W912HY20B0015-Plans - SIGNED - 2020-04-27.pdf
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- Solicitation number
- W912HY20B0015
About this file
This document provides details for a federal contract solicitation for pipeline dredging services. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Galveston and seeks pipeline dredging of the Texas City Ship Channel, Texas Main Channel, and Turning Basin in Galveston County, Texas. Offerors must submit proposals in response to solicitation number W912HY20B0015 by the specified deadline to be eligible for consideration for award of a contract to provide the required dredging services. The solicitation describes the location of the work to be performed and identifies the relevant federal agency and contracting office responsible for award and administration of any resulting contract.
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GALVESTON
DISTRICT
TOTAL
ARMY
QUALITY
TEXAS CITY CHANNEL, TEXAS
MAIN CHANNEL AND TURNING BASIN
PIPELINE DREDGING
Coastal Navigation and Environmental Restoration Office of the District Engineer U. S. Army Engineer District, Galveston Corps of Engineers Galveston, Texas
APRIL 2020
This project was designed by the Galveston District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
WILLIE JOE HONZA, P.E.
CHIEF, ENGINEERING BRANCH
SOLICITATION NO.: W912HY20800015
SWG FILE NO.: GALV 308-389
of Engineers U.S. Army Corps
Galveston District
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GALV 308-389SWG FILE NO.
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N D
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D
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F D
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IN
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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
COMBO
REDGREEN
DISCHARGE CORRIDOR
C .S
(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
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
CHANNEL MARKER BEACON:
LIGHT BEACON
RANGE TOWER AND RANGE
SOIL BORING LOCATION CONE PENETROMETER (CPT) LOCATION
LIMITS OF RIPRAP
PLAN LEGEND
GENERAL NOTES
FOR ACCURACY.
NEED TO BE VERIFIED FREQUENTLY AGAINST THE PHYSICAL TIDE STAFFS
TIME TIDE READINGS USE PHYSICAL TIDE STAFFS. AUTO GAUGE READINGS
PRELIMINARY (FT) ONLY. AUTO GAUGE TIDES HAVE A DELAY. FOR REAL
DATUM. CLICK EITHER PLOT OR DATA ONLY UNDER UPDATE. UTILIZE
FROM AND TO DATE, STANDARD UNITS, LST/LSD TIME ZONE, AND MLLW
CLICK MORE DATA PULL DOWN MENU AND SELECT WATER LEVELS. SELECT
THE APPROPRIATE STATION ID CAN BE SEARCHED IN SEARCH WINDOW.
https://tidesandcurrents.noaa.gov/map/index.shtml?region=Texas
CURRENTS WEBSITE.
9. AUTO GAUGE TIDE STAFF DATA CAN BE LOCATED ON NOAA TIDE AND
ARE CONCEPTUAL.
8. THE TYPICAL SECTIONS PROVIDED ARE FOR INFORMATION ONLY. THEY
SURROUNDING LEVEE ELEVATION.
DREDGED MATERIAL NOT NEAR THE WIERS SHOULD NOT EXCEED
MINIMIZE BUILD UP OF DEPOSITED DREDGED MATERIAL. DEPOSITED
FT. FROM LEVEE. THE WIERS SHOULD BE MAINTAINED AS NECESSARY TO
7. DISCHARGE CORRIDORS IN PLACEMENT AREAS MUST BE A MINIMUM OF 100
6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
SPECIFICATIONS.
OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE
MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT
OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS
PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED.
5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY
SLOPES.
4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE
BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL
PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
(MLLW).
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM
Galveston District
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X=3305280.43
CURVE NO. 1
P.I. STA. 128+731.09
P el ic an Is la nd
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13,692,500Y=
13,695,000Y=
13,697,500Y=
13,700,000Y=
13,702,500Y=
13,707,500Y=
13,710,000Y=
13,712,500Y=
13,715,000Y=
13,717,500Y=
13,720,000Y=
13,722,500Y=
13,725,000Y=
13,705,000Y=
,2
,0
X
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,5
X
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X
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X
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X
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X
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X
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X
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X
SCALE IN FEET
0 2,000 4,000 6,000
PLAN
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
C-101
C-102
C-103
C-104
C-
1 C-402
TEXAS CITY
PELICAN ISLAND
PORT BOLIVAR
LAKE
SWAN
GALVESTON BAY
GALVESTON BAY
TEXAS CITY SHIP CHANNEL
H O
U S
T O
N S
H
IP
C
H A
N N
E L
G U
LF
IN
T R
A C
O A S T A L
W A T E R
W A Y
THIS CONTRACT)
(NOT AVAILABLE
A
REA
NO.
