAY
X=1349693.9086
Y=16708042.3160
X=1349136.0546
Y=16707811.8391
N
1,347,500
X=
1,350,000
X=
,7
,5
Y
SCALE IN FEET
0 500 1,000 1,500
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
1,345,000
X=
1,342,500
X=
1,352,500
X=
1,352,500
X=
1,350,000
X=
1,347,500
X=
1,345,000
X=
1,342,500
X=
M A
T C
H L
IN
S
T A
M
A T
C H
L
IN
S T
A
M A
T C
H L
IN
S
T A
M
A T
C H
L
IN
S T
A
.5
A
S M
IT
H
P
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01C-103
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
IWW
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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K E
D B
Y
D R
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N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
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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
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IP
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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
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R S
IW
W
-0
G U
L F
I N
T R
A C
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A L
W A
T E
R W
A Y
T
E X
A S
C O
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IS
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IS
A B
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A N
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D R
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G A
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T O
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IS
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T
F
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IN
T R
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G A
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T O
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X A
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S W
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N O
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W
H Y
B
A U
G U
S T
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\1
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C
C t o P tI s a b e l a n d C
T H
F Y
\1
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C
-1 P
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N .d g n
:2
:1
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/5 /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 O
R P
U S
C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
E Z
P
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C O
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U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
P.I. STA. 1808+912.60
CURVE NO. 16
X=1342072.11 Y=16723325.91
R=5730.00'
L=1895.32' T=956.40'
P .C S
T A .2
P .T S
T A .5
P .I S
T A .6
OWPA NO. 221
(NOT AVAILABLE THIS CONTRACT)
OPEN WATER PLACEMENT AREA NO. 221A
L A G U N A M A D R E
S22°26'10"E
OWPA NO. 221
(NOT AVAILABLE THIS CONTRACT)
OPEN WATER PLACEMENT AREA NO. 221A
.5
' PERMIT NO. 10401
1 - 8 5/8" PIPELINE
MOBIL OIL CORP.
STA. 1814+938±
SECTION NO. 10
(SCHEDULE NO. 1)
SECTION NO. 11
(SCHEDULE NO. 1)
SECTION NO. 9(SCHEDULE NO. 1)
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
GULF INTRACOASTAL WATERWAY
X=1342573.2864
Y=16725042.4762
X=1343172.1754
Y=16725078.9330
N
SCALE IN FEET
0 500 1,000 1,500
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
1,345,000
X=
1,342,500
X=
1,340,000
X=
1,337,500
X=
1,347,500
X=
1,347,500
X=
1,345,000
X=
1,340,000
X= 1,337,500
X=
1,342,500
X= M
A T
C H
L
IN
S T
A
M A
T C
H L
IN
S
T A
M A T
C H
L
IN
S
T A
M A T
C H
L
IN
S
T A
S M
IT
H
P
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S C
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D U
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N O
S T
A
T O
S T
A
P L
A N
01C-104
A D
E L
L L
A N
O
A
S M
IT
H
P
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L
IZ
O N
D O
IWW
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
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S
U E
D A
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S I Z
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M A
R K
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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R S
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W
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G A
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T O
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X A
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S W
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N O
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W
H Y
B
A U
G U
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\1
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C
C t o P tI s a b e l a n d C
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\1
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C
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F u ll
S iz e .d s c ri p t
C O
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T I, T X
N
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ID
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P.I. STA. 1808+912.60
CURVE NO. 16
X=1342072.11
Y=16723325.91
R=5730.00'
L=1895.32'
T=956.40'
P .C S
T A .2
P .T S
T A .5
P .I S
T A .6
OWPA NO. 220
OWPA N
O.
(N
OT A
VAIL
ABLE
THIS
CONTRACT)
'6
O W
P A
N O /7
(N O
T A
V A
IL
A B
L E
T H
IS
C
O N
T R
A C
T
L A G U N A
M A D R E
S3°29'3"E
S2 2°2
6'1 0"E
OPEN W
AT
ER P
LACEMENT A
REA N
O.
