W912HY20B0009-Plans.pdf
PDF 25 MB Posted
- Solicitation number
- W912HY20B0009
About this file
This document outlines a federal contract opportunity for emergency repairs to Brays Bayou in Harris County, Texas. The U.S. Army Corps of Engineers Galveston District is soliciting proposals to address hurricane and tropical storm damage to Brays Bayou and its tributaries in Harris County. Under solicitation number W912HY20B0009, contractors will be selected to perform repairs including debris removal, bank stabilization, drainage structure repairs and improvements. Proposals are due by January 15, 2021, with award notices expected to be issued by February 15, 2021. The selected contractors will be responsible for completing all repair work by December 31, 2021.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
S O
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
H S
C
-6
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
IO
N
A
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
10 90
10 90 10 90
90A
90A
90A
90A
VICINITY MAP
GALVESTON
HOUSTON
FREEPORT
MATAGORDA
DALLAS
FT.
WORTH
AUSTIN
SAN ANTONIO
CORPUS
CHRISTI
BROWNSVILLE
ARK.
LA.
T E X A S
100 0 100 200
SCALE OF MILES
ARTHUR
PORT
PECOS
R
IV
E R
R I O
G R A N D E
N U
E C
E S
RI
VER
SAN ANTONIO
R.
RIVER
C
O L O
R A
D O
B R
A Z O S R
IV
E R
T R
IN
IT
Y
R E D R I V E R
SABINE
N
E C
H E S
RIVER
R
IV
E R
R
IV
E R
NEW
MEXICO
OKLAHOMA
MEXICO
Mexico
Gulf of
®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
BRAYS BAYOU, HOUSTON, TEXAS
ZONE 6
BRAYS B
AYOU
ZONE 1&2
ZONE 3 ZONE 4
ZONE 5
REPAIRS
HURRICANE HARVEY AND TS IMELDA EMERGENCY
W912HY20C0000
JULY 2020
W912HY20B0009
ZONE 11
ZONE 7&12 ZONE 8
ZONE 9
ZONE 10&13
ZONE 14
LOCATION
PROJECT
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
G-002
IN
D
E X O
F D
R A
W
IN
G S
C O
N T
R O
L T
A B
L E
G E
N E
R A
L N
O T
E S
A N
D L
E G
E N
D
07 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
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
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
G-003
C O
N T
R O
L T
A B
L 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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
PORT
TERMINAL
PACIFIC
PORT
TERMINAL
P A C
IF
IC
G H & H RR
RAILROAD
RAILROAD
RAILROAD
PAC
IFIC
P A
C
IF
IC
R A
IL
R O
A D
PACI
FIC
U N
IO
N
PACIFIC
PACI
FIC
PACIFIC
PACI
FI
C
RAILROAD
P A
C
IF
IC
P A C
IFIC
P A
C
IF
IC
U P
BNSF
PACIFIC
B U
R L
IN
G T
O N N
O R
T H
E R
N S
A N
T A F
E C
O R
P
B N S
F
UNI
ON
UNI
ON
U N
IO
N
U N
IO
N
UNION
UNI
ON
U N
IO
N
U N
IO
N P
A C
IF
IC
UNION
R A
IL
R O
A D
R A
IL
R O
A D
U N
IO
N
R A
ILR
O A D
U N
IO
N
UP
UNION
RAI
LR
OAD
U P
R A
IL
R O
A D
U N
IO
N
P
A C
IF
IC
R A
IL
R O
A D
P A
C
IF
IC
U N
IO
N
RAIL
ROAD
U N
IO
N
P
A C
IF
IC
R A
IL
R O
A D
R
AILR
O
AD
UNION
PACIFIC
UP
U P
UP
UP
UNION PACIFIC RAILROAD
R A
IL
R O
A D
U N
IO
N P
A C
IF
IC
R
A
ILR
O A D
RAILROAD
RAI
LR
OAD
RAILROAD
U P
RAILROAD
UP
R A
IL
R O
A D
SCALE IN FEET
0 4,000 8,000 12,000
PLAN
,0
,0
X
,0
,0
X
,0
,0
X
,1
,0
X
,1
,0
X
,1
,0
X
,1
,0
X
,1
,0
X
,0
,0
X
,0
,0
X
,0
,0
X
,1
,0
X
,1
,0
X
,1
,0
X
,1
,0
X
,1
,0
X
13,870,000Y=
13,855,000Y=
13,840,000Y=
13,825,000Y=
13,810,000Y=
13,795,000Y= 13,795,000Y=
13,810,000Y=
13,825,000Y=
13,840,000Y=
13,855,000Y=
13,870,000Y=
10 90
10 90 10 90
B90
90A
90A
90A
90A
90A
521040490
PID NO. 5139
X=3,063,253.43
Y=13,813,364.57
NAVD88 EL.=67.47
040215
PID NO. 5063
X=3,064,541.40
Y=13,811,600.35
NAVD88 EL.=66.97
040165
PID NO. 5054
X=3,087,203.36
Y=13,810,742.67
NAVD88 EL.=54.05
040160
PID NO. 5053
X=3,090,065.33
Y=13,811,307.41
NAVD88 EL.=53.81
040155
PID NO. 5179
X=3,092,533.84
Y=13,812,265.89
NAVD88 EL.=50.45
050065
PID NO. 5036
X=3,129,654.19
Y=13,824,538.92
NAVD88 EL.=33.41
040060
PID NO. 5035
X=3,130,403.39
Y=13,825,458.36
NAVD88 EL.=36.47
040055
PID NO. 5034
X=3,135,738.13
Y=13,824,920.07
NAVD88 EL.=29.75
040056
PID NO. 5034-2
X=3,135,835.58
Y=13,824,865.72
NAVD88 EL.=29.78
040045
PID NO. 5032
X=3,137,539.71
Y=13,823,929.34
NAVD88 EL.=32.17
040030
PID NO. 5029
X=3,141,092.07
Y=13,828,683.85
NAVD88 EL.=21.97
040025
PID NO. 5028
X=3,142,740.50
Y=13,830,903.98
NAVD88 EL.=19.04
040020
PID NO. 5027
X=3,144,247.04
Y=13,830,824.74
NAVD88 EL.=20.35
040010
PID NO. 5001
X=3,147,640.57
Y=13,829,425.32
NAVD88 EL.=4.71
877 0777 C (Manchester Houston) TCOON
PID NO. DO9988
X=3,152,837.530
Y=13,830,815.260
NAVD88 EL.=29.31
G-004
R
O J E
C T L
O C
A T
IO
N
WEST
UNIVERSITY
PLACE
BRAYS B
AYOU
SPRING
VALLEY
HUNTERS
CREEK
VILLAGE
BELLAIRE
SOUTH
HOUSTON
JACINTO
CITY
HOUSTON
C-101
C-102 C-103 C-104
C-105 C-106
C-109
C-110 C-111
C-108
C-107
ZONE 1&2
ZONE 3
ZONE 4
ZONE 5
ZONE 6
ZONE 7&12
ZONE 9
ZONE 8
ZONE 10&13
ZONE 11
ZONE 14
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
+00
+00
+00
+00
+00
+00
+0
+0
+0
+0
+0
+0
+0
+0
+0
,8
,0
Y
,8
,5
Y
,8
,0
Y ,8
,0
Y
,8
,5
Y ,8
,5
Y
,8
,0
Y
,8
,5
Y
,8
,5
Y
,8
,0
Y
,8
,5
Y
,8
,0
Y
,8
,5
Y
,8
,0
Y
3,065,000X=
3,064,500X=
3,064,000X=
3,063,500X= 3,063,500X=
3,064,000X=
3,064,500X=
3,065,000X=
SCALE IN FEET
0 100 200 300
PLAN
CLUB
CREEK
G R
E E
N F
O R
K
W O
O D F A
IR
COUNTRY CREEK
C-101
L
A N V
IE
W
Z O
N E
S A
N D
.0
.0
40.00
40.00
40.
40.00
40.
40.00
.0
42.00
42.00
42.00
44.00
44.00
44.00
.0
46.00
46.00
46.00
.0
48.00
48.00
48.00
.0
.0
.0
50.00
50.00
50.00
50.00
50.00
52.00
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
62.00
62.00
62.00
64.00
64.00
64.00
.0
.0
.0
.0
.0
.0
.0
+3
+5
+7
+0
+2
+2
+4
+6
+8
ZONE 1
ZONE 2
P.I. 2-5
P.I. 2-4
P.I. 2-3
P.I. 2-2
P.I. 2-1
P.I. 1-1 P.I. 1-2
S T
A
S T
A
STA.
+3
S T
A
RIGHT OF WAY
RIGHT OF WAY
P.I. 1-3P.I. 1-4
P.I. 1-5
P.I. 1-6
P.I. 1-7
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
,0
,0
X
,0
,1
X
,0
,2
X
,0
,3
X
,0
,4
X
,0
,5
X ,0
,5
X
,0
,0
X
,0
,1
X
,0
,2
X
,0
,3
X
,0
,4
X
,0
,5
X
13,810,900Y=
13,810,800Y=
13,810,700Y=
13,810,600Y=
13,810,500Y= 13,810,500Y=
13,810,600Y=
13,810,700Y=
13,810,800Y=
13,810,900Y=
N B
RAESWOOD
S BRAESWOOD
C H
IM
N E
Y R
O C
K
54.0
30.00
30.00
30.00
30.00
32.00
32.00
34.00
34.00
36.00
36.00
38.00
38.00
40.00
40.00
40.00
40.0040.00
42.00
42.00
44.00
44.00
46.00
46.00
48.00
48.00 50.00
50.00
50.00
50.00
.0
.0
52.00
ZONE 3
P.I. 3-1
P.I. 3-2
RIGHT OF WAY
RIGHT OF WAY
S T
A
S T
A
C-102
L
A N V
IE
W
Z O
N E
SCALE IN FEET
0 20 40 60
PLAN
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
,0
,9
X
,0
,1
X
,0
,3
X
,0
,4
X
,0
,4
X
,0
,3
X
,0
,2
X
,0
,1
X
,0
,0
X ,0
,0
X
,0
,9
X
13,811,400Y=
13,811,300Y=
13,811,200Y=
13,811,100Y= 13,811,100Y=
13,811,300Y=
13,811,400Y=
SCALE IN FEET
0 20 40 60
PLAN
S R
IC
E
S B
RAESWOOD
28.00
28.00
30.00
30.00
30.00
30.00
32.00
32.00
34.00
34.00
36.00
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
50.00
ZONE 4
P.I. 4-1
P.I. 4-2
RIGHT OF WAY
RIGHT OF WAY
S T
A
S T
A
C-103
L
A N V
IE
W
Z O
N E
,0
,0
X
,0
,2
X
13,811,200Y=
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
,0
,9
X
S E
R V
IC
E R
O A
D
S P
O S
T O
A K
30.00
30.00
36.00
40.00
40.00
50.00
50.00
ZONE 5
P.I. 5-1
P.I. 5-2
RIGHT OF WAY
RIGHT OF WAY
S T
A
S T
A
C-104
L
A N V
IE
W
Z O
N E
,0
,1
X
,0
,2
X
,0
,3
X
,0
,8
X
,0
,9
X
,0
,0
X
,0
,1
X
,0
,2
X
,0
,3
X
,0
,8
X
,0
,9
X
,0
,0
X
13,812,500Y=
13,812,400Y=
13,812,300Y=
13,812,200Y= 13,812,200Y=
13,812,300Y=
13,812,400Y=
13,812,500Y=
SCALE IN FEET
0 20 40 60
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
9+
0+
1+
+0
313+
314+00
315+00
-6.00
-6.00
-6.00
-6 .0
-4.00
-4.00
-4 .0
-4.
00 -4.00
-2 .0
-2.
-2.00
-2.00
0.
.0
0.
0.0
.0
0.
.0
0.00 0.00
0.00
2.00
2.00
.0
2.
.0
4.00
4.00
.0
4.
.0
06.
6.0
.0
6.00
6.00 8.00
8.00
8.
8.0
.0
.0
.0
.0
10.
10.00
10.00
10.00 10.00
12.00
12.00
.00
.0
.0
.00
14.00 14.00
.0
.00
16.00 16.00
.0
.0
18.0 0 18.00
.0
.0
.00
20.
20.00
20.00 20.00
20.00
.0
.0
22.0 0 22.00
24.00
.0
.00
.0
26.00
26.
.0
.0
.0
.00
28.0
28.00
.0
.0
.00
.0
30.
30.00 30.00
30.00
32.00
32.0
.00
.0
34.00
34.0
.00
.0
36.00
.0
.0
.0
,1
,5
X
,1
,0
X
,1
,5
X
,1
,0
X
,1
,5
X
13,825,500Y=
13,826,000Y=
13,825,500Y=
M L K
IN
G
WHEELER
ZONE 6
SITE ACCESS
P.I. 6-1
P.I. 6-2
RIGHT OF WAY
S T
A
S T
A
RIGHT OF WAY
C-105
L
A N V
IE
W
Z O
N E
,1
,5
X
SCALE IN FEET
0 50 100 150
PLAN
13,826,000Y=
STAGING AREA
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
6+
7+
8+
9+
0+
0 -10.00
-1 .0
-10.0
-10.00
-10.00
-8 .0
-8.00
-8.00
-8.00
-6 .0
-6.00
-6.00
-6.00
-4 .0
-4.
-4.0
-2.00
-2 .0
-2 .0
0.000.00
0.
0.0
0.00
0.00
.0
0.
2.00
2.00
2.
2.00 4.00
4.0
4.00
4.00
.0
6.0
6.
6.00
8.00
8.0
8.
8.00
.00
.0
.0
10.
10.00
.00
.00
12.00
.00
.00
14.00
.0
.00
.0
18.0
.00
.0
.0
.0
.0
.0
20.00 20.00
.0
.0
.0
.0
.00
.0
.0
W
IL
S H
IR
E
A U
B U
R N
D A
L E
K N
O B
L O
C K
90A
D E
L A F
IE
L D
L
ID
S T
O N
E
R E
N S
H A
W
K A T H E R
IN
E
C A R
R O
L T O
N
ZONES 7&12
P.I. 7-1
P.I. 7-2
P.I. 7-3P.I. 7-4
P.I. 7-5
P.I. 7-6
P.I. 7-7
P.I. 7-8
P.I. 7-9
RIGHT OF WAY
RIGHT OF WAY
LIMITS OF WORK
S T
A
S T
A
C-106
L
A N V
IE
W
Z O
N E
S A
N D
,1
,5
X
,1
,0
X
,1
,5
X
,1
,0
X
13,825,000Y=
13,824,500Y= 13,824,500Y=
13,825,000Y=
SCALE IN FEET
0 50 100 150
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-10 .00
-10.
-10.00
-10 .00
-8.0
-8.0
-6.
-6.
-4.
-4.0
-2.
-2.
0.00
0.0
0.00
0.0
0.00
0.00
2.0
2.0
2.004.00
4.00
4.0
6.00
6.00
6.00
8.
8.0
8.0
.00
10.
10.0
10.
12.0
.00
14.0
.0
16.0
.00
18.
18.
0020.
.00
20.
20.
.00
22.
24.
,1
,0
X
,1
,5
X
,1
,0
X
,1
,0
X
13,824,000Y=
13,823,500Y= 13,823,500Y=
13,824,000Y=
90A
WHEELER
S W
A Y
S
ID
E
T E L E P
H O
N E
ZONE 8
P.I. 8-1
P.I. 8-2
RIGHT OF WAY
RIGHT OF WAY
LIMITS OF WORK
S T
A
S T
A
C-107
L
A N V
IE
W
Z O
N E
,1
,5
X
,1
,0
X
SCALE IN FEET
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-2.00
-2.00
-40.00
-30.00 -20.00
-14.
-12.00
-12 .00
-12 .00
-1 .0
-10 .00
-10.00
-10.00
-1 .0
-10.00
-10.00
-10.00
-10.00
-10 .00
-10 .00
-8.0
-8.00
-8.00
-8.00
-8.00
-8.00 -6.00
-6.00
-6.00
-6.00
-6 .0
-4.
-4.00
-4.00
-4.00
-4.00
-2 .00
-2.00
-2.00
-2.00
-2.00
0.0
0.
000.00
0.00 0.00
0.00
0.00
0.00
0.0
0.00
0.00
0.00
0.00 0.
2.0
2.00 2.00
2.00
2.00
2.00
4.00
4.00
4.00
4.00 4.00 4.006.00
6.0
6.00
6.00
8.0
8.
10.0
.0
3, 0, X
3, 0, X = 3, 0, X
3, 1, X
3, 1, X
,8 ,5
Y
,8 ,5
Y
,8 ,0
Y
,8 ,5
Y
W
IL
D W
O O
D
L A
W N
D A
L E
P A
R K
N MACGREGOR
F A
IR
F
IE
L D
M E
A D
O W
L A
W N
ZONE 9
P.I. 9-1
P.I. 9-2
P.I. 9-3
P.I. 9-4
P.I. 9-5 P.I. 9-6
P.I. 9-7
P.I. 9-8
P.I. 9-1
P .I.
0-
P .I.
0-
P .I.
0-
RIGHT OF WAY
RIGHT OF WAY
LIMITS OF WORK
S T
A
S T
A
S T
A
C-108
Y ,8 ,0
Y ,8 ,0
3, 1, P L
A N V
IE
W
Z O
N E
3, 0, X
3, 1, X
,8 ,0
Y
,8 ,5
Y
SCALE IN FEET
0 50 100 150
PLAN
3, 1, X
-1 .0
-1 .0 0 -1 .0
-10.00
-8.00
-4 .0 0 -2.00
0.00
0.00
2.00
4.00 6.00
8.00
10.00
12.00 14.00
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
L A
W N
D A
L E
ZONE 10
ZONE 13
P.I. 10-1
P.I. 10-2
P.I. 10-3
P.I. 10-4
P.I. 13-1
P.I. 13-2
P.I. 13-3P.I. 13-4 P.I. 13-5
P.I. 13-6
P.I. 13-7
RIGHT OF WAY
RIGHT OF WAY
LIMITS OF WORK
S T
A
S T
A
S T
A
S T
A
S T
A
C-109
X=3,141,000 X=3,141,000
X=3,141,500
P L
A N V
IE
W
Z O
N E
A
N D
,8
,0
Y
,8
,5
Y
,8
,0
Y
,8
,5
Y
SCALE IN FEET
0 50 100 150
PLAN
,8
,0
Y
,8
,0
Y
3,141,500X=
-16.00
-1 .0
-16.00
-16.00
-16.
-16.0
-14.00
-14.00
-1 .0
-14.00
-14.00
-14.00
-12.00
-12.00
-12.00
-12.00
-12.00
-10.00
-10.00
-10.00
-10.00
-1 .0
-10.00
-10.00
-10.00
-10.00
-8.00
-8.00 -8.
-8.00
-8.00
-6.00
-6 .0
-6.00
-6.00-6.00
-6.00
-4.00
-4.00 -4.
-4.00
-4.00
-2.00
-2.00
-2.00
-2.00
-2.00 0.00
0.00 0.00
0.00
0.00
0.000.000.00
0.00
0.00 0.00
0.00
2.00
2.00
2.00
2.00
2.00
2.00
4.00
4.00
4.00 4.00
4.00 4.00
6.00
6.00
6.0
6.00
6.00
6.00
8.00 8.00
8.00
8.00
8.00
8.00
10.00
10.00 10.00
10.00
10.00 10.00
10.00
10.00
10.00
.0
0 10.00
12.00
12.00
12.00
12.00
.0
14.00
14.00
-18 .00
-16.00
-16.00
-16.00
-14.00
-14.00
-14.00
-14.00
-12.00
-12.00
-12.00
-12.00
-10.00
-10.00
-10.00
-10.00
-10.00
-10 .00
-10 .00
-8.00
-8.00
-8.00
-8.00
-6.00
-6.00
-6.00
-6.00
-4.0
-4.00
-4.00
-4.00
-2.00
-2.00
-2.00
-2.00
.0
0.00
0.00
0.00
0.00
0.00
0.00
0.000.00
0.00
0.00
0.00
2.00
2.00
2.00
2.00
2.004.00
4.00
4.00 4.00
4.00 6.00
6.00
6.00
6.00
6.00
8.00
8.00 8.00
8.00
8.00
10.00
10.00
10.00 10.00
10.00
10.00
10.00
10.00
12.00
12.00
12.00
14.00
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
115+00
6+
7+
128+
9+
6+
7+
7+
128+
128+
ZONE 14
P.I. 14-1
P.I. 14-2
P.I. 14-3
P.I. 14-4 P.I. 14-5
P.I. 14-6
P.I. 14-7
RIGHT OF WAY
RIGHT OF WAY
LIMITS OF WORK
STA. 1
28+
S T
A
P.I. 14-8
P.I. 14-9
P.I. 14-10
P.I. 14-11
P.I. 14-12
P.I. 14-13
P.I. 14-14
P.I. 14-15
P.I. 14-16
P.I. 14-17
P.I. 14-18
P.I. 14-19
P.I. 14-20
C-110
X=3,141,000
X=3,141,500
P L
A N V
IE
W
Z O
N E
SCALE IN FEET
0 50 100 150
PLAN
3,141,500X=
3,141,000X=
,8
,0
Y
,8
,5
Y
,8
,5
Y
,8
,5
Y
,8
,0
Y
,8
,5
Y
-10.00
.0
10.00
-18.00
-22.00
-20.00
-2 0.0
-2 .0
-2 .0
-1 .0
-1 .0
-18 .00 -1
.0
-1 .0
-1 .0
-1 .0
-16 .00
-16.00
-1 .0
-1 .0
-1 .0
-14 .00
-14.00
-14.
-1 .0
-1 .0
-1 .0
-12 .00
-1 2.0
-12.00
-1 2.
-1 2.
-1 .0
-1 .0
-1 .0
-1 0.
-1 0.
-10 .00
-1 0.0
-10.00 -10.0
-10 .00
-10.00
-1 0.
-8 .0
-8 .0
-8 .0
-8.
-8.00
-8.00
-8 .0
-6 .00
-6.0
-6.00
-6.
-6 .0
-6 .0
-6 .0
-4 .0
-4.
-4.00
-4.00
-4 .0
-4.0
-4 .0
-2 .0
-2.00
-2.00
-2.0
-2.
-2 .0
-2 .0
.0
.0
.0
.0
.0
.0
0.
0.0
0.0
0.00
0.0
0.00
0.00 0.00
0.00
.0
0.00
0.0
0.0
.0
.0
2.
2.0
2.00
2.00
2.00
2.0
4.0
4.00 4.00
4.00
4.0
.0
.0
.0
6.0
6.00 6.00
6.00
6.0
6.
.0
.0
8.0
8.008.00
8.00
8.0
8.
.0
.0
.0
.0
.0
.0
.0
.00
.00
10.0
10.00
10.00
10.0
.00
.0
.0
.0
.00
12.00
12.00
12.0
12.00
14.00
14.00
14.00
14.00
.0
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-20.00
-18.00
-18.00
-1 .0
-16.00
-16.00
-16.00
-14.00
-1 .0
-14.00
-14.00
-12.00
-1 2.
-12.00
-12.0
-10.00
-10.00
-10.00
-1 .0
-10.00
-10.00
-1 .0
-8.00
-8.00
-8.00
-8.00
-6.00
-6.00
-6.00
-6.00
-4.00
-4.00
-4.00
-4.00
-2.00
-2.00
-2.00
-2.00
0.0
0.0
0.00
0.00
.0
.0
.0
0.00
0.00
0.00
2.0
.0
2.00
2.00
2.00 4.00
4.00
4.00
4.00
4.0
6.00
6.00
6.00
.0 0 6.
8.00
8.00
8.00
.0
8.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
.0
.00
.0
,1
,5
X
,1
,0
X
,1
,5
X
,1
,5
X
,1
,0
X
13,829,500Y=
13,829,000Y=
13,829,500Y=
13,829,000Y=
W O
O D
V A
L E
G L E
N D
A L E
KEMTON
LAYTON
T
H
T
H
BRAYS
HUDSON
ZONE 11
P.I. 11-1
P.I. 11-2
P.I. 11-3
P.I. 11-4
P.I. 11-5
RIGHT OF WAY
RIGHT OF WAY
LIMITS OF WORK
S T
A
S T A
C-111
L
A N V
IE
W
Z O
N E
,1
,5
X
SCALE IN FEET
LEGEND
RIPRAP STONE
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1118+20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1118+69
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1119+58
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140-20-40
STA. 1119+78
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1119+93
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1120+44
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1120+81
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1121+04
<-- 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. +45.25
C PROJECT ALIGNMENTL
ELEV. +38.75
28.9'
2.5
2.5
ELEV. +38.25
ELEV. +44.50
ELEV. +46.75
ELEV. +37.75
ELEV. +39.25
ELEV. +52.25
ELEV. +38.50
ELEV. +49.00
ELEV. +44.75
ELEV. +38.25
ELEV. +42.00
ELEV. +51.00
ELEV. +43.25
ELEV. +39.75
23'
C PROJECT ALIGNMENTL
29.3'
C PROJECT ALIGNMENTL
47.9'
C PROJECT ALIGNMENTL
79'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
20.5'
C PROJECT ALIGNMENTL
43.7'
C PROJECT ALIGNMENTL
20.7'
C-301
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
ELEV. +38.50
ELEV. +41.00
ELEV. +38.25
C PROJECT ALIGNMENTL
56.1'
C PROJECT ALIGNMENTL
66'
ELEV. +48.00
C-302
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E
STA. 1121+21
STA. 1121+39
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
LEGEND
RIPRAP STONE
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1100+39
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1100+58
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1100+79
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140-20-40
STA. 1101+00
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1101+20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1101+24
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1101+43
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1101+68
<-- 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. +39.50
C PROJECT ALIGNMENTL
20.3'
ELEV. +45.00
ELEV. +39.50
ELEV. +39.50
ELEV. +39.50 ELEV. +39.50
ELEV. +38.50
ELEV. +38.50
ELEV. +38.50
ELEV. +43.25
ELEV. +53.25
ELEV. +53.25
ELEV. +54.25
ELEV. +51.00
ELEV. +52.25
ELEV. +53.50
C PROJECT ALIGNMENTL
13.8'
C PROJECT ALIGNMENTL
83.7'
C PROJECT ALIGNMENTL
84.4'
C PROJECT ALIGNMENTL
58.1'
C PROJECT ALIGNMENTL
55'
C PROJECT ALIGNMENTL
51.5'
C PROJECT ALIGNMENTL
60'
C-303
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
LEGEND
RIPRAP STONE
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1101+83
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1102+00
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1102+32
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140-20-40
STA. 1102+54
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1102+70
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1102+81
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1103+05
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 1103+23
<-- 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 -->
2.5
2.5
2.5
2.5
ELEV. +39.50 ELEV. +39.50
ELEV. +40.00
ELEV. +40.00
ELEV. +40.00
ELEV. +48.50
ELEV. +53.25
ELEV. +55.50
ELEV. +49.50
ELEV. +45.75
C PROJECT ALIGNMENTL
43.3'
C PROJECT ALIGNMENTL
58.3'
C PROJECT ALIGNMENTL
63.8'
C PROJECT ALIGNMENTL
46.9'
C PROJECT ALIGNMENTL
36.4'
NO WORK TO BE DONE IN THIS SECTION
NO WORK TO BE DONE IN THIS SECTION
C-304
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60-20-40-60-80-100-120
STA. 841+37
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60-20-40-60-80-100-120
STA. 841+61
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60-20-40-60-80-100-120
STA. 841+86
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60-20-40-60-80-100-120
STA. 842+12
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60-20-40-60-80-100-120
STA. 842+33
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60-20-40-60-80-100-120
STA. 842+52
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60-20-40-60-80-100-120
STA. 842+74
<-- 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 PROJECT ALIGNMENTL
46'
C PROJECT ALIGNMENTL
54.1'
C PROJECT ALIGNMENTL
45.2'
C PROJECT ALIGNMENTL
46'
ELEV. +39.25
ELEV. +45.00
ELEV. +39.00
ELEV. +45.25
ELEV. +39.00
ELEV. +45.50
ELEV. +40.25
ELEV. +50.75
ELEV. +39.25
ELEV. +45.00
C PROJECT ALIGNMENTL
46'
NO WORK TO BE DONE IN THIS SECTION
C-305
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 812+38
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 812+61
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 812+86
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40-20-40-60-80-100-120-140
STA. 813+11
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 813+36
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 813+53
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 813+58
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40-20-40-60-80-100-120-140
STA. 813+61
<-- 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. +39.00
C PROJECT ALIGNMENTL
46.2'
C PROJECT ALIGNMENTL
46'
C PROJECT ALIGNMENTL
46.2'
C PROJECT ALIGNMENTL
46.3'
ELEV. +40.75
ELEV. +40.75
ELEV. +41.00
ELEV. +37.75
ELEV. +37.75
ELEV. +37.75
ELEV. +37.75
NO WORK TO BE DONE IN THIS SECTION
C-306
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 780+86
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 780+98
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 781+08
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140-20-40
STA. 781+15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 781+26
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140-20-40
STA. 781+32
<-- 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 PROJECT ALIGNMENTLC PROJECT ALIGNMENTL
49.9'
ELEV. +43.00
ELEV. +36.00
49.9'
C PROJECT ALIGNMENTLC PROJECT ALIGNMENTL
49.9'
C PROJECT ALIGNMENTLC PROJECT ALIGNMENTL
49.8'
C PROJECT ALIGNMENTLC PROJECT ALIGNMENTL
49.8'
C PROJECT ALIGNMENTLC PROJECT ALIGNMENTL
50'
C PROJECT ALIGNMENTLC PROJECT ALIGNMENTL
49.9'
C PROJECT ALIGNMENTLC PROJECT ALIGNMENTL
ELEV. +36.00
ELEV. +36.00
ELEV. +36.00
ELEV. +36.00
ELEV. +36.00
ELEV. +44.00
ELEV. +45.00
ELEV. +46.00
ELEV. +47.00
ELEV. +46.50
C-307
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180 200
STA. 307+71
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180 200
STA. 307+89
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180 200
STA. 308+06
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180 200
STA. 308+16
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180 200
STA. 308+31
-10
-10
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180 200
STA. 308+60
-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 -->
C PROJECT ALIGNMENTL
ELEV. +12.25
ELEV. -0.25
42.3'
2.5
2.5
2.5
2.5
C PROJECT ALIGNMENTL
45.3'
C PROJECT ALIGNMENTL
37.9'
C PROJECT ALIGNMENTL
36.9'
ELEV. -0.50
ELEV. -1.00
ELEV. -1.00
ELEV. +12.00
ELEV. +12.25
ELEV. +10.00
C-308
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 244+09
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 244+20
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 244+57
-10
-15
-10
-15 E
L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140 160 180
STA. 244+96
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 245+19
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 245+40
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 245+60
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 245+74
-10
-15
<-- 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 PROJECT ALIGNMENTL
35.5'
C PROJECT ALIGNMENTL
31.6'
C PROJECT ALIGNMENTL
34.3'
C PROJECT ALIGNMENTL
24.8'
C PROJECT ALIGNMENTL
44'
C PROJECT ALIGNMENTL
39.8'
C PROJECT ALIGNMENTL
40.3'
C PROJECT ALIGNMENTL
52.4'
ELEV. -1.00
ELEV. +5.25
ELEV. -2.75
ELEV. -2.00
ELEV. -1.75
ELEV. -3.75
ELEV. -2.75
ELEV. -8.50
ELEV. +6.00
ELEV. +6.75
ELEV. +6.50
ELEV. +7.00
ELEV. +1.50
ELEV. +7.00
ELEV. +7.00
ELEV. +7.00
C-309
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E S
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 245+90
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 246+01
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 246+15
-10
-15
-10
-15 E
L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140 160 180
STA. 246+30
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 246+40
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 246+52
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 246+71
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 246+83
-10
-15
<-- 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 PROJECT ALIGNMENTL
51'
C PROJECT ALIGNMENTL
55.5'
C PROJECT ALIGNMENTL
40.6'
C PROJECT ALIGNMENTL
48.5'
C PROJECT ALIGNMENTL
53.4'
C PROJECT ALIGNMENTL
55.6'
C PROJECT ALIGNMENTL
52.1'
C PROJECT ALIGNMENTL
57.3'
ELEV. -1.75
ELEV. -4.25
ELEV. +7.00
ELEV. +7.00ELEV. +7.00
ELEV. +7.00
ELEV. +7.00
ELEV. +7.00
ELEV. +1.50
ELEV. +1.25
ELEV. +2.50
ELEV. +2.50
ELEV. +5.50
ELEV. +0.00
ELEV. +5.00
ELEV. +2.00
ELEV. +7.75
C-310
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E S
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 246+97
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 246+99
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 247+20
-10
-15
-10
-15 E
L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140 160 180
STA. 247+51
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 247+89
-10
-15
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
C PROJECT ALIGNMENTL
37.9'
C PROJECT ALIGNMENTL
39.7'
C PROJECT ALIGNMENTL
55.7'
C PROJECT ALIGNMENTL
55.3'
ELEV. -3.50
ELEV. -8.75
ELEV. +0.00
ELEV. +4.00
ELEV. +4.25
ELEV. +0.00
ELEV. +5.25
ELEV. +4.50
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 S
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200
STA. 220+41
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200
STA. 220+90
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200
STA. 221+38
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200
STA. 221+50
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200
STA. 221+66
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T 0 20-20-40-60-80-100-120-140-160-180-200
STA. 221+91
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200
STA. 222+43
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160-180-200
STA. 222+82
-10
-15
<-- 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 PROJECT ALIGNMENTL
ELEV. +6.25
ELEV. -5.50
C PROJECT ALIGNMENTL
43.4'
C PROJECT ALIGNMENTL
45.2'
C PROJECT ALIGNMENTL
43.9'
C PROJECT ALIGNMENTL
57.3'
C PROJECT ALIGNMENTL
42.1'
C PROJECT ALIGNMENTL
38.6'
C PROJECT ALIGNMENTL
46.1'
ELEV. +6.00
ELEV. +6.75
ELEV. +7.00
ELEV. +6.50
ELEV. +7.00
ELEV. +7.75
ELEV. +7.00
ELEV. -3.00
ELEV. -2.25
ELEV. -3.00
ELEV. -2.50
ELEV. -4.50
ELEV. -3.50
ELEV. -0.75
C PROJECT ALIGNMENTL
ELEV. +6.25
ELEV. -5.50
38'38'
C-312
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
LEGEND
RIPRAP STONE
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 150+93
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 151+00
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 151+50
-10
-15
-10
-15 E
L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140 160 180
STA. 152+00
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 152+50
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 153+00
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 153+50
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 154+00
-10
-15
<-- 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 -->
1.3
1.3
1.3
1.8
3.5
C PROJECT ALIGNMENTL
66.2'
C PROJECT ALIGNMENTL
67.2'
C PROJECT ALIGNMENTL
71.7'
70.5'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
64.6'
C PROJECT ALIGNMENTL
71.3'
C PROJECT ALIGNMENTL
77.2'
72.2'
C PROJECT ALIGNMENTL
ELEV. -2.00
ELEV. +7.00
ELEV. -2.00
ELEV. +7.00
ELEV. +4.50
ELEV. +0.00
ELEV. +0.25
ELEV. +4.75
ELEV. -1.25
ELEV. +5.75
ELEV. +5.75
ELEV. -0.50
ELEV. -0.25
ELEV. +6.50
ELEV. +5.00
ELEV. -2.75
C-313
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 154+50
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 155+00
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 155+50
-10
-15
-10
-15 E
L E
V A
T
IO
N I
N U .S .F
E E
T 0 20 40 60 80 100 120 140 160 180
STA. 156+00
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 156+50
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 157+00
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 157+50
-10
-15
-10
-15
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20 40 60 80 100 120 140 160 180
STA. 158+00
-10
-15
<-- 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 -->
2.5
1.8
1.6
2.5
C PROJECT ALIGNMENTL
70.9'
C PROJECT ALIGNMENTL
68.1'
C PROJECT ALIGNMENTL
66.1'
74.6'
C PROJECT ALIGNMENTL
C PROJECT ALIGNMENTL
62.8'
C PROJECT ALIGNMENTL
78.3'
C PROJECT ALIGNMENTL
73.1'
66.3'
C PROJECT ALIGNMENTL
ELEV. -3.50
ELEV. +4.25
ELEV. -3.50
ELEV. +4.25
ELEV. -3.00
ELEV. +3.50
ELEV. +0.00
ELEV. -5.25
ELEV. +1.00
ELEV. -3.75
ELEV. -4.75
ELEV. +3.50
ELEV. +4.00
ELEV. -5.00
+3.75
+2.50
C-314
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 141+75
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 142+00
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 142+50
-10
-20
-10
-20 E
L E
V A
T
IO
N I
N U .S .F
E E
T 0 20-20-40-60-80-100-120-140-160
STA. 143+00
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 143+50
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 144+00
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 144+50
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 145+00
-10
-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 -->
<-- SOUTH BANK - NORTH BANK -->
LEGEND
RIPRAP STONE
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
ELEV. +10.00
ELEV. -7.75
54.5'
C PROJECT ALIGNMENTL
50.4'
C PROJECT ALIGNMENTL
46.4'
C PROJECT ALIGNMENTL
60.5'
C PROJECT ALIGNMENTL
68.8'
C PROJECT ALIGNMENTL
65.8'
C PROJECT ALIGNMENTL
46.3'
C PROJECT ALIGNMENTL
70'
C PROJECT ALIGNMENTL
ELEV. +10.00
ELEV. +10.00
ELEV. +10.00 ELEV. +10.00
ELEV. +10.00
ELEV. +10.00
ELEV. +10.00
ELEV. -9.75
ELEV. -11.75
ELEV. -6.75
ELEV. -0.50
ELEV. -2.00
ELEV. -13.75
ELEV. -2.00
C-315
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 145+50
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 146+00
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 146+50
-10
-20
-10
-20 E
L E
V A
T
IO
N I
N U .S .F
E E
T 0 20-20-40-60-80-100-120-140-160
STA. 147+00
-10
-20
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
0 20-20-40-60-80-100-120-140-160
STA. 147+31
-10
-20
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
<-- SOUTH BANK - NORTH BANK -->
LEGEND
RIPRAP STONE
BLANKET STONE
EXCAVATE
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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
H S
C
-6
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
B R
A Y
S B
A Y
O U
H O
U S
T O
N T
E X
A S
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
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
J U
L Y
W
H Y
B
38.7'
C PROJECT ALIGNMENTL
52.1'
C PROJECT ALIGNMENTL
62.3'
C PROJECT ALIGNMENTL
65.5'
C PROJECT ALIGNMENTL
37.9'
C PROJECT ALIGNMENTL
ELEV. +10.00
ELEV. +10.00
ELEV. +10.00
ELEV. +10.00
ELEV. +10.00
ELEV. -2.25
ELEV. -2.75
ELEV. -7.00
ELEV. -12.00
ELEV. -12.50
C-316
T
A
T
O S
T A
C R
O S
S S
E C
T
IO
N S Z
O N
E
COMPACT FILL
EXISTING GROUND
FINISHED GRADE
S O
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…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .