W912HY19B0009-Plans-SIGNED.PDF
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- USACE Corpus Christi Ship Channel (CCSC), TX, Placement Area 10, Placement Area Improvements
- Solicitation number
- W912HY19B0009
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Other files
| File | Type | Posted |
|---|---|---|
| FINAL_ABSTRACT.pdf | ||
| Amend-0003_W912HY19B0009.pdf | ||
| Amendment_0002.pdf | ||
| Amendment_0001.pdf | ||
| W912HY19B0009-Specs-SIGNED.PDF |
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TOTAL
ARMY
QUALITY
Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:NUECES 803-354
CONTAINMENT DIKE RAISE
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY19B0009
CORPUS CHRISTI SHIP CHANNEL, TEXAS
PLACEMENT AREA NO. 10
June 2019 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 BRANCH
WILLIE J. HONZA, P.E.
of Engineers U.S. Army Corps
Galveston District
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A p p ro v a l R e c o m m e n d e d
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C h e c k e d b y
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W912HY19B0009
SOLICITATION NO.:
NUECES 803-354SWG FILE NO.
G-102
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N D A
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IG
N M
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E R
A L N
O T
E S L E
G E
N D
IN
D
E X O
F D
R A
W
IN
G S
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
GENERAL NOTES
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 ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
OF 1988 (NAVD88) USING GEOID12B.
1. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM
5'
5'
5'
5'
5'
5' 5'
5'
5'
5'
5'
5'
5'
5'
5'
10'
10'
10'
10'
10'
10'
10'
10'
10'
15'
15'
15'
15'
15'
15'
15'
20'
20'
20'
20'
20'
20'
20'
20'
25'
25'
25' 25'
25'
25'
25'
25'
30'
30' 30'
30'
30' 30'
30'
30'
PLACEMENT AREA NO. 1
PLACEMENT AREA NO. 1
MOUND
+0
+0
+0
+0
+0
ETAMIXORPPA
AERA EKID DESIMORPMOC
S T
A /-S T
A
FROM PREVIOUS CONTRACT
DEWATERING PERIMETER DITCHES
CONTRACT
FROM PREVIOUS
LATERAL DITCHES
DEWATERING
P L
A C
E M
E N
T A
R E
A N
O
P L
A N
SCALE IN FEET
0 300 600 900
PLAN
17,184,000Y=
17,186,000Y=
17,188,000Y= 17,188,000Y=
17,186,000Y=
17,184,000Y=
,3
,0
X = 1 ,4
,0
X
,4
,0
X
,4
,0
X
,4
,0
X
,4
,0
X
,4
,0
X
,4
,0
X =1 ,4
,0
X
,3
,0
X
LA QUINTA CHANNEL
CORPUS CHRISTI SHIP
CHANNEL
NUECES BAY
G U
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O A S
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EXISTING RAMP
of Engineers U.S. Army Corps
Galveston District
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A p p ro v a l R e c o m m e n d e d
S c a le
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SOLICITATION NO.:
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A p p ro v a l R e c o m m e n d e d
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3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
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R e s id e n t E n g in e e r, C
C R
O
EL. +40'
EL. +38'
EL. +45'
EL. +17'
FL. +10'
NEW DROP OUTLET STRUCTURE
15'
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
2+00
4+00
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0+00 = 100+56.40
NEW CONTAINMENT DIKE
NEW ACCESS DIKE
TWO NEW 48" DISCHARGE PIPES
NEW CONTAINMENT DIKE
NEW INSIDE BERM
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
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A p p ro v a l R e c o m m e n d e d
S c a le
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C h e c k e d b y
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SOLICITATION NO.:
C-302
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3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
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C h ie f, E n g in e e ri n g B ra n c h
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-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
6+00
8+00
10+00
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NEW INSIDE BERM
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
DEPTH TO ALLOW PROPER DRAINAGE OF BORROW DITCH TOWARDS OUTLET.
WILL BE REMOVING PORTIONS OF THE EXISTING DIKE. EXCAVATION SHOULD BE TO A
IN THE AREA BETWEEN APPROX. STA. 9+00 TO 11+50, BORROW DITCH EXCAVATION
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A p p ro v a l R e c o m m e n d e d
S c a le
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C h e c k e d b y
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SOLICITATION NO.:
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3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
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M
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R e s id e n t E n g in e e r, C
C R
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-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
12+00
14+00
16+00
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ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
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Galveston District
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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
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-304
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
18+00
20+00
22+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-305
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
24+00
26+00
28+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-306
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
30+00
32+00
34+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-307
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
36+00
38+00
40+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-308
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
42+00
44+00
46+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
CONDITION, FILL ACROSS OPENING.
IF BERM PLACEMENT CAUSES A DITCH
EXCAVATION TO ALLOW DRAINAIGE
EXISTING DITCH, CONTINUE
IF BORROW DITCH IS CLOSE TO AN
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-309
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
48+00
50+00
52+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-310
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
54+00
56+00
58+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-311
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
63+15.15
<-- OUTSIDE - INSIDE --->
60+00
62+00
S T
A T
O S
T A .1
P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-312
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
DIKE.
WITH DIKE, THEN OUTSIDE BERM IS 1:4 TO MATCH
UNTIL OUTSIDE BERM MOVES INTO PARALLEL
OUTSIDE SLOPE IS 1% UP TO EXISTING GROUND
DIKE.
WITH DIKE, THEN OUTSIDE BERM IS 1:4 TO MATCH
UNTIL OUTSIDE BERM MOVES INTO PARALLEL
OUTSIDE SLOPE IS 1% UP TO EXISTING GROUND
DIKE.
WITH DIKE, THEN OUTSIDE BERM IS 1:4 TO MATCH
UNTIL OUTSIDE BERM MOVES INTO PARALLEL
OUTSIDE SLOPE IS 1% UP TO EXISTING GROUND
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
64+15.15
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
65+20.83
<-- OUTSIDE - INSIDE --->
64+00
S T
A T
O S
T A .8
P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
EL. +36'
1%
30' BERM
M A
X
NEW CONTAINMENT DIKE
NEW INSIDE BERM
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
TRANSITION
3 TO 4
NOTE: OUTSIDE SLOPE
TRANSITIONS FROM 1:3 TO 1:4
BETWEEN STA. 63+15.50 TO
STA. 64+15.50
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-313
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
66+00
68+00
70+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-314
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
72+00
74+00
76+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-315
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
78+00
80+00
82+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-316
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
84+00
86+00
88+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-317
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
90+00
92+00
94+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
DIKE, THEN IS 1% UP TO EXISTING GROUND.
UNTIL BERM MOVES AWAY FROM PARALLEL TO
OUTSIDE SLOPE TO BERM IS 1:4 TO MATCH DIKE
NEW CONTAINMENT DIKE
NEW INSIDE BERM
ALLOWABLE BORROW DITCH
EL. +40'
15'
EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-318
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
DIKE, THEN IS 1% UP TO EXISTING GROUND.
UNTIL BERM MOVES AWAY FROM PARALLEL TO
OUTSIDE SLOPE TO BERM IS 1:4 TO MATCH DIKE
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
95+53.70
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
95+00
96+00
S T
A T
O S
T A
P L
A C
E M
E N
T A
R E
A N
O
C R
O S
S S
E C
T
IO
DIKE, THEN IS 1% UP TO EXISTING GROUND.
UNTIL BERM MOVES AWAY FROM PARALLEL TO
OUTSIDE SLOPE TO BERM IS 1:4 TO MATCH DIKE
NEW CONTAINMENT DIKE
NEW INSIDE BERM
ALLOWABLE BORROW DITCH
EL. +40'
15'
EL. +36'
1%
30' BERM
M A
X
TRANSITION
4 TO 3
NOTE: OUTSIDE SLOPE
TRANSITIONS FROM 1:4 TO 1:3
BETWEEN STA. 95+53.70 TO
STA. 96+53.70
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-319
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
96+45.24
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
96+53.70
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
96+82.63
<-- OUTSIDE - INSIDE --->
S T
A .2
T
O S
T A .6
P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
TRANSITION
4 TO 3
NOTE: OUTSIDE SLOPE
TRANSITIONS FROM 1:4 TO 1:3
BETWEEN STA. 95+53.70 TO
STA. 96+53.70
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
N Z
A P .E
W912HY19B0009
SOLICITATION NO.:
C-320
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
R P
U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
NEW TRAINING DIKE (SKEW)
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
-10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340-20-40-60-80-100-120-140-160-180-200-220-240
<-- OUTSIDE - INSIDE --->
98+00
100+00
S T
A T
O S
T A .4
P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
100+56.40 = 0+00
NEW ACCESS DIKE
STRUCTURE
FOR NEW DROP OUTLET
SEE CROSS SECTION AT STA. 0+00
NEW CONTAINMENT DIKE
NEW INSIDE BERM
ALLOWABLE BORROW DITCH
EL. +40'
15'
3EL. +36'
1%
30' BERM
M A
X
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
O D
X M
A N
:2
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
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A R
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N D
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H E D
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H O
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A P .E
W912HY19B0009
SOLICITATION NO.:
C-321
N
T A
IN
M E
N T D
IK
E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
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U S C
H R
IS
T I S
H
IP
C
H A
N N
E L T
E X
A S
M A
N
S H
X
A N
S
3. SURVEY DATE: 2015-01-28, UNLESS NOTED OTHERWISE.
2. SEE TYPICAL SECTIONS FOR ALL DIEMNSIONS.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.NOTES:
J U
N E
C h ie f, E n g in e e ri n g B ra n c h
A N
D R
E W N S
M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
MINIMUM EXCAVATION, SLOPE TO DRAIN
1%
END TRAINING DIKE CONSTRUCTION STA. 7+25-A,
END-SLOPE 1:3 DOWN TO EXISTING GROUND.
MAXIMUM EXCAVATION
REMAINING EXISTING DIKE TO BE EXCAVATED
BETWEEN STA. 7+25 TO 11+57.62-A. SLOPE
ECAVATION FOR DRAINAGE. EXCAVATED
MATERIAL MAY ALSO BE USED FOR BORROW
MATERIAL.
NEW CONTAINMENT DIKE NEW INSIDE BERM
1%
EL. +18'
EL. +18'
-10 0 20 40 60 80-20-40-60-80-100
-10 0 20 40 60 80-20-40-60-80-100
-10 0 20 40 60 80-20-40-60-80-100
-10 0 20 40 60 80-20-40-60-80-100
-10 0 20 40 60 80-20-40-60-80-100
-10 0 20 40 60 80-20-40-60-80-100
-10 0 20 40 60 80-20-40-60-80-100
0+07.50-A
2+00-A 8+00-A
6+00-A
4+00-A 10+00-A
11+59.99-A
S T
A .5
-A T
O S
T A .9
-A
T R
A
IN
IN
G D
IK
E P
L A
C E
M E
N T A
R E
A N
O
C R
O S
S S
E C
T
IO
1%
END EXCAVATION SO AS TO NOT
INTERFERE WITH NEW DIKE
CONSTRUCTION.
DIKE INSIDE BERM
NEW CONTAINMENT
DIKE INSIDE BERM
NEW CONTAINMENT
15'
EL. +37'
NEW TRAINING DIKE NEW TRAINING DIKE
15'
EL. +37'
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
E L E
V A
T
IO
N S I
N U .S F
E E
T
N A
V D
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
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
T y p ic a ls
B y
M
O D
X M
A N
:2
:3
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
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A P .E
W912HY19B0009
SOLICITATION NO.:
C-501
N
T A
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N T D
IK
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A
IS
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C E
M E
N T A
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A N
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A N
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J U
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C h ie f, E n g in e e ri n g B ra n c h
A N
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M
IT
H P .E
R e s id e n t E n g in e e r, C
C R
O
SATISFACTORY
BACKFILL
EXCAVATION
BLANKET STONE
RIPRAP
CL
0 20 40 60 80 100 120 140 160 180 200 220-20-40-60-80-100-120-140-160-180-200-220-240-260-280
<-- OUTSIDE - INSIDE --->
3 1
CL
COHESIVE MATERIAL
BACKFILL
TURF LIMITS
STRIPPING AND FOUNDATION PREPARATION
0-20-40-60-80-100-120-140-160-180 0 20 40 60 80 100 120 140 160
EL. 0.0'W.S.
CL
<-- OUTSIDE - INSIDE --->
EXCAVATION
STRIPPING AND FOUNDATION PREPARATION
TURF LIMITS
EXISTING GROUND
EL. 40'
EL. 35'
EL. 35'
EL. 40'
-10
-20
-10
-20
0-20-40-60-80-100 0 20 40 60 80 100 120 140 160
EXISTING
GROUND
80 80
-10
-20 -100-120-140 -90-110-130
-10
-20
1%1
LEGEND
NOTES:
1. RIPRAP TOE EROSION PROTECTION SHALL BE STA. 65+00 TO STA.
99+00
2. PERIMETER CONTAINMET DIKE RAISE SHALL BE AS SHOWN ON THE
CROSS SECTIONS.
3. TBD
EL. 37'
STRIPPING AND FOUNDATION PREPARATION
EXISTING EFFLUENT DITCH
APPROXIMATE LOCATION
STA. 99+25 TO STA. 103+16.87=0+00
TO STA. 3+50
TYPICAL TRAINING DIKE - STA. 7+50-A TO 7+25-A
-120-140
T Y
P
IC
A L S
E C
T
IO
N S
D
IK
E
15' 30'
30' BERM
15'
15'
GEOTEXTILES
STRIPPING
INSET - TYPICAL #2 EROSION PROTECTION DETAILS
-150-160-170-180-190-200-210
-200-220-240
-300-320-340
WITH TYPICAL EROSION PROTECTION
TYPICAL #2 PERIMETER DIKE STA. 64+15.50 TO 95+53.70
TYPICAL #1 DIKE STA. 0+00 TO STA. 63+15.50 AND 95+63.70 TO STA. 100+56.40=0+00
50' MIN. BERM
M A
X
BORROW AREA
ALLOWABLE
BORROW AREA
ALLOWABLE
M A
X
50' MIN. BERM
1%
30'
30'
50' MIN. BERM
M A
X .1
30'
BORROW AREA
ALLOWABLE
UNCOMPACTED SEMI-COMPACTED
EL. -2'
EL. +3'
EL. +7'
EL. +15' 1
15' GEOTEXTILE
7.5'
9'
32'
DISTANCE VARIES, SEE EROSION
PROTECTION ALIGNMENT TABLE ON G-102
THIS BASELINE
LENGTH BASED ALONG
EROSION PROTECTION
1% WHERE DIKE TURNS AWAY
DIKE SLOPE 1:4, TRANSITIONS TO
EXCAVATION
EXISTING
GROUND
GEOTEXTILE
COHESIVE
BACKFILL
SEMI-COMPACTED
BLANKET STONE
RIPRAP
BACKFILL WITH SATISFACTORY
SEMI-COMPACTED MATERIAL. USE
GRANULAR MATERIAL BELOW
WATER SURFACE ELEVATION. FOR BORROW.
TOWARDS NEW DROP OUTLET STRUCTURE. MATERIAL MAY BE USED
ELEVATION, MAXIMUM EXCAVATION TO EL. +18', SLOPE TO DRAIN
DIKE, EXCAVATE EXISTING DIKE DOWN TO EXISTING GROUND
BETWEEN STA. 7+50 AND INTERSECTION WITH NORTH CONTAINMENT
SEE INSET FOR EROSION
PROTECTION DETAILS
NEW CONTAINMENT DIKE
SEMI-COMPACTED
NEW INTERIOR BERM
UNCOMPACTED
EXISTING
GROUND
SEMI-COMPACTED
CONTAINMENT
DIKE RAISE
UNCOMPACTED
NEW INTERIOR BERM
EXISTING
GROUND
TRAINING
DIKE RAISE
UNCOMPACTED
EXISTING GROUND
THIS BASELINE
LENGTH BASED ALONG
EROSION PROTECTION
N.T.S
A
B
20'-0"
STRIPPING & TURFING LIMITS
30'-0"
20'-0"
A
B
10'-0"
NEW DROP-OUTLET STRUCTURE AT STA. 0+00
EXISTING
GROUND
P.V.C. SHEET PILES
N.T.S
NEW WALKWAY
ACCESS DIKE PLAN
N.T.S
ACCESS DIKE TYPICAL SECTION
STRIPPING & TURFING LIMITS
NEW WALKWAY
10'-0"
NEW DROP-OUTLET
STRUCTURE
N.T.S
EL. 43'
EL.15'
EL. 38'
EL. 38'
STRUCTURE
NEW DROP-OUTLET
S-101
S-101
EL. 40'
FLOW
EL. VARIES, 40' TO 38'
ACCESS DIKE TURN AROUND
TYPICAL SECTION
WALKWAY TURN
AROUND AREA
UNCOMPACTED FILL
UNCOMPACTED FILL
UNCOMPACTED
FILL
SEMI-COMPACTED
FILL
APPROX
EL. 10'
TWO NEW STEEL PIPES,
3'-6" ID, LENGTH 262' AND 267'
262'
267' of Engineers U.S. Army Corps
Galveston District
G A
L V
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T O
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A S
C O
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IN
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T R
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G A
L V
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T O
N
A S S
H O
W N
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
S -1
B y
M
O D
X M
A N
:2
:0
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
S T
R U
C T
U R
E -P
L A
N S T x S c .d g n
D A
V
ID
B
B O
O T
H B
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L
U .S
A R
M Y
C O
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A N
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IN
G
L A
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T E
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P R
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N D
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H E D
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N O
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W
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H O
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A P .E
W912HY19B0009
SOLICITATION NO.:
S-101
N
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M E
N T D
IK
E R
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L A
C E
M E
N T A
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C h ie f, E n g in e e ri n g B ra n c h
A N
D R
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M
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H P .E
R e s id e n t E n g in e e r, C
C R
O
T Y
P
IC
A L D
E T
A
IL
S P
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IL
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N E
W D
R O
P -O
U T
L E
T S
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8. PLANS, SECTIONS, AND DETAILS APPLY TO NEW DROP-OUTLET STRUCTURE.
7. DAMAGED PAINT SURFACE SHALL BE SPOT RE-COATED.
6. CONNECTIONS NOT DETAILED SHALL BE DESIGNED BY STEEL SUPPLIER.
(SEE TABLE 1)
5. PILES FOR THE NEW STRUECTURE SHALL BE DRIVEN TO ELEVATIONS AS INDICATED.
4. CONTRACTOR MAY BOLT UNITS TOGETHER TO ALIGN PRIOR TO WELDING.
3. SEE "S" DRAWINGS FOR, TOP VIEW, BOTTOM VIEW AND ASSOCIATED DETAILS.
2. ALL JOINTS SHALL BE FULLY WELDED WITH CONTINUOUS WELDS.
1. NEW DROP-OUTLET STRUCTURE AND WALKWAY IS TO BE MAINTAINED IN A SAFE CONDITION.
NOTES FOR NEW STRUCTURE:
0 20 40 60 80 100 120-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
-120
-140-160-180-200
E L E
V A
T
IO
N I
N U .S F
E
T
F L
O W
L
L
PLAN VIEW
WT 5 X 15
F L
O W
C DIKE
PERIMETER
2-1/2"x2-1/2"x3/8" HANDRAIL 5" x 5" x 3/8"
PERIMETER
2-1/2"x2-1/2"x3/8"
HANDRAIL PERIMETER
2-1/2"x2-1/2"x3/8"
HANDRAIL
1/2" PLATE 1/2" PLATE
W 8 x 18
2 3 4
C 8 x 13.75
METAL
GRATING
SPANS THIS
DIRECTION
TREATED
TIMBER
4"x4"x 5'-0"
1-1/4" METAL
GRATING
SEE SPECS.
5'-2" 5'-2" 5'-2" 5'-2"
20'-8"
6" x 6" x 5/16"
L C
E F F
L U
E N
T P
IP
E F F
L U
E N
T P
IP
5'-0"
5'-2"
1'-0"
1'-0"
1'-5 1/2" 1'-5 1/2"
23'-7"
TREATED TIMBER 4"x4"x 5'-0"TREATED TIMBER 4"x4"x 5'-0"
3'-6" 3'-6"
NOTES:
1. WALKWAY NOT SHOWN HERE FOR CLARITY.
2. SEE WALKWAY DETAILS ON S-104 AND S-105.
3. SEE PIPE DETAIL VIEW ON S-105.
4. SEE S-103 FOR REINFORCED CONCRETE FOOTING.
REFUSAL
POINT OF
TYPICAL
S E
E T
A B
L E
ELEVATION VIEW
4" x 4" x 5'
TIMBERS
W 8 x 18
W8X58
5"x5"x3/8"
1/2" PLATE
STEEL
HEADWALL
4" x 4" x 5'
TIMBERS
1/2" PLATE
STEEL
HEADWALL
C 8 x 13.75
C 8 x13.75
W 8 x 18
W8X58
FOOTING
CONCRETE
REINFORCED
2'-0"
TYPICAL
END SECTION
TYPICAL
END SECTIONPIPE SECTION
FULL PEN. WELD
SPLICE WITH
TYPICAL
PIPE SECTION
EL. 22.0'
EL. 15.0'
2"x2"x1/4" (TYP)
EL. 29.0'
EL. 36.0'
EL. 43.0'
W8X58
D R
A W
IN
G S -1
3/8"X6"X4'-10"
KICK PLATE
3/8"X6"X4'-10"
KICK PLATE
SEE SPECS
1-1/4" METAL GRATING∟ 2-1/2"x2-1/2"x3/8"
3/8"X6"X4'-10"
KICK PLATE
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
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A S
C O
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S O
F E
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IN
E E
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U .S
A R
M Y E
N G
IN
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R D
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T R
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G A
L V
E S
T O
N
A S S
H O
W N
C h ie f, G e o te c h /S tr u c tu re S e c ti o 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
S -1
B y
M
O D
X M
A N
:2
:1
P
M D a te
T im e
W
C A
D D p ro je c ts N
U E
C E S -3
P
A -1
D ik e R a is e P la n s N
U E
C E S -8
-3
S T
R U
C T
U R
E -P
L A
N S T x S c .d g n
D A
V
ID
B
B O
O T
H B
Y P
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
W
IL
L
IE
J
H O
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A P .E
W912HY19B0009
SOLICITATION NO.:
S-102
N
T A
IN
M E
N T D
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E R
A
IS
E P
L A
C E
M E
N T A
R E
A N
O
C O
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U S C
H R
IS
T…
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