1A
42+000
STA. 42+071.82
STA. 42+105.10
S T A . 4
.0
A . 4
.9
+0
STA
. 4
2+
0.3
STA
. 4
2+
5.8
S T A .1
A .2
2+
S T A .4
A
STA
. 1
+9
+9
2+000S T A . 0
.3
A . 1
STA. 1+950.27
STA. 1+992.04
BK. STA. 45+051.33
FWD. STA. 2+980.00
P.I. STA. 43+161.23
N.E. WYE
X=1341663.85
Y=16730031.18
R=1909.96'
L=2980.19'
T=1890.10'
P.I. STA. 43+161.23
S.E. WYE
X=1341663.85
Y=16730031.18
R=1870.45'
L=2957.64'
T=1890.10'
P.I. STA. 1+890.10
S.W. WYE
X=1341663.85
Y=16730031.18
R=1909.96'
L=2980.19'
T=1890.10'
P.I. STA. 1+890.10
N.W. WYE
X=1341663.85
Y=16730031.18
R=1870.45'
L=2957.64'
T=1890.10'
S.E. WYE P.C. STA.41+271.13
N.E. WYE P.C. STA. 41+271.13
N.W. WYE P.T. STA. 2+957.64
S.E. WYE P.T. STA.2+980.19
S .W
W Y
E P .C S
T A
S .E
W Y
E P .T S
T A .7
N .E
W Y
E P .T S
T A .3
N .W
W Y
E P .C S
T A
N .E . W
Y E P .I. S
TA
. 43+161.23
S .W . W
Y E P .I. S
TA
. 1+890.10
N .W
W Y E P .I S T A .1
S .E
W Y E P .I S T A .2
IN
T
E R
S E
C T
IO
N
G
IW
W S
T A .9
P O
R T M
A N
S F
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L D S
T A
SECTION NO. 8
(SCHEDULE NO. 1)
SECTIO
N N
O. 9
(SCHEDULE N
O. 1
DO NOT DREDGE BETWEEN
STA. 1772+000 TO STA. 1798+000
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
SECTION NO. 7
(SCHEDULE NO. 1)
C .S
C .S
C .S
C .S
D A
Y B E
A C
O N
T
ID
E S
T A F F
GULF INTRACOASTAL WATERWAY
X=1342573.2864
Y=16725042.4762
X=1343172.1754
Y=16725078.9330
N
SCALE IN FEET
0 500 1,000 1,500
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
1,340,000X=
1,342,500X=
1,345,000X=
1,340,000X=
1,342,500X=
1,345,000X=
O W
P
(N O
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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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F
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M A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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P
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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 O
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C H
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IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
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N A
N D
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P
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C O
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C H
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OWPA NO. 220
O W
P A
N O /7
(N O
T A
V A
IL
A B
L E
T H
IS
C
O N
T R
A C
T
OWPA NO. 219
(NOT AVAILABLE THIS CONTRACT)
42+000
STA. 42+071.82
STA. 42+105.10
S T A . 4
A . 4
+0
STA
. 4
2+
0.3
STA
. 4
2+
5.8
S T A
A
2+
S T A
A
+9
+9
2+000S T A . 0
.3
A . 1
STA. 1+950.27
STA. 1+992.04
BK. STA. 45+051.33
FWD. STA. 2+980.00
P.I. STA. 43+161.23
N.E. WYE
X=1341663.85
Y=16730031.18
R=1909.96'
L=2980.19'
T=1890.10'
P.I. STA. 43+161.23
S.E. WYE
X=1341663.85
Y=16730031.18
R=1870.45'
L=2957.64'
T=1890.10'
P.I. STA. 1+890.10
S.W. WYE
X=1341663.85
Y=16730031.18
R=1909.96'
L=2980.19'
T=1890.10'
P.I. STA. 1+890.10
N.W. WYE
X=1341663.85
Y=16730031.18
R=1870.45'
L=2957.64'
T=1890.10'
S.E. WYE P.C. STA.41+271.13
N.E. WYE P.C. STA. 41+271.13
N.W. WYE P.T. STA. 2+957.64
S.E. WYE P.T. STA.2+980.19
S .W
W Y
E P .C S
T A
S .E
W Y
E P .T S
T A .7
N .E
W Y
E P .T S
T A .3
N .W
W Y
E P .C S
T A
N .E . W
Y E P .I. S
TA
. 43+161.23
S .W . W
Y E P .I. S
TA
. 1+890.10
N .W
W Y E P .I S T A .1
S .E
W Y E P .I S T A .2
IN
T
E R
S E
C T
IO
N
G
IW
W S
T A .9
P O
R T M
A N
S F
IE
L D S
T A
S3°29'3"E
SECTION NO. 8
(SCHEDULE NO. 1)
DO NOT DREDGE BETWEEN
STA. 1772+000 TO STA. 1798+000
C .S
C .S
C .S
SECTION NO. 7
(SCHEDULE NO. 1)
X=1342001.8876
Y=16737730.1183
X=1342700.5916
Y=16737772.6521
C .S
C .S
C .S
C .S
D A
Y B E
A C
O N
T
ID
E S
T A F F
GULF INTRACOASTAL WATERWAY
N
SCALE IN FEET
0 500 1,000 1,500
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
1,345,000X=
1,342,500X=
1,340,000X=
1,345,000X=
1,342,500X=
1,340,000X=
O W
(N O
T A
V A
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DISCHARGE CORRIDOR
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A
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01C-106
A D
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L L
A N
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S M
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D O
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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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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
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
T
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A S
C O
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C H
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T I
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A B
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N N
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T R
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T O
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X A
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S W
G F
IL
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N O
W H
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W
H Y
B
A U
G U
S T
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S I
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\1
-0
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C t o P tI s a b e l a n d C
T H
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\1
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:5
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/5 /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 O
R P
U S
C H
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IS
T I, T X
N
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H A
P A
R R
A L
S T
P A
B L
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N A
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OPEN WATER PLACEMENT AREA NO. 217
OPEN WATER PLACEMENT AREA NO. 216
S18°7'50"E
OPEN WATER PLACEMENT AREA NO. 217
.5
PERMIT NO. 16979
6 5/8" PIPELINE
PETROLEUM, LTD.
HUGHES TEXAS
STA. 1776+297±
SECTION NO. 5
(SCHEDULE NO. 1)
SECTION NO. 6
(SCHEDULE NO. 1)
X=1334102.0360 Y=16764772.8526
X=1335049.1208 Y=16765082.9569
X=1335550.2626 Y=16763563.4679
X=1334586.0206 Y=16763247.7458
X=1338164.1173 Y=16755580.5372
X=1337199.8753 Y=16755264.8153
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
DO NOT DREDGE BETWEEN
STA. 1772+000 TO STA. 1798+000
GULF INTRACOASTAL WATERWAY
NSCALE IN FEET
0 500 1,000 1,500
1,340,000
X=
1,337,500
X=
1,335,000
X=
1,332,500
X= 1,330,000
X=
1,330,000
X=
1,332,500
X=
1,335,000
X=
1,337,500
X=1,340,000
X=
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,5
Y
M A
T C
H L
IN
S
T A
M
A T
C H
L
IN
S T
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H
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01C-107
A D
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L L
A N
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A
S M
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H
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L
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D O
IWW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
M
N
P
S U
B M
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T
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B Y
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K E
D B
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N B
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D E
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D B
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N N
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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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®of Engineers
US Army Corps
U .S
A
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O R
P S
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R S
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W
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G U
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A C
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W A
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T
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A S
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X A
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\1
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OPEN WATER PLACEMENT AREA NO. 216
L A G U N A M A D R E
R E D F IS H B A Y
S18°7'50"E
OPEN WATER PLACEMENT AREA NO. 216 OWPA NO. 215
(NOT AVAILABLE THIS CONTRACT)
.5
SECTION NO. 3
(SCHEDULE NO.1)
SECTION NO. 4
(SCHEDULE NO. 1)
X=1332435.2667 Y=16773065.8877
X=1331488.1819 Y=16772755.7832
DO NOT DREDGE BETWEEN
STA. 1728+000 TO STA. 1754+000
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
GULF INTRACOASTAL WATERWAY
N
SCALE IN FEET
0 500 1,000 1,500
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,5
Y
,7
,0
Y
,7
,0
Y
1,335,000
X=
1,332,500
X=
1,330,000
X=
1,327,500
X=
1,325,000
X=
1,325,000
X=
1,327,500
X=
1,330,000
X=
1,332,500
X=
1,335,000
X=
M A
T C
H L
IN
S
T A
M
A T
C H
L
IN
S T
A
.5
A
S M
IT
H
P
.E
S C
H E
D U
L E
N O
S T
A
T O
S T
A
P L
A N
01C-108
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
IWW
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
IG
N E
D B
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C O
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N O
S O
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A
T
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N N
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S
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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
Y C
O R
P S
O F
E N
G
IN
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R S
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
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R W
A Y
T
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A S
C O
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C H
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IS
T I
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A B
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A N
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B
A U
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A N
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\1
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C
C t o P tI s a b e l a n d C
T H
F Y
\1
-0
C
-1 P
L A
N .d g n
:3
:1
P
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/5 /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 O
R P
U S
C H
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IS
T I, T X
N
C
H A
P A
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A L
S T
P A
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E R
N A
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C H
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IS
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S
ID
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F F
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E
(NOT AVAILABLE THIS CONTRACT
OPEN WATER PLACEMENT AREA NO. 212
R IN C O N D E S A N JO S E
SAN JOSE
RINCON DE
L A G U N A M A D R E
L A G U N A M A D R E
S12°9'53"E
S12°9'53"E
OPEN WATER PLACEMENT AREA NO. 212
.5
SECTION NO. 1
(SCHEDULE NO. 1)SECTION NO. 2
(SCHEDULE NO. 1)
X=1322698.9750
Y=16811652.6134
X=1321721.4304
Y=16811441.8997
X=1323491.4127
Y=16803230.5450
X=1324468.9573
Y=16803441.2584
DO NOT DREDGE BETWEEN
STA. 1728+000 TO STA. 1754+000
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
GULF INTRACOASTAL WATERWAY
DREDGE PIPELINE ROUTE DREDGE PIPELINE ROUTE
N
SCALE IN FEET
0 500 1,000 1,500
1,325,000 X=
1,322,500 X=
1,320,000 X=
1,317,500 X=
1,327,500 X=
1,327,500 X=
1,325,000 X=
1,322,500 X=
1,320,000 X=
1,317,500 X=
,8
,5
Y
,8
,0
Y
,8
,5
Y
,8
,0
Y
,8
,5
Y
,8
,0
Y
,8
,0
Y
,8
,5
Y
,8
,0
Y
,8
,5
Y
,8
,0
Y
,8
,5
Y
NORTHERN LIMIT
OF DREDGING
STA. 1718+000
SCHEDULE NO.1
125'
62.5'62.5'
125'
62.5'62.5'
A
S M
IT
H
P
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S C
H E
D U
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N O
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A
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01C-301
A D
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L L
A N
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H
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D O
IWW
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
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T
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B Y
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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®of Engineers
US Army Corps
U .S
A
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F u ll
S iz e .d s c ri p t
C O
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-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-2' ALLOWABLE
OVERDEPTH
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
RESPONSIBLE SURVEYOR D. JOHNSON5.
DISTANCE ARE IN U.S. SURVEY FEET4.
CONDITION SURVEYS AS MARCH 20223.
ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW)2.
CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS1.
