W912HY23B0016-Plans - SIGNED.pdf
PDF 33 MB Posted
- Attached to
- Gulf Intracoastal Waterway, Texas Freeport Harbor to Upper Matagorda Bay Maintenance Dredging
- Solicitation number
- W912HY23B0016
About this file
This document provides details for a federal contract solicitation from the Department of the Army Corps of Engineers Engineering District Galveston. The solicitation seeks bids for maintenance dredging of the Gulf Intracoastal Waterway from Texas Freeport Harbor to Upper Matagorda Bay. Interested vendors must submit bids by December 19th, 2022. The solicitation includes two signed documents: the solicitation itself and associated project plans. The solicitation outlines the required dredging services to maintain water depths along the specified waterway. Bids are due on the specified date, and the award is expected to be granted in early 2023 for completion of the maintenance dredging work.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
L
L Y
N N
V E
R A
P
.E
C O
V E
R
G-001
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
J A
C O
B B
R E
A U
X
PIPELINE DREDGING
FREEPORT TO UPPER MATAGORDA BAY
GULF INTRACOASTAL WATERWAY, TEXAS
W912HY23B0016
NOVEMBER 2022
W912HY23C____
VOLUME #
GALVESTON DISTRICT
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
S
G
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
IN
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
W
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
G
-0
C o v e r.
d g n
:1
:1
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
SOLICITATION NO.:
CONTRACT NO.:
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.
VICINITY MAP
GALVESTON
HOUSTON
FREEPORT
MATAGORDA
DALLAS
FT.
WORTH
AUSTIN
SAN ANTONIO
CORPUS
CHRISTI
BROWNSVILLE
ARK.
LA.
T E X A S
100 0 100 200
SCALE OF MILES
ARTHUR
PORT
PECOS
R
IV
E R
R I O
G R A N D E
N U
E C
E S
RI
VER
SAN ANTONIO
R.
RIVER
C O
L O
R A
D O
B R
A Z O S R
IV
E R
T R
IN
IT
Y
R E D R I V E R
SABINE
N
E C
H E S
RIVER
R
IV
E R
R
IV
E R
NEW
MEXICO
OKLAHOMA
MEXICO
Mexico
Gulf of
LOCATION
PROJECT
L Y
N N
V E
R A
P
.E
A N
D L
E G
E N
D
G E
N E
R A
L N
O T
E S
IN
D
E X
O F
D R
A W
IN
G
S
G-002
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
G
-0
IN
D E
X .d g n
:1
:2
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
GENERAL NOTES
OTHERWISE NOTED.
USACE ON 200 KHZ FREQUENCY IN MAY 2022 UNLESS
9. ALL CROSS SECTIONS SURVEY DATA WERE COLLECTED BY
ALIGNMENT BASELINE.
SECTIONS ARE REFERENCED FROM THE CHANNEL
8. THE HORIZONTAL DISTANCES SHOWN ON THE CROSS
INCREASING STATIONS.
7. ALL CROSS SECTIONS ARE VIEWED LOOKING TOWARD
RELOCATED IF PREVIOUS LOCATION CANNOT BE USED.
REPLACEMENT. REPLACEMENT STAFFS MAY NEED TO BE
NOTIFY PROJECT ENGINEER AS SOON AS POSSIBLE FOR
REASONS BEYOND THE CONTROL OF THE GOVERNMENT.
6. PHYSICAL TIDE STAFFS MAY BE MISSING DUE TO VARIOUS
DESCRIBED IN THE SPECIFICATIONS.
CURRENT OBSTRUCTIONS IN THE WORK AREA, AS
MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY
OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN
THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE TIME
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
ZONE, U.S. SURVEY FEET.
TO TEXAS STATE PLANE, NAD83, TEXAS SOUTH-CENTRAL
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED
WATER DATUM (MLLW).
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW
PLAN LEGEND
BOTTOM LIMITS OF CHANNEL
... TO BE DREDGED
CHANNEL STATIONING & CENTERLINE
LOCATION OF CROSS SECTION
DREDGE PIPELINE ROUTE
EXISTING DIKE
WEIR SPILLWAY
DROP OUTLET STRUCTURE
TIDE STAFF
EXIST. DIKE TO REPAIR
EXIST. DIKE BY OTHERS
MOUND
DISCHARGE CORRIDOR
C .S
LOCATION OF PERMIT/PIPELINE CROSSING
NEW DIKE TO BE BUILT
TO BE USED
PLACEMENT AREA
OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)
PLACEMENT AREA (UNCONFINED PLACEMENT)
LIMITS OF OPEN WATER
HORIZONTAL CONTROL POINT
DITCH FLOW
L Y
N N
V E
R A
P
.E
A N
D T
ID
E
S T
A F
F D
A T
A
C H
A N
N E
L A
L
IG
N M
E N
T
C O
N T
R O
L T
A B
L E
S
G-003
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
G
-0 C
O N
T R
O L
A
L
IG
N M
E N
T T
ID
E
.d g n
:1
:2
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
L Y
N N
V E
R A
P
B
B R
E V
IA
T
IO
N
G-004
W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
G
-0 A b b re v ia ti o n s .d g n
:1
:3
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
P
L A
C
IO
S
C H
A N
N E
L T
O
C H
A N
N E L
C O
L O
R A
D O R
IV
E R
R
IV
E R C
H A
N N
E L
S A
N B
E R
N A
R D
R
IV
E R
B R
A Z
O S
LAKE
OYSTER
LAKE
CRAB
LAKE
ISLAND
MAD
L
L Y
N N
V E
R A
P
O
C A
T
IO
N P
L
G-005
W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
A
C-101
C-102
C-103
C -1
C -1
C -1
C -1
C -1
C -1
9 C
-1
C -1
C -1
C -11
C -4
C-1
C-115
C-116
C-117
C-118
C-119
GULF
O
F M
EXIC
O
GULF
O
F M
EXIC
O
PALACIOS
GIW
W
MATA
GORDA
GULF
INTRACOASTA
L W
AT
ERWAY
EAST M
ATA
GORDA B
AY
FREEPORT
C A
N E
Y C
R E
E K
BAY CITY
SARGENT
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
G
-0
L O
C A
T
IO
N .d g n
:1
:3
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
SCALE IN FEET
0 15,000 30,000 45,000
F R E E P O
R T H
A R B O
R
MATAGORDA BAY
N
MAT
AGORDA B
AY
MAT
AGORDA P
ENI
NSULA
NAVD88 EL.=11.13
Y=13,447,551.080
X=2,855,991.380
PID NO. DP0707
877 3156 90034 H (Palacios) TCOON
NAVD88
EL.=
2.3
Y=1 3,4
,58
8.0
X=2 ,87
2,9 .98
PID
N
O.
