W912HY20B0011-Plans.pdf
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- Solicitation number
- W912HY20B0011
About this file
This document outlines a federal contract opportunity from the Department of the Army Corps of Engineers Engineering District Galveston. The solicitation number is W912HY20B0011 and concerns repairs to White Oak Bayou in Harris County, Texas following Hurricane Harvey flooding. Specifically, the opportunity involves flood protection repairs along White Oak Bayou. The Department of the Army Corps of Engineers Engineering District Galveston is the issuing agency. No pricing terms, response dates, set asides or other contract details are provided in this high-level overview of the opportunity. An attached file labeled Plans.pdf presumably contains more specific requirements but its contents are not disclosed here.
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S O
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GALVESTON
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T E X A S
100 0 100 200
SCALE OF MILES
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OKLAHOMA
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Mexico
Gulf of
®of Engineers
US Army Corps employment as required by ER 1110-1-8152.
individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of
This project was designed by the Galveston District of the U.S. Army Corps
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
ROBERT C. THOMAS, P.E.
G-001
GALVESTON DISTRICT
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
C O
V E
R
HARRIS COUNTY FLOOD CONTROL DISTRICT
WHITE OAK BAYOU, HOUSTON, TEXAS
REPAIRS
HURRICANE HARVEY AND TS IMELDA EMERGENCY
ZONE 1
ZONES 2&16
W H
IT
E O
A K B
A Y O
U
ZONES 3&15
ZONE 4
ZONE 5
ZONE 14
ZONE 12
ZONE 13
ZONE 9
ZONE 8
ZONE 6
W912HY20C0000
JULY 2020
W912HY20B0011
ZONE 11
90A
90A
10 90
B90
10 90
LOCATION
PROJECT
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G-002
IN
D
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F D
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IN
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C O
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A B
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S
LOCATION OF CROSS SECTION
C .S
(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
HORIZONTAL CONTROL POINT
PLAN LEGEND
STAGING AREA
MAJOR TOPO LINE
MINOR TOPO LINECONSTRUCTION ACCESS ROAD
PROJECT ZONE ALIGNMENT AND P.I. LIMITS OF WORK
G E
N E
R A
L N
O T
E S
A N
D L
E G
E N
D
15 JANUARY 2020.
CHECKED BY USACE REPRESENTATIVES BETWEEN 24 OCTOBER 2019 AND
5. ALL SURVEYS; GPS RTK, HYDROGRAPHIC, AND LIDAR, WERE COMPLETED AND
AREA, AS DESCRIBED IN THE SPECIFICATIONS.
SHOULD BE MADE TO VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK
THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE VISIT
VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE TIME OF
PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED. OBSTRUCTIONS
4. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY
BE FURNISHED TO THE CONTRACTOR UPON WRITTEN REQUEST.
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
OF 1988 (NAVD 88) USING GEOID12B.
1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM
NOTES
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13,870,000Y=
13,860,000Y=
13,850,000Y=
13,840,000Y= 13,840,000Y=
13,850,000Y=
13,860,000Y=
13,870,000Y=
HOUSTON
050060
PID NO. 8
X=3,095,054.71
Y=13,8862,214.78
NAVD88 EL.=59.69
050058
PID NO. N/A
X=3,095,509.61
Y=13,861,782.18
NAVD88 EL.=61.87
050053
PID NO. N/A
X=3,100,683.76
Y=13,856,862.49
NAVD88 EL.=56.39
050050
PID NO. 6
X=3,101,659.37
Y=13,856,317.82
NAVD88 EL.=55.55
050035
PID NO. 4
X=3,107,246.90
Y=13,848,520.03
NAVD88 EL.=50.55 050030
PID NO. 3
X=3,110,791.70
Y=13,847,124.48
NAVD88 EL.=43.35
050025
PID NO. 2
X=3,111,124.17
Y=13,846,911.08
NAVD88 EL.=39.93
050015
PID NO. HGCSD28
X=3,113,734.61
Y=13,847,240.32
NAVD88 EL.=45.91
050005
PID NO. 39
X=3,121,067.23
Y=13,846,999.60
NAVD88 EL.=57.12
210045
PID NO. 8062
X=3,122,819.92
Y=13,843,672.37
NAVD88 EL.=37.83
201148
PID NO. N/A
X=3,123,966.14
Y=13,843,279.22
NAVD88 EL.=37.83
SCALE IN FEET
0 2,000 4,000 6,000
PLAN
C-110
C-112
C-111
C-109 C-108
C-106
C-107
C-105
C-104
C-103
C-102
C-101
ZONE 1
ZONES 2&16
ZONES 3&15
ZONE 4
ZONE 5
ZONE 6
ZONE 9
ZONE 8
ZONE 14
ZONE 12
ZONE 13
W H
IT
E O
A K B
A Y
O
U ZONE 11
050060
PID NO. 8
X=3,095,054.71
Y=13,8862,214.78
NAVD88 EL.=59.69
050058
PID NO. N/A
X=3,095,509.61
Y=13,861,782.18
NAVD88 EL.=61.87
050053
PID NO. N/A
X=3,100,683.76
Y=13,856,862.49
NAVD88 EL.=56.39
050050
PID NO. 6
X=3,101,659.37
Y=13,856,317.82
NAVD88 EL.=55.55
050035
PID NO. 4
X=3,107,246.90
Y=13,848,520.03
NAVD88 EL.=50.55 050030
PID NO. 3
X=3,110,791.70
Y=13,847,124.48
NAVD88 EL.=43.35
050025
PID NO. 2
X=3,111,124.17
Y=13,846,911.08
NAVD88 EL.=39.93
050015
PID NO. HGCSD28
X=3,113,734.61
Y=13,847,240.32
NAVD88 EL.=45.91
050005
PID NO. 39
X=3,121,067.23
Y=13,846,999.60
NAVD88 EL.=57.12
210045
PID NO. 8062
X=3,122,819.92
Y=13,843,672.37
NAVD88 EL.=37.83
201148
PID NO. N/A
X=3,123,966.14
Y=13,843,279.22
NAVD88 EL.=37.83
SCALE IN FEET
0 2,000 4,000 6,000
PLAN
G-004
P R
O J E
C T L
O C
A T
IO
N
90A
10 90
10 90
90A
10 90
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3+
4+ rcc 8 rcc 8 rcc 8 rcc 8 rcc 8 rcc 8 rcc 9 rcc 9 rcc 9 rcc rcc9 rcc 9 rcc rcc rcc+ rcc 9 rcc rcc rcc 9 rcc rcc rcc rcc rcc rcc rcc rcc rcc ero rcc rcc ero rcc rcc access panel rcc rcc ero rcc access panel rcc rcc rcc ero rcc rcc access panel rcc rcc rcc rcc rcc access panel rcc rcc rcc rcc rcc rcc con stair con stair con stair con stair rcc rcc access panel access panel rcc rcc rcc rcc access panel rcc access panel con stair con stair rcc con stair con stair rcc rcc rcc rcc con stair con stair con stair con stair con stair con stair con stair con stair con stair con stair con stair con stair con stair con stair con stair con stair + con stair con stair + con stair con stair rcc rcc con stair con stair con stair con stair rcc rcc con stair con stair con stair con stair rcc rcc con stair con stair + con stair con stair rcc con stair rcc con stair con stair con stair rcc con stair con stair con stair con stair rcc rcc con stair con stair con stair con stair rcc rcc rcc rcc rcc rcc rcc con stair con stair con stair con stair rcc rcc rcc rcc rcc con stair con stair con stair con stair rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc con stair con stair rcc rcc con stair con stair rcc rcc e2 e2 e2 e2 e1 storm con e1 storm con storm con storm con storm con storm con storm con e1 e1 storm con asph sw asph sw storm con top storm cover storm con top storm con top asph sw storm con top asph sw asph sw storm con top storm con top access storm con top storm con top storm con top storm con top access + storm con top access storm con top storm con top access storm con top access asph sw storm con top access storm con top storm con top access storm con top storm con top access storm con top asph sw asph sw+ asph sw asph sw asph sw asph sw
,0
,0
X
,0
,5
X
,0
,0
X
,0
,5
X
13,864,000Y=
13,863,500Y= 13,863,500Y=
13,864,000Y=
,0
,0
X
,0
,0
X
SCALE IN FEET
0 50 100 150
PLAN
T C
JE
S
TE
R
A L T H E A
W A K E F
IE
L D
C H
IP
P E N
D A L
C-101
L
A N V
IE
W
Z O
N E
.0
.0
.0
34.00
34.00
34.00
36.00
36.00
36.00
38.00
38.00
38.00
38.00
40.00
40.00
40.00
40.00
40.00
40.00
.0
42.00
42.00
42.00
44.00
44.00
44.00
46.00
46.00
46.00
48.00
48.00
48.00
50.00
50.00
50.00
50.00
50.00
.0
.0
52.00
52.00
54.00
54.00
54.00
56.00
56.00
56.00
58.00
58.00
58.00
60.00
60.00
60.00
60.00
60.00
60.00
60.00
.0
62.00
.0 0 6
.0
P.I. 1-2
P.I. 1-1
LIMITS OF WORK
ZONE 1
RIGHT OF WAY
RIGHT OF WAY
SITE ACCESS
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A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
1+
2+
3+
424+
425+00
+00
7+
8+ rcc 8 rcc 8 rcc 8 rcc 8 rcc 8 rcc 8 rcc 8 rcc 9 rcc rcc 9 rcc rcc 9 access access rcc
+rcc rcc rcc 9 rcc 9 rcc access rcc 9 access access rcc rcc 9 rcc access rcc rcc rcc rcc ohe ccm rcc rcc rcc ccm ccm rcc access ccm access rcc ccm rcc rcc ccm ccm1 ccm ccm1 ccm manhole ccm manhole access rcc access access access rcc access access rcc rcc ccm1 access access splash pad ccm ccm1 ccm1splash pad rcc ccm1 manhole ccm rcc splash padbottomppe3sft manhole splash pad rcc rcc ccm1 ccm1 ccm1 ccm1 rcc toppipe3sft ccm1 ccm1 ccm1 ccm1 ccm1 ccm1 ccm1 ccm1ccm1ccm1 ccm1 ccm ccm ccm void3 void3 void3 rcc void3 void3 rcc rcc rcc void2 rcc rcc void2 rcc rcc rcc rcc rcc rcc con rcc rcc rcc rcc rcc con rcc rip rap void1 void1 void1 void1 void1 con rcc con con void1 ccm rip rap ccm ccm ccm ccm ccmccm ccm er2 con ccm ccm rip rap ccm rip rap ccm ccm ccm rip rap ccm rip rap ccm rip rap pp bottom line 15ft
,0
,0
X
,0
,5
X
,0
,0
X
,0
,0
X
,0
,5
X
,0
,0
X
13,862,000Y=
13,861,500Y= 13,861,500Y=
13,862,000Y=
B R
O N
T O
N
T C J
E S
T E
R
E T C J
E S
T E
R
W 34TH
C-102
L
A N V
IE
W
Z O
N E
S
SCALE IN FEET
0 50 100 150
PLAN
STAGING AREA
.0
.0
.0
.0
.0
.0
.0
.0
.0
+96
+21
+45
423+
423+
424+24
424+44
ZONE 16
LIMITS OF WORK
P.I. 16-1
P.I. 16-2
LIMITS OF WORK
ZONE 2
P.I. 2-5
P.I. 2-4
P.I. 2-3
P.I. 2-2
P.I. 2-1
RIGHT OF WAY
RIGHT OF WAY
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
ACCESS PANEL
RCC
ACCESS PANEL
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
ACCESS PANEL
RCC
ACCESS PANEL
RCC
ACCESS PANEL
ACCESS PANEL
ACCESS PANEL
ACCESS PANEL
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
GRAVEL ROAD
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
+ RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
GRAVEL ROAD
e2 e2 e2 e1 e1 e1 e1 e1 e2 e2 e1 e1 e2 e2 e1 e1 e1 e1 e1
Conc corner of drain lower
Conc corner of drain lower
Conc corner of drain lower
Conc corner of drain lower e1 e1
+2
+2
Conc corner of drain
Conc corner of drain
Conc corner of drain e1
Conc corner of drain e1 e1
E100
E100
E100
E100 e1 e1 e1
,0
,5
X
,1
,0
X
,1
,5
X
,0
,5
X
,1
,0
X
,1
,5
X
13,857,000Y=
13,856,500Y= 13,856,500Y=
13,857,000Y=
SCALE IN FEET
0 50 100 150
PLAN
E L L
A
E T C JESTER
T C JESTER
C-103
L
A N V
IE
W
Z O
N E
S
26.00
26.00
28.00
28.00
30.00
.0
30.00
30.00
32.00
32.00
.0
34.00
.0
36.00
38.00
38.00 40.00
40.00
40.00
40.00 42.00
42.00
44.00
44.00
46.00
46.00
48.00
48.00
50.00
50.00
50.00
50.0
52.00
52.00
54.00
54.0
56.00
56.00
ZONE 15
LIMITS OF WORK
P.I. 15-2
P.I. 15-1
P.I. 3-3
P.I. 3-2 P.I. 3-1
LIMITS OF WORK
ZONE 3
RIGHT OF WAY SITE ACCESS
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
324+00
325+00
6+
7+
2+
3+
+00
335+00
336+00
+00
WE
WE
WE
WE
WE
WE
WE
WE
RCC
RCC
WE
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC
RCC DAMAGE
CRACK
RCC DAMAGE
RCC
RCC
RCC DAMAGE
RCC
CRACK
RCC DAMAGE
RCC
CRACK
RCC
RCC DAMAGE
RCC DAMAGE
CRACK
RCC DAMAGE
CRACK
CRACK
RCC
CRACK
AP
AP
RCC
RCC
CRACK
RCC
RCC
RCC
RCC REPAIR
RCC
RCC REPAIR
RCC
RCC
CRACK
RCC
RCC
RCC
RCC
AP
+AP
CRACK
AP
RCC
CRACK
AP
RCC
RCC REPAIR
RCC
RCC
RCC
RCC
RCC
RCC REPAIR
CRACK
RCC
RCC
RCC
RCC
AP
RCC
AP
AP
AP
AP
AP
"PIPEINVERT 24"""
CRACK
CRACK
CRACK
"TOP PIPE 24"""
CRACK
CRACK
CRACK
CRACK
CRACK
SH
SH
SH
SH
SH
SH
E3
SH
E3
SH
E2
E3
E2
E3
E2
E2
E2
E2
E3
E2
E2
E2
E2
E2
SH
E2
E2
RCC
E2
RCC
SH
E3
E2
RCC
E2
E3
E2
E3
RCC
E2
E2
SH
E2
E3
E2
E2
SH
RCC
E3
E1
E2
E1
E3E3
E3
E1
RCC
E1
E1
E1
RCC
E1
E1
RCC
E1
E1
E1
E1
E1
E1
E1
E1
E1
E1
E1
E2
E1
E2
E1
E2
E2
E2
E3
E1
CRACK
E2
E1
E2
E2
E1
E1
RCC
E1
RCC
E1
E1
RCC
E3
E3
E2
E2
E3
E3
E2
RCC
E2
E3
RCC
E1
E2
E1
E2
E1
E1
E2
E1
E1
E2
E1
E1
E2
E2
E3
E2
E2
E1
E3
E2
E1
E2
E3
RCC REPAIR
E1
E2
E1
RCC REPAIR
E1
RCC
E3
E2
E2
RCC
E1
E2
E3
E1
E1
E1
E2
E1
E2
E2
E2
E2
E1
E2
E2
E2
E1
E2
E2
E2
E2
E2
E2
E1
E2
E2
E2
E2
E1
E1
E1
E2
E2
E2
E2
E1
E2
E2
E2
E1
E1
E1
E2
E1
E1
E1
E1
E1
E1
E1
E1
E1
E1
E1
+E1
E1
E1
E2
E1
E1
E1
E2
E1
E1
E1
E1
E1
E1
FL
TL
TL
TL
TL
TL
+TL
TL
TL
,1
,5
X
,1
,0
X
,1
,5
X
,1
,5
X
13,855,500Y= 13,855,500Y=
13,856,000Y=
T C J
E S
T E
R
E T C J
E S
T E
R
W 19TH
C-104
L
A N V
IE
W
Z O
N E
,1
,5
X
,1
,0
X
13,856,000Y=
SCALE IN FEET
0 50 100 150
PLAN
24.0
.0
26.0
.0
28.
.0
.00
30.0
.00
.0
.0
.0
32.
34.0
34.0
.0
.00
.0
38.
.0
40.
40.
40.
.0
.0
42.
.0
44.
.0
46.
.0
.0
48.0
.0
.0
50.
50.
52.0
.0
54.0
.0
56.0
.0
58.00
7+
7+
ZONE 4
LIMITS OF WORK
P.I. 4-5
P.I. 4-4
P.I. 4-3
P.I. 4-2
P.I. 4-1
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