GENERAL NOTES
1718+000
1719+000
1720+000
1721+000
1722+000
1723+000
1724+000
1725+000
CL
CL
CL
CL CL
CL
CL
125'
62.5'62.5'
62.5'62.5'
125'
62.5'62.5'
125'
A
S M
IT
H
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01C-302
A D
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L L
A N
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IT
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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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SHEET ID
®of Engineers
US Army Corps
U .S
A
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G
IN
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IW
W
-0
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I N
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-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-2' ALLOWABLE
OVERDEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-13' AUTH. DEPTH
-2' ALLOWABLE
OVERDEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-13' AUTH. DEPTH
1726+000
1727+000
1728+000
1754+000
1755+000
1756+000
1757+000
1758+000
CL
CL
CL
CL CL
CL
125'
62.5'62.5'
A
S M
IT
H
P
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S C
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01C-303
A D
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L L
A N
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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®of Engineers
US Army Corps
U .S
A
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IW
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-0
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T R
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-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1759+000
1760+000
1761+000
1762+000
1763+000
1764+000
1765+000
1766+000
CL
CL
CL
CL CL
CL
125'
62.5'62.5'
62.5'62.5'
125'
62.5'62.5'
125'
A
S M
IT
H
P
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S C
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01C-304
A D
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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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F
G
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®of Engineers
US Army Corps
U .S
A
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IW
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-0
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F F
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-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-13' AUTH. DEPTH
-2' ALLOWABLE
OVERDEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-13' AUTH. DEPTH
-2' ALLOWABLE
OVERDEPTH
1767+000
1768+000
1769+000
1770+000
1771+000
1772+000
1798+000
1799+000
CL
CL
CL
CL CL
CL
62.5'62.5'
125'
A
S M
IT
H
P
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S C
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D U
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N O
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01C-305
A D
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L L
A N
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps
U .S
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ID
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F F
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-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1 1
1800+000
1806+000
1807+000
1801+000
CL
CL
CL
CL
1804+000
1805+000
CL
CL
1802+000
1803+000
62.5'62.5'
125'
A
S M
IT
H
P
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S C
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D U
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A D
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L L
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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 .S
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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 O
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C H
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IS
T I, T X
N
C
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P A
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A L
S T
P A
B L
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N A
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P
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C O
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C H
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T I
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S
ID
E N
T O
F F
IC
E
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1 1
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1 1
1808+000
1809+000
1810+000
1811+000
1812+000
1813+000
1814+000
1815+000
CL
CL
CL
CL CL
CL
62.5'62.5'
125'
A
S M
IT
H
P
.E
S C
H E
D U
L E
N O
S T
A
T O
S T
A
C R
O S
S S
E C
T
IO
N S
01C-307
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
IWW
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
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
T
E X
A S
C O
R P
U S
C H
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IS
T I
T O
P T
IS
A B
E L
A N
D C
H A
N N
E L
T O
H A
R L
IN
G
E N
P
IP
E L
IN
E
D R
E D
G
IN
G
G A
L V
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T O
N D
IS
T
R
IC
T
F
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O
IN
T R
O A
D
G A
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T O
N
T E
X A
S
S W
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IL
E
N O
W H
Y C
W
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B
A U
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S T
A N
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G
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P D
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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 O
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IS
T I, T X
N
C
H A
P A
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A L
S T
P A
B L
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E R
N A
N D
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P
.E
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1 1
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1 1
1816+000
1817+000
1818+000
1819+000
1820+000
1821+000
1822+000
1823+000
CL
CL
CL
CL CL
CL
62.5'62.5'
125'
A
S M
IT
H
P
.E
S C
H E
D U
L E
N O
S T
A
T O
S T
A
C R
O S
S S
E C
T
IO
N S
01C-308
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
IWW
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
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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
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
T
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A S
C O
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C H
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T I
T O
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IS
A B
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A N
D C
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N N
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T O
H A
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IN
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P
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E L
IN
E
D R
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G
IN
G
G A
L V
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T O
N D
IS
T
R
IC
T
F
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T P
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T R
O A
D
G A
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T O
N
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X A
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N O
W H
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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 O
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T I, T X
N
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P A
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A L
S T
P A
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N A
N D
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P
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C O
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C H
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IS
T I
R E
S
ID
E N
T O
F F
IC
E
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1 1
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1 1
1824+000
1825+000
1826+000
1827+000
1828+000
1829+000
1830+000
1831+000
CL
CL
CL
CL
CL
CL
62.5'62.5'
125'
A
S M
IT
H
P
.E
S C
H E
D U
L E
N O
S T
A
T O
S T
A
C R
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S S
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IO
N S
01C-309
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
IWW
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
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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
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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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O F
E N
G
IN
E E
R S
IW
W
-0
G U
L F
I N
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A C
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A L
W A
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R W
A Y
T
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A S
C O
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C H
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T I
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IS
A B
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A N
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G A
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T O
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T
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T O
N
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X A
S
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N O
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W
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B
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A N
S I
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-1
G
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W
\1
-0
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P tI s a b e l a n d C
T H
F Y
\1
-0
C
-3
X -S
E C
.d g n
:3
:0
P
M
/5 /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 O
R P
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C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
E Z
P
.E
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-30
-20
-10
0 50 100 150 200-50-100-150
<-- GREEN - RED --->
-200
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
-13' AUTH. DEPTH
-2' ADV. MAINT.
(REQD. DEPTH)
-2' ALLOWABLE
OVERDEPTH
1 1
1832+000
1833+000
1834+000
1835+000
1837+000
1836+000
CL
CL
CL
CL CL
Y .8
X .5
A .S
M
IT
H
P .E
O P
T
IO
N S
N O
A
N D
C H
A N
N E
L T
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A R
L
IN
G E
N
P L
A N
02G-003
A .D
E L
L L
A N
O
A
S M
IT
H
P
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L
IZ
O N
D O
CH. TO HAR.
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
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R A
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N O
S O
L
IC
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A
T
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N N
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S
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D A
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S I Z
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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
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
T
E X
A S
C O
R P
U S
C H
R
IS
T I
T O
P T
IS
A B
E L
A N
D C
H A
N N
E L
T O
H A
R L
IN
G
E N
P
IP
E L
IN
E
D R
E D
G
IN
G
G A
L V
E S
T O
N D
IS
T
R
IC
T
F
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T P
O
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T R
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D
G A
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T O
N
T E
X A
S
S W
G F
IL
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N O
W H
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W
H Y
B
A U
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S T
A N
S I
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G
IW
W
\1
-0
C C t o
P tI s a b e l a n d C
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F Y
\1
-0
S
H E
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G
-0
.d g n
:3
:2
P
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/5 /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 O
R P
U S
C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
E Z
P
.E
C O
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U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
S P
IL
L W
A Y
E X
IS
T
IN
G
IT
C H
E X
IS
T
IN
G
°2
'4 "E
S °2
'4 "E
S °2
'4 "E
S °2
'4 "E
S °2
'4 "E
S °2
'4 "E
N
SCALE IN FEET
0 5,000 10,000 15,000
02C-107
02C-103
02C-102
02C-108
02C-101
02C-104
02C-105
02C-106
02C-109
EASTERN LIMIT
OF DREDGING
STA. 00+00
CH. TO HAR.