PLACEM
ENT
THIS CONTRACT)
(NOT AVAILABLE
A
REA
NO.
PLACEM
ENT
SPPA 2
SPPA 3
SPPA 4
SPPA 5
SPPA 4
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 2A
PLACEMENT
BEACH
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 2B
PLACEMENT
BEACH
TEXAS CITY DIKE
ISLAND
GALVESTON
TURNING BASIN
TEXAS CITY
CANAL
INDUSTRIAL
BASIN
TURNING
INDUSTRIAL
THI
S
CONTRACT)
(N
OT
AVAI
LABLE
Galveston District
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C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S .6
C .S
C .S
C.S.
C.S.
C .S P .T .7
C .S P .T .6
C.S. TXTB_42+86
C.S. TXTB_40+00
C.S. TXTB_36+00
C.S. TXTB_34+00
C.S. TXTB_30+00
C.S. TXTB_26+00
C.S. TXTB_24+00
C.S. TXTB_19+91
C.S. TXTB_16+00
C.S. TXTB_14+00
C.S. TXTB_10+00
C.S. TXTB_6+00
C.S. TXTB_4+00
C.S. TXTB_3+06
C.S. TXTB_2+00
SWAN 2 RESET USACE 2008
PID NO. BBDF92
X=3,277,255.066
Y=13,700,110.461
NAVD88 EL.=6.00
C H E M I C A L
C O M P A N Y
EASTM AN
STA. 72+50
WEIR
STA. 20+00
WEIR
G A L V E S T O N
B A Y
S S
W A S T E T R E A T E M E N T A R E A
U N I O N C A R B I D E C O R P. C H E M I C A L
PUMP DISCHARGE CANAL HURRICANE FLOOD CONTROL PROJECT
T E
X A
S C
IT
Y M
A
IN
T
U R
N
IN
G B
A S
IN
& TURNING BASIN
INDUSTRIAL CANAL
TEXAS CITY SHIP CHANNEL
PERMIT No.14114 904 0/707
DTD. 17 JULY 2001
STERLING CHEMICALS, INC.
PERMIT IS FOR EXIT POINTS
FOR 16" WASTE WATER PIPE
BENEATH T.C. TURNING BASIN
100' BELOW M.S.L.
16 AUGUST 2001
PROPOSED ROUTE OF PIPELINE:
16" PIPELINE FROM THE EXIT POINT AT SHOAL POINT
(SNAKE ISLAND) TO THE GULF COAST WASTE DISPOSAL
AUTHORITY SITE IS BEING EVALUATED UNDER
NATIONWIDE PERMIT No. SWG-2001-12-018.
OLD PIPE TO BE ABANDONED IN PLACE.
PERMIT No.9733
16" PIPELINE
GULF COAST WASTE
DISPOSAL AUTHORITY
AND MONSANTO PIPELINE
16 AUGUST 2001
PROPOSED ROUTE OF PIPELINE:
16" PIPELINE FROM THE EXIT POINT AT SHOAL POINT
(SNAKE ISLAND) TO THE GULF COAST WASTE DISPOSAL
AUTHORITY SITE IS BEING EVALUATED UNDER
NATIONWIDE PERMIT No. SWG-2001-12-018.
OLD PIPE TO BE ABANDONED IN PLACE.
0+00
P .T S
T A .8
P .I S T A .8
P.I. STA. 14+68.85
CURVE NO. 1
X=3277676.28
Y=13702452.59
R=2000.00'
L=2533.84'
T=1468.85'
P.I. STA. TXTB_0+00
P.I. STA. TXTB_20+07.92
X=3278090.87
Y=13706159.38
P.I. STA. TXTB_20+07.92
P.I. STA. TXTB_44+77.
TXTB_44+78
P.I. STA. TXTB_43+81
P.I. STA. TXTB_43+81
X=3278322.76
Y=13703797.66
S E
C T
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N N
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N N
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S C
H E D
U
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N
O . 1
SECTION NO. 6SCHEDULE NO. 1
SECTION NO. 5
SCHEDULE NO. 1
.4
469'
33'600'
600' 600'
GREEN SIDE
GREEN SIDE
RED SIDE
RED SIDE
M A T C
H L
IN
E S
T A . 3
BEACON
GREEN 19
TIDE STAFF
1 2
SCALE IN FEET
0 500 1,000 1,500
PLAN
13,700,000Y=
13,702,500Y=
13,705,000Y=
13,707,500Y=
,2
,5
X
,2
,0
X
,2
,0
X
,2
,5
X
STA. TXTB_42+86
OF DREDGING
WESTERLY LIMIT
CONTRACT)
(NOT AVAILABLE THIS
PLACEMENT AREA NO. 6
THI
S
CONTRACT)
(N
OT
AVAI
LABLE
AREA
NO.
PLACEM
ENT
SPPA 2
S T
A T
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T A T
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B
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* S
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C-
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COORDI
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C .S
C .S
C .S
C .S
C .S . 3
5+
C .S . 3
5+
C .S
C .S . 3
5+
C.
S.
5+
C .S
C.
S.
5+
C.
S.
6+
C .S
C.
S.
6+
0.
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S . 3
5+
C .S P .T .7
C.
S.
P .T . 3
5+
0.
C.S . T
XTB_
42+
C.S . T
XTB_
40+
C.S . T
XTB_
36+
00C.S . T
XTB_
34+
C.S . T
XTB_
30+
C.S . T
XTB_
26+
00C.S . T
XTB_
24+
STA. 7
2+5
0 WEIR
STA. 2
0+0
0WEIR
STA. 1
52+
50WEIR
STA. 2
2+5
0WEIR STA. 4
5+0
0WEIR
STA. 7
0+0
0WEIR
STA. 9
0+0
0 WEIR
STA. 1
22+
50 WEIR
G A L V E S T O N
B A Y
SS
T E
X A S C
IT
Y M
A
IN
T
U R
N
IN
G B
A S
IN
TEXAS CITY SHIP CHANNEL
DREDGE PIPELINE CULVERT(NOT AVAILABLE THIS CONTRACT)
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 2B
PLACEMENT
BEACH
16 A
UGUST 20
PROPOSED R
OUTE
OF P
IPELIN
E:
16"
PIP
ELIN
E F
ROM T
HE E
XIT
POIN
T A T S
HOAL POIN
T
(SNAKE IS
LAND) T
O T
HE G
ULF C
OAST W
ASTE
DIS
POSAL
AUTHORIT
Y S
ITE
IS B
EIN
G E
VALUATED U
NDER
NATIO
NWID
E P
ERMIT
No. S
WG-2
-12-
OLD P
IPE T
O B E A
BANDONED IN
PLACE.
P .I S T
A .3
0+00
+0
0 P
.I.
S
TA
. 1
4+ .8
P.I.
STA. 3
4+4 81.3
CURVE N
O. 1
X=32
35.2
Y=13
.51
R=23 19.9
4'
L=2 .88'
T=1 .62'
P.I.
STA. T
XTB_2
0+0
7.92
X=32
90.8
Y=13
.38
P.I . S
TA.
TXTB_
44+ 77.
TXTB_
44+
P.I . S
TA.
TXTB_
43+
P.I.
STA. T
XTB_4
3+8
X=32
22.7
Y=13
.66
S E
C T
IO
N N
O
S C
H E
D U
L E N
O
SECTION NO. 6
SCHEDULE NO. 1
SECTION NO. 5
SCHEDULE NO. 1
SECTION NO. 4
SCHEDULE NO. 1
.4
500'
200'
33'
GREEN SIDE
GREEN SIDE
RED SIDE
M A
T C
H L
IN
E S
T A
M A T C
H
LIN
E S
T A . 35+
BEACON
GREEN 1
TID
E S
TAFF
S T
A T
O S
T A
P L
A N
13,7 05,0
Y=
13,7 02,5
Y=
13,7 07,5
Y=
,2
,0
X
,2
,5
X
,2
,0
X
,2
,5
X
SCALE IN FEET
0 500 1,000 1,500
PLAN
T H
IS
C
O N T R
A C T
(N O T A
V A
IL
A B
LE
A R E A N
O . 5
P
LA
C E
M E N
CONTRACT)
(NOT A
VAIL
ABLE
THIS
PLACEMENT A
REA N
O.
SPP
A 2
SPP
A 3
SPP
A 4
SPP
A 5
* SEE SHEET C-
FOR C
OORDIN
ATES
S E E S
H E E T C -4 F
O R C
O O
R D
IN
A T
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
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IN
E E
R S
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A R
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IN
E E
R D
IS
T R
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G A
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T O
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A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
P
L A
N B y m a o x tw
:3
:3
P
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -3
T e x a s C it y M a in C h a n n e l a n d T u rn in g B a s in F
Y P L A
N S -S
C G
A L V -3
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-103
R
IL
W912HY20B0000
SOLICITATION NO.:
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
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P R
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H E D
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IO
N O
F
C h ie f, E n g in e e ri n g B ra n c h
W
IL
L
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J
O E H
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Z A P .E
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
R e s id e n t E n g in e e r
L A
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A L
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A
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E L A
N D T
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N
IN
G B
A S
IN
T E
X A
S C
IT
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H A
N N
E L T
E X
A S
C .S
C .S
C .S
C .S
C .S
C .S
C .S .2
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
DIK
E 2
USACE 20
PID
NO. B
BDG09
X=3,3 01,2
84.8
Y=13 ,704 ,367 .722
NAVD88 E
L.=6 .68
G U
L F I N
T R
A C
O A S
T A
L W
A T E
R W
A Y
M o o ri n g B a s in
STA. 7
0+0
0WEIR
DIKE
TEXAS CITY
PERMIT
No. 2
DTD: 1
1 D
ECEMBER 2
MANTA R
AY G
ATHERIN
G C
O.
HOUSTON, T
X. 7
-676
-541
24" X
MIL
E P
IPE
CRUDE O
IL
TEXAS CITY SHIP CHANNEL
36" x 36' R.C.P.
DREDGE PIPELINE CULVERT(NOT AVAILABLE THIS CONTRACT)
BURIED
ELECTRICAL
LINE DREDGE PIPELINE CULVERT
(NOT AVAILABLE THIS CONTRACT)
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 2A
PLACEMENT
BEACH
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 2B
PLACEMENT
BEACH
P.I.
STA. 1
7+1 44.2
CURVE N
O. 1
X=32
13.5
Y=13
.72
SECTION NO. 4
SCHEDULE NO. 1
SECTION NO. 3
SCHEDULE NO. 1
SECTION NO. 2SCHEDULE NO. 1
SECTION NO. 1SCHEDULE NO. 1
.1
125'
62.5'
X=33
51.9
Y=13
.24
X=33
18.6
Y=13
.497
X=33
85.2
Y=13
.754
RED SIDE
GREEN SIDE
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
C/L
RANGE
MID
WAY
TID
E S
TAFF
BEACON
RED 1
TID
E S
TAFF
(NOT A
VAILABLE
THIS
CONTRACT) (NOT A
VAILABLE
THIS
CONTRACT)
GALVESTON B
AY
GALVESTON B
AY
13,7 02,5
Y=
13,7 05,0
Y=
13,7 07,5
Y=
13,7 10,0
Y=
13,7 00,0
Y=
,2
,5
X
,2
,5
X
,3
,0
X
,2
,0
X
,3
,5
X
,3
,0
X
SCALE IN FEET
0 500 1,000 1,500
PLAN
S T
A T
O S
T A
P L
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
P
L A
N B y m a o x tw
:3
:0
P
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -3
T e x a s C it y M a in C h a n n e l a n d T u rn in g B a s in F
Y P L A
N S -S
C G
A L V -3
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-104
R
IL
W912HY20B0000
SOLICITATION NO.:
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
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P R
E P
A R
E D U
N D
E R T
H E D
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T
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N O
F
C h ie f, E n g in e e ri n g B ra n c h
W
IL
L
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J
O E H
O N
Z A P .E
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
R e s id e n t E n g in e e r
L A
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A L
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A
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N
IN
G B
A S
IN
T E
X A
S C
IT
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H A
N N
E L T
E X
A S
C .S
C .S
C .S
C .S
C .S
C .S
LUB 13
28 B
PID
NO. D
O999
X=3,3 12,4
51.6
Y=13 ,704 ,558 .730
NAVD88 E
L.=6 .21
LUB 13
28 B
PID
NO. D
O999
X=3,3 12,4
51.6
Y=13 ,704 ,558 .730
NAVD88 E
L.=6 .21
8 B (Po rt B oliva
r) T
COON
PID
NO. D
O999
X=3,3 12,4
51.6
Y=13 ,704 ,558 .730
NAVD88 E
L.=6 .21
G U
L F I N
T R
A C
O A S
T A
L W
A T E
R W
A Y
M o o ri n g B a s in
DIKE
TEXAS CITY
H O
U S
T O
N S
H
IP
C
H A
N N
E L
TEXAS CITY SHIP CHANNEL
G U
L F I N
T R
A C
O A S
T A
L W
A T E
R W
A Y
SECTION NO. 1SCHEDULE NO. 1
125'
62.5'
X=33
51.9
Y=13
.24
X=33
18.6
Y=13
.497
X=33
85.2
Y=13
.754
X=33
43.4
Y=13
.649
RED SIDE
GREEN SIDE
M A
T C
H L
IN
E S
T A
(NOT A
VAILABLE
THIS
CONTRACT)
PORT B
OLIVAR
GALVESTON B
AY
13,6 97,5
Y=
13,7 00,0
Y=
13,7 02,5
Y=
13,7 05,0
Y=
,3
,5
X
,3
,0
X
,3
,5
X
,3
,0
X
,3
,5
X
,3
,0
X
SCALE IN FEET
0 500 1,000 1,500
PLAN
S T
A T
O S
T A
P L
A N
STA. 6+000
OF DREDGING
EASTERLY LIMIT
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
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U .S
A R
M Y E
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IN
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R D
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T R
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G A
L V
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T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
X
S E
C B y m a o x tw
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P
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -3
T e x a s C it y M a in C h a n n e l a n d T u rn in g B a s in F
Y P L A
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C G
A L V -3
-3
C O
N T
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R
IL
W912HY20B0000
SOLICITATION NO.:
C O
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A R
M Y
C O
M M
A N
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IN
G
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R e s id e n t E n g in e e r
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-60
-50
-40
-30
E L E
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N I
N U .S F
E E
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0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
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N I
N U .S F
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0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
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T
0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
10+000 15+000
9+000 14+000
8+000 13+000
7+000 12+000
6+000 11+000
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
200'200'
SURVEYED NOVEMBER 2019
C/L C/L
STA. 13+600
(1) - 24" X 70 MILE CRUDE OIL
SUBMERGED PIPELINE
EASTERLY LIMIT
OF DREDGING
46' FED. AUTH. DEPTH
48' REQ'D DEPTH
2' ALLOWABLE DEPTH
46' FED. AUTH. DEPTH
48' REQ'D DEPTH
2' ALLOWABLE DEPTH
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
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IN
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U .S
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IN
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T O
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D a te
R e v
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A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
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Drawing No.:
F il e
M o d e l
N a m e
C -3
X
S E
C B y m a o x tw
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P
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -3
T e x a s C it y M a in C h a n n e l a n d T u rn in g B a s in F
Y P L A
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C G
A L V -3
-3
C O
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R
IL
W912HY20B0000
SOLICITATION NO.:
C O
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U .S
A R
M Y
C O
M M
A N
D
IN
G
T
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-50
-40
-30
E L E
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N I
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0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
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N I
N U .S F
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0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
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N I
N U .S F
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0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
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N I
N U .S F