BBDP8
JO
HN
MAX -
G
PS
U
SACE 2
NAVD88
EL.=
2.3
Y=13 ,42
0,1 88.
X=2, ,66
4.8
PID
NO.
DP07
B (O yste r La ke)
TCOON NAVD88 EL.=2.99
Y=13,469,514.455
X=3,005,367.726
PID NO. AM0217
IRENE 1934
NAVD88
EL.=
3.4
Y=13 ,47
1,0 26.
X=3, ,22
9.0
PID
NO.
BBDP2
BOGGY 2
NAVD88
E
L.
=3 .1
Y=1 3, 0, 8.
X=3 ,0 ,5 .2
PI
D
NO
. D
P0
D (S ar ge nt ) T
CO
O
N
NAVD88 EL.=13.67
Y=13,528,426.332
X=3,126,262.609
PID NO. BBDP49
N A V D E
L.
5.
Y ,5 ,1 .5
X 3, 0, 3.
P
ID
N
O . D
P
E U S C
G F re ep or t) T
C O
O N
NAVD88 EL.=5.15
Y=13,534,441.008
X=3,138,369.547
PID NO. AM0421
KEG 1934
M
EXI
CO
O F
G
ULF
H O U S T O N
BAYTOWN
LAKE
HOUSTON
SA
N
JA
C
IN
T O
R
CLEAR
CLEAR
BUFFALO BAYOU
ADDICKS
BARKER
RESERVOIR
RESERVOIR
EAST B
AY
GALVESTON
LAKE
C R
E E
K
TRINITY
BAY
GALVESTON
BAY
TEXAS
CITY
LA MARQUE
G A
LV
E S
TO
N
IS
W E S T B
A Y
ALT
59 35
ARANSAS
NATIONAL
WILDLIFE
REFUGE
S A N A
N
TO
N
IA
B
AY ES
PI
RI
TU
SANTO
BAY
S A
N J
O S E I S L
M
AT
AG
O
RDA
IS
LAND
SEADRIFT
O'CONNOR
PORT
MAT
AGORDA
PENI
NSULA
MAT
AGORDA BAY
L A
V A
C A
B
A Y
MATAGORDA
BEACH
MAGNOLIA
EAST
MAT
AGORDA B
AY
LANE
CEDAR
SARGENT
FREEPORT
H O
U S T O
N S
H
IP
C H
A N
N E
L
G U
L F
IN
T
R A
C O
A S
TA
L
WA
T E
R
W A Y
B R
A
ZO
S
R
IV
E R
SAN
B E
R N
A R
D
C R
E E
K
BAYOU
BAY
CITY
C A
N E
Y
G E
D A R
LA
K E
C O
L O
R A
D O
R
IV
E R
WILDLIFE
REFUGE
BRAZORIA
NATIONAL
M
ID
D L E
B
L
IN
V
IL
L E
C R
E E
K
C H
O C
O
LAT
E
B A Y
O U
T R
IN
IT
Y
R
6 O L
D
R
IVER
L A V A
C A R
IV
E R
N A V
ID
A D R
IV
E R
010 10 20
VICINITY MAP
SCALE OF MILES
LOCATION
PROJECT
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-101
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:5
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
'1
PLACEMENT AREA NO. 114
PLACEMENT AREA NO. 115
PLACEMENT AREA NO. 116
P.I. STA. 902+174.61
CURVE NO. 83
X=2862694.28 Y=13394377.46 R=3507.35'
L=1479.77'
T=751.06'
P .C S
T A .5
P .T S
T A .3
P .I S
T A .6
S T
A
S T
A
M
IL
E
M
IL
E
P.I. STA. 902+174.61
CURVE NO. 83
X=2862694.28 Y=13394377.46 R=3507.35'
L=1479.77'
T=751.06'
P .C S
T A .5
P .T S
T A .3
P .I S
T A .6
S T
A
S T
A
,4
,5
Y
,4
,0
Y
,3
,5
Y
,3
,0
Y
,3
,5
Y
2, 5, X=
2, 2, X=
2, 0, X=
2, 7, X=
2, 5, X=
2, 0, X=
N
SCALE IN FEET
0 500 1,000 1,500
SECTION NO. 18
SCHEDULE NO. 1
SECTION NO. 17
SCHEDULE NO. 1
W E
S T
E R
L Y L
IM
IT
S
O F D
R E
D G
IN
G G
IW
W S
T A
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
M A
T C
H L
IN
E S
T A
GIWW
MATAGORDA BAY
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-102
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:0
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
'1
8 8
PLACEMENT AREA NO. 112-C
NOT AVAILABLE
THIS CONTRACT
PLACEMENT AREA NO. 113
PLACEMENT AREA NO. 114
M
IL
E
M
IL
E
,4
,5
Y
2, 5, X=
2, 7, X=
2, 0, X=
2, 2, X=
,4
,0
Y
,4
,0
Y
,4
,5
Y
,4
,0
Y
N
SCALE IN FEET
0 500 1,000 1,500
2, 5, X=
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
0SECTION NO. 17
SCHEDULE NO. 1
SECTION NO. 16
SCHEDULE NO. 1
GIWW
MATAGORDA BAY
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-103
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:1
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
'1
'PLACEMENT AREA NO. 112-C
NOT AVAILABLE
THIS CONTRACT
PA NO.