OPTION NO. 1
WESTERN LIMIT
OF DREDGING
STA. 1369+00
CH. TO HAR.
OPTION NO. 3
S M
IT
H
P
.E
O P
T
IO
N N
O
S T
A
T O
S T
A
P L
02C-101
D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
CH. TO HAR.
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
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
T
E X
A S
C O
R P
U S
C H
R
IS
T I
T O
P T
IS
A B
E L
A N
D C
H A
N N
E L
T O
H A
R L
IN
G
E N
P
IP
E L
IN
E
D R
E D
G
IN
G
G A
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
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
A U
G U
S T
A N
S I
D
IW
W
-1 G
IW
W
\1
-0
C
C t o P tI s a b e l a n d C
T H
F Y
\1
-0
C
-1 P
L A
N .d g n
:4
:1
P
M
/5 /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 O
R P
U S
C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
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P
.E
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
P.I. STA. 1258+84.58
CURVE NO. 35
X=1283561.50
Y=16609149.92
R=3359.17'
L=1264.45'
T=639.80'
P.I. STA. 1352+41.16
CURVE NO. 36
X=1280645.02
Y=16600243.55 R=1909.86'
L=636.19'T=321.07'
P R
C S
T A .7
P .T S
T A .2
P .C S
T A .0
P .T S T A .2
P .C S T A .1
P .T S
T A .7
P .I S
T A .9
P .I S T A .5
P .I S
T A .1
P .I S
T A .8
S T
A
A
P.I. STA. 1359+38.85
CURVE NO. 37
X=1280219.43
Y=16599683.21 R=1909.86'
L=631.67'T=318.74'
S T
A
PLACEMENT AREA NO. 23
S °2
'1 "E
PLACEMENT AREA NO. 21
(NOT AVAILABLE
THIS CONTRACT)
PLACEMENT AREA NO. 22
OPTION NO. 5
C H
A N
N E L S
TA
. 1348+04±
VA
LE
R O
LO
G
IS
TIC
S O
P E R
ATIO
N L.P
10"-P
IP
E
LIN
E
P E R
M
IT N
O . G
P 14114(05)847
PLACEMENT AREA NO. 20
MARK 29 TIDE STAFF
SECTION NO. 18
(OPTION NO. 1)
X=1282403.7197
Y=16606430.7528
X=1281816.7259
Y=16606536.0496
X=1282263.2595
Y=16610836.2815
C .S
C .S
C .S
C .S
C .S
X=1282025.2495
Y=16602579.2177
X=1282616.3219
Y=16602514.8773
X=1283013.1650
Y=16600511.0477
X=1281642.0125
Y=16598806.3147
X=1280721.8230
Y=16599449.9012
DO NOT DREDGE BETWEEN
STA. 1286+000 TO STA. 1316+000
SECTION NO. 29
(OPTION NO. 6)
C .S .C .S
C .S
C .S
C .S
C .S
VALERO DOCK
TIDE STAFF
CHANNEL TO HARLINGEN
X=1281430.4936
Y=16604980.8224
X=1281827.8802
Y=16604838.0047
X=1281173.3794
Y=16603099.2497
X=1280733.8042
Y=16602840.8721
N
SCALE IN FEET
0 500 1,000 1,500
,5
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,5
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
1,280,000X=
1,282,500X=
1,285,000X=
1,287,500X=
1,280,000X=
1,282,500X=
1,285,000X=
1,287,500X=
M A
T C
H L
IN
S
T A
M A
T C
H L
IN
S
T A
WESTERN LIMIT
OF DREDGING
STA. 1369+00
CH. TO HAR. OPTION 3
S M
IT
H
P
.E
O P
T
IO
N N
O
A
N D
S T
A
T
O S
T A
A
N D
P A
L
O C
A T
IO
N
P L
A N
02C-102
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
CH. TO HAR.
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
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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
R S
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
T
E X
A S
C O
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U S
C H
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IS
T I
T O
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IS
A B
E L
A N
D C
H A
N N
E L
T O
H A
R L
IN
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P
IP
E L
IN
E
D R
E D
G
IN
G
G A
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E S
T O
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IS
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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
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
A U
G U
S T
A N
S I
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IW
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\1
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F Y
\1
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:0
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P D
A
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D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
C O
R P
U S
C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
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P
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C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
P.I. STA. 1247+39.92
CURVE NO. 34
X=1284324.74
Y=16610069.29
R=1444.79'
L=1059.96'
T=555.10'
P.I. STA. 1258+84.58
CURVE NO. 35
X=1283561.50
Y=16609149.92
R=3359.17'
L=1264.45'
T=639.80'
P.I. STA. 1352+41.16
P .T S
T A .2
P .C S
T A .8
P R
C S
T A .7
P .T S
T A .2
P .I S
T A .9
P .I S T A .5
PLACEMENT AREA NO. 23
PLACEMENT AREA NO. 21
(NOT AVAILABLE
THIS CONTRACT)
R O
A D
HWY LIFT BRIDGE
HORZ. CLEAR. 125'
VERT CLEAR.