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0 100 200 300 400 500 600-100-200-300-400-500-600
17+144.28
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
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N I
N U .S F
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0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
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-50
-40
-30
E L E
V A
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N I
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0 100 200 300 400 500 600-100-200-300-400-500-600
<-- GREEN - RED --->
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-50
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200'317.18'
200'200'
200'200'
200'207'
200'303.77'
200'234.93'
SURVEYED NOVEMBER 2019
BEGIN TEMPLATE TRANSITIONING END TEMPLATE TRANSITIONING
C/L C/L
46' FED. AUTH. DEPTH
48' REQ'D DEPTH
2' ALLOWABLE DEPTH
46' FED. AUTH. DEPTH
Galveston District
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SURVEYED NOVEMBER 2019
C/L C/L
46' FED. AUTH. DEPTH
48' REQ'D DEPTH
2' ALLOWABLE DEPTH
46' FED. AUTH. DEPTH
Galveston District
G A
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T e x a s C it y M a in C h a n n e l a n d T u rn in g B a s in F
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33+273.76
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32+949 33+800
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200'279.93'
200'303.4'
200'334.81'
200'371.15'
200'398.48'
200'390.47'
200'440.32'
200'474.51'
200'392.11'
SURVEYED NOVEMBER 2019
BEGIN TEMPLATE TRANSITIONING
C/L C/L
46' FED. AUTH. DEPTH
48' REQ'D DEPTH
2' ALLOWABLE DEPTH
46' FED. AUTH. DEPTH
Galveston District
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200'494.16'
200'500.03'
200'489'
200'498'
200'500'
200'364.5'
200'195.5'
200'500'
SURVEYED NOVEMBER 2019
BEGIN TEMPLATE TRANSITIONING
END TEMPLATE TRANSITIONING
END TEMPLATE TRANSITIONING
STA. 35+568 & STA. 35+574
(2) 16" WASTE WATER
SUBMERGED PIPELINES
C/L
C/L
END OF
MAIN CHANNEL
46' FED. AUTH. DEPTH
48' REQ'D DEPTH
2' ALLOWABLE DEPTH
46' FED. AUTH. DEPTH
Galveston District
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TXTB_20+07.92
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TXTB_4+00 TXTB_19+91
TXTB_3+06 TXTB_16+00
TXTB_2+00 TXTB_14+00
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C
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TXTB_0+00 TXTB_10+00
469'
600'33'
600'600'
600'600'
SURVEYED NOVEMBER 2019
1BEGIN TEMPLATE TRANSITIONING
END TEMPLATE TRANSITIONING
C/L C/L
BEGINNING OF
TURNING BASIN
46' FED. AUTH. DEPTH
48' REQ'D DEPTH
2' ALLOWABLE DEPTH
46' FED. AUTH. DEPTH
Galveston District
G A
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S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
X
S E
C B y m a o x tw
:1
:5
P
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -3
T e x a s C it y M a in C h a n n e l a n d T u rn in g B a s in F
Y P L A
N S -S
C G
A L V -3
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-307
R
IL
W912HY20B0000
SOLICITATION NO.:
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
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A R
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C h ie f, E n g in e e ri n g B ra n c h
W
IL
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Z A P .E
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T E
IN
E R P .E P
M P
A re a E n g in e e r
R e s id e n t E n g in e e r
L A
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IN
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IN
G B
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A S
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T
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<-- GREEN - RED --->
-60
-50
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-30
E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600 700-100-200-300-400-500-600-700
<-- GREEN - RED --->
-60
-50
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E L E
V A
T
IO
N I
N U .S F
E E
T
0 100 200 300 400 500 600 700-100-200-300-400-500-600-700
<-- GREEN - RED --->
-60
-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
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0 100 200 300 400 500 600 700-100-200-300-400-500-600-700
<-- GREEN - RED --->
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-50
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-30
E L E
V A
T
IO
N I
N U .S F
E E
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0 100 200 300 400 500 600 700-100-200-300-400-500-600-700
<-- GREEN - RED --->
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-50
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E L E
V A
T
IO
N I
N U .S F
E E
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0 100 200 300 400 500 600 700-100-200-300-400-500-600-700
<-- GREEN - RED --->
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-50
-40
-30
E L E
V A
T
IO
N I
N U .S F
E E
T 0 100 200 300 400 500 600 700-100-200-300-400-500-600-700
<-- GREEN - RED --->
TXTB_36+00
TXTB_34+00
TXTB_30+00
TXTB_26+00 TXTB_42+86
S T
A T
X T
B T
O S
T A T
X T
B
C R
O S
S S
E C
T
IO
TXTB_24+00 TXTB_40+00
600'600'
600'600'
SURVEYED NOVEMBER 2019
C/L
C/L
END OF
TURNING BASIN
WESTERLY LIMIT
OF DREDGING
46' FED. AUTH. DEPTH
48' REQ'D DEPTH
2' ALLOWABLE DEPTH
46' FED. AUTH. DEPTH
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
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F E
N G
IN
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IN
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G A
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N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -4
P
A B y m a o x tw
:3
:3
P
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -3
T e x a s C it y M a in C h a n n e l a n d T u rn in g B a s in F
Y P L A
N S -S
C G
A L V -3
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-401
R
IL
W912HY20B0000
SOLICITATION NO.:
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
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G B
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A S
C.S. TXTB_42+86
NAVD88 EL.=6.00
Y=13,700,110.461
X=3,277,255.066
PID NO. BBDF92
SW
AN 2 RESET USACE 2008
STA. 72+50
W
EIR
STA. 20+00
W
EIR
G A L V E S T O N
B A Y
CONTRACT)
(NOT AVAILABLE THIS
PLACEMENT AREA NO. 6
SPPA 2
THIS CONTRACT)
(NOT AVAILABLE
AREA NO. 5
PLACEMENT
OLD PIPE TO BE ABANDONED IN PLACE.
NATIONW
IDE PERM
IT No. SW G-2001-12-018.
AUTHORITY SITE IS BEING EVALUATED UNDER
(SNAKE ISLAND) TO THE GULF COAST W
ASTE DISPOSAL
16" PIPELINE FROM
THE EXIT POINT AT SHOAL POINT
PROPOSED ROUTE OF PIPELINE:
16 AUGUST 2001
AND M
ONSANTO PIPELINE
DISPOSAL AUTHORITY
GULF COAST W
ASTE
16" PIPELINE
PERM
IT No.9733
13,700,000
Y=
13,702,500
Y=
13,705,000
Y=
,2
,0
X
,2
,5
X
,2
,5
X
,2
,0
X
N O A
N D S
P P
A
P L
A C
E M
E N
T A
R E
A
SCALE IN FEET
0 300 600 900
PLAN
100'
100'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
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IN
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T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -4
P
A B y m a o x tw
:3
:4
P
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -3
T e x a s C it y M a in C h a n n e l a n d T u rn in g B a s in F
Y P L A
N S -S
C G
A L V -3
-3
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-402
R
IL
W912HY20B0000
SOLICITATION NO.:
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
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H E D
IR
E C
T
IO
N O
F
C h ie f, E n g in e e ri n g B ra n c h
W
IL
L
IE
J
O E H
O N
Z A P .E
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
R e s id e n t E n g in e e r
L A
U R
A L
Y N
N V
E R
A P
.B .W
E .R .L
A
E L
IN
E D
R E
D G
IN
G M
A
IN
C
H A
N N
E L A
N D T
U R
N
IN
G B
A S
IN
T E
X A
S C
IT
Y C
H A
N N
E L T
E X
A S
STA. 152+50
WEIR
STA. 22+50
WEIR
STA. 45+00
WEIR
STA. 70+00
WEIR
STA. 90+00
WEIR
STA. 122+50
WEIR
SPPA 3
SPPA 4
SPPA 5
1 2
SCALE IN FEET
0 300 600 900
PLAN
13,700,000Y=
,2
,0
X
,2
,5
X
,2
,0
X
,2
,5
X
S P
P A
A N
D
P L
A C
E M
E N
T A
R E
A
150' 150'
150' 150'
0'
100'
100'
13,702,506.41Y=
| 001-GALV-308-389-PLANS |
| 002-GALV-308-389-PLANS |
| 003-GALV-308-389-PLANS |
| 004-GALV-308-389-PLANS |
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| GALV-308-389-Title.pdf |
| 001-GALV-308-389-PLANS |
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| 004-GALV-308-389-PLANS |
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| 014-GALV-308-389-PLANS |
| 015-GALV-308-389-PLANS |
| 016-GALV-308-389-PLANS |
| 2020-04-27T10:47:17-0500 | |
| HONZA.WILLIE.J.1231036136 |
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