B3_W9126G-16-B-0024-Plans.pdf
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DEFERRED ENVIRONMENTAL
RESTORATION OF M7/8/9 & M10
ATKINSON MARSH CELLS
Houston Ship Channel Houston-Galveston Navigation Channels, Texas
PRINTED ON
RECYCLED PAPER
TOTAL
ARMY
QUALITY
Office of the District Engineer U. S. Army Engineer District, Galveston
Corps of Engineers Galveston, Texas
July 2016
Ce n t e r of Ex c e l l e nc e
This project was designed by the Joint Venture of TCB & GBA (TBPE No. F-10788). 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.
salazarb Stamp salazarb Stamp
U.S. Army Corps of Engineers
Galveston District
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SKEWED
200'
HORIZONTAL GRAPHIC SCALE
200'0' 400' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT
CHANNEL ALIGNMENT
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
BORROW
2' MAXIMUM
-48.5' REQD
BORROW
E L E
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EXISTING
GROUND
SKEWED
2.5
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
SKEWED
1,413.9'1,950.4'1,224.9'
930.7' 1,681.3' 1,173.5'
RED
SIDE
239+22.31
238+00
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
POST MINING
SURVEY 2002-2003
EXISTING
GROUND
DISTANCE IN FEET
DISTANCE IN FEET
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
2002-2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL ALIGNMENT
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
MAINTENANCE DREDGING
GREEN
SIDE
-46.5' AUTHORIZED DEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
-46.5' AUTHORIZED DEPTH
Sheet 8 of 74 salazarb Stamp
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200'
HORIZONTAL GRAPHIC SCALE
200'0' 400' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT
CHANNEL ALIGNMENT
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
E L E
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GROUND
POST MINING
SURVEY 2002-2003
SKEWED
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
SKEWED
728.3'
604.6'
1,348.1' 895.6'
1,090.3' 693.6'
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
SIDE
RED
236+00
234+00
DISTANCE IN FEET
DISTANCE IN FEET
GREEN
SIDE
-46.5' AUTHORIZED DEPTH
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
2002-2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL ALIGNMENT
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
MAINTENANCE DREDGING
C-8
Sheet 9 of 74 salazarb Stamp
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CHANNEL ALIGNMENT
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EXISTING
GROUND
POST MINING
SURVEY 2002-2003
SKEWED
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
SKEWED
510.1'
430.6' 707.0' 421.3'
880.9' 539.7'
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW 2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
SIDE
RED
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
232+00
230+00
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
DISTANCE IN FEET
DISTANCE IN FEET
GREEN
SIDE
-46.5' AUTHORIZED DEPTH
-46.5' AUTHORIZED DEPTH
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
2002-2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL ALIGNMENT
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
MAINTENANCE DREDGING
Sheet 10 of 74
C-9 salazarb Stamp
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100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
E L E
V A
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E L E
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DISTANCE IN FEET
DISTANCE IN FEET
EXISTING
GROUND
POST MINING
SURVEY 2002-2003
SKEWED
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
SKEWED
359.9'
294.6' 438.4' 266.6'
561.0' 331.6'
CHANNEL ALIGNMENT
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
RED
SIDE
228+00
226+00
GREEN
SIDE
-46.5' AUTHORIZED DEPTH
-46.5' AUTHORIZED DEPTH
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
2002-2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL ALIGNMENT
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
MAINTENANCE DREDGING
C-10
Sheet 11 of 74 salazarb Stamp
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335.9' 223.8'
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT
CHANNEL ALIGNMENT
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
DISTANCE IN FEET
E L E
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DISTANCE IN FEET
EXISTING
GROUND
POST MINING
SURVEY 2002-2003
SKEWED
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
2.5
SKEWED
SKEWED
232.7'
173.1'
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
RED
SIDE
224+00
222+00
GREEN
SIDE
-46.5' AUTHORIZED DEPTH
-46.5' AUTHORIZED DEPTH
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
2002-2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL ALIGNMENT
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
MAINTENANCE DREDGING
C-11
Sheet 12 of 74 salazarb Stamp
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E n g i n e e r i n g
B r a n c h
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100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT
CHANNEL ALIGNMENTCHANNEL ALIGNMENT
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
DISTANCE IN FEET
E L E
V A
T I O
N
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DISTANCE IN FEET DISTANCE IN FEET
E L E
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T I O
N
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W
DISTANCE IN FEET
E L E
V A
T I O
N
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T
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L L W
POST MINING
SURVEY 2002-2003
EXISTING
GROUND
POST MINING
SURVEY 2002-2003
2.5
2.5
SKEWED
SKEWED
EXISTING
GROUND
51.9'
24.4'89.7'
7.2'
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
SKEWED
GREEN
RED
SIDE
GREEN
SIDE
SIDESIDE
RED
220+00
218+00
216+00
214+00
175' 225' 175' 225'
175' 225'175.0' 225.0'
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
2.5
2.5
2.5
2.5
2.5
2.5
SKEWED
-46.5' AUTHORIZED DEPTH
-46.5' AUTHORIZED DEPTH
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
2002-2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL ALIGNMENT
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
MAINTENANCE DREDGING
C-12
Sheet 13 of 74 salazarb Stamp
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100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT CHANNEL ALIGNMENT
CHANNEL ALIGNMENT
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
DISTANCE IN FEET
E L E
V A
T I O
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E L E
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T I O
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DISTANCE IN FEET
E L E
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DISTANCE IN FEET
E L E
V A
T I O
N
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T
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DISTANCE IN FEET
POST MINING
SURVEY 2002-2003
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
SKEWED
2.5
2.5
2.5
2.5
2.5
2.5
2.5
SKEWED
EXISTING
GROUND
EXISTING
GROUND
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
GREEN
SIDE
RED
RED
SIDE
SIDESIDE
GREEN
212+00
211+15.56
210+00
205+00
175' 225'
175' 225'
175' 225'
175' 225'
2.5
-46.5' AUTHORIZED DEPTH
-46.5' AUTHORIZED DEPTH-46.5' AUTHORIZED DEPTH
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
2002-2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL ALIGNMENT
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
MAINTENANCE DREDGING
C-13
Sheet 14 of 74 salazarb Stamp
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C o n s t r u c t i o n
D i v i s i o n
E n g i n e e r i n g
B r a n c h
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100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT
CHANNEL ALIGNMENT
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
E L E
V A
T I O
N
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T
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W
DISTANCE IN FEET
E L E
V A
T I O
N
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T
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W
DISTANCE IN FEET
E L E
V A
T I O
N
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T
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DISTANCE IN FEET
E L E
V A
T I O
N
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DISTANCE IN FEET
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
EXISTING
GROUND
EXISTING
GROUND
GREEN
SIDE
RED
SIDE
GREEN
SIDE
RED
SIDE
200+00
195+00
190+00
185+00
175' 225'
175' 225'175' 225'
175' 225'
-46.5' AUTHORIZED DEPTH
-46.5' AUTHORIZED DEPTH
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
EXISTING CHANNEL TEMPLATE
CHANNEL ALIGNMENT
MAINTENANCE DREDGING
C-14
Sheet 15 of 74 salazarb Stamp
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Drawing No.:
A S
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D I T
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K
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C h i e f
E n g i n e e r i n g a n d
C o n s t r u c t i o n
D i v i s i o n
E n g i n e e r i n g
B r a n c h
D R
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G I N
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T I O
N S
B A
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O R
T
S
H
A
N N
E L
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L
W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L
W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
EXISTING
GROUND
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
EXISTING
GROUND
GREEN
SIDE
RED
SIDE
GREEN
SIDE
RED
SIDE
180+00
175+00
170+00
165+00
175' 225'
175' 225'
175' 225'
175' 225'
CHANNEL ALIGNMENT
-46.5' AUTHORIZED DEPTH
-46.5' AUTHORIZED DEPTH
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
EXISTING CHANNEL TEMPLATE
CHANNEL ALIGNMENT
MAINTENANCE DREDGING
CROSS SECTION LEGEND
C-15
Sheet 16 of 74 salazarb Stamp
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Drawing No.:
A S
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C h i e f
E n g i n e e r i n g a n d
C o n s t r u c t i o n
D i v i s i o n
E n g i n e e r i n g
B r a n c h
D R
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G I N
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C
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S
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T I O
N S
B A
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T
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H
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N N
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E L E
V A
T I O
N
E
T
M
L L
W
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
CHANNEL ALIGNMENT
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
-48.5' REQUIRED DEPTH
2' ALLOWABLE OVERDEPTH
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
DISTANCE IN FEET
2.5
2.5
2.5
2.5
2.5
2.5
175' 225'
EXISTING
GROUND
GREEN
SIDE
RED
SIDE
160+00
155+00
150+00
175' 225' 175' 225'
CHANNEL ALIGNMENT
CHANNEL ALIGNMENT
-46.5' AUTHORIZED DEPTH -46.5' AUTHORIZED DEPTH
GREEN
SIDE
RED
SIDE
EXISTING GROUND REFERENCED FROM 02/15-19/2016 JV HYDROGRAPHIC SURVEY
EXISTING CHANNEL TEMPLATE
CHANNEL ALIGNMENT
MAINTENANCE DREDGING
CROSS SECTION LEGEND
C-16
Sheet 17 of 74 salazarb Stamp
Galveston District
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C h i e f
E n g i n e e r i n g a n d
C o n s t r u c t i o n
D i v i s i o n
E n g i n e e r i n g
B r a n c h
D R
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G I N
G
C
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S
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T I O
N S
H O
U S
T O
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S
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O P
T I O
N
30+089.93
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
30+000
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
29+800
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
29+600
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
265'265' 265'265'
265'265'265'265'
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-14.0'
-13.0'
47.2'
14.7' 79.8'
POST MINING
SURVEY 2003
EXISTING
GROUND
EXISTING
GROUND
POST MINING
SURVEY 2003
235'
SKEWED
SKEWED
SKEWED
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
NOTE: NO MAINTENANCE DREDGING. ANY MAINTENANCE DREDGING TO
ENTER THE HSC BORROW AREA IS INCIDENTAL.
-14.0'
-13.0'
235' 235'
235'
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/17/2016 JV HYDROGRAPHIC SURVEY
2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL CENTERLINE
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
151.25' 151.25' 151.25' 151.25'
151.25' 151.25'151.25' 151.25'
-46.5'
-48.5'
-50.5'
-46.5'
-48.5'
-50.5'
C-17
Sheet 18 of 74 salazarb Stamp
Galveston District
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Drawing No.:
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C h i e f
E n g i n e e r i n g a n d
C o n s t r u c t i o n
D i v i s i o n
E n g i n e e r i n g
B r a n c h
C-18
D R
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H O
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Sheet 19 of 74
29+400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
29+200
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
29+000
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
28+800
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
265'265' 265'265'
265'265'265'265'
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
BORROW
2' MAXIMUM
-48.5' REQUIRED
BORROW
SKEWED
112.4'
145.0'
177.5'
210.1'
EXISTING
GROUND
EXISTING
GROUND
POST MINING
SURVEY 2003
SKEWED
SKEWED
SKEWED
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
NOTE: NO MAINTENANCE DREDGING. ANY MAINTENANCE DREDGING TO
ENTER THE HSC BORROW AREA IS INCIDENTAL.
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/17/2016 JV HYDROGRAPHIC SURVEY
2003 POST MINING SURVEY PROVIDED BY THE USACE
CHANNEL CENTERLINE
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
-14.0'
-13.0'
-14.0'
-13.0'
235'
235' 235'
235'
151.25' 151.25' 151.25' 151.25'
151.25' 151.25'151.25' 151.25'
-46.5'
-48.5'
-50.5'
-46.5'
-48.5'
-50.5' salazarb Stamp
Galveston District
J
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C o n s t r u c t i o n
D i v i s i o n
E n g i n e e r i n g
B r a n c h
C-19
D R
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H O
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Sheet 20 of 74
28+600
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
28+400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
28+200
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
28+000
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
SKEWED
2.5
2.5
265'
265'265' 265'265'
265'265'
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
BORROW
2' MAXIMUM
-48.5' REQUIRED
BORROW
229.1'273.8'
215.4'
192.9'
170.4'235'
EXISTING
GROUND
2.5
SKEWED
SKEWED
SKEWED
SKEWED
SKEWED
SKEWED
SKEWED
2.5
EXISTING
GROUND
235'
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
NOTE: NO MAINTENANCE DREDGING. ANY MAINTENANCE DREDGING TO
ENTER THE HSC BORROW AREA IS INCIDENTAL.
-14.0'
-13.0'
-14.0'
-13.0'
235'
235'235'
235'
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/17/2016 JV HYDROGRAPHIC SURVEY
CHANNEL CENTERLINE
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
151.25' 151.25'151.25' 151.25'
151.25' 157.1' 151.25' 151.25'
-46.5'
-48.5'
-50.5'
-46.5'
-48.5'
-50.5' salazarb Stamp
Galveston District
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Drawing No.:
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C o n s t r u c t i o n
D i v i s i o n
E n g i n e e r i n g
B r a n c h
C-20
D R
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Sheet 21 of 74
27+800
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
27+600
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
27+400
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
27+200
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
265'265'
265'265'265'265'
265'265'
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
80.5'
103.0'147.9'
125.5'
SKEWED
SKEWED
235'
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
SKEWED
SKEWED
NOTE: NO MAINTENANCE DREDGING. ANY MAINTENANCE DREDGING TO
ENTER THE HSC BORROW AREA IS INCIDENTAL.
-14.0'
-13.0'
-14.0'
-13.0'
235'
235' 235'
235'
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/17/2016 JV HYDROGRAPHIC SURVEY
CHANNEL CENTERLINE
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
151.25' 151.25' 151.25' 151.25'
151.25' 151.25' 151.25' 151.25'
-46.5'
-48.5'
-50.5'
-46.5'
-48.5'
-50.5' salazarb Stamp
Galveston District
J
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Drawing No.:
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C o n s t r u c t i o n
D i v i s i o n
E n g i n e e r i n g
B r a n c h
C-21
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Sheet 22 of 74
27+000
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
26+800
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
26+600
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
26+484.13
-60 -60
-50 -50
-40 -40
-30 -30
-20 -20
-10 -10
0 0
-600 -500 -400 -300 -200 -100 0 100 200 300 400 500 600
100'
HORIZONTAL GRAPHIC SCALE
100'0' 200' 10'
VERTICAL GRAPHIC SCALE
10'0' 20'
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
E L E
V A
T I O
N
E
T
M
L L W
DISTANCE IN FEET
CROSS SECTION LEGEND
EXISTING GROUND REFERENCED FROM 02/17/2016 JV HYDROGRAPHIC SURVEY
CHANNEL CENTERLINE
EXISTING CHANNEL TEMPLATE
CHANNEL BORROW TEMPLATE
BORROW MATERIAL
C CHANNEL
L
C CHANNEL
L
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
265'265'
265'265'
265'265'
265'265'
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
-48.5' REQUIRED BORROW
2' MAXIMUM BORROW
SKEWED
13.0'
35.5'
58.0'
EXISTING
GROUND
EXISTING
GROUND
SKEWED
SKEWED
SKEWED
151.25' 151.25'
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
BARGE
LANE
(RED)
BARGE
LANE
(GREEN)
NOTE: NO MAINTENANCE DREDGING. ANY MAINTENANCE DREDGING TO
ENTER THE HSC BORROW AREA IS INCIDENTAL.
-14.0'
-13.0'
-14.0'
-13.0'
235'
235'235'
235'
151.25' 151.25'
151.25' 151.25'
151.25' 151.25'
-46.5'
-48.5'
-50.5'
-46.5'
-48.5'
-50.5' salazarb Stamp
Galveston District
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Sheet 27 of 74 salazarb Stamp
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Sheet 28 of 74 salazarb Stamp
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Sheet 29 of 74 salazarb Stamp
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Sheet 30 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 31 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 32 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 33 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 34 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 35 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 36 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 37 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 38 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 39 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20' salazarb Stamp
Galveston District
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Sheet 40 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20 salazarb Stamp
Galveston District
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Sheet 41 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20 salazarb Stamp
Galveston District
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Sheet 42 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20 salazarb Stamp
Galveston District
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Sheet 43 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20 salazarb Stamp
Galveston District
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Sheet 44 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20 salazarb Stamp
Galveston District
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Sheet 45 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20 salazarb Stamp
Galveston District
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Sheet 46 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20 salazarb Stamp
Galveston District
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Sheet 47 of 74
40'
HORIZONTAL GRAPHIC SCALE
40'0' 80' 10'
VERTICAL GRAPHIC SCALE
10'0' 20 salazarb Stamp
Galveston District
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Sheet 49 of 74
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Sheet 64 of 74 salazarb Stamp
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Sheet 67 of 74 salazarb Stamp
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Sheet 74 of 74
| (0)Cover-Model |
| (1)Index_Location_Map Model (1) |
| (2)General_Notes-Model |
| (3)PROJECT_CONTROL-Model |
| (4)Overall_Site_Plan-Model |
| (5)Pipeline_Location_Map-Model |
| (6)DREDGING_PLAN-Model |
| (7)BSC_FLARE_XSECS-Model |
| (8)BSC_FLARE_XSECS-Model |
| (9)BSC_FLARE_XSECS-Model |
| (10)BSC_FLARE_XSECS-Model |
| (11)BSC_FLARE_XSECS-Model |
| (12)BSC_FLARE_XSECS-Model |
| (13)BSC_FLARE_XSECS-Model |
| (14)BSC_FLARE_XSECS-Model |
| (15)BSC_FLARE_XSECS-Model |
| (16)BSC_FLARE_XSECS-Model |
| (17)HSC_XSECS-Model |
| (18)HSC_XSECS-Model |
| (19)HSC_XSECS-Model |
| (20)HSC_XSECS-Model |
| (21)HSC_XSECS-Model |
| (22)SIDESCAN_SURVEY-Model |
| (23)MAGNETOMETER_SURVEY-Model |
| (24)M789_Plan-Model |
| (25)M10_Plan-Model |
| (26)M78910_TYP_SECS-Model |
| (27)M78910_TYP_SECS-Model |
| (28)TYPICAL DIKE DETAIL-Model |
| (29)M789_XSECS-Model |
| (30)M789_XSECS-Model |
| (31)M789_XSECS-Model |
| (32)M789_XSECS-Model |
| (33)M789_XSECS-Model |
| (34)M789_XSECS-Model |
| (35)M789_XSECS-Model |
| (36)M789_XSECS-Model |
| (37)M789_XSECS-Model |
| (38)M789_XSECS-Model |
| (39)M10_XSECS-Model |
| (40)M10_XSECS-Model |
| (41)M10_XSECS-Model |
| (42)M10_XSECS-Model |
| (43)M10_XSECS-Model |
| (44)M10_XSECS-Model |
| (45)M10_XSECS-Model |
| (46)M10_XSECS-Model |
| (47)M10_XSECS-Model |
| (48)M10_XSECS-Model |
| (49)PA14_SITE_Plan-Model |
| (50)PA14_TYP_SECS-Model |
| (51)PA15_SITE_Plan-Model |
| (52)PA15_TYP_SECS-Model |
| (53)AIDS_TO_NAVIGATION_PLAN-Model |
| (F1)CHANNEL_BORINGS_PLAN-Model |
| (F2)M789_Borings_Plan-Model |
| (F3)M10_Borings_Plan-Model |
| (F4)M78910_Probing_Plan-Model |
| (F5)PROBING_LOGS-Model |
| (F6)PROBING_LOGS-Model |
| (F7)PROBING_LOGS-Model |
| (F8)PROBING_LOGS-Model |
| (F9)PROBING_LOGS-Model |
| (F10)PROBING_LOGS-Model |
| (F11)PROBING_LOGS-Model |
| (F12)PROBING_LOGS-Model |
| (F13)PROBING_LOGS-Model |
| (F14)PROBING_LOGS-Model |
| (F15) M789 2016_PROBING_PLAN-Model |
| (F16) M10 2016_PROBING_PLAN-Model |
| (F17) 2016_PROBING_LOGS SHEET 1 OF 2-Model |
| (F18) 2016_PROBING_LOGS SHEET 2 OF 2-Model |
| (S-1) EXISTING SPILLBOX DESIGN-Model |
| (S-2) EXISTING SPILLBOX DESIGN-Model |
| 2016-07-22T12:56:26-0500 | |
| NELSON.MICHAEL.A.1231007896 |
File details come from the government source that posted it. Updated .