CLOSED: 29.0'
OPEN: 74.29'
R O
A D
PLACEMENT AREA NO. 22
OPTION NO. 5
1-2
4" ELECTRIC CABLE
STA. 1227+02±
POWER LINE
VERT. CLEAR. +70.8' (NAVD88)
STA. 1227+55±
1-8" WATER MAIN
STA. 1228+58±
4-2" GAS MAIN
STA. 1228+64±
PLACEMENT AREA NO. 20
TELEPHONE LINE
STA.1228+15±
VERT. CLEAR. 67.3' (NAVD88)
MARK 29 TIDE STAFF
SECTION NO. 18
(OPTION NO. 1)
X=1282403.7197
Y=16606430.7528
X=1281816.7259
Y=16606536.0496
X=1282263.2595
Y=16610836.2815
C .S
C .S
C .S
C .S
C .S
DO NOT DREDGE BETWEEN
STA. 1286+000 TO STA. 1316+000
SECTION NO. 29
(OPTION NO. 6)
C .S .C .S
C .S
X=1284054.1064
Y=16610963.3737
DO NOT DREDGE BETWEEN
STA. 1156+000 TO STA. 1250+000
CHANNEL TO HARLINGEN
CHANNEL TO HARLINGEN
X=1281430.4936
Y=16604980.8224
X=1281827.8802
Y=16604838.0047
X=1281173.3794
Y=16603099.2497
X=1280733.8042
Y=16602840.8721
STA. 1336+17.29
X=1281095.2235
Y=16601819.2139
X=1280981.5247
Y=16601762.9879
SOUTHERN CELL
NORTHERN CELL
OUTFALL STRUCTURE PRIOR TO PLACEMENT IN SOUTHERN CELL
CONTRACTOR TO INSPECT AND CONFIRM CONDITION ON SOUTHERN 2.
DISPOSAL
PROVIDE CLEARING, GRUBBING, AND SITE DEBRIS CLEARING WITH PROPER
PLACEMENT AREA 22 SHOWN FOR OPTION NO. 5. CONTRACTOR MUST 1.
GENERAL NOTES
N
SCALE IN FEET
0 500 1,000 1,500
,6
,5
Y
,6
,0
Y
,6
,5
Y =1
,6
,0
Y
,6
,5
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
1,287,500X=
1,285,000X=
1,282,500X=
1,280,000X=
1,287,500X=
1,285,000X=
1,282,500X=
1,280,000X=
M A
T C
H L
IN
S
T A
M A
T C
H L
IN
S
T A
S M
IT
H
P
.E
O P
T
IO
N N
O
A
N D
S T
A
T
O S
T A
A N
D P
A
L
O C
A T
IO
N
P L
A N
02C-103
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
CH TO HAR.
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
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N N
O
IS
S
U E
D A
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S I Z
E
M A
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D E
S C
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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
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R S
IW
W
-0
G U
L F
I N
T R
A C
O A
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A L
W A
T E
R W
A Y
T
E X
A S
C O
R P
U S
C H
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IS
T I
T O
P T
IS
A B
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A N
D C
H A
N N
E L
T O
H A
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IN
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E N
P
IP
E L
IN
E
D R
E D
G
IN
G
G A
L V
E S
T O
N D
IS
T
R
IC
T
F
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T P
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T R
O A
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T O
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X A
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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
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P A
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A L
S T
P A
B L
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N A
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T O
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E
P.I. STA. 1046+25.77
CURVE NO. 25
X=1285285.19
Y=16629481.88
R=3267.65'
P.I. STA. 1072+48.24
CURVE NO. 26
X=1283676.08
Y=16627206.58
R=1432.72'
L=2171.79'
T=1356.08'
P.I. STA. 1087+92.35
CURVE NO. 27
X=1285309.31
Y=16625911.34
R=1432.70'
L=1347.75'
T=728.40'
P.I. STA. 1100+76.45
CURVE NO. 28
X=1285253.03
Y=16624519.33
R=2864.79'
L=1002.46'
T=506.41'
P.I. STA. 1117+54.45
CURVE NO. 29
X=1284610.63
Y=16622957.95
R=1432.40'
L=829.24'
T=426.60'
P.I. STA. 1132+90.59
CURVE NO. 30
X=1284903.11
Y=16621425.52
R=2291.83'
L=1039.31'
T=528.75'
P.I. STA. 1160+87.22
CURVE NO. 31
X=1284166.16
Y=16618708.88
R=3819.72'
L=1467.82'
T=743.07'
+0
P C
C S
T A .1
P R C S
TA
. 1080+63.94
P .T S
T A .7
P .C S
T A .0
P .T S
T A .5
P .C S
T A .8
P .T S
T A .0
P .C S
T A .8
P .T S
T A .1
P .C S
T A .1
P .T S
T A .9
P .I S
T A .2
P .I S
T A .3
P .I S
T A .4
P .I S
T A .4
P .I S
T A .5
P .I S
T A .2
PLACEMENT AREA NO. 19
(NOT AVAILABLE
THIS CONTRACT)
PLACEMENT
AREA NO. 18
OPTION NO. 4
PLACEMENT AREA
NO. 17
(NOT AVAILABLE
THIS CONTACT)
PLACEMENT AREA
NO. 16
WATER MAIN
STA. 1115+92±
MARK 26
TIDE STAFF
EXISTING
SPILLWAY
SECTION NO. 17
(OPTION NO. 1)
X=1284601.1675
Y=16625978.0576
X=1283658.7698
Y=16626373.8059
X=1283158.4745
Y=16624852.3456
X=1284741.5621
Y=16624636.8368
C .S
C .S
C .S
C .S
C .S
DO NOT DREDGE BETWEEN
STA. 1004+00 TO STA. 1078+000
C .S
C .S
DO NOT DREDGE BETWEEN
STA. 1156+000 TO STA. 1250+000
CHANNEL TO HARLINGEN
CHANNEL TO HARLINGEN
N
SCALE IN FEET
0 500 1,000 1,500
1,280,000X=
1,282,500X=
1,285,000X=
1,287,500X= 1,287,500X=
1,285,000X=
1,282,500X=
1,280,000X=
,6
,5
Y
,6
,0
Y
,6
,0
Y
,6
,5
Y = 1
,6
,5
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
DISPOSAL
PROVIDE CLEARING, GRUBBING, AND SITE DEBRIS CLEARING WITH PROPER
PLACEMENT AREA 18 SHOWN FOR OPTION NO. 4. CONTRACTOR MUST 1.