112-B
TRANSITION
P .T S
T A .3
S T
A .3
A .0
A
.9
M
IL
E
M
IL
E
JOHN MAX - GPS USACE 2002
PID NO. BBDP80
X=2,872,913.982 Y=13,411,588.039
NAVD88 EL.=2.38
TRANSITION
P .T S
T A .3
S T
A
A
A
.9
JOHN
MAX
STAFF
2, 7, X=
2, 0, X=
2, 2, X=
2, 5, X=
2, 7, X=
,4
,5
Y
,4
,0
Y
,4
,5
Y
,4
,0
Y
,4
,0
Y
,4
,5
Y
N
SCALE IN FEET
0 500 1,000 1,500
SECTION NO. 16
SCHEDULE NO. 1 SECTION NO. 15
SCHEDULE NO. 1 SECTION NO. 14
SCHEDULE NO. 1
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
GIWW
MATAGORDA BAY
GENERAL SHEET NOTES
4. X=2874947.11, Y=13412264.53
3. X=2875855.56, Y=13413458.14
2. X=2875696.41, Y=13413579.27
1. X=2874787.96, Y=13412385.65
COORDINATES:
PLACEMENT AREA NO. 112-B DISCHARGE CORRIDOR 1.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-104
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:2
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
PLACEMENT AREA
NO. 112
-B
PA
N
O
2-
B
PLACEMENT AREA
NO. 112-A
TRANSI
TI
ON
P.I. S
TA. 8
75+9 54.87
CURVE NO. 82
X=287 6757.
Y=134 16697
.84
R=572 9.58'
L=39 28.43
T=20 44.96
P .C S
T A .9
P .T S T A .3
P .I S
T A .8
S T A
A
A
.4
R .9
M
IL
E
M
IL
E
JO
H
N M
A X
G P S U
S A C E
TRANSI
TI
ON
P.I. S
TA. 8
75+9 54.87
CURVE NO. 82
X=287 6757.
Y=134 16697
.84
R=572 9.58'
L=39 28.43
T=20 44.96
P .C S
T A .9
P .T S T A .3
P .I S
T A .8
S T A
A
A
.4
R .9
JO
H
M
TA
F F
13,420,000
Y=
13,417,500
Y=
13,415,000
Y=
13,412,500
Y=
,8
,5
X
,8
,0
X
,8
,5
X
,8
,0
X
,8
,5
X
N
SCALE IN FEET
0 500 1,000 1,500
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
SECTI
ON
NO.
SCHEDULE
N
O.
SECTION NO. 13
SCHEDULE NO. 1
SECTION NO. 12
SCHEDULE NO. 1
M A
T C
H L
IN
E S
T A
M A T C
H L
IN
E S
T A
OYSTER LAKE
MATAGORDA BAY
GIWW
GENERAL SHEET NOTES
4. X=2874947.11, Y=13412264.53
3. X=2875855.56, Y=13413458.14
2. X=2875696.41, Y=13413579.27
1. X=2874787.96, Y=13412385.65
PLACEMENT AREA NO. 112-B DISCHARGE COORIDOR 1.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-105
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:3
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
PLACEMENT AREA
NO. 112-A
PERMIT N
O. 14
724(0 1)
SEAGULL PIP
ELINE CORPORATION
24" P
IPELINE
EL. -23
' M.L.
L.W.
PERMIT N
O. 11
HOUSTON PIP
ELINE CO.
20" P
IPELINE
EL. -23
' M.L.
L.W.
PERMIT N
O. 11
CORPUS CHRISTI OIL
& GAS CO.
6" PIP
ELINE
EL. -23
' M.L.
L.W.
M
IL
E
M
IL
E
877 3325 B (Oyster Lake) TCOON
PID NO. DP0710
X=2,885,664.830 Y=13,420,188.890
NAVD88 EL.=2.32
OYSTER LAKE STAFF
,8
,0
X
,8
,5
X
,8
,0
X
,8
,5
X
,8
,0
X
13,417,500
Y=
13,420,000
Y=
13,415,000
Y=
13,422,500
Y= 13,425,000
Y=
N
SCALE IN FEET
0 500 1,000 1,500
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
MATAGORDA BAY
SECTION NO. 12
SCHEDULE NO. 1 SECTION NO. 11
SCHEDULE NO. 1
SECTION NO. 10
SCHEDULE NO. 1
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
GIWW
GENERAL SHEET NOTES
4. X=2891825.76, Y=13421281.48
3. X=2887018.84, Y=13419610.90
2. X=2891792.93, Y=13421375.94
1. X=2886986.01, Y=13419705.39
COORDINATES:
2. PLACEMENT AREA NO. 112-A DISCHARGE CORRIDOR
AND STA. 864+519.
SUBMERGED PIPELINES AT STA. 864+326, STA. 864+359, 1.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-106
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:4
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
P.I. STA. 853+248.83
CURVE NO. 80
X=2898529.34
Y=13422848.62
R=2491.11'
L=2070.95'
T=1099.54'
P.I. STA. 855+497.55
CURVE NO. 81
X=2896178.13
Y=13423196.88
R=2491.11'
L=1170.77'
T=596.40'
0 P .C S
T A .2
P .T S
T A .2
P .C S
T A .1
P .T S
T A .9
P .I S
T A .8
P .I S
T A .5
M
IL
E
M
IL
E
P.I. STA. 853+248.83
CURVE NO. 80
X=2898529.34
Y=13422848.62
R=2491.11'
L=2070.95'
T=1099.54'
P.I. STA. 855+497.55
CURVE NO. 81
X=2896178.13
Y=13423196.88
R=2491.11'
L=1170.77'
T=596.40'
0 P .C S
T A .2
P .T S
T A .2
P .C S
T A .1
P .T S
T A .9
P .I S
T A .8
P .I S
T A .5
O
Y
S
T
AVOIDANCE AREA
E
E
F
,8
,0
X
,8
,5
X
,8
,0
X
,8
,5
X
,8
,0
X
13,417,500
Y=
13,420,000
Y=
13,422,500
Y=
13,425,000
Y=
,9
,0
X
N
SCALE IN FEET
0 500 1,000 1,500
MAD
ISLAND
LAKE
MAD
ISLAND
BAYOU
MATAGORDA BAY
PLACEMENT AREA
NO. 112-A
C .S
M A
T C
H L
IN
E S
T A
SECTION NO. 10
SCHEDULE NO. 1
NO DREDGING
C .S
C .S
GIWW
GENERAL SHEET NOTES
4. X=2891825.76, Y=13421281.48
3. X=2887018.84, Y=13419610.90
2. X=2891792.93, Y=13421375.94
1. X=2886986.01, Y=13419705.39
2. PLACEMENT AREA NO. 112-A DISCHARGE CORRIDOR
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-107
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:5
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
PLACEMENT AREA NO. 104-A
PLACEMENT AREA NO. 104
(NOT AVAILABLE THIS CONTRACT)
PLACEMENT AREA NO. 103
(NOT AVAILABLE
THIS CONTRACT)
PLACEMENT AREA NO. 104-A
P.I. STA. 740+457.21
CURVE NO. 68
X=2999361.20
Y=13470336.78
R=5729.58'
L=1463.52'
T=735.76'
P .C S
T A .4
P .T S
T A .9
P .I S
T A .2
M
IL
E
M
IL
E
IRENE 1934
PID NO. AM0217
X=3,005,367.726
Y=13,469,514.455
NAVD88 EL.=2.99
P.I. STA. 740+457.21
CURVE NO. 68
X=2999361.20
Y=13470336.78
R=5729.58'
L=1463.52'
T=735.76'
P .C S
T A .4
P .T S
T A .9
P .I S
T A .2
LIVE OAK
BAYOU STAFF
,9
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
13,472,500Y=
13,470,000Y=
13,467,500Y=
N
SCALE IN FEET
0 500 1,000 1,500
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
LIVE OAK
BAYOU
CHINPAQUAPIN
LANDING
EAST MATAGORDA BAY
GIWW
M A
T C
H L
IN
E S
T A
NO D
REDGIN
G
SECTION NO. 9
SCHEDULE NO. 1
SECTION NO. 8
SCHEDULE NO. 1
GENERAL SHEET NOTES
4. X=3001564.61, Y=13471772.29
3. X=3002376.26, Y=13471786.41
2. X=3002365.72, Y=13471984.12
1. X=3001561.61, Y=13471972.27
1. PLACEMENT AREA NO. 104-A DISCHARGE CORRIDOR
A1
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-108
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:0
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
P.I. STA. 722+631.13
CURVE NO. 66
X=3016513.51
Y=13467370.45
R=2490.84'
L=2075.48'
T=1102.27'P.I. STA. 730+349.99
CURVE NO. 67
X=3009524.29
Y=13470939.86
R=5729.58'
L=3044.95'
T=1559.35'
P .T S
T A .3
P .C S
T A .6
P .T S
T A .5
P .I S
T A .1
P .I S
T A .9
M
IL
E
M
IL
E
P.I. STA. 722+631.13
CURVE NO. 66
X=3016513.51
Y=13467370.45
R=2490.84'
L=2075.48'
T=1102.27'P.I. STA. 730+349.99
CURVE NO. 67
X=3009524.29
Y=13470939.86
R=5729.58'
L=3044.95'
T=1559.35'
P .T S
T A .3
P .C S
T A .6
P .T S
T A .5
P .I S
T A .1
P .I S
T A .9
M A
T C
H L
IN
E S
T A
M A T
C H L
IN
E S
T A
PLACEMENT AREA
NO. 103
(NOT AVAILABLE
THIS CONTRACT)
PLACEMENT AREA
NO. 102-C
SECTION NO. 8
SCHEDULE NO. 1
SECTION NO. 7
SCHEDULE NO. 1
SECTION NO. 6
SCHEDULE NO. 1
LIVE OAK BAY
TURKEY ISLAND
GIW
W
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
13,467,500Y=
13,470,000Y=
13,472,500Y=
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
SCALE IN FEET
0 500 1,000 1,500
DRAINAGE
DITCH
N
GENERAL SHEET NOTES
3. SEE SHEET C-501 FOR DRAINAGE DITCH TYPICAL SECTION.
PRIOR TO PLACEMENT OF ANY DREDGED MATERIAL.
SPECIFICATIONS TO FACILITATE POSITIVE DRAINAGE
CONTRACT DRAWINGS AND DETAILED IN CONTRACT
2. CONTRACTOR SHALL PERFORM DITCHING AS SHOWN IN
4. X=3011472.11, Y=13469343.36
3. X=3012184.15, Y=13468935.32
2. X=3012281.02, Y=13469111.05
1. X=3011583.21, Y=13469509.97
PLACEMENT AREA NO. 102-C DISCHARGE CORRIDOR 1.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-109
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1
G
IW
W
\1
-1
G
IW
W F re e p o rt t o
M a ta
B a y
F Y
\1
-1
C
-1
P L
A N
.d g n
:1
:1
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
P.I. STA. 713+131.60
CURVE NO. 65
X=3025401.16
Y=13470726.70
R=2488.43'
L=376.82'
T=188.77'
P.I. STA. 722+631.13
CURVE NO. 66
X=3016513.51
Y=13467370.45
R=2490.84'
L=2075.48'
T=1102.27'
P .C S T A .8
P .T S
T A .6
P .C S
T A .8
P .T S
T A .3
P .I S
T A .6
P .I S
T A .1
M
IL
E
M
IL
E
BOGGY 2
PID
NO.
BBDP2
X=3, ,22
9.0
Y=13 ,47
1,0 26.
NAVD88
EL.=
3.4
P.I. STA. 713+131.60
CURVE NO. 65
X=3025401.16
Y=13470726.70
R=2488.43'
L=376.82'
T=188.77'
P.I. STA. 722+631.13
CURVE NO. 66
X=3016513.51
Y=13467370.45
R=2490.84'
L=2075.48'
T=1102.27'
P .C S T A .8
P .T S
T A .6
P .C S
T A .8
P .T S
T A .3
P .I S
T A .6
P .I S
T A .1
BAYSI
DE
STA
FF
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
13,472,500Y=
13,470,000Y=
13,467,500Y=
M A T
C H L
IN
E S
T A
N
SCALE IN FEET
0 500 1,000 1,500
PLACEMENT A
REA N
O.