0+
1+
8+
9+
0+
1+
RCC
E1
RCC
RCC
RCC
+E2
RCC
RCC
E1
E2
E2
RCC
E2
E2
E1
E1
RCC
RCC
AP
RCC
AP
RCC
RCC
RCC
+RCC
RCC
RCC
RCC
"PIPE INVERT 24"""
E1
RCC
AP
CONC CULV
RCC
E2
RCC
E1
RCC
RCC
CRACK
E1
RCC
RCC
RCC
RCC
CONC CULV
AP
RCC
CONC CULV
CONC CULV
RCC
E1
E2
RCC
E1
CONC CULV
E2
+E1
RCC
E2
RCC
RCC
CRACK
E1
E2
E2
E1
CONC CULV
E2
CONC CULV
RCC
RCC
E1
RCC
RCC
RCC
E1
E2
E2
E1
RCC
E2
RCC
RCC
RCC
E1
RCC
RCC
E1
CRACK
E1
RCC
RCC
E1
AP
E1
AP
AP
AP
E1
E1
RCC
RCC
RCC
RCC
CONC CULV
E1
RCC
CONC CULV
RCC
CRACK
RCC
RCC
+RCC
"TOP PIPE 24"""
CRACK
CRACK
CRACK
CRACK
CONC CULV
CONC CULV
CONC CULV
CONC CULV
CRACK
CONC CULV
CONC CULV
CRACK
CRACK
CRACK
CRACK
CRACK
CRACK
+CRACK
CRACK
CRACK
CRACK
CRACK
CRACK
CRACK
CRACK
CRACK
CRACK
CRACK
CRACK
+CRACK
RCC
+RCC
RCC
RCC
RCC
RCC
RCC
CRACK
RCC
SH3
SH2
RCC
RCC
RCC
RCC
RCC
RCC
SH2
SH2
SH2
SH2
ROCKS AND DEBRIS
SH2
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
SH2
ROCKS AND DEBRIS
SH1
ROCKS AND DEBRIS
ROCKS AND DEBRIS
SH1
SH1
SH2
SH1
SH1
ROCKS AND DEBRIS
SH1
ROCKS AND DEBRIS
SH1
SH1
ROCKS AND DEBRIS
ROCKS AND DEBRIS
SH1
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
+2
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
ROCKS AND DEBRIS
,1
,5
X
,1
,0
X
,1
,5
X
,1
,5
X
,1
,0
X
,1
,5
X
13,849,000Y=
13,848,500Y= 13,848,500Y=
13,849,000Y=
DARLING
N S
H E P
H E
R D
W 6TH
P A
T T
E R
S
C-105
L
A N V
IE
W
Z O
N E
SCALE IN FEET
0 50 100 150
PLAN
.0
.0
.0
.00
.00
26.0
.0
.00
.0
.00
.0
.0038 .00
.0
.00
42.0
SITE ACCESS
ZONE 5
LIMITS OF WORK
P.I. 5-3
P.I. 5-2
P.I. 5-1
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
7+
8+
+00
190+00
191+00
192+
3+
4+
THE CROSS SECTIONS
THE OVERPASSES AS SHOWN IN
PLACEMENT OF RIPRAP BENEATH
SHADED AREAS REPRESENT THE
NOTE:
,1
,5
X
,1
,0
X
,1
,5
X
,1
,5
X
,1
,0
X
,1
,5
X
13,848,000Y=
13,847,500Y= 13,847,500Y=
13,848,000Y=
B O
N N
E R
KOLB
B O
N O
V E
R
SERVICE ROAD
SERVICE ROAD
Y A
L E
E 4TH
C-106
L
A N V
IE
W
Z O
N E
SCALE IN FEET
0 50 100 150
PLAN
.0
186+29186+71
187+02
187+25 187+33
187+51
LIMITS OF WORK
ZONE 6
P.I. 6-2
P.I. 6-1
P.I. 6-3
P.I. 6-4
RIGHT OF WAY
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
0+
1+
2+
3+
4+
,1
,0
X
,1
,5
X
,1
,0
X
,1
,0
X
,1
,5
X
,1
,0
X
13,846,500Y=
13,847,000Y=
E 2ND
H E
IG
H T S
H A
R V
A R
D
KOEHLER
13,847,000Y=
13,846,500Y=
SERVICE ROAD
C-107
L
A N V
IE
W
Z O
N E
SCALE IN FEET
0 50 100 150
PLAN
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
44.0
P.I. 8-2
SITE ACCESS
ZONE 8 LIMITS OF WORK
P.I. 8-1
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
1+
2+
6+
127+
128+
9+ rcc rcc rcc rcc rcc manhole rcc rcc manhole rcc rcc rcc rcc rcc rcc rcc manhole manhole rcc rcc rcc rcc rcc rcc manhole rcc rcc rcc manhole rcc rcc manhole rcc rcc rcc manhole rcc rcc manhole rcc rcc manhole manhole manhole rcc manhole manhole manhole manhole rcc rcc rcc manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole manhole bottom bottom bottom bottom bottom bottom bottom bottom bottom bottom bottom bottom bottom bottom bottom top bottom bottom top bottom top top top bottom top top bottom top top top top top top top top top top bottom top top top top topbottom rcc rcc rcc rcc rcc rcc rcc rcc rcc rcc e3 e3 e3 e3 e2 pond rcc e2 e3 e3 e2 e2 rcc e3 e2 e2 e3 e2 e2 e2 e2 e2 pond e3 e2 e2 e2 e2 e2 e2 e2 e2 e2 e2 e2 e2 e2 e2 e2 rcc e2 e2 e2 e2 e2 e2 e2 e1 e2 rcc rcc rcc rcc rcc rcc rcc rcc e2 e2 e2 rcc e1 rcc rcc e1 e1 e2 e1 rcc rcc e1 e1 e2 e1 rcc e1 e1 e1 e1 e1 e1 e1 e1 e1 e1 e1 rcc e1 e1 e1 rcc e1 e1 e1 e1 rcc e1 rcc e1 e1 e1 e1 e1 e1 e1 e1 e1 rcc rcc e1 e1 rcc e1 rcc e1 e1 rcc rcc e1 rcc e1 rcc
2 2 e1 rccrcc sw2 sw sw sw sw sw2 sw2
,1
,5
X
,1
,0
X
,1
,5
X
,1
,5
X
,1
,0
X
,1
,5
X
13,848,500Y=
13,848,000Y= 13,848,000Y=
SCALE IN FEET
0 50 100 150
PLAN
STUDE
S T
U D
E W
O
D
C-108
Y=13,848,500
P L
A N V
IE
W
Z O
N E
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
5+
6+
6+
6+
6+
6+
+27
+75
P.I. 9-4
P.I. 9-3
P.I. 9-2
P.I. 9-1
LIMITS OF WORK
ZONE 9
RIGHT OF WAY
SITE ACCESS
EXTENT OF SITE ACCESS
SEE SHEET C-109 FOR FULL
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0 rcc crack rcc rcc rcc rcc rcc rcc rcc rcc access panel
+access panel rcc rcc rcc crack rcc rcc access panel access panel rcc rcc rcc crack rcc rcc crack rcc rcc rcc rcc crack rcc rcc rcc crack rcc rcc crack rcc rcc rcc rcc rcc rcc sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole sink hole
,1
,0
X
,1
,5
X
,1
,0
X
,1
,0
X
,1
,5
X
,1
,0
X
13,849,000Y=
13,848,500Y=
13,849,000Y=
SERVI
CE
ROAD
SERVIC
E R
OAD
WHITE OAK
T A
Y L
R
C-109
SCALE IN FEET
0 50 100 150
PLAN
Y=13,848,500
P L
A N V
IE
W
Z O
N E
10.00
P.I. 11-3
P.I. 11-2 P.I. 11-1
LIMITS OF WORK
ZONE 11
RIGHT OF WAY
RIGHT OF WAY
TO ZONE 9
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
5+00
6+0
8+
9+ hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro hydro
30in cmp bottom
RS2
RS1
CP2
RS3
BS2
BS2 chk
,1
,0
X
,1
,5
X
,1
,0
X
,1
,0
X
,1
,5
X
13,844,500Y= 13,844,500Y=
13,845,000Y=
N M
IL
A M
T R
A V
IS
GIRARD
M A
IN
WALNUT
N S
A N J
A C
IN
T
ROTHWELL
C-110
L
A N V
IE
W
Z O
N E
Y=13,845,000
X ,1
,0
SCALE IN FEET
0 50 100 150
PLAN
-8.00
-8.00
4.
-8 .0
-8.00
-8 .0
-6 .0
-6.00
-6.00
-6.00
-6 .0
-6 .0
.0
0.00
0.00
0.00
0.000.00
0.00
.0
0.00 0.00
0.00
0.0
.0
.0
.0
0.
0.00
.0
-4 .0
-4.00
-4.
-4.00
-4 .0
-4.00
-2 .0
-2.00 -2 .0
-2.00
-2 .0
-2 .0
.0
0.00
.0
.0
2.00
28.00
.0
28.00
2.00
.0
.0
2.0
2.00
.0
2.00 2.00
2.00
.0
.0
4.
.0
.0
4.0
4.00
4.00
4.0
4.00
4.00
.0
4.00
.0
6.
.0
.0
6.0 06.00
6.
6.0
.0
6.00
6.
6.00
6.00
6.00
.0
30.00
30.00
.0
30.00
.0
8.00
.0
8.00
8.00
8.00
8.00
8.00
8.
8.
8.0
8.00
8.
8.
.0
.0
.0
.0
.0
.0
.0
10.00 10.00
.0
.00
.00
.0
.0
10.00
10.00
10.00
10.00 10.0
10.00 10.00
10.00
10.00
.0
.0
.0
.0
.0
.0
.0
.0
12.00
12.00
.0
.0
12.00
12.00 12.00
12.00
12.00
.0
.0
.0
.0
14.0014.00
.0
.0
.0
14.00
14.00 14.00
14.00
.0
.0
.0
.0
.0
16.
16.00
16.0
.0
.0
16.00
16.00 16.00
16.00
.0
16.00
.0
.0
18.00
18.00
18.00
18.00
.00
.0
.00
18.00
.00
.0
.0
.0
.0
.0
.0
20.00
20.00 20.00
20.
.0
.0
.0
.0
.0
20.00
20.00
20.0
20.00 20.00
20.00
20.00
20.00
.0
.0
.0
20.00
.0
.0
22.00
.00
.0
.0
22.00
.0
22.00
22.00
22.00
22.00
24.00
.0
24.00
24.00
24.00
24.00
.0
.0
24.
24.00 .0
.0
.0
.0
.00
26.00
26.0
.0
.00
26.00
.0
0 26.00
26.00
26.00
28.00
28.00
28.00
28.00
.0
.0
.0
.0
.00
30.00
.0
.0
.0
.0
30.00
.0
30.00 30.00
30.00
30.00
30.00
30.00
32.00
32.00
32.00
34.00
34.00
9+
+1
P.I. 12-6
P.I. 12-5
P.I. 12-3
P.I. 12-4
P.I. 12-2
P.I. 12-1
LIMITS OF WORK
ZONE 12
LIMITS OF WORK
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
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A K B
A Y
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H O
U S
T O
N T
X
H U
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IC
A N
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A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
0+00
1+00
2+00
3+00
4+00
,1
,0
X
,1
,5
X
,1
,0
X
,1
,0
X
,1
,5
X
,1
,0
X
13,843,500Y=
13,843,000Y= 13,843,000Y=
13,843,500Y=
SCALE IN FEET
0 50 100 150
PLAN
S A
N J
A C
IN
T O
C O
M M
ER
C E
T R
A V
IS
M A
IN
FA
N
N
IN
BAKER
N S
A N J
A C
IN
T O
0+00-A
1+00-A
2+00-A
3+00-A
4+00-A
4+55-A
C-111
L
A N V
IE
W
Z O
N E
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
10.00
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
0+60
0+80
1+00
0+ -A
1+ -A
1+ -A
2+ -A
2+ -A
3+ -A
3+ -A
0+40
0+20
0+00
P.I. 13-4
P.I. 13-3
P.I. 13-2
LIMITS OF WORK
P.I. 13-1
ZONE 13
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
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B
C
D
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G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
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G A
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V A
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P R
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Galveston District
T E
R E
S A H
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D E
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C H
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IN
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A
D A
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-W
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-0 e3 e3 e3 e3 e3 e2 e3e3 e2 e3 e2 e3 e2 e2 e2 e2 e2 e2 e2 e2 e2 e1 e1 e2 e1 e2 e2 e2 e1 e1 e1 e1 e1 bottomofditche1 bottomditch bottomditch bottomditch bottomditch bottomditch e1 e1 e1 bottomditch e1 e1 e1 topditch topditch e1 e1 e1 topditch topofditch topditch topditch topditch topofditch e1 e1 topditcch topditch e1 topditch topditch topditch topditch
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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
NAYLO
R
13,845,500Y= 13,845,500Y=
13,845,000Y=
C-112
L
A N V
IE
W
Z O
N E
Y=13,845,000
X ,1
,0
SCALE IN FEET
0 50 100 150
PLAN
.0
.0
LIMITS OF WORK
ZONE 14
P.I. 14-3
P.I. 14-2
P.I. 14-1
RIGHT OF WAY
L
IC
IT
A T
IO
N N
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D E
S
IG
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SHEET ID
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US Army Corps
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Galveston District
T E
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M E
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C Y R
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A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 457+00
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 457+99
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 458+50
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 458+97
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 459+50
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 459+98
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 460+98
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 461+92
ELEV. +64.00
ELEV. +47.00ELEV. +47.00
ELEV. +62.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
10'
C-301
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
L
IC
IT
A T
IO
N N
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N
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M A
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T E
D B
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D A
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R A
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C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
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A S
G A
L V
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T O
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T R
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P R
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T
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Galveston District
T E
R E
S A H
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D E
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Z A
C H
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IN
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A
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C
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W H
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A E
M E
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C Y R
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A
IR
S
-W
H Y
B
J U
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H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 422+96
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 423+21
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 423+45
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 423+72
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 423+97
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 424+24
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 424+44
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
ELEV. +42.00
ELEV. +42.00
ELEV. +57.00
ELEV. +60.00
C-302
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
L
IC
IT
A T
IO
N N
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D E
S
IG
N E
D B
Y
D E
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N
A
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T E
D B
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D A
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C H
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D B
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D R
A W
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IS
S
U E D
A T
E
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
N T
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A S
G A
L V
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T O
N D
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T R
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P R
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H E D
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T
S I
D
Galveston District
T E
R E
S A H
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D E
R S
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Z A
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A R
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IN
O J
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A
D A
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C Y R
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IR
S
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B
J U
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H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 348+92
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 349+21
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 349+36
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 349+62
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 349+83
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 350+08
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 350+38
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 350+51
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
ELEV. +35.50
ELEV. +35.50
C-303
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
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L
IC
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A T
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N N
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IG
N E
D B
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D E
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N
A
M A
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T E
D B
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D A
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C O
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C H
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D B
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D R
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IS
S
U E D
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
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T O
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A S
G A
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T O
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T R
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P R
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H E D
IR
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T
S I
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Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
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B
B O
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IN
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C
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W H
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T O
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X
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M E
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A E
M E
R G
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C Y R
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A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 350+77
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 350+91
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 351+96
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 352+20
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
STA. 351+09
STA. 351+47
STA. 351+70
ELEV. +35.50
ELEV. +35.50
C-304
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E
TO BE COMPLETED BETWEEN STATIONS 350+77 AND 351+47
PLACEMENT AND COMPACTION OF FILL MATERIAL
NOTE:
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
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N
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D B
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C O
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C H
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D B
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D R
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
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A S
G A
L V
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T O
N D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
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IN
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S W
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C O
L O
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L U .S
A R
M Y
C O
M M
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D
IN
G
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IM
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H Y R
V A
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P R
E P
A R
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E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 327+40
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 327+82
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 328+43
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 328+92
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 329+68
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 330+13
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 330+59
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
STA. 331+03
ELEV. +34.00
ELEV. +35.00
C-305
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 216+37
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 216+69
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 216+92
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 217+10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 217+15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 217+40
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 217+60
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 217+81
ELEV. +26.00
ELEV. +26.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
C-306
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND RIPRAP STONE BLANKET STONE EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 186+29
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 186+71
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 187+02
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 187+25
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 187+51
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 187+33
<-- SOUTH BANK - NORTH BANK -->
ELEV. +27.50
ELEV. +27.50
VARIES
VARIES
C-307
T
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T A
C R
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S S
E C
T
IO
N S Z
O N
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IC
IT
A T
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N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 167+86
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 168+11
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 168+37
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 168+61
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 168+87
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 169+14
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
ELEV. +20.00
ELEV. +21.00
C-308
T
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T A
C R
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S S
E C
T
IO
N S Z
O N
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IC
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A T
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IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
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IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 169+38
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 169+64
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 169+89
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
ELEV. +20.50
ELEV. +22.00
C-309
T
A
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T A
C R
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S S
E C
T
IO
N S Z
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IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 125+99
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 126+28
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 126+43
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 126+62
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 126+81
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 126+95
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 127+27
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 127+75
ELEV. +18.00
ELEV. +18.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
11.09'
20.31'
16.01'
14.9'
14.5'
17.05'
C-310
S T
A
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T A
C R
O S
S S
E C
T
IO
N S Z
O N
L
IC
IT
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O
D E
S
IG
N E
D B
Y
D E
S C
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IP
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IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 106+29
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 106+36
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 106+44
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 106+56
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 106+65
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 106+75
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 106+89
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
STA. 107+02
-10
ELEV. +16.50
ELEV. +16.50
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
8.67'
13.94'
9.83'
7.83'
9.02'
C-311
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND RIPRAP STONE BLANKET STONE EXCAVATE COMPACT FILL
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 9+21
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 10+12
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 11+23
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 11+82
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 12+53
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 13+26
-10
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
VARIES
VARIES
C-312
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E
NOTE:
EXISTING RIPRAP ELEVATIONS
IN KIND. UPPER, LOWER AND HORIZONTAL LIMITS WILL MATCH
ZONE 12 EXISTING RIPRAP IS TO BE REMOVED AND REPLACED
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 0+00
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 0+20
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 0+40
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 0+60
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 0+80
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 1+00
-10
1 3
ELEV. +4.50 ELEV. +4.50
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
C-313
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100-20-40-60-80-100-120-140-160
-10
STA. 0+50-A
STA. 1+00-A
STA. 1+50-A
STA. 2+00-A
STA. 2+50-A
STA. 3+00-A
STA. 3+50-A
<-- NORTH BANK - SOUTH BANK -->
<-- NORTH BANK - SOUTH BANK -->
<-- NORTH BANK - SOUTH BANK -->
<-- NORTH BANK - SOUTH BANK -->
<-- NORTH BANK - SOUTH BANK -->
<-- NORTH BANK - SOUTH BANK -->
<-- NORTH BANK - SOUTH BANK -->
ELEV. +4.50
ELEV. +4.50
C-314
T
A
-A T
O S
T A
-A
C R
O S
S S
E C
T
IO
N S Z
O N
E
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
G A
L V
E S
T O
N T
E X
A S
G A
L V
E S
T O
N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S W
G F
IL
E N
O
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
O F T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
S I
D
Galveston District
T E
R E
S A H
E N
D E
R S
O N
Z A
C H
A R
Y H
IN
O J
O S
A
D A
V
ID
B
B O
O T
H B
Y
J O
S H
U A H
U T
C H
IN
S O
N
H A
R R
IS
C
O U
N T
Y F
L O
O D C
O N
T R
O L D
IS
T R
IC
T
W H
IT
E O
A K B
A Y
O U
H O
U S
T O
N T
X
H U
R R
IC
A N
E H
A R
V E
Y A
N D T
S I
M E
L D
A E
M E
R G
E N
C Y R
E P
A
IR
S
-W
H Y
B
J U
L Y
H S
C
-0
LEGEND EXCAVATE COMPACT FILL
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 23+18
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 23+48
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 23+60
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 23+67
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 23+75
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 23+84
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 24+13
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100
STA. 24+40
-10
ELEV. +10.00 ELEV. +10.00
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
20.62'
20.28'
21.26'
21.26'
14.44'
18.52'
25.79'
20.44'
C-315
T
A
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O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N…
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