GENERAL NOTES
X=1282901.9425
Y=16619813.6916
X=1283954.8381
Y=16620990.0227
X=1284506.6578
Y=16620800.6381
X=1284158.3200
Y=16619593.6332
S M
IT
H
P
.E
O P
T
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N N
O
S T
A .9
T
O S
T A
.1
P L
A N
02C-104
A D
E L
L L
A N
O
A
S M
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H
P
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L
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O N
D O
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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
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T
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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
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N O
S O
L
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A
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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IW
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G U
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I N
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A C
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W A
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R W
A Y
T
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A S
C O
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U S
C H
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D R
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G A
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T O
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IS
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F
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T R
O A
D
G A
L V
E S
T O
N
T E
X A
S
S W
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N O
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W
H Y
B
A U
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S T
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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 O
R P
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C H
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IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
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C O
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T I
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T O
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E
P.I. STA. 976+66.10
CURVE NO. 22
X=1291225.46
P.I. STA. 1001+60.74
CURVE NO. 23
X=1290571.99
Y=16631934.32
R=1432.71'
L=2836.63'
T=2182.76'
P.I. STA. 1020+11.61
CURVE NO. 24
X=1287929.49
Y=16629827.21
R=3819.72'
L=2075.23'
T=1063.91'
P.I. STA. 1046+25.77
CURVE NO. 25
X=1285285.19
Y=16629481.88
R=3267.65'
L=2697.10'
T=1430.71'
P.I. STA. 1072+48.24
CURVE NO. 26
X=1283676.08
Y=16627206.58
R=1432.72'
L=2171.79'
T=1356.08'
R=1432.70'
L=1347.75'
T=728.40'
Y=16624519.33
R=2864.79'
L=1002.46'
T=506.41'
P.I. STA. 1117+54.45
CURVE NO. 29
X=1284610.63
Y=16622957.95
R=1432.40'
L=829.24'
T=426.60'
990+00
1000+00
+0
+0
1030+0
+0
+0
+0
P .T . S
TA
. 1
8+
.6
P .C . S
TA
. 1
9+
.7
P.T. STA. 103
0+22.9
P.C. STA. 103
1+95.0
P C
C S
T A .1
P R C S
TA
. 1080+63.94
P .T S
T A .7
P .C S
T A .0
P .T S
T A .5
P .C S
T A .8
P .T S
T A .0
P .I. S
T A . 9
.1
P.I. STA. 1001+60.74
P.I . S
TA
. 1
0+
.61
P.
I.
STA
. 1
6+
.7
P .I S
T A .2
P .I S
T A .3
P .I S
T A .4
P .I S
T A .4
PLACEMENT AREA
NO. 17
(NOT AVAILABLE
THIS CONTACT)
PLACEMENT AREA
NO. 16
PLACEMENT AREA NO. 15
(NOT AVAILABLE THIS CONTRACT)
PLACEMENT
AREA NO. 14
WATER MAIN
STA. 1115+92±
M A
R K
T
ID
E S
T A
F F
EXISTING
SPILLWAY
C .S
C .S
C .S
SECTION NO. 28
(OPTION NO. 6)
SECTION NO. 27
(OPTION NO. 6)
DO NOT DREDGE BETWEEN
STA. 820+00 TO STA. 986+00
C .S
C .S.
C.S.
C.S
C .S
C .S
C .S . 10
+0
4+0
C .S
DO NOT DREDGE BETWEEN
STA. 1004+00 TO STA. 1078+000
X=1289741.5427
Y=16630659.9831
X=1289621.4246
Y=16629986.9997
X=1290892.6748
Y=16629760.6689
CHANNEL TO HARLINGEN
N
SCALE IN FEET
0 500 1,000 1,500
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
1,290,000X=
1,287,500X=
1,285,000X=
1,290,000X=
1,287,500X=
1,285,000X=
X=1284576.4356
Y=16626004.0702
X=1283698.6100
Y=16626407.3482
X=1283158.4745
Y=16624852.3456
X=1284731.7565
Y=16624630.2966
S M
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N N
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02C-105
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L L
A N
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D O
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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
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F
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K
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B M
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B Y
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N B
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D E
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D B
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US Army Corps
U .S
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C
C t o P tI s a b e l a n d C
T H
F Y
\1
-0
C
-1 P
L A
N .d g n
:0
:2
P
M
/5 /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 O
R P
U S
C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
E Z
P
.E
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
EP.I. STA. 700+79.29
CURVE NO. 11
X=1307192.82
Y=16645434.38
R=1432.68'
L=944.16'
T=489.94'
P.I. STA. 708+69.21
CURVE NO. 12
X=1306375.51
Y=16645551.38
R=1432.70'
L=659.51'
T=335.70'
P.I. STA. 760+73.17
CURVE NO. 14
X=1302949.69
Y=16642033.78
R=1909.86'
L=951.60'
T=485.89'
P.I. STA. 794+34.75
CURVE NO. 15
X=1303174.07
Y=16638659.46
R=5729.58'
L=867.44'
T=434.55'
P.I. STA. 811+87.11
CURVE NO. 16
X=1303553.07
Y=16636946.87
R=3015.69'
L=1955.10'
T=1013.29'
P.I. STA. 835+16.29
CURVE NO. 17
X=1302551.18
Y=16634765.27
R=1432.40'
L=1350.62'
T=730.23'
0+
700+
710+
+00
0+
+00
850+
860+
P.
C.
S
TA
. 6
+8
9.
PRC STA. 705+33.50
P.T
. STA.
1+9
3.0
P.C
. STA.
9+8
9.2
P .T S
T A .4
P .C S
T A .2
P .T S
T A .8
P .C S
T A .2
P .T S
T A .6
P .C S
T A .8
P .T S
T A .9
P .C S
T A .0
6P.T.
STA. 8
41+3 6.68
P.I. S
TA. 7
00+7 9.29
P.I. STA. 708+6
9.21
P .I.
S
TA
. 7
+9
7.
P .I S
T A .1
P .I S
T A .7
P .I S
T A .1
P .I.
S
TA
. 8
+1
6.
P.I. STA. 730+97.27
CURVE NO. 13
X=1304247.95
Y=16644850.74
R=2546.48'
L=2090.17'
T=1108'
PLACEMENT AREA NO. 11
SPILLWAY
EXISTING
DITCH
EXISTING
PLACEMENT AREANO. 10(NOT AVAILABLE
THIS CONTRACT)
P L
A C
E M
E N
T A
R E
A N
O . 9
(N O
T A
V A
IL
A B
L E T
H
IS
C
O N
T R
A C
T
S T A . 7
A M
E R
IC
A N P
IP
E L
IN
E C
O
P E R
M
IT
N
O . 3
MARK 18
TIDE STAFF
PA NO. 11
TIDE STAFF
SECTION NO. 26
(OPTION NO. 6)
C.
S.
C.
S.
C.S.
C.S.
C.S
C .S
C .S
C .S
C .S .C .S
C .S
C .S
C .S
C .S
C .S
X=1302414.1817
Y=16640473.5217
X=1302772.1950
Y=16640501.1627
X=1302644.7962
Y=16635546.7226
X=1301705.0031
Y=16635650.8844
DO NOT DREDGE BETWEEN
STA. 820+00 TO STA. 986+00
S E
C T
IO
N N
O . 2
(O P T
IO
N N
O . 6
CHANNEL TO HARLINGEN
N
SCALE IN FEET
0 500 1,000 1,500
1,307,500X=
1,305,000X=
1,302,500X=
1,300,000X=
1,307,500X=
1,305,000X=
1,302,500X=
1,300,000X=
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,0
Y
,6
,5
Y
,6
,0
Y
,6
,5
Y = 1
,6
,0
Y
MATCHLINE STA. 690+00
S M
IT
H
P
.E
O P
T
IO
N N
O
S T
A .6
T
O S
T A
.6
P L
A N
02C-106
A D
E L
L L
A N
O
A
S M
IT
H
P
E
L
IZ
O N
D O
CH. TO HAR.
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
IW
W
-0
G U
L F
I N
T R
A C
O A
S T
A L
W A
T E
R W
A Y
T
E X
A S
C O
R P
U S
C H
R
IS
T I
T O
P T
IS
A B
E L
A N
D C
H A
N N
E L
T O
H A
R L
IN
G
E N
P
IP
E L
IN
E
D R
E D
G
IN
G
G A
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
S W
G F
IL
E
N O
W H
Y C
W
H Y
B
A U
G U
S T
A N
S I
D
IW
W
-1 G
IW
W
\1
-0
C
C t o P tI s a b e l a n d C
T H
F Y
\1
-0
C
-1 P
L A
N .d g n
:0
:2
P
M
/5 /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 O
R P
U S
C H
R
IS
T I, T X
N
C
H A
P A
R R
A L
S T
P A
B L
O H
E R
N A
N D
E Z
P
.E
C O
R P
U S
C H
R
IS
T I
R E
S
ID
E N
T O
F F
IC
E
P.I. STA. 565+79.55
CURVE NO. 9
X=1319689.03
Y=16648287.64
R=4506.77'
L=2243.91'
T=1145.72'
P.I. STA. 612+98.86
CURVE NO. 10
X=1315244.44
Y=16650010.54
R=7626.03'
L=6761.48'
T=3621.12'
Y
.3
R
.7
P C
C S
T A .7
P .T S T A .2
P .C S T A .3
P R
C S
T A .5
P .I S T A .5
P .I S
T A .8
P .I S
T A .2
PLACEMENT AREA NO. 9
(NOT AVAILABLE T
HIS
CONTRACT)
PLACEMENT AREA NO. 8
(NOT AVAILABLE THIS CONTRACT)
MARK 16
TIDE STAFF
DO NOT DREDGE BETWEEN
STA. 39+79 TO STA. 650+00
C .S
C .S
C .S
C .S
C .S
C .S
SECTI
ON
NO.
(O
PTI
ON
NO.
CHANNEL TO HARLINGEN
N
SCALE IN FEET
0 500 1,000 1,500
16,645,000Y=
16,647,500Y=
16,650,000Y=
16,645,000Y=
16,647,500Y=
16,650,000Y=
,3
,0
X
,3
,5
X
,3
,0
X
,3
,5
X
,3
,0
X
,3
,5
X
,3
,5
X
,3
,0
X
,3
,5
X
,3
,0
X
,…
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