-B
(NOT A
VAIL
ABLE
THIS
CONTRACT)
PLACEMENT A
REA N
O.
-B
(NOT A
VAIL
ABLE
THIS
CONTRACT)
PLACEMENT A
REA N
O.
-E
(NOT A
VAIL
ABLE
THIS
CONTRACT)
PLACEMENT A
REA
NO.
2- D
(N
OT A
VAI
LABLE
THI
S
CONTRACT)
GULF OF MEXICO
BOGGY
BAYOU
GIW
W
SECTIO
N N
O.
SCHEDULE
NO.
NO D
REDGIN
G
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
S
G
IW
W
C-110
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:2
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
P.I. STA. 701+146.90
CURVE NO. 63
X=3035542.04
Y=13477296.29
R=2491.15'
L=2282.64'
T=1228.50'
P.I. STA. 703+751.08
CURVE NO. 64
X=3033580.24
Y=13475328.65
R=2491.15'
L=683.53'
T=343.93'
3+
P .C S
T A .4
P .T . S
TA
. 7
1.
P .C . S
TA
. 7
7.
P .T S T A .6
P .I S
T A .9
P .I S T A .0
M
IL
E
M
IL
E
P.I. STA. 701+146.90
CURVE NO. 63
X=3035542.04
Y=13477296.29
R=2491.15'
L=2282.64'
T=1228.50'
P.I. STA. 703+751.08
CURVE NO. 64
X=3033580.24
Y=13475328.65
R=2491.15'
L=683.53'
T=343.93'
3+
P .C S
T A .4
P .T . S
TA
. 7
1.
P .C . S
TA
. 7
7.
P .T S T A .6
P .I S
T A .9
P .I S T A .0
N
SCALE IN FEET
0 500 1,000 1,500
,0
,5
X
,0
,0
X
,0
,0
X
13,477,500Y=
13,475,000Y=
13,480,000Y=
,0
,5
X
PLACEMENT A
REA
NO.
2- A
(N
OT A
VAI
LABLE
THI
S
CONTRACT)
PLACEMENT AREA NO. 100
(NOT AVAILABLE
THIS CONTRACT)
PLACEMENT AREA
NO. 101-A
(NOT AVAILABLE
THIS CONTRACT)
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
N O
D R E D
G
IN
G
SECTIO
N N
O. 5
SCHEDULE N
O. 1
SECTION NO. 4SCHEDULE NO. 1
REEF
REEF
GIWW
M A
T C
H L
IN
E S
T A
PLACEMENT A
REA
NO. 1
(NOT A
VAIL
ABLE
THIS
CONTRACT)
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-111
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:3
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
PERM
IT
N
O . 9
S.
W . B
ELL
T
ELE
. C
O
STA
. 6
+1
-2 6.
5'
M .L .L .W
0'
P.
I. S
TA
. 6
+3
.81
CURVE
NO.
X=3
.64
Y=1
7.2
R=2
1.1 3'
L=
0.3 1'
T=
1.6 2'
P.
I.
STA
. 6
+3
.1
CURVE
NO
. 6
X=3
.0
Y=1
1.
R=2
9.
L=
.2 8'
T=
5.
P.I. STA. 690+130.76
CURVE NO. 61
X=3046243.66
Y=13477113.47
R=2491.73'
L=1082.74'
T=550.05'
P.I. STA. 691+760.59
CURVE NO. 62
X=3044969.63
Y=13476069.39
R=2490.25'
L=2031.90'
T=1076.34'
P .C S T A .1
P .T . S
TA
. 6
5.
P .C . S
TA
. 686+
678.39
P .T S
T A .6
P .C S
T A .7
P .T . S
T A . 6
.4
P .C . S
T A . 6
.2
P .T S
T A .1
P .I S T A .8
P .I S T A .1
P .I S
T A .7
P .I S
T A .5
M
IL
E
M
IL
E
D (S ar ge nt ) T
CO
O
N
PI
D
NO
. D
P0
X=3 ,0 ,5 .2
Y=1 3, 0, 8.
NAVD88
E
L.
=3 .1
P.
I. S
TA
. 6
+3
.81
CURVE
NO.
X=3
.64
Y=1
7.2
R=2
1.1 3'
L=
0.3 1'
T=
1.6 2'
P.
I.
STA
. 6
+3
.1
CURVE
NO
. 6
X=3
.0
Y=1
1.
R=2
9.
L=
.2 8'
T=
5.
P.I. STA. 690+130.76
CURVE NO. 61
X=3046243.66
Y=13477113.47
R=2491.73'
L=1082.74'
T=550.05'
P.I. STA. 691+760.59
CURVE NO. 62
X=3044969.63
Y=13476069.39
R=2490.25'
L=2031.90'
T=1076.34'
P .C S T A .1
P .T . S
TA
. 6
5.
P .C . S
TA
. 686+
678.39
P .T S
T A .6
P .C S
T A .7
P .T . S
T A . 6
.4
P .C . S
T A . 6
.2
P .T S
T A .1
P .I S T A .8
P .I S T A .1
P .I S
T A .7
P .I S
T A .5
CANEY CREEK
STAFF
C .S
C .S
C .S
SECTION NO. 4SCHEDULE NO. 1 SECTION NO. 3SCHEDULE NO. 1
SECTIO
N N
O.
SCHEDULE
NO.
NO
D
REDG
IN
G
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
13,475,000Y=
13,477,500Y=
13,480,000Y=
PLACEM
ENT
AREA
NO.
PLACEMENT AREA NO. 100
(NOT AVAILABLE
THIS CONTRACT)
PLACEMENT AREA NO. 99
(NOT AVAILABLE
THIS CONTRACT)
GULF OF
MEXICO
CANEY CREEK
CHARANCAHUA
BEND
GIWW
SCALE IN FEET
0 500 1,000 1,500
N
C .S
C .S
C .S
C .S . C .S
C .S
C .S . C .S
C .S
C .S
M A
T C
H L
IN
E S
T A
M A T
C H L
IN
E S
T A
SARGENT
BEACH
FISHING
PIER
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-112
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:4
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
HIGH MOUNDS
PLACEMENT AREA
NO. 98-A
PERMIT NO. 9327
S.W. BELL TELE. CO.
