W912HY19B0032-PLANS_-_SIGNED_-_2019-07-30.pdf
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FY 19 Houston Ship Channel Placement Area 14 Dike Raise Plans
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TOTAL
ARMY
QUALITY
July 2019
Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:
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.
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY19B0032
PLACEMENT AREA 14 DIKE RAISE
HSC-401-572
HOUSTON SHIP CHANNEL, TEXAS
of Engineers U.S. Army Corps
Galveston District
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W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
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IO
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LOCATION OF CROSS SECTION
EXISTING DIKE
WEIR SPILLWAY
STRUCTURE
DROP OUTLET PIPE(S)
PERIMETER DITCHING
LATERAL/INTERIOR DITCHING
TIDE STAFF
EXIST. DIKE TO REPAIR
EXIST. DIKE BY OTHERS
MOUNDS
C .S
(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
AREA
BORROW
PLACEMENT AREA
LIMITS OF UNCONFINED
NEW DIKE TO BE BUILT
HORIZONTAL CONTROL POINT
CONE PENETROMETER (CPT) LOCATIONSOIL BORING LOCATION
PIPELINE/PERMIT CROSSING
LOCATION OF
PLAN LEGEND
LIMITS OF RIPRAP
C O
N T
R O
L T
A B
L E
S
IN
D E
X O
F D
R A
W
IN
G S A
N D
GENERAL NOTES
5. DATUM CONVERSION FOR THIS PROJECT: MLT = NAVD88 - 1.41'.
SPECIFICATIONS.
OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE
BEEN MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT
AS OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION
PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED.
4. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY
BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL
PLANE, NAD83, TEXAS SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
SURVEYS WERE TAKEN APRIL 2019.
SURVEYORS ARE JOSE VARGAS, ALFONSO RIVERA, JOHN WALDEN.
OF 1988 (NAVD88) USING GEOID12B.SURVEY LEADER IS MIKE SELLS;
1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM
Galveston District
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W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
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EL
NAVD88 EL.=5.31
Y=13,817,021.979
X=3,258,223.100
PID NO. BBDQ30
JUANITA 2014
NAVD88 EL.=9.69
Y=13,794,271.824
X=3,238,239.655
PID NO. BBDQ29
SHELL BEACH 2014
NAVD88 EL.=17.39
Y=13,817,079.110
X=3,243,143.030
PID NO. DO9986
0613 J 2004
NAVD88 EL.=17.39
Y=13,817,079.110
X=3,243,143.030
PID NO. DO9986
877 0613 J (Morgans Point) TCOON
AREA NO. 14
PLACEMENT
13,793,000Y=
13,805,000Y=
13,817,000Y=
,2
,5
X
,2
,5
X
,2
,5
X
,2
,5
X
,2
,5
X
13,793,000Y=
13,805,000Y=
13,817,000Y=
,2
,5
X
,2
,5
X
,2
,5
X
,2
,5
X
,2
,5
X
SCALE IN FEET
0 2,000 4,000 6,000
PLAN
L O
C A
T
IO
N P
L A
N A
N D V
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IN
IT
Y M
A P
VICINITY MAP
GALVESTON
HOUSTON
FREEPORT
MATAGORDA
DALLAS
FT.
WORTH
AUSTIN
SAN ANTONIO
CORPUS
CHRISTI
BROWNSVILLE
ARK.
LA.
T E X A S
100 0 100 200
SCALE OF MILES
ARTHUR
PORT
PECOS
R
IV
E R
R I O
G R A N D E
N U
E C
E S
RI
VER
SAN ANTONIO
R.
RIVER
C O
L O
R A
D O
B R
A Z
O S R
IV
E R
T R
IN
IT
Y
R E D R I V E R
SABINE
N E
C H
E S
RIVER
R
IV
E R
R
IV
E R
NEW
MEXICO
OKLAHOMA
MEXICO
Mexico
Gulf of
LOCATION
PROJECT
C-101
Galveston District
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W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
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' 1
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' 2
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22'
22'
0+00=145+60
+0
140+
10+00
30+00
20+00
+0
110+00
24'
100+
90+
WITH NEW STRUCTURE
STRUCTURE TO BE REPLACED
EXISTING NORTH DROP-OUTLET
STRUCTURE TO BE REHABILITATED
EXISTING MIDDLE DROP-OUTLET
WITH NEW STRUCTURE
STRUCTURE TO BE REPLACED
EXISTING SOUTH DROP-OUTLETNO. 14
PLACEMENT AREA
H O
U S
T O
N S
H
IP
C
H A
N N
E L
SCALE IN FEET
0 300 600 900
PLAN
,2
,5
X
,2
,4
X
,2
,3
X
,2
,3
X
,2
,4
X
,2
,5
X
E X
IS
T
IN
G C
O N
D
IT
IO
N S
13,792,900Y=
13,795,000Y=
13,797,100Y=
13,792,900Y=
13,795,000Y=
13,797,100Y=
,2
,2
X
,2
,2
X
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y m e c e z rh
:5
:5
A
M D a te
T im e
W c a d d p ro je c ts H
S C -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-102
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
BORROW AREA LIMITS
C .S . 1
.1
C .S . 1
.7
C .S . 1
.8
C .S . 1
.4
C .S . 1
.1
C .S . 1
.3
C .S . 1
.1
C .S . 1
.9
C .S . 1
.9
C .S . 1
.8
C .S . 1
.2
C .S . 139+96.00
C .S . 142+
27.78
C .S . 140+
56.65
C.S. 0+00.00
C.S. 144+61.55
C.S. 2+02.22
C.S. 4+02.16
C.S. 111+00.22
C.S. 108+97.73
C.S. 107+01.06
C.S. 104+99.93
C.S. 103+00.65
C.S. 1 01+5
1.02
C.S.
+65.
C.S. 8+03.25
C.S. 10+03.04
C.S . 98
+60 .09
C.S . 96
+6 4.8
C.S. 12+00.36
C.S. 12+54.78
C.S . 94
+65 .14
C.S. 14+05.71
C.S . 92
+63 .66
C.S. 16+04.93
C.S . 90
+66 .05
C.S. 18+06.80
C.S . 88
+65 .80
C.S. 20+05.18
C.S.
86+
96.9
C.S. 22+07.34
C.S. 8 5+53.7
C.S. 24+07.80 C.S. 24+65.53
C.S.
83+
53.3
C.S. 26+06.60
C .S . 8
1+ .6
C.S. 28+12.18
C .S . 7
9+ .3
C.S. 29+55.79
C .S . 7
6+ .4
C.S.
31+
16.2
C .S . 7
4+ .6
C.S . 32
+80 .80
C .S . 7
2+ .1
C.
S.
+8
1.4
C .S .1
C.
S.
+8 1.2
C .S .0
C .S .2
2 C.S . 3
8+ .57
C .S .0
C .S .6
C.
S.
+8
2.4
C .S .3
C .S .6
C.
S.
+8 2.4
9 C.S . 4
2+ .39
C .S .7
C .S .3
C .S .0
C.
S.
+0 6.2
C .S .8
C .S .6
C .S .0
C .S .0
WITH NEW STRUCTURE
STRUCTURE TO BE REPLACED
EXISTING NORTH DROP-OUTLET
STRUCTURE TO BE REHABILITATED
EXISTING MIDDLE DROP-OUTLET
WITH NEW STRUCTURE
STRUCTURE TO BE REPLACED
EXISTING SOUTH DROP-OUTLETNO. 14
PLACEMENT AREA
H O
U S
T O
N S
H
IP
C
H A
N N
E L
N O D
IK
E R
A
IS
E
SCALE IN FEET
0 300 600 900
PLAN
13,792,900Y=
13,795,000Y=
13,797,100Y= 13,797,100Y=
13,795,000Y=
13,792,900Y=
,2
,2
X
,2
,3
X
,2
,4
X
,2
,5
X
,2
,5
X
,2
,4
X
,2
,3
X
,2
,2
X
C O
N S
T R
U C
T
IO
N P
L A
N
NOTES
5. REFER TO SHEET G-002 FOR ALIGNMENT TABLE AND LEGEND.
4. REFER TO C-501 FOR TYPICAL SECTION DETAILS.
STRUCTURE.
3. REFER TO SHEETS R-101 TO R-105 FOR DETAILS ON MIDDLE DROP-OUTLET
NORTH AND SOUTH DROP-OUTLET STRUCTURES.
2. REFER TO SHEETS S-101 TO S-105 AND R-106 TO R-107 FOR DETAILS ON
1. REFER TO SHEETS C-301 TO C-310 FOR CROSS SECTIONS.
TO BE REHABILITATED
OUTLET STRUCTURE
EXISTING MIDDLE DROP-
ON MIDDLE DROP-OUTLET STRUCTURE.
4) REFER TO R-101 TO R-105 FOR DETAILS
TO NEW CENTERLINE IS APPROXIMATE.
3) DISTANCE FROM EXISTING CENTERLINE
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:5
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-301
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L NEW DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
2.5'
5'
7.5'
10'
5'
20'
EL +28.0'
EL +28.0'
20'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
0+00.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
2+02.22
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
4+02.16
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
8+03.25
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
10+03.04
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
12+00.36
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
12+54.78
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
14+05.71
<-- OUTSIDE - INSIDE --->
C
L NEW DIKE
7.5'
S T
A .0
T
O S
T A .7
C
R O
S S S
E C
T
IO
S
TO BE REMOVED
EXISTING SOUTH DROP-
OUTLET STRUCTURE
NEW SOUTH DROP-
STRUCTURE.
DETAILS ON NEW SOUTH DROP-OUTLET
4) REFER TO SHEETS S-101 TO S-105 FOR
TO NEW CENTERLINE IS APPROXIMATE.
3) DISTANCE FROM EXISTING CENTERLINE
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:5
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-302
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L NEW DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
2.5'
-5'
EL +28.0'
20'
EL +28.0'
20'
-2.5'
C
L NEW DIKE
-10'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
16+04.93
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
18+06.80
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
20+05.18
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
22+07.34
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
24+07.80
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
26+06.60
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
28+12.18
<-- OUTSIDE - INSIDE --->
-2.5'
C
L NEW DIKE
2.5'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 150-20-40-60-80-100-120-130
24+65.53
<-- OUTSIDE - INSIDE --->
C
L EXISTING DIKE
C
L NEW DIKE
-5'
S T
A .9
T
O S
T A .1
C
R O
S S S
E C
T
IO
TO NEW CENTERLINE IS APPROXIMATE.
3) DISTANCE FROM EXISTING CENTERLINE
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:5
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-303
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
10'
7.5'
5'
5'
EL +28.0'
20'
EL +28.0'
20'
C
L NEW DIKE
-7.5'
-2.5'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
29+55.79
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
31+16.29
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
32+80.80
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
34+81.46
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
36+81.23
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
38+81.57
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
40+82.44
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
42+81.39
<-- OUTSIDE - INSIDE --->
S T
A .7
T
O S
T A .3
C
R O
S S S
E C
T
IO
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-304
L
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W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
2.5'
2.5'
10'
2.5'
EL +28.0'
20'
EL +28.0'
20'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
43+82.49
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
46+06.25
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
48+62.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
49+95.09
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
51+98.61
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
54+41.86
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
56+41.32
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
57+86.00
<-- OUTSIDE - INSIDE --->
-2.5'
10'
2.5'
S T
A .4
T
O S
T A .0
C
R O
S S S
E C
T
IO
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-305
L
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A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L NEW DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
2.5'
EL +28.0'
20'
EL +28.0'
20'
-2.5'
C
L NEW DIKE
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
58+73.72
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
60+13.65
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
62+15.39
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
64+15.63
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
65+37.02
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
67+37.22
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
68+46.07
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
70+24.18
<-- OUTSIDE - INSIDE --->
-2.5'
5'
C
L NEW DIKE
-2.5'
2.5'
C
L NEW DIKE
-7.5'
5'
S T
A .7
T
O S
T A .1
C
R O
S S S
E C
T
IO
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-306
L
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H O
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A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
5'
2.5'
EL +28.0'
20'
C
L NEW DIKE
-2.5'
C
L NEW DIKE
5'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
72+34.11
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
74+32.62
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
76+31.40
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
79+38.30
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
81+41.64
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
83+53.38
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
85+53.72
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
86+96.90
<-- OUTSIDE - INSIDE --->
5'
C
L NEW DIKE
-5'
S T
A .1
T
O S
T A .9
C
R O
S S S
E C
T
IO
NO RAISE
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-307
L
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H O
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A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L EXISTING DIKE
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
88+65.80
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
90+66.05
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
92+63.66
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
94+65.14
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
96+64.88
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
98+60.09
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
100+65.15
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
101+51.02
<-- OUTSIDE - INSIDE --->
C
L NEW DIKE
-7.5'
EL +28.0'
20'
S T
A .8
T
O S
T A .0
C
R O
S S S
E C
T
IO
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-308
L
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J
H O
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A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
20'
EL +28.0'
-2.5'
-2.5'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
103+00.65
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
104+99.93
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
107+01.06
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
108+97.73
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
111+00.22
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
115+07.94
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
117+08.97
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
119+03.11
<-- OUTSIDE - INSIDE --->
EL +28.0'
-5'
20'
C
L NEW DIKE
C
L NEW DIKE
-5'
2.5'
5'
2.5'
5'
S T
A .6
T
O S
T A .1
C
R O
S S S
E C
T
IO
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-309
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L NEW DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
7.5'
7.5' 10'
20'
EL +28.0'
20'
EL +28.0'
-5'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
121+15.88
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
123+19.20
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
125+25.47
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
127+14.11
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
128+85.38
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
132+54.17
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
134+53.75
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
136+54.88
<-- OUTSIDE - INSIDE --->
-2.5'
-2.5'
-2.5'
5'
S T
A .8
T
O S
T A .8
C
R O
S S S
E C
T
IO
NEW NORTH DROP-
TO BE REMOVED
OUTLET STRUCTURE
EXISTING NORTH DROP-
STRUCTURE.
DETAILS ON NEW NORTH DROP-OUTLET
4) REFER TO SHEETS S-101 TO S-105 FOR
TO NEW CENTERLINE IS APPROXIMATE.
3) DISTANCE FROM EXISTING CENTERLINE
2) VERTICAL DATUM IN US FEET, NAVD88.
1) DISTANCES ARE IN US FEET.
NOTES:
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts h s c -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-310
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
C
L EXISTING DIKE
C
L NEW DIKE
C
L NEW DIKE
C
L EXISTING DIKE
C
L NEW DIKE
C
L EXISTING DIKE
2.5'
20'
EL +28.0'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
139+96.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
140+56.65
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
142+27.78
<-- OUTSIDE - INSIDE --->
-2.5'
2.5'
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
144+61.55
<-- OUTSIDE - INSIDE --->
C
L EXISTING DIKE
C
L NEW DIKE
-5'
S T
A .0
T
O S
T A .5
C
R O
S S S
E C
T
IO
CROWN OF RAISED DIKE
BE REINSTALLED TO MATCH
EXISTING WALKWAY TO
NEW WALKWAY HEIGHT
BE ADJUSTED TO MATCH
EXISTING COLUMNS TO
OUTLET STRUCTURE
EXISTING MIDDLE DROP-
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -5
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts H
S C -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-501
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
EXISTING GROUND
DIKE FILL
SEMI-COMPACTED
C
L NEW DIKE
C
L EXISTING DIKE
5'
C
L EXISTING DIKE
C
L NEW DIKE
20'
EL +28.0'
VARIES
EL +26.0'
EL +40.0'
MIDDLE DROP-OUTLET STRUCTURE
PERIMETER DIKE TYPICAL SECTION
EXISTING GROUND
DIKE FILL
SEMI-COMPACTED
2.0% GRADE
STA 0+00 TO 85+54
STA 98+60 TO 145+06
STA 12+00
N.T.S.
N.T.S.
EL +28.0'
T Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
LIMITS OF STRIPPING AND TURFING
LIMITS OF STRIPPING AND TURFING
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -9
B y m e c e z rh
:5
:0
A
M D a te
T im e
W c a d d p ro je c ts H
S C -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g n
C-901
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
D R
O P -O
U T
L E
T S
T R
U C
T U
R E S
IT
E P
H O
T O
S E
X
IS
T
IN
G N
O R
T H A
N D S
O U
T H
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -9
B y m e c e z rh
:5
:1
A
M D a te
T im e
W c a d d p ro je c ts H
S C -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g n
C-902
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
O U
T L E
T S
T R
U C
T U
R E S
IT
E P
H O
T O
S E
X
IS
T
IN
G M
ID
D
L E D
R O
P
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
B -1
B y m e c e z rh
:5
:2
A
M D a te
T im e
W c a d d p ro je c ts H
S C -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g n
B-101
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
BORROW AREA LIMITS
0+00=145+60
+0
140+
10+00
30+00
20+00
+0
110+00
100+
90+
08-35
08-36
08-37
08-38
08-3908-40
08-41
08-42
08-43
08-44
08-45
08-46
08-47
08-48
08-49
08-50
08-51
08-52
08-53
08-54
08-55
08-56 08-57
08-58
08-59
08-60
08-61
08-62
08-63
08-64
08-65
08-66
08-67
08-68 08-69
08-70
NO. 14
PLACEMENT AREA
H O
U S
T O
N S
H
IP
C
H A
N N
E L
SCALE IN FEET
0 300 600 900
PLAN
,2
,6
X
,2
,5
X
,2
,4
X
,2
,3
X
,2
,3
X
,2
,4
X
,2
,5
X
,2
,2
X
,2
,2
X
13,797,100Y=
13,795,000Y=
13,792,900Y=13,792,900Y=
13,795,000Y=
13,797,100Y=
B O
R
IN
G L
A Y
O U
T P
L A
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
B -3
B y m e c e z rh
:5
:3
A
M D a te
T im e
W c a d d p ro je c ts H
S C -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
B-301
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
POORLY GRADED SAND
red, w/ sand seams gray & tan soft to stiff, gray, red & tan, w/
& ferrous nodules medium dense, tan tan, w/ sand seams loose, tan tan & gray
POORLY GRADED SAND
"FILL", loose, tan & gray, w/ clay tan & gray sand seams loose, tan & gray, w/ clay layer & soft to stiff, tan & gray soft, gray clay layer dense, tan & red, w/ clay pockets medium dense, tan, w/ clay to loose, dark gray, tan & red, w/
POORLY GRADED SAND
loose, tan & gray, w/ shell & clay nodules, silt & sand seams orange, red & light gray, stiff to hard, gray, orange, tan & calcareous nodules tan, w/ sand seams to loose, tan & red, w/ clay seams
POORLY GRADED SAND
orange, red & gray
POORLY GRADED SAND
"FILL", tan, w/ clay seams gray & tan to stiff, red, gray & tan stiff, gray & tan, w/ sand seams, POORLY GRADED SAND gray & red red & tan w/ ferrous nodules
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
08-36 08-37 08-39 08-40
08-44 08-46 08-47 08-48
08-35
E L E
V A
T
IO
N S I
N F
E E
T
M .L .T
E L E
V A
T
IO
N S I
N F
E E
T
M .L .T
E L E
V A
T
IO
N S I
N F
E E
T
M .L .T
E L E
V A
T
IO
N S I
N F
E E
T
M .L .T
08-42
2.00
1.25
1.50
2.00
0.50
0.75
0.25
0.25
0.25
1.25
1.50
3.00
1.50
3.50
1.75
2.50
3.25
2.50
2.25
"FILL", firm to stiff, gray, red & tan
"FILL", tan &CLAYEY SAND gray
"FILL", firmSANDY LEAN CLAY to stiff, tan, gray & light gray
"FILL", soft to firm,LEAN CLAY
(SP),POORLY GRADED SAND
loose to medium dense, tan & gray, w/ shell
(CL), soft,SANDY LEAN CLAY
(CL), very stiff, LEAN CLAY gray, w/ sand seams & pockets
(CL), verySANDY LEAN CLAY shell, sand & silt seams
(CL), stiff to very LEAN CLAY stiff, red, tan & gray, w/ silt seams
(CH), stiff to very stiff,FAT CLAY gray & red, slickensided
(SC), tan, gray &CLAYEY SAND orange, w/ silt seams
(SP),POORLY GRADED SAND
(CL), firm, tan & LEAN CLAY gray, w/ silt seams
P.P./SPT MC-UDW,LL-PL
0.75
1.25
1.00
1.00
0.75
(CH), firm, gray, red &FAT CLAY tan, w/ roots & sand pockets
(CL), firm, gray &LEAN CLAY
(SP),POORLY GRADED SAND
P.P./SPT MC-UDW,LL-PL 1.00
2.50
1.25
0.50
"FILL", firm,SANDY LEAN CLAY seams
"FILL", firm,SANDY LEAN CLAY
"FILL", firm to stiff,LEAN CLAY red, tan, gray & dark gray, w/
(SP),POORLY GRADED SAND
pockets
(SC), loose, darkCLAYEY SAND gray, w/ clay pockets
(CL), verySANDY LEAN CLAY soft to soft, dark gray, gray & tan, w/ sand pockets & shell
(SC), loose, tanCLAYEY SAND
& gray, w/ clay pockets & shell
P.P./SPT MC-UDW,LL-PL
2.00
0.75
0.25
1.50
(CL), verySANDY LEAN CLAY
(SP),POORLY GRADED SAND
gray
(CL), verySANDY LEAN CLAY
(CH), stiff, grayFAT CLAY
(SP),POORLY GRADED SAND
very loose, tan & gray, w/ sandy
P.P./SPT MC-UDW,LL-PL 2.75
2.50
2.00
1.75
1.25
1.50
1.25
0.75
0.50
3.00
2.50
(CL), stiff, gray, tanLEAN CLAY
& red, w/ ferrous nodules, sand pockets & shells
(CL), stiff,SANDY LEAN CLAY gray & tan, w/ sand pockets, seams & layers
(CL), firm to stiff,LEAN CLAY light gray, tan & red, w/ sand pockets, seams & layers
(CL), firm,SANDY LEAN CLAY gray & tan, w/ sand pockets & seams
(SC), loose, tan,CLAYEY SAND w/ clay pockets
(SP),POORLY GRADED SAND
loose, gray, w/ clay pockets
(CL), verySANDY LEAN CLAY stiff, gray, w/ sand pockets
(CL), soft, dark grayLEAN CLAY
(CL), darkSANDY LEAN CLAY gray, w/ sand pockets & shell
(CL-ML), very soft,SILTY CLAY tan & gray, w/ silt pockets & shell
(SM), mediumSILTY SAND
(CH), stiff to very stiff,FAT CLAY red, w/ ferrous & calcareous nodules, sand layer & pockets
(SM), loose toSILTY SAND medium dense, red & tan, w/ clay pockets & shell
P.P./SPT MC-UDW,LL-PL
0.50
0.25
0.25
0.50
3.75
(SC), tan, w/ clayCLAYEY SAND pockets
(SP),POORLY GRADED SAND
pockets
(SC), very looseCLAYEY SAND shell, clay pockets & seams
(SP),POORLY GRADED SAND
very loose, dark gray & gray, w/ clay pockets & shell
(CH), soft, dark gray,FAT CLAY w/ sand seams
(CL), verySANDY LEAN CLAY soft to soft, gray, w/ shell
(CH), very stiff, gray &FAT CLAY tan, w/ ferrous nodules
P.P./SPT MC-UDW,LL-PL
1.00
1.25
1.25
0.25
0.25
0.25
0.25
4.50
1.50
3.00
3.00
2.50
2.50
3.00
3.00
4.00
3.75
4.00
3.50
4.50
"FILL", medium dense, tan & gray, w/ clay seams
(SP),POORLY GRADED SAND
very loose to loose, tan
(CL), firm, gray, w/LEAN CLAY shell
(SP),POORLY GRADED SAND
seams
(CH), firm, red, w/FAT CLAY sand pockets
(CL), soft, redLEAN CLAY
(SP),POORLY GRADED SAND
loose, gray
(CL), soft, grayLEAN CLAY
(CL), soft,SANDY LEAN CLAY gray, w/ shell
(CH), stiff to veryFAT CLAY stiff-hard, red, gray, tan & orange, slickensided w/ shell, ferrous
(CL), verySANDY LEAN CLAY stiff, orange & gray, w/ ferrous nodules & silt seams
(CH), stiff to very stiff,FAT CLAY slickensided w/ silt pockets
(CL), verySANDY LEAN CLAY light gray, w/ ferrous &
P.P./SPT MC-UDW,LL-PL
2.50
2.00
1.50
1.75
1.50
0.75
0.75
1.25
1.75
1.25
1.50
0.50
3.50
3.25
2.50
3.50
"FILL", stiff, gray &LEAN CLAY
"FILL", very looseSILTY SAND
"FILL", very stiff,LEAN CLAY gray
"FILL", gray
"FILL", red, w/ sandLEAN CLAY pockets
"FILL", firm to stiff,FAT CLAY red, w/ sand pockets
(CL), soft,SANDY LEAN CLAY gray
(CL), very stiff, grayLEAN CLAY
& tan, w/ ferrous nodules & sand pockets
(CH), stiff to very stiff,FAT CLAY red, gray & tan, slickensided w/ sand pockets & ferrous nodules
P.P./SPT MC-UDW,LL-PL
1.50
1.50
1.50
1.25
1.75
2.25
2.00
0.75
1.50
1.00
2.00
3.75
3.50
2.50
3.25
"FILL", stiff, tan &LEAN CLAY orange, w/ sand seams
"FILL", stiff,SANDY LEAN CLAY
"FILL", loose, tanSILTY CLAY
"FILL", loose, tan &SANDY SILT gray, w/ clay seams
(CL), firm, tan &LEAN CLAY gray
(CL), stiff,SANDY LEAN CLAY
(CL), firmLEAN CLAY w/ SAND
(CL), firm toSANDY LEAN CLAY stiff, red, gray & tan
(CL), firm, redLEAN CLAY
(CL), verySANDY LEAN CLAY stiff, gray
(CL), stiff to veryLEAN CLAY shells & ferrous nodules
(CH), stiff to very stiff,FAT CLAY gray, tan, red & orange, w/ ferrous & calcareous nodules
P.P./SPT MC-UDW,LL-PL
0.75
0.75
1.00
1.00
0.75
1.25
1.25
0.50
0.50
0.50
1.25
0.75
0.75
0.25
0.25
0.25
0.25
2.75
2.00
1.00
1.25
0.75
2.50
3.75
2.75
"FILL", firm, gray,LEAN CLAY tan & red, w/ sand seams
"FILL", firm,SANDY LEAN CLAY gray
"FILL", very loose, gray
"FILL", firm,SANDY LEAN CLAY
(CL), firm, red & tan,LEAN CLAY w/ sand pockets
(CL), soft,SANDY LEAN CLAY
(CL), veryLEAN CLAY w/ SAND soft to firm, red & gray
(CL), verySANDY LEAN CLAY soft, gray, w/ shell
(CL), stiff, gray, w/LEAN CLAY sand seams & ferrous nodules
(CH), stiff, gray & tan,FAT CLAY
(CL), stiff, gray & tan,LEAN CLAY w/ ferrous nodules & sand seams
(CH), firm to stiff, redFAT CLAY
& gray, slickensided
(SP),POORLY GRADED SAND
medium dense to very dense, gray
P.P./SPT MC-UDW,LL-PL
1. REFER TO BORING LEGEND AND NOTES ON B-304.
NOTES:
B O
R
IN
G L
O G
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
B -3
B y m e c e z rh
:5
:3
A
M D a te
T im e
W c a d d p ro je c ts H
S C -5
P
A
D ik e R a is e
P la n s -S
C H
S C -4
-5
C O
N T
R A
C T -P
L A
N S T x S c .d g
B-302
L
IE
J
H O
N Z
A P .E
W912HY19B0032
SOLICITATION NO.:
SWG FILE NO. 401-572
R .I .T
B .B .C
J U
L Y
D .B .B
D A
V
ID
B
B O
O T
H B
Y P .E
P L
A C
E M
E N
T A
R E
A
D
IK
E R
A
IS
E H
O U
S T
O N S
H
IP
C
H A
N N
E L T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h S e c ti o n
R e s p o n s ib le D e s ig n E n g in e e r
R I.
T
H A
R M
E N
D
IR
A P .E
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F very loosse, gray, w/ clay pockets sand & silt seams firm, gray, w/ shell & sand layer stiff, gray & tan loose, tan red, w/ sand seams red & tan w/ ferrous nodules & silt pockets loose, tan, w/ clay layer stiff, red calcareous nodules calcareous nodules dense, tan loose, tan, w/ clay layer tan, w/ sand seams & shell tan & gray loose, tan & gray gray, orange & tan red & gray, w/ calcareous loose, tan medium dense, gray gray, tan, orange & light gray, w/ w/ silt seams & calcareous gray & tan tan, w/ clay seams & shell slickensided w/ ferrous nodules & silt seams sandstone soft to soft, tan & gray, w/ shell silt & sand seams gray & tan soft, gray
E L E
V A
T
IO
N S I
N F
E E
T
M .L .T
E L E
V A
T
IO
N S I
N F
E E
T
M .L .T
E L E
V A
T
IO
N S I
N F
E E
T
M .L .T
E L E
V A
T
IO
N S I
N F
E E
T
M .L .T
08-49 08-50 08-51 08-52 08-53
08-54 08-55 08-56 08-57 08-58
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-10
-20
-30
-40
-50
-60-60
-60 -60
1.75
0.75
1.25
1.75
1.50
0.75
1.25
1.50
2.25
1.25
1.50
0.75
0.75
0.75
0.75
0.50
2.50
2.50
"FILL", firm to stiff,LEAN CLAY brown, gray, tan & orange, w/ sand seams & calcareous nodules
"FILL", firmSANDY LEAN CLAY to stiff, gray & tan, w/ shell
(SP),POORLY GRADED SAND
(CH), firm to stiff, red,FAT CLAY w/ sand pockets
(CL), firm, red, w/LEAN CLAY
(CL), soft toSANDY LEAN CLAY
(CH), firm, gray & tanFAT CLAY
(CL), stiff,LEAN CLAY w/ SAND gray
(SC), tan & gray,CLAYEY SAND w/ shell
(CL), stiff, gray & tanLEAN CLAY
P.P./SPT MC-UDW,LL-PL
1.00
0.50
1.50
2.00
1.25
0.25
0.25
0.75
0.75
0.75
0.75
0.25
1.25
1.25
2.50
1.25
2.00
2.50
3.00
2.00
3.00
2.75
2.50
2.00
"FILL", very loose,SILTY SAND tan
"FILL", soft to stiff,LEAN CLAY red, tan & gray, w/ sand seams & pockets
"FILL", verySANDY LEAN CLAY
(SP),POORLY GRADED SAND
very loose, gray & tan, w/ clay seams
(CL), firmLEAN CLAY w/ SAND to very stiff, red, tan & gray
(CH), firm, red & gray,FAT CLAY w/ sand pockets
(CL), firm, red &LEAN CLAY gray, w/ sand pockets
(CL), firm toSANDY LEAN CLAY very stiff, gray & red
(CL), firm, red &LEAN CLAY gray, w/ sand pockets
(CL), firm toSANDY LEAN CLAY stiff, gray & tan, w/ ferrous nodules
(CL), stiff, orange &LEAN CLAY tan
(SP),POORLY GRADED SAND
orange & tan, w/ shell
(CH), stiff, red,FAT CLAY slickensided w/ silt lenses
(CL), very stiff, red,LEAN CLAY w/ ferrous nodules & silt seams
(CH), stiff to very stiff,FAT CLAY red & gray, slickensided w/ ferrous nodules, silt & sand pockets
(SP),POORLY GRADED SAND
medium dense, tan, w/ clay layer
(CH), firm, gray & red,FAT CLAY w/ silt & sand seams
P.P./SPT MC-UDW,LL-PL
1.50
2.00
2.75
1.75
1.50
3.50
2.75
4.50
4.00
1.75
2.50
1.50
1.25
0.75
1.25
0.75
1.50
1.25
2.25
1.25
0.50
0.25
3.00
2.00
"FILL",POORLY GRADED SAND
"FILL", very stiff, tanLEAN CLAY
"FILL",POORLY GRADED SAND
very loose, tan
"FILL", stiff, gray &FAT CLAY
"FILL", firm,SANDY LEAN CLAY gray, tan & red
"FILL", firm to stiff,LEAN CLAY
(SP),POORLY GRADED SAND
loose, tan & gray, w/ clay seams
& shell
(CH), firm to stiff, red,FAT CLAY w/ sand pockets
(CL), verySANDY LEAN CLAY soft to soft, gray & tan, w/ ferrous nodules & silt seams
(CH), stiff, gray & tan,FAT CLAY
P.P./SPT MC-UDW,LL-PL
2.25
0.75
0.25
0.25
0.50
2.25
0.75
1.50
1.25
0.25
0.25
"FILL", firm to stiff, red,FAT CLAY slickensided
"FILL",POORLY GRADED SAND
(CL), very soft to stiff,LEAN CLAY gray, w/ sand seams & shell
(SP),POORLY GRADED SAND
loose to stiff, gray & tan, w/ clay layers
(CL), veryLEAN CLAY w/ SAND
(CH), firm to stiff, red,FAT CLAY w/ sand pockets
(CL), verySANDY LEAN CLAY soft, gray, w/ shell
(CL), stiff, gray & tan,LEAN CLAY w/ sand seams, ferrous &
(CH), stiff, gray &FAT CLAY orange, slickensided
(CL), stiff, red &LEAN CLAY orange, silt seams & ferrous nodules
(CH), stiff to veryFAT CLAY stiff-hard, red & gray, slickensided w/ , gray & tan, w/ sand seams, ferrous &
(SM), mediumSILTY SAND
P.P./SPT MC-UDW,LL-PL
1.50
0.25
0.25
0.25
0.25
1.25
3.50
"FILL", redFAT CLAY
"FILL",POORLY GRADED SAND
"FILL", firm, red &LEAN CLAY
"FILL",POORLY GRADED SAND
"FILL", tan & grayLEAN CLAY
"FILL",POORLY GRADED SAND
"FILL", stiff,SANDY…
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