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Amendment 0001. BID OPENING REMAINS 29 AUG 2016 2 00 P.M. LOCAL TIME
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C-01
Sheet 9 of 81 Total For Project
Sheet 1 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N E
X
IS
T
IN
G C
O N
D
IT
IO
N B y
M
O D
X M
A N
:1
:5
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
W9126G-16-B-0023
SOLICITATION NO.:
HSC 406-12SWG FILE NO.
A U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
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C h ie f, G e n e ra l E n g in e e ri n g
R
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C E S
H E
E T
/1
/1
J
D C
97-84
91-325
97-85
98-80
01-48
98-79
01-44
01-47
97-87
01-45
01-46
97-93
01-4397-92
97-90
01-38
97-78
01-39 01-37
98-76
97-81
97-83
98-81
98-82
97-82
91-324
01-43
97-88
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
W
K L
WKL
WKL
WKL
W K
L
WKL
WKL
WKL
W K
L
A-BASIN-ROW
B-BASIN-ROW
C-BASIN-ROW
D-BASIN-ROW
E-BASIN-ROW
F-BASIN-ROW
G-BASIN-ROW
H-BASIN-ROW
I-BASIN-ROW
J-BASIN-ROW
K-BASIN-ROW
A-DET-TOB
B-DET-TOB
C-DET-TOB
D-DET-TOB
E-DET-TOB
F-DET-TOB
G-DET-TOB
H-DET-TOB
I-DET-TOB
J-DET-TOB
K-DET-TOB
L-DET-TOB
M-DET-TOB
A-DET-WATER
B-DET-WATER
C-DET-WATERD-DET-WATER
E-DET-WATER
F-DET-WATER G-DET-WATER
H-DET-WATER
I-DET-WATER
J-DET-WATER
K-DET-WATER
L-DET-WATER
M-DET-WATER
N-DET-WATER
O-DET-WATER
P-DET-WATER Q-DET-WATER R-DET-WATER
S-DET-WATER
T-DET-WATERU-DET-WATER
V-DET-WATERW-DET-WATER
X-DET-WATERY-DET-WATER
Z-DET-WATER1-DET-WATER
2-DET-WATER
3-DET-WATER
4-DET-WATER 5-DET-WATER
NORTH-WEIR
NORTH-WEIR
EAST-WEST
EAST-WEST
NORTH-SOUTH
NORTH-SOUTH
N °4
'3
.0
"E
N88°36'3.56"E
S '9 .8
"E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x
P P
P P
P
P P
P
P x x x
S
S
S
CB
P
IP
E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x
P
P P
P P
P
P P
P
P x x x
S
S
S
S xxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
CB
17-29 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S
GREEN
HOMBLY
P
IP
E
HOMBLY
FLOW
FLOW
E X
IS
T
IN
G P
IP
E x x
S
T M
36" STM.
S
T M
T
M
36" STM.
M
36" STM.
36" STM.
36" STM.
M
M
A
B
C
D E
F
K
N
U-HAUL
EXISTING TREES
DO NOT DISTURB
EX. SEWER LINE
DO NOT DISTURB
EL. 95.95'
WATERLINE
TOP OF 12" EX.
F =95.95 24" STUB (N)
F =93.63 36" (W)
F =95.63 24" (S)
F =93.83 36" (E)
T/Stm. MH.=102.56
F =93.78 36" (W)
F =93.65 36" (E)
T/Stm. MH.=101.63
DO NOT DISTURB
EL. 94.67'
WATERLINE
TOP OF 12" EX.
F =95.76 24" STUB (N)
F =93.69 36" (W)
F =96.42 24" (S)
F =93.48 36" (E)
T/Stm. MH.=101.62
DO NOT DISTURB
EX. BURIED CABLE
ACCESS
CONSTRUCTION
DO NOT DISTURB
STORM DRAINAGE PIPE
BY OTHERS
STRUCTURE
OUTFALL
DO NOT DISTURB
POWERLINES
EX. OVERHEAD
39 38 37 36
WHISPERING
WHISPERING
ELEV. 101.14
E 3,116,960.85
N 783,320.75
#73
P P
CB
CB
P P
P P
P
P
G H
I
J
BM OTIS
E X
IS
T
IN
G D
IT
C H
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
13,908,000Y=
13,907,500Y=
13,907,000Y=
13,906,500Y=
13,906,000Y=
13,905,500Y=
SCALE IN FEET
0 150 300 450
PLAN
A N
T O
IN
E D
R
EXISTING 30" CPP
EXISTING 24" CPP
EXISTING 30" CPP
E X
IS
T
IN
G C
O N
D
IT
IO
N P
L A
N D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
W. GREEN RD
UNDER CONSTRUCTION BY OTHERS
NORTH DETENTION BASIN
N10 N11N12
N13
N14 N15
N16
N17
N18
N23
N24 N25N26
S11
S12S13
S14 S15
S16S17S18 S19
S20S21 S22
S23
S24 S25
S26S27S28
S29
S30
S31
S32
S33
S34
S35
S36
C-02
Sheet 10 of 81 Total For Project
Sheet 2 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N E
X
IS
T
IN
G S
IT
E P
L A
N B y
M
O D
X M
A N
:2
:0
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
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B R
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C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
97-84
91-325
97-85
98-80
01-48
98-79
01-44
01-47
97-87
01-45
01-46
97-93
01-4397-92
97-90
01-38
97-78
01-39 01-37
98-76
97-81
97-83
98-81
98-82
97-82
91-324
01-43
97-88
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
W
K L
WKL
WKL
WKL
W K
L
WKL
WKL
WKL
W K
L
WHISPERING
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x
P P
P P
P P
P
P P
P
P x x x
S
S
CB
CB
WHISPERING
P
IP
E
ELEV. 101.14
E 3,116,960.85
N 783,320.75
#73 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x
P P
P P
P
P P
P P
P
P P
P
P x x x
P
P
S
S
S
S xxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
CB
17-29 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S
GREEN
HOMBLY
P
IP
E
HOMBLY
FLOW
FLOW
E X
IS
T
IN
G P
IP
E x x
BY OTHERS
STRUCTURE
OUTFALL
95 95
959595
100100
U-HAUL
E X
IS
T
IN
G D
IT
C H
BM OTIS
S
T M
36" STM.
S
T M
M
36" STM.
M
36" STM.
36" STM.
36" STM.
M
M
N
DO NOT DISTURB
EX. SEWER LINE
F =95.95 24" STUB (N)
F =93.63 36" (W)
F =95.63 24" (S)
F =93.83 36" (E)
T/Stm. MH.=102.56
DO NOT DISTURB
EX. BURIED CABLE
DO NOT DISTURB
EL. 95.95'
WATERLINE
TOP OF 12" EX.
F =93.78 36" (W)
F =93.65 36" (E)
T/Stm. MH.=101.63
DO NOT DISTURB
EL. 94.67'
WATERLINE
TOP OF 12" EX.
F =95.76 24" STUB (N)
F =93.69 36" (W)
F =96.42 24" (S)
F =93.48 36" (E)
T/Stm. MH.=101.62
DO NOT DISTURB
STORM DRAINAGE PIPE
ACCESS
CONSTRUCTION
A N
T O
IN
E
A
B
C
D E
F
G H
I
J
K
DO NOT DISTURB
POWERLINES
EX. OVERHEAD
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
13,908,000Y=
13,907,500Y=
13,907,000Y=
13,906,500Y=
13,906,000Y=
13,905,500Y=
SCALE IN FEET
0 150 300 450
PLAN
EXISTING 30" CPP
EXISTING 24" CPP
EXISTING 30" CPP
S
IT
E P
L A
N D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
N10 N11N12
N13
N14 N15
N16
N17
N18
N23
N24 N25N26
S11
S12S13
S14 S15
S16S17S18 S19
S20S21 S22
S23
S24 S25
S26S27S28
S29
S30
S31
S32
S33
S34
S35
S36
W GREEN RD
C-03
Sheet 11 of 81 Total For Project
Sheet 3 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N B
A S
IN
L
A Y
O U
T P
L A
N B y
M
O D
X M
A N
:2
:0
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
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R
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H E
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/1
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WKL
W K
L
WKL
WKL
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W K
L
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
N10 N11N12
N13
N14 N15
N16
N17
N18
N23
N24 N25N26
S11
S12S13
S14 S15
S16S17S18 S19
S20S21 S22
S23
S24 S25
S26S27S28
S29
S30
S31
S32
S33
S34
S35
S36
SLOPE MIN. 1%SLOPE MIN. 1%
WHISPERING
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x
P P
P P
P P
P
P P
P
P x x x
S
S
CB
WHISPERING
P
IP
E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x
P P
P P
P
P P
P P
P
P P
P
P x x x
P
P
S
S
S
S
S x xx xxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
17-29 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S
S
GREEN
HOMBLY
P
IP
E
HOMBLY
FLOW
E X
IS
T
IN
G P
IP
E x x x
CB
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
88.0
.0
88.0
.0
86.0
.0
CB
17-29 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S
S
GREEN
HOMBLY
HOMBLY
FLOW
FLOW
U-HAUL
EL.
1.0
EL.
.3'
EX. DEEP WATER BASIN
BURIED CABLE
S
T M
36" STM.
S
T M
M
36" STM.
M
36" STM. 36" STM.
36" STM.
36" STM.
M
M
TOP OF 12"
WATER LINE
ELEV. = 95.44'
TOP OF 12"
WATER LINE
ELEV. = 94.67'
TOP OF 12"
WATER LINE
ELEV. = 94.69'
TOP OF 12"
WATER LINE
ELEV. = 95.58'
TOP OF 12"
WATER LINE
ELEV. = 95.95'
85.5
5.85
.0
.0
.5
N
WHISPERING
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x
P P
P P
P P
P
P P
P
P x x x
S
S
CB
CB
WHISPERING
P
IP
E
ELEV. 101.14
E 3,116,960.85
N 783,320.75
#73 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x
P P
P P
P
P P
P P
P
P P
P
P x x x
P
P
S
S
S
S xxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
CB
17-29 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S
GREEN
HOMBLY
P
IP
E
HOMBLY
FLOW
FLOW
E X
IS
T
IN
G P
IP
E x x
BY OTHERS
STRUCTURE
OUTFALL
U-HAUL
BM OTIS
S
T M
36" STM.
S
T M
M
36" STM.
M
36" STM.
36" STM.
36" STM.
M
M
N
DO NOT DISTURB
EX. SEWER LINE
F =95.95 24" STUB (N)
F =93.63 36" (W)
F =95.63 24" (S)
F =93.83 36" (E)
T/Stm. MH.=102.56
DO NOT DISTURB
EX. BURIED CABLE
DO NOT DISTURB
EL. 95.95'
WATERLINE
TOP OF 12" EX.
F =93.78 36" (W)
F =93.65 36" (E)
T/Stm. MH.=101.63
DO NOT DISTURB
EL. 94.67'
WATERLINE
TOP OF 12" EX.
F =95.76 24" STUB (N)
F =93.69 36" (W)
F =96.42 24" (S)
F =93.48 36" (E)
T/Stm. MH.=101.62
ACCESS
CONSTRUCTION
A N
T O
IN
E
A
B
C
D E
F
G H
J
K
DO NOT DISTURB
POWERLINES
EX. OVERHEAD
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
13,908,000Y=
13,907,500Y=
13,907,000Y=
13,906,500Y=
13,906,000Y=
13,905,500Y=
Y=13907664.67
X=3085028.32
CULVERT END
Y=13907789.52
X=3085112.11
CULVERT END
SCALE IN FEET
0 150 300 450
PLAN
EXISTING 30" CPP
EXISTING 24" CPP
EXISTING 30" CPP
CB
CB
CB
IS
IS
IS
CB
CB
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
90'
85'85'
85' 85'
85' 85' 85'
85'
85'
85'
85'
85'
85'
85'
85'
85'85'85'
'90'
95'
95'
95'
95'
95'
95'
95'
95'
95'
95'
95'
95'
95'
95'
95'
100'
100'
100'
100'
100'
100'
0'
0'
100'
100'
100'
100'
C B
C B
C B
C B
340' ±
STRUCTURE
CONNECTING
L A
Y O
U T P
L A
N D
E T
E N
T
IO
N B
A S
IN
W GREEN RD
OF RAMP
CONCRETE PAD AT BOTTOM
15' X 20' X 6" @ 1% SLOPE
C-04
Sheet 12 of 81 Total For Project
Sheet 4 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N B
A S
IN
E
X C
A V
A T
IO
N P
L A
N B y
M
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
WKL
W
K L
WKL
WKL
WKL
W K
L
WKL
WKL
WKL
W K
L
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
N10 N11N12
N13
N14 N15
N16
N17
N18
N23
N24 N25N26
S11
S12S13
S14 S15
S16S17S18 S19
S20S21 S22
S23
S24 S25
S26S27S28
S29
S30
S31
S32
S33
S34
S35
S36
CB
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S
FLOW
x x x
CB
EL. 86'
EL. 93'
BENCH
10' WIDE
ISLAND 1 ISLAND 2
EL. 89'
EL. 88'
EL. 81'
EL. 85.5'
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
S
S
FLOW
LIMIT OF WORK
DO NOT DISTURB
STORM DRAINAGE PIPE
CONTRACTOR
EXCAVATION BY
CB
CB
CB
BURIED CABLE
TOP OF 12"
WATER LINE
ELEV. = 95.44'
N
R .O .W
R .O .W
R.O.W.
R.O .W
R.O .W
GREEN
HOMBLY
P
IP
E
HOMBLY
E X
IS
T
IN
G P
IP
E
R.O.W.
R.O.W.
R.O.W.
R.O.W.
R .O .W
R .O .W
R .O .W
R .O .W
R .O .W
R.O .W
A N
T O
IN
E R
D
R.O.W.
88.0
.0
88.0
.0
86.0
.0
GREEN
HOMBLY
HOMBLY
WEST GREENS BAYOU ROAD
GREENS BAYOU CHANNEL
GREENS BAYOU CHANNEL
A B
A
B
B
U-HAUL
1:21:2
EL. 81'
EL. 86'
EL. 85.5'
EL. 81'
EL. 88'
EL. 85.5'
EL. 86'
EL. 88'
EL. 81'
EL. 88'
EL. 85.5'
EL. 86'
EL. 86'
EL. 88' EL. 88'
EL. 86'
A
E
85.5
85.5
.08
.0
.5
F
C
D
E
WHISPERING
WHISPERING
P
IP
E
.4
.4
17-29
13907500
3082500
3083000 30835003083500
0+00
2+00
6+00
8+00
10+00
12+00
A
17-29
4+00
X 3082663.061
Y 13906524.534
X 3084802.435
Y 13906519.013
S
T M
36" STM.
S
T M
S
T M
36" STM. 36" STM. 36" STM.
" S
T M
" S
T M
15+73
14+00
LIMITS
WITHIN PROPERTY
REMOVE FENCE
EASEMENT
10' WATERLINE
DO NOT DISTURB
SEWER PIPE
10' EXISTING
GRADE TO CURB
EASEMENT
10' WIDE SEWER
TYP. EL. 101.6'
2% SLOPE
COORIDOR
20' MAINTENANCE
STRUCTURE( TYP.)
BACKSLOPE INTERCEPTOR
BACKSLOPE SWALE( TYP.)
5% SLOPE
RAMP 2
SHEETS
SEE STRUCTURAL
STRUCTURE
CONNECTING
5% SLOPE
RAMP 1
DEEP WATER BASIN
GRADE TO CURB
EL. 102' (TYP.)
TOP OF BANK
ACCESS
CONSTRUCTION
OF BANK
EXISTING TOE
BENCH
10' WIDE
DO NOT DISTURB
16" FORCEMAIN
SHEETS
SEE STRUCTURAL
STRUCTURE
WEIR
CHANNEL CENTERLINE
EL. 86'
LIMIT OF WORK
EL. 88'
WATER BASIN
EX. DEEP
REMOVE EX. PIPES
CONTRACTOR SHALL
REMOVE EXISTING PIPE
CONTRACTOR SHALL
SHEETS
SEE STRUCTURAL
STRUCTURE
OUTFALL
EASEMENT
25' WATERLINE
KNAB FO EOT WEN
KNAB FO POT WEN
CB
FLOW
CB
CB
ON DRIVING SURFACE
PLACE 6" OF COMPATED FLEXIBLE BASE
EXISTING RAMPS
ON EXISTING OUTFALL
INSTALL FLAP GATE
EL. 90.3'(TYP.)
TOE OF BANK
ON DRIVING SURFACE
PLACE 6" OF COMPATED FLEXIBLE BASE
EXISTING RAMPS
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
13,908,000Y=
13,907,500Y=
13,907,000Y=
13,906,500Y=
13,906,000Y=
13,905,500Y=
BASE ON DRIVING SURFACE
AND PLACE 6" OF FLEXIBLE
AFTER EXCAVATION
RECONSTRUCT RAMP
SCALE IN FEET
0 150 300 450
PLAN
EXISTING 30" CPP
EXISTING 24" CPP
EXISTING 30" CPP
IS
IS
IS
CB
CB
250' 500'
250'
350' ± 350' ±
350' ± 350' ±
KNAB FO POT GNIT
SIXE
'3.09 .L E
'0.101 .L E86.0
CBCBCB
CB
CB
CB
CB
CB
C B
C B
C B
C B
RIP RAP (TYP.)
340' ±
STRUCTURE
CONNECTING
E X
C A
V A
T
IO
N P
L A
N D
E T
E N
T
IO
N B
A S
IN
W GREEN RD
5% SLOPE
RAMP 2
OF RAMP
CONCRETE PAD AT BOTTOM
15' X 20' X 6" @ 1% SLOPE
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E
L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
120 120
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
120 120
C-05
Sheet 13 of 81 Total For Project
Sheet 5 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N B
A S
IN
C
S E -W
B y
M
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
4+000+00
1+00
2+00
3+00
5+00
6+00
7+00
R/W R/W
R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W
R/W
R/W R/W
E le v
.6
E le v
.3
E le v
.5
E le v
.5 E le v
.8
E le v
.3
E le v
.0
E le v
.0
E le v
.2
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.6
E le v
.3
E le v
.8
E le v
.3
E le v
.0
E le v
.6
E le v
.7
E le v
.6
E le v
.6
E le v
.3
E le v
.1
E le v
.5
E le v
.3
E le v
.6
E le v
.0
E le v
.3
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.6
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.0
E le v
.6
E le v
.6
E le v
.0
E le v
.3
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.4
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.0
E le v
.6
E le v
.6
E le v
.6
E le v
.0
E le v
.5
E le v
.0 E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.3
E le v
.3
E le v
.0
E le v
.6
E le v
.0
E le v
.3 E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.3
E le v
.0
R/W
EXISTING GROUND
E le v
NEW GROUND SURFACE S
T
A T
O
E A
S T T
O W
E S
T C
R O
S S S
E C
T
IO
N S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E
L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
C-06
Sheet 14 of 81 Total For Project
Sheet 6 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N B
A S
IN
C
S E -W
B y
M
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
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L U .S
A R
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C O
M M
A N
D
IN
G
L A
R S N Z
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T E
R S
T R
O M P .E
P R
E P
A R
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N D
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H E D
IR
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T
IO
N O
F
A N
D C
H A
N N
E L I
M P
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V E
M E
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S O
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H D
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T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
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R
IB
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A R
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A S
D A
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ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
R/W R/W
R/WR/W
R/W R/W
R/W R/W R/W R/W
R/WR/W
R/W R/W
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.6
E le v
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.5
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.5
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.5
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.3
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.6
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.6
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.0
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.3
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.5
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.3
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.6
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.3
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.5
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.5
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.0
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.0
E le v
.3
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.0
E le v
.6
R/W
EXISTING GROUND
R/W
E le v
.0
NEW GROUND SURFACE
S T
A T
O
E A
S T T
O W
E S
T C
R O
S S S
E C
T
IO
N S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E
L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E
L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
C-07
Sheet 15 of 81 Total For Project
Sheet 7 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N B
A S
IN
C
S E -W
B y
M
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
E le v
.0
E le v
.6
E le v
.0
E le v
.3
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
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.0
E le v
.0
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.0
E le v
.0
E le v
.5
E le v
.8
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.9
E le v
.5
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.0
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.0
E le v
.3
E le v
.0
E le v
.6
E le v
.6
E le v
.0
E le v
.3
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.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.0
E le v
.9
E le v
.6
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.0
E le v
.3
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.0
E le v
.0
E le v
.5
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.0
E le v
.5
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.0
E le v
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E le v
.3
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.6
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.3
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.9
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.3
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.6
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.3 E le v
.0
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.5
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.0
E le v
.5
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.9
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.0
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.5
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.0
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.5
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E le v
.3
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.3
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.5
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.0 E le v
.0
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.3
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.8
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.6
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.3
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.0
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.0
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.5
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.5
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.0
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.0
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.0
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.5
E le v
.0
E le v
.0
E le v
.5
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.0
E le v
.0
E le v
.3
E le v
.0
E le v
.6
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.6
E le v
.0
E le v
.3 E le v
.0
E le v
.0
E le v
.5
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.0
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.5
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.0 E le v
.5
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.0
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.3
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.0
E le v
.6
R/W
EXISTING GROUND
NEW GROUND SURFACE
S T
A T
O
E A
S T T
O W
E S
T C
R O
S S S
E C
T
IO
N S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E
L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E
L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200 200 400 600 800 1000 1200
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
C-08
Sheet 16 of 81 Total For Project
Sheet 8 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N B
A S
IN
C
S E -W
B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
24+00
25+00
27+00
28+00
29+00
R/W
R/W
R/W
R/W
R/WR/W
R/W
E le v
.0
E le v
.0
E le v
.7
E le v
.0
E le v
.0
E le v
.6
E le v
.0
E le v
.3
E le v
.1
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.6
E le v
.0
E le v
.3
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.4
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.0
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.5
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.0
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.0
E le v
.3
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.0
E le v
.6
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.6
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.0
E le v
.3 E le v
.0
E le v
.0
E le v
.5
E le v
.1
E le v
.1
E le v
.0
E le v
.5
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.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.3
E le v
.8
E le v
.4
E le v
.0
E le v
.6
E le v
.0
E le v
.3 E le v
.0
E le v
.0
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.5
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.0
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.0
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.5
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.5
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.0
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.0
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.5
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.0
E le v
.0
E le v
.3
E le v
.0
E le v
.6
E le v
.6
E le v
.0
E le v
.2
E le v
.3
E le v
.2
E le v
.4
E le v
.3
E le v
.0
E le v
.6
E le v
.6
E le v
.0
E le v
.3 E le v
.0
E le v
.0
E le v
.5
E le v
.2
E le v
.8
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.0
E le v
.6
R/W
EXISTING GROUND
26+00
E le v
.1
E le v
.5
NEW GROUND SURFACE
S T
A T
O
E A
S T T
O W
E S
T C
R O
S S S
E C
T
IO
N S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
C-09
Sheet 17 of 81 Total For Project
Sheet 9 of 47 Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -0
D
E T E
N T
IO
N B
A S
IN
C
S N -S
B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
R/W
EXISTING GROUND
0+00
1+00
2+00
3+00
4+00 E le v
.6
E le v
.0
E le v
.3
E le v
.8
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.8
E le v
.3
E le v
.0
E le v
.6
E le v
.6
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.5
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.3
E le v
.6
E le v
.0
E le v
.0
E le v
.1
E le v
.5
E le v
.0 E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.3
E le v
.6
E le v
.0
E le v
.0
E le v
.3
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.8
E le v
.5
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.6
E le v
.0
E le v
.0
E le v
.4
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.9
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.0 E le v
.5
E le v
.0
E le v
.0
E le v
.3
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
NEW GROUND SURFACE
S T
A T
O
N O
R T
H T
O S
O U
T H C
R O
S S S
E C
T
IO
N S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
C-10
Sheet 18 of 81 Total For Project Sheet 10 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
D
E T E
N T
IO
N B
A S
IN
C
S N -S
B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
R/W
EXISTING GROUND
5+00
6+00
7+00
8+00
9+00
E le v
.6
E le v
.0
E le v
.6
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0 E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.6
E le v
.0
E le v
.7
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.6
E le v
.0
E le v
.9
E le v
.0
E le v
.5
E le v
.0
E le v
.7
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.2
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.6
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.8
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.7
E le v
.1
E le v
.0
E le v
.0
E le v
.5
E le v
.3
E le v
.7
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.6
E le v
.0
E le v
.3
E le v
.1
E le v
.6
E le v
.5
E le v
.0
E le v
.0
E le v
.5
E le v
.0
E le v
.5
E le v
.0
E le v
.0
E le v
.6
E le v
.5
E le v
.0
E le v
.0
E le v
.3
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
E le v
.0
E le v
.0
E le v
.0
E le v
.0
E le v
.0
NEW GROUND SURFACE
S T
A T
O
N O
R T
H T
O S
O U
T H C
R O
S S S
E C
T
IO
N S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
0-200-400-600-800-1000-1200-1400-1600-1800-2000 200 400 600 800 1000 1200 1400 1600
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
C-11
Sheet 19 of 81 Total For Project Sheet 11 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
D
E T E
N T
IO
N B
A S
IN
C
S N -S
B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
R/W
EXISTING GROUND
10+00
11+00
12+00
13+00
14+00
E le v
.9
E le v
.3
E le v
.0
E le v
.0
E le v
.0
E le v
.5
E le v
.0 E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.0
E le v
.8
E le v
.0
E le v
.3
E le v
.0
E le v
.0
E le v
.5
E le v
.8
E le v
.7
E le v
.0
E le v
.4
E le v
.5
E le v
.0
E le v
.0
E le v
.3
E le v
.3
E le v
.3
E le v
.3
E le v
.0
E le v
.0
E le v
.0
E le v
.3
E le v
.2
E le v
.0
E le v
.3
E le v
.0
E le v
.0
E le v
.3
E le v
.0
E le v
.8
E le v
.3
E le v
.0
R/W
R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
E le v
.0
E le v
.1
NEW GROUND SURFACE
S T
A T
O
N O
R T
H T
O S
O U
T H C
R O
S S S
E C
T
IO
N S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
E L E
V A
T
IO
N N
A V
D
E L E
V A
T
IO
N N
A V
D
C-12
Sheet 20 of 81 Total For Project Sheet 12 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
D
E T E
N T
IO
N B
A S
IN
C
S N -S
B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
R/W
EXISTING GROUND
15+00
NEW GROUND SURFACE
S T
A
N O
R T
H T
O S
O U
T H C
R O
S S S
E C
T
IO
N S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
SOLICITATION NO. W9126G-16-B-0023.
C-13
Sheet 21 of 81 Total For Project Sheet 13 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
C
H A
N N
E L P
L A
N V
IE
W A
N D P
R O
F
IL
E B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
97-
91-
97-
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
S1
S1
S1
S1
N82
N83
N84
6" S
TE
EL
PIP
E
8"
HEADWALL
Co nc ret e Lin ed D itc h
Top o f B an k
Flow Lin e
To p of Ba nk
To e of Slo pe
Flo w
Lin e
To e of Slo pe
GREENS
BAYOU
SSMH
TOP
IN
OUT
(5
5)
0.
0.
-I
N
0.
-OUT
PV
PV
PV
PV
PV
PV
6" S
TE
EL
PIP
E
8"
HEADWALL
Co nc ret e Lin ed D itc h
Top o f B an k
Flow Lin e
To p of Ba nk
To e of Slo pe
Flo w
Lin e
To e of Slo pe
GREENS
BAYOU
PV
PV
PV
PV
PV
PV
MANHOLE
BOT
TOP
TOP
BOT
STORM
TOP
TOP
TOP
SEWER
TOP
TOP
BOT
TOP
BOT
MANHOLE
BOT
MANHOLE
TOP
TOP
111.75
107.38
109.39
101.30
107.41
99.04
110.67
102.87
99.76
98.33
110.44
106.00
102.47
100.38
101.01
98.73
112.23
99.03
110.69
109.43
99.77
PIPE
PIPE
PIPE
PIPE
PIPE
MANHOLE
PIPE
PIPE
PIPE
MANHOLE
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
,0
,5
X
,0
,7
X
,0
,0
X
,0
,2
X = 3 ,0
,5
X
,0
,7
X
13, ,75
Y=
13, ,00
Y=
13, ,25
Y=
13, ,75
Y= 13, ,50
Y=
,0
,5
X =3 ,0
,2
X
,0
,0
X
,0
,7
X
P I
120120
120120
2047+002048+002049+002050+002051+002052+002053+002054+002055+002056+002057+002058+002059+002060+002061+00
M A
T C
H L
IN
E S
T A
0NEW CHANNEL BOTTOM
AT CENTERLINE
EXISTING GROUND
0.0843% SLOPE
M A
T C
H L
IN
E S
T A
50 10050
SCALE IN FEET
PLAN
S T
A T
O
.7
C
H A
N N
E L P
L A
N A
N D P
R O
F
IL
E
N
S T
A .7
U /S L
IM
IT
O
F C
H A
N N
E L I
M P
R O
V E
M E
N T S
AFTER EXCAVATION
REPLACE EXISTING RIPRAP
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3 H
1V:3 H
VARIES
VARIES
50 10050
SCALE IN FEET
PLAN
C-14
Sheet 22 of 81 Total For Project Sheet 14 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
C
H A
N N
E L P
L A
N V
IE
W A
N D P
R O
F
IL
E B y
M
O D
X M
A N
:2
:3
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
91-
97-
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
S9
S9
S9
S9
S9
S1
N81
N82
.1
.1 .1
.1109 .2
.3
.2
.2
.6
.6110
.0
.0
S
A N
IT
A R
Y
L
IN
E
G
S
P
IP
E L
IN
E
T O
F
P
IP
E
.6
S
P
IP
E L
IN
E
T
P
IP
E
.3
S
P
IP
E L
IN
E
T
P
IP
E
.0
S
P
IP
E L
IN
E
T
P
IP
E
.0
S
P
IP
E L
IN
E
T
P
IP
E
.4
.1
.1 .1
.1109 .2
.3
.2
.2
.6
.6110
.0
.0
S
A N
IT
A
Y
L
IN
E
S
P
IP
E L
IN
E
T
P
IP
E
.6
S
P
IP
E L
IN
E
T
P
IP
E
.3
S
P
IP
E L
IN
E
T
P
IP
E
.0
S
P
IP
E L
IN
E
T
P
IP
E
.0
S
P
IP
E L
IN
E
T
P
IP
E
.4
MANHOLE
BOT
TOP
MANHOLE
TOP
P/L
TOP
TOP
BOT
BOT
TOP
POSSIBLE
P/L
TOP
MANHOLE
P/L
BOT
TOP
TOP
SANITARY
BOT
MANHOLE
TOP
TOP
BOT
109.50
97.44
101.78
109.72
99.61
108.95
106.83
108.14
104.67
106.11
106.40
100.41
109.91
108.78
109.71
110.48
106.76
101.43
100.54
109.97
98.58
109.29
100.61
100.82
98.18
PIPE
PIPE
PIPE
MARKER
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
MARKER
PIPE
MARKER
PIPE
PIPE
PIPE
MANHOLE
PIPE
PIPE
PIPE
PIPE
,0
,7
X
,0
,0
X = 3 ,0
,2
X
,0
,5
X
,0
,7
X
13, ,00
Y=
13, ,50
Y=
,0
,0
X
,0
,2
X = 3 ,0
,5
X
,0
,7
X
120120
120120
2035+002036+002037+002038+002039+002040+002041+002042+002043+002044+002045+002046+002047+002048+002049+00
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
0NEW CHANNEL BOTTOM
AT CENTERLINE
EXISTING GROUND
0.0843% SLOPE
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A . 2
S T
A T
O S
T A
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
N
SEE C-41
LATERAL 1
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
VARIES
50 10050
SCALE IN FEET
C-15
Sheet 23 of 81 Total For Project Sheet 15 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
C
H A
N N
E L P
L A
N V
IE
W A
N D P
R O
F
IL
E B y
M
O D
X M
A N
:2
:3
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
97-76
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
S90 S91
S92 S93
S94
N75 N76N77
N78
N79
N80
109.3
10" SANITARY LINE
G A S
P
IP
E
LI
N E
TO
P
O F
P
IP
E
.0
G A S
P
IP
E
LI
N E
TO
P
O F
P
IP
E
.8
109.3
10" SANITARY LINE
G A S
P
IP
E
LI
N E
TO
P
O F
P
IP
E
.0
G A S
P
IP
E
LI
N E
TO
P
O F
P
IP
E
.8
,0
,0
X
,0
,2
X
,0
,5
X
,0
,7
X
,0
,0
X
13,908,250Y=
,0
,7
X =3 ,0
,5
X
,0
,2
X
,0
,0
X
13,908,000Y=
13,908,250Y=
13,908,000Y=
P I
P I
P I
P I
P I
1V:3H
1V:3H
1V:3H
V :3
H
120120
120120
2023+002024+002025+002026+002027+002028+002029+002030+002031+002032+002033+002034+002035+002036+002037+00
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
NEW CHANNEL BOTTOM
AT CENTERLINE
EXISTING GROUND
0.0843% SLOPE
0.0844% SLOPE
S T
A T
O S
R T
A
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
N
1V:3H
1V:3HVARIES
50 10050
SCALE IN FEET
C-16
Sheet 24 of 81 Total For Project Sheet 16 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
C
H A
N N
E L P
L A
N V
IE
W A
N D P
R O
F
IL
E B y
M
O D
X M
A N
:2
:4
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
S79 S80
S81
S82
S83
S84 S85
S86
S87
S88
N66 N67
N68 N69
N70 N71
N72 N73
N74
N 71° 29' 1 5" E~274.70'
Headwall
Concrete
Headwall
Concrete
Headwall
Concrete
Headwall
Concrete
Guardrail
Guardrail
Bridge Deck
F =95.65 42"
L
F =94.94 24"
L
F =94.89 24"
L
F =95.26 42" (N)
F =95.28 24" (S, WEST CMP)
F =95.28 24" (S, EAST CMP)
T/Stm. MH.=107.15
L
L
L
Column (typ.)
2.00'x2.00' Square
S T
M
S T
M
S
T M
Top of Bank
Toe o f Slop e
Toe of Slope
Flow Line
Toe o f Slop e
Bridge Bent ( typ.)
"COBB FENDLEY & ASSOCIATES"
SET 5/8-INCH IRON ROD W/CAP
ELEVATION=99.90
E=3,075,059.02
N=13,909,405.66
TRAVERSE NO. 229
"COBB FENDLEY & ASSOCIATES"
SET 5/8-INCH IRON ROD W/CAP
ELEVATION=99.46
E=3,075,319.51
N=13,909,492.88
TRAVERSE NO. 228
GREENS BAYOU
H O
L L
IS
T E
N 71° 29' 1 5" E~274.70'
Bridge Deck
S
T M
Top of Bank
Toe o f Slop e
Toe of Slope
Flow Line
Toe o f Slop e
Bridge Bent ( typ.)
"COBB FENDLEY & ASSOCIATES"
SET 5/8-INCH IRON ROD W/CAP
ELEVATION=99.90
E=3,075,059.02
N=13,909,405.66
TRAVERSE NO. 229
"COBB FENDLEY & ASSOCIATES"
SET 5/8-INCH IRON ROD W/CAP
ELEVATION=99.46
E=3,075,319.51
N=13,909,492.88
TRAVERSE NO. 228
GREENS BAYOU
H O
L L
IS
T
A
MANHOLE
MANHOLE
106.41
96.38
99.97
94.24
97.52
96.53
94.45
106.80
PIPE
PIPE
PIPE
PIPE
PIPE
PIPE
13,908,000
Y=
,0
,2
X
,0
,5
X = 3 ,0
,7
X
,0
,0
X
,0
,0
X =3 ,0
,7
X
,0
,5
X =3 ,0
,2
X
13,908,250
Y=
13,908,500
Y=
13,908,000
Y=
P I
P I S
T A
1V:3H 1V:3H
1V:3H
1V:3H
1V:3H
V :3
H
120120
120120
2011+002012+002013+002014+002015+002016+002017+002018+002019+002020+002021+002022+002023+002024+002025+00
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
NEW CHANNEL BOTTOM
AT CENTERLINE
EXISTING GROUND
0.0843% SLOPE
M A
T C
H L
IN
E S
T A
S T
A
T
O S
T A
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
N
M A
T C
H L
IN
E S
T A
H O
L L
IS
T E
R S
T
FLOOD BENCH
FLOOD BENCH
EXCAVATION
RIPRAP AFTER CHANNEL
REPLACE EXISTING
HCFCD PROPERTY
HCFCD PROPERTY
SEE C-43
CUTTEN WEIR
CONCRETE LINING LIMITS
RIPRAP LIMITS
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
50 10050
SCALE IN FEET
C-17
Sheet 25 of 81 Total For Project Sheet 17 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
C
H A
N N
E L P
L A
N V
IE
W A
N D P
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F
IL
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M
O D
X M
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:2
:4
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
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N .d g n
U
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IN
G
L A
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E T
T E
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P R
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IO
N O
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M P
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V E
M E
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T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
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A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
S72
S73
S74
S75
S76
S77
S78
N57 N58
N59
N60
N61
N62 N63
N64
N65
GREENS BAYOU
106.07
DIR
106.53BOLT
GREENS BAYOU
MANHOLE
99.16
96.76
107.75
PIPE
PIPE
,0
,2
X
13,908,250 Y=
13,908,500 Y=
13,908,250 Y=
13,908,500 Y=
13,908,500 Y=
13,908,250 Y=
,0
,5
X
,0
,7
X = 3 ,0
,0
X
,0
,0
X
,0
,7
X =3 ,0
,5
X
,0
,2
X
P I
P I
P I
120120
120120
1999+002000+002001+002002+002003+002004+002005+002006+002007+002008+002009+002010+002011+002012+002013+00
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
NEW CHANNEL BOTTOM
AT CENTERLINE
EXISTING GROUND
0.0843% SLOPE
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A . 2
S T
A T
O S
T A
C H
A N
N E
L P
L A
N A
N D P
R O
F
IL
E
N
FLOOD BENCH
FLOOD B
ENCH
SEE DGN C-42
LATERAL 2
LOW FLOW CHANNEL
AREA AND RELOCATE
FILL EROSION
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V:3H
1V :3H
1V :3H
1V:3H
1V :3H 2
50 10050
SCALE IN FEET
C-18
Sheet 26 of 81 Total For Project Sheet 18 of 47
Total For Section of Engineers U.S. Army Corps
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 X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e C -1
C
H A
N N
E L P
L A
N V
IE
W A
N D P
R O
F
IL
E B y
M
O D
X M
A N
:2
:5
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -C
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
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M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
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P R
E P
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T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
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H D
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E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
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B U
F F
A L
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D A
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ID
R
B R
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N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
97-77
SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
S62
S63
S64
S65
S66
S67
S68
S69
S70
S71
S72
N
N
N
N
N
N
N
N
N
N
N
N
C H
K
.03
B S T B
M
.03
C B S T B
M
C
H K
TO
P O
F R
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109.75'
STO
R
M M
A N
H O
LE
.5
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.4
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.02
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.02
G T
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110.7
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110.5
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.6
G T
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G T
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110.4
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110.3
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110.2
M H
110.2
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110.3
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110.3
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110.3
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TOPBOT
96.9894.94
PIPEPIPE
,0 ,5
X = 3 ,0 ,7
X
,0 ,0
X
,0 ,2
X
13,908,250
Y=
13,908,750
Y= 13,909,000
Y=
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Y= 13,908,750
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13,909,250
Y=
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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
P I
P I
P I
10611062
120120
120120
1987+001988+001989+001990+001991+001992+001993+001994+001995+001996+001997+001998+001999+002000+002001+00
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
AT…
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