STA. 683+169
-26.5' M.L.L.W.
PERMIT NO. 2635
DOW CHEMICAL CO.
STA. 683+140
1-8" PIPE
-26.5' M.L.L.W.
(NOT AVAILABLE
THIS CONTRACT)
(NOT AVAILABLE
THIS CONTRACT)
PLACEMENT
AREA
NO. 98
100'
P.I. STA. 681+823.49
CURVE NO. 56
X=3053526.88
Y=13480898.83
R=5729.63'
L=266.78'
T=133.42'
P.I. STA. 682+815.87
CURVE NO. 57
X=3052705.03 Y=13480342.52 R=2291.83'
L=272.02' T=136.17'
P.I. STA. 683+456.57
CURVE NO. 58
X=3052135.38 Y=13480048.58 R=2291.83'
L=165.30' T=82.69'
P.I. STA. 686+316.81
CURVE NO. 59
X=3049694.64 Y=13478557.22 R=2491.13'
L=600.31' T=301.62'
P.I. STA. 687+364.12
CURVE NO. 60
X=3048955.04
Y=13477811.57
R=2489.95'
L=1338.28'
T=685.73'
P .C S
T A .0
P .T S
T A .8
P .C S
T A .7
P .T S
T A .7
P .C S
T A .8
P .T S
T A .1
P .C S
T A .1
P .T S
T A .5
P .C . S
T A . 6
.3
P .T S
T A .6
P .C S
T A .7
P .I S
T A .4
P .I S
T A .8
P .I S
T A .5
P .I S
T A .8
P .I S
T A .1
P .I S
T A .7
M
IL
E
M
IL
E
877 2985 D (Sargent) TCOON
PID NO. DP0702
X=3,051,515.280
Y=13,480,308.720
NAVD88 EL.=3.12
P.I. STA. 681+823.49
CURVE NO. 56
X=3053526.88
Y=13480898.83
R=5729.63'
L=266.78'
T=133.42'
P.I. STA. 682+815.87
CURVE NO. 57
X=3052705.03 Y=13480342.52 R=2291.83'
L=272.02' T=136.17'
P.I. STA. 683+456.57
CURVE NO. 58
X=3052135.38 Y=13480048.58 R=2291.83'
L=165.30' T=82.69'
P.I. STA. 686+316.81
CURVE NO. 59
X=3049694.64 Y=13478557.22 R=2491.13'
L=600.31' T=301.62'
P.I. STA. 687+364.12
CURVE NO. 60
X=3048955.04
Y=13477811.57
R=2489.95'
L=1338.28'
T=685.73'
P .C S
T A .0
P .T S
T A .8
P .C S
T A .7
P .T S
T A .7
P .C S
T A .8
P .T S
T A .1
P .C S
T A .1
P .T S
T A .5
P .C . S
T A . 6
.3
P .T S
T A .6
P .C S
T A .7
P .I S
T A .4
P .I S
T A .8
P .I S
T A .5
P .I S
T A .8
P .I S
T A .1
P .I S
T A .7
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
13,475,000
Y=
13,477,500
Y=
13,480,000
Y=
13,482,500
Y=
N
SCALE IN FEET
0 500 1,000 1,500
C .S
C .S
C .S .C .S
C .S
SECTION NO. 2SCHEDULE NO. 1
NO DREDGING
DEAD CANEY
LAKE
CANEY CREEK
GULF OF MEXICO
GIWW
SARGENT BEACH
FISHING PIER
1 1 2
4 3
1 2
PIPELINE
CROSSING
CORRIDOR
M A T
C H L
IN
E S
T A
GENERAL SHEET NOTES
PUBLIC TRAFFIC.
CONTRACTOR SHALL NOT BLOCK ROADWAY FROM
ACCESS ROAD SHALL BE VEHICULAR FRIENDLY.
6. TEMPORARY RAMP FOR PIPELINE CROSSING OF BEACH
4. X=3049306.60, Y=13477247.16
3. X=3049392.13, Y=13477298.97
2. X=3049087.84, Y=13477801.41
1. X=3049002.30, Y=13477749.60
5. PIPELINE CROSSING CORRIDOR COORDINATES:
4. X=3050082.24, Y=13477747.65
3. X=3051098.85, Y=13478369.20
2. X=3050996.04, Y=13478533.90
1. X=3049985.23, Y=13477902.98
COORDINATES:
4. PLACEMENT AREA NO. 98 DISCHARGE COORIDOR
4. X=3051266.81, Y=13478471.89
3. X=3051941.20, Y=13478884.21
2. X=3051857.66, Y=13479020.84
1. X=3051176.56, Y=13478619.58
COORDINATES:
3. PLACEMENT AREA NO. 98-A DISCHARGE CORRIDOR
2. SUBMERGED LINE AT STA. 683+169.
1. SUBMERGED PIPELINE AT STA. 683+140.
.7
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
G
IW
W
C-113
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:4
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
OVERHEAD
POWERLINE
PERMIT NO. 6691
STA. 564+9
124V AERIAL TRANS LINE
LOW WIRE EL. +109' M
.L.L.W.
PERMIT NO. 18902
TEJAS PWR. CORP.
1-16" PIPE
T 545.63'
P.I. STA. 562+926.55
CURVE NO. 43
X=3148568.55
Y=13545033.54
R=5721.50'
L=1478.75'
T=743.52'
P.I. STA. 564+690.50
CURVE NO. 44
X=3147082.50
Y=13544067.88
R=4325.32'
L=1646.77'
T=833.48'
P.I. STA. 568+415.11
CURVE NO. 45
X=3144925.52
Y=13541006.68
R=5729.66'
L=2455.75'
T=1247.02'
P .T S
T A .7
P .C S
T A .0
P .T S
T A .7
P .C S
T A .0
P .T S
T A .7
P .C S
T A .0
P .I S
T A .5
P .I S
T A .5
P .I S
T A .1
S T
A
A .9
A .2
A .8
A .4
A
M
IL
E
M
IL
E
T 545.63'
P.I. STA. 562+926.55
CURVE NO. 43
X=3148568.55
Y=13545033.54
R=5721.50'
L=1478.75'
T=743.52'
P.I. STA. 564+690.50
CURVE NO. 44
X=3147082.50
Y=13544067.88
R=4325.32'
L=1646.77'
T=833.48'
P.I. STA. 568+415.11
CURVE NO. 45
X=3144925.52
Y=13541006.68
R=5729.66'
L=2455.75'
T=1247.02'
P .T S
T A .7
P .C S
T A .0
P .T S
T A .7
P .C S
T A .0
P .T S
T A .7
P .C S
T A .0
P .I S
T A .5
P .I S
T A .5
P .I S
T A .1
S T
A
A .9
A .2
A .8
A .4
A
FREEPORT USCG
STAFF
3, 2, X
3, 5, X
3, 7, X
3, 0, X
3, 2, X
13,542,500
Y
13,540,000
Y
13,545,000
Y
13,547,500
Y
13,550,000
Y
N
SCALE IN FEET
0 500 1,000 1,500
C .S
C .S
C .S
C .S
SECTION NO. 1SCHEDULE NO. 1
NO DREDGING
NO DREDGING
GIWW
FR
EEPO
R T H
AR
BO
R
GIWW
E A
S T
E R
L Y L
IM
IT
O
F D
R E
D G
IN
G G
IW
W S
T A
877 2447 E (USCG Freeport) TCOON
PID NO. DP0699
X=3,150,613.760 Y=13,546,153.590
NAVD88 EL.=5.26
GENERAL SHEET NOTES
AERIAL LINE AT STA. 564+997.1.
125'
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
P L
A N
C H
A N
N E
L T
O P
A L
A C
IO
S
C-114
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:0
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
10+00
0 4
P .T S
T A .0
STA. 6+83.60
S T
A . 2
.5
+0
0+00
STA.
4+
14.
A
P.C. STA. -3+59.31
P.C.
STA.
0+00
P .T . S
T A
.0
P.I. STA. 20+51.75
CURVE NO. 1
X=2835403.85
Y=13376236.53
R=2434.18'
L=3800.37'
T=2411.05'
P.I. STA. 24+11.02
CURVE NO. 1
X=2835403.84 Y=13376236.56 R=1909.86'
L=3441.06' T=2411.02'
PLACEMENT AREA NO. 2 PLACEMENT AREA NO. 3
931+
932+
933+
934+
935+000
936+000
937+000
938+000
RED 6
STAFF
N
2,830,000
X=
2,832,500
X=
2,835,000
X=
2,837,500
X=
,3
,5
Y
,3
,0
Y
,3
,5
Y
,3
,0
Y
SCALE IN FEET
0 500 1,000 1,500
SECTION NO. 19
OPTION NO. 1
SECT. NO. 20
OPTION NO. 1
MATAGORDA BAY
MATAGORDA BAY
M A
T C
H L
IN
E S
T A
S O
U T
H E
R L Y L
IM
IT
O F D
R E
D G
IN
G C
H A
N N
E L
T O P
A L
A C
IO
S S
T A
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
G
IW
PALACIOS
125' sf sf
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
.1
P L
A N
C H
A N
N E
L T
O P
A L
A C
IO
S
C-115
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:0
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
GREEN 13
STAFF
N
,3
,5
Y
,3
,0
Y
,3
,5
Y
,3
,0
Y
2,8 ,50
X=
2,8 ,00
X=
2,8 ,50
X=
,3
,0
Y
M A T C
H
LIN
E S
TA
. 110+
M A
T C
H L
IN
E S
T A
SECTI
O
N
NO
. 2
O
PTI
O N
NO
. 1
SECTION NO. 21
OPTION NO. 1
SCALE IN FEET
0 500 1,000 1,500
MATAGORDA BAY
PALACIOS
C .S
90+
100+
110+
120+
130+
P .C . S
TA
. 133+
29.31 P .T S
T A .1
P.I. STA. 145+15.30
CURVE NO. 2
X=2830707.31
Y=13388877.56
R=2863.24'
L=2248.79'
T=1186'
P .I. S
T A . 1
.3
110+
P A N
O . 3
PLACEMENT AREA NO. 4
1000'
1600'
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
2,8 ,00
X=
L Y
N N
V E
R A
P
.E
S T
A
T O
S T
A
P L
A N
C H
A N
N E
L T
O P
A L
A C
IO
S
C-116
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:1
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
PLACEMENT AREA NO. 5 PLACEMENT AREA NO. 6
N
2,8 ,00
X=
2,8 ,50
X=
2,8 ,00
X=
2,8 ,50
X=
2,8 ,00
X=
,3
,0
Y
,3
,5
Y
,4
,0
Y
,4
,5
Y
SCALE IN FEET
0 500 1,000 1,500
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
SECTION NO. 22
OPTION NO. 1
SECTION NO. 23
OPTION NO. 1
SECTION NO. 21
OPTION NO. 1
MATAGORDA BAY
PALACIOS
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
L Y
N N
V E
R A
P
.E
S T
A
T O
S T
A
P L
A N
C H
A N
N E
L T
O P
A L
A C
IO
S
C-117
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:2
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
PLACEMENT AREA NO. 6 PLACEMENT AREA NO. 7
RED 22
STAFF
N
,4
,5
Y
,4
,0
Y
,4
,5
Y
,4
,0
Y
,3
,5
Y
2,8 ,50
X=
2,8 ,50
X=
2,8 ,00
X=
2,8 ,00
X= 2,8 ,50
X=
SCALE IN FEET
0 500 1,000 1,500
SECTION NO. 23
OPTION NO. 1
SECTION NO. 24
OPTION NO. 1
SECTION NO. 25
OPTION NO. 1
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
MATAGORDA BAY
,4
,0
Y
L Y
N N
V E
R A
P
.E
S T
A
T O
S T
A
P L
A N
C H
A N
N E
L T
O P
A L
A C
IO
S
C-118
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:3
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
PLACEMENT AREA NO. 7
PLACEMENT AREA NO. 8
RED 22
STAFF
N
,4
,5
Y
,4
,0
Y
,4
,5
Y
,4
,0
Y
,4
,0
Y
2,8 ,50
X=
2,8 ,00
X=
2,8 ,50
X=
2,8 ,00
X=
2,8 ,00
X=
SCALE IN FEET
0 500 1,000 1,500
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
SECTION NO. 24
OPTION NO. 1
SECTION NO. 25
OPTION NO. 1
SECTION NO. 26
OPTION NO. 1
MATAGORDA BAY
L Y
N N
V E
R A
P
.E
S T
A
T O
S T
A
P L
A N
C H
A N
N E
L T
O P
A L
A C
IO
S
C-119
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-1 P
L A
N .d g n
:1
:3
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
PLACEMENT AREA NO. 9
PLACEMENT AREA NO. 10
(NOT AVAILABLE
THIS CONTRACT)
N
2,8 ,00
X=
2,8 ,50
X=
2,8 ,00
X=
2,8 ,50
X= 2,8 ,00
X=
,4
,5
Y
,4
,0
Y
,4
,5
Y
,4
,0
Y
,4
,5
Y
SCALE IN FEET
0 500 1,000 1,500
SECTION NO. 26
OPTION NO. 1
SECTION NO. 27
OPTION NO. 1 NO DREDGING
N O
R T
H E
R L Y L
IM
IT
O
F
D R
E D
G
IN
G C
H A
N N
E L T
O
P A
L A
C
IO
S S
T A
C .S
C .S
C .S
C .S
C .S
C .S
C .S
MATAGORDA BAY
M A
T C
H L
IN
E S
T A
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
G
IW
W
C-301
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-3 X
S E
C .d g n
:1
:4
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
564+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
688+016.67
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
690+663.45
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
692+716.15
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
688+000 690+684.25 694+000
693+000
563+857.03 690+000
563+661.78 689+580.71 692+000
563+000 691+000
EASTERLY LIMITS OF
DREDGING G.I.W.W.
MATERIAL IS BELOW
TEMPLATE DEPTH
13' FEDERAL
AUTHORIZED DEPTH
1' OVER DEPTH
15' REQUIRED DEPTH
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
17' REQUIRED DEPTH
14' FEDERAL
AUTHORIZED DEPTH
1' OVER DEPTH
17' REQUIRED DEPTH
14' FEDERAL
AUTHORIZED DEPTH
1' OVER DEPTH
13' FEDERAL
AUTHORIZED DEPTH
1' OVER DEPTH
15' REQUIRED DEPTH
GENERAL SHEET NOTES
SURVEY DATE - MAY 2022
2. STA. 688+000 TO 694+000
SURVEY DATE - APRIL 2022
STA. 563+000 TO 564+0001.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
G
IW
W
C-302
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B R
E 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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-3 X
S E
C .d g n
:1
:5
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
698+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
699+918.40
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
702+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
721+00
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
699+000 702+201.04 722+000
721+528.86
697+000 701+000
696+000 700+000 720+00
695+000 703+000
17' REQUIRED DEPTH
14' FEDERAL
AUTHORIZED DEPTH
1' OVER DEPTH
17' REQUIRED DEPTH
14' FEDERAL
AUTHORIZED DEPTH
1' OVER DEPTH
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
GENERAL SHEET NOTES
SURVEY DATE - MAY 2021
2. STA. 720+00 TO 722+000
SURVEY DATE - MAY 2022
STA. 695+000 TO 703+0001.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
G
IW
W
C-303
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-3 X
S E
C .d g n
:1
:5
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
725+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
727+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
729+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
732+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
726+000 730+000 734+000
733+000
724+000 728+790.65
723+604.05 728+000 731+835.59
723+000 731+000
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
SURVEY DATE - MAY 20211.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
G
IW
W
C-304
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-3 X
S E
C .d g n
:1
:5
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
738+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
739+721.45
739+000
737+000
736+000
735+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
740+000
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
SURVEY DATE - MAY 20211.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
G
IW
W
C-305
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-3 X
S E
C .d g n
:1
:5
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
862+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
866+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
863+000 868+000
867+000
861+000
860+000 865+000
864+000
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
SURVEY DATE - JUNE 20211.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
G
IW
W
C-306
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-3 X
S E
C .d g n
:1
:0
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
872+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
873+909.90
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
876+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
878+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
873+000 876+641.37 880+000
879+000
871+000 875+000
870+000 874+000 877+838.34
869+000 877+000
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
14' FEDERAL
AUTHORIZED DEPTH
15' REQUIRED DEPTH
1' OVER DEPTH
GENERAL SHEET NOTES
SURVEY DATE - MAY 2022
2. STA. 883+000 TO 880+000
SURVEY DATE - MAY 2021
STA. 869+000 TO 882+1411.
L Y
N N
V E
R A
P
.E
S T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S
G
IW
W
C-307
T W
A L
L S
R A
Y L
E N
E H
Y L
L A
N D
P
C O
B B
R E
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
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
F R
E E
P O
R T
H A
R B
O R
T O
U P
P E
R M
A T
A G
O R
D A
B A
Y
P
IP
E L
IN
E
D R
E D
G
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
G F
IL
E
N O
W H
Y C
W
H Y
B
N O
V E
M B
E R
A N
S I
D
IW
W
-1
IW
W
-1 G
IW
W
\1
-1
G
IW
W
F re e p o rt t o M a ta
B a y F
Y
\1
-1
C
-3 X
S E
C .d g n
:1
:0
A M
/1
/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
L A
M A
R Q
U E
T
E X
A S
D
E L
A N
Y R
O A
D G
A L
V E
S T
O N
R E
S
ID
E N
T O
F F
IC
E
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
882+140
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
883+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
886+000
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30 0 50 100 150 200-50-100-150-200
-10
-20
-30
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .