W912HY21B0005-Plans - SIGNED.pdf
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- Solicitation number
- W912HY21B0005
About this file
This document provides details on a federal construction contract solicitation by the U.S. Army Corps of Engineers Galveston District Office. The solicitation is for a containment dike raise project at the Sabine Neches Waterway Placement Area 8 in Jefferson County, Texas. The project scope includes raising the containment and training dikes utilizing approximately 280,000 cubic yards of material, repairing the drop-outlet structure, clearing and grubbing, and installing a vehicular barrier gate. The completion schedule is 265 calendar days, and liquidated damages of $3,249 per day will be assessed for delays. The solicitation will use firm fixed price contracting with bonds required within five days of award. The contract value is estimated between $1,000,000 to $5,000,000. The solicitation is unrestricted and open to both large and small businesses. Subcontracting goals are specified for small, small disadvantaged, woman-owned, HubZone, veteran-owned, and service-disabled veteran-owned small businesses.
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Other files
| File | Type | Posted |
|---|---|---|
| C.04.01 Abstract-PCO signed.pdf | ||
| Amend-0002-W912HY21B0005.pdf | ||
| AMEND-0001-W912HY21B0005.pdf | ||
| W912HY21B0005-Specs - SIGNED.pdf |
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Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:
CONTAINMENT DIKE RAISE
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY21B0005
SABINE-NECHES WATERWAY, TEXAS
SN 103-378
PLACEMENT AREA NO. 8
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 JOE HONZA, P.E.January 2021 of Engineers U.S. Army Corps
Galveston District
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5'
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13,875,000Y=
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MATCH LINE SHEET C-102
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SEE INSET FOR VEHICLE
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0 500 1,000 1,500
PLAN
C-101 of Engineers U.S. Army Corps
Galveston District
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W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
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FOR GATE DETAILS
SEE SHEET S-104
ACCESS
REPLACEMENT AND SOUTH DIKE
LOCATION OF VEHICLE GATE
FOR STRUCTURE DETAILS
SEE SHEETS S-101 TO S-103
FOR TYPICAL DETAILS
SEE SHEETS C-501
STRUCTURE
SOUTH DROP OUTLET
REHABILITATION OF
ALIGNMENT
EFFLUENT DITCH
SOUTH DROP-OUTLET
EXCAVATION
EFFLUENT DITCH
DROP-OUTLET
LOCATION OF SOUTH
Galveston District
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SOLICITATION NO.:
SN 103-378SWG FILE NO.
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2. SURVEY DATES: 2020 LIDAR
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
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E L E
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SN 103-378SWG FILE NO.
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
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C/L
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NOTE:
ELEVATION OF DIKE FROM STA. 261+20 TO STA. 270+30
EXCEED DIKE DESIGN OF 19'. NO FILL IS NECESSARY
HOWEVER, CONTRACTOR SHALL ENSURE A CONTINUOUS
15' WIDTH CROWN FROM PROJECT BEGINNING STATION TO
ENDING STATION.
NOTE:
ELEVATION OF DIKE FROM STA. 261+20 TO STA. 270+30
EXCEED DIKE DESIGN OF 19'. NO FILL IS NECESSARY
HOWEVER, CONTRACTOR SHALL ENSURE A CONTINUOUS
15' WIDTH CROWN FROM PROJECT BEGINNING STATION TO
ENDING STATION.
NOTE:
ELEVATION OF DIKE FROM STA. 274+95 TO STA. 276+55
EXCEED DIKE DESIGN OF 19'. NO FILL IS NECESSARY
HOWEVER, CONTRACTOR SHALL ENSURE A CONTINUOUS
15' WIDTH CROWN FROM PROJECT BEGINNING STATION TO
ENDING STATION.
NOTE:
ELEVATION OF DIKE FROM STA. 274+95 TO STA. 276+55
EXCEED DIKE DESIGN OF 19'. NO FILL IS NECESSARY
HOWEVER, CONTRACTOR SHALL ENSURE A CONTINUOUS
15' WIDTH CROWN FROM PROJECT BEGINNING STATION TO
ENDING STATION.
C-302
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
-X
S E
C B y m e c e tq n
:4
:2
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
IE
J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
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
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
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V A
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IO
N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
278+00.00
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280+00.00
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N U .S F
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282+00.00
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T
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N I
N U .S F
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284+00.00
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T
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N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
286+00.00
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288+00.00
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292+00.00
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294+00.00
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N I
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
296+00.00
<-- OUTSIDE - INSIDE --->
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .0
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
C-303
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
-X
S E
C B y m e c e tq n
:4
:2
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
IE
J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
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
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
298+00.00
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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
300+00.00
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V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
302+00.00
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V A
T
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N I
N U .S F
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304+00.00
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
306+00.00
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N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
308+00.00
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V A
T
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N I
N U .S F
E E
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310+00.00
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N I
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
312+00.00
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N U .S F
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314+00.00
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E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
316+00.00
<-- OUTSIDE - INSIDE --->
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .0
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
C-304
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
-X
S E
C B y m e c e tq n
:4
:3
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
IE
J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
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
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
318+00.00
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V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
320+00.00
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322+00.00
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324+00.00
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326+00.00
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328+00.00
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V A
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N I
N U .S F
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330+00.00
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332+00.00
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T
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N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
334+00.00
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T
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
336+00.00
<-- OUTSIDE - INSIDE --->
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .0
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
C-305
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
-X
S E
C B y m e c e tq n
:4
:3
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
IE
J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
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
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
E L E
V A
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IO
N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
338+00.00
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E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
340+00.00
<-- OUTSIDE - INSIDE --->
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V A
T
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
342+00.00
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V A
T
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
344+00.00
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E L E
V A
T
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
346+00.00
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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
348+00.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T 0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
349+70.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
363+20.00
<-- OUTSIDE - INSIDE --->
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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
364+00.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
366+00.00
<-- OUTSIDE - INSIDE --->
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .0
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
NOTE:
ELEVATION OF DIKE FROM STA. 349+70 TO STA. 363+20
EXCEED DIKE DESIGN OF 19'. NO FILL IS NECESSARY
HOWEVER, CONTRACTOR SHALL ENSURE A CONTINUOUS
15' WIDTH CROWN FROM PROJECT BEGINNING STATION TO
ENDING STATION.
NOTE:
ELEVATION OF DIKE FROM STA. 349+70 TO STA. 363+20
EXCEED DIKE DESIGN OF 19'. NO FILL IS NECESSARY
HOWEVER, CONTRACTOR SHALL ENSURE A CONTINUOUS
15' WIDTH CROWN FROM PROJECT BEGINNING STATION TO
ENDING STATION.
C-306
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
-X
S E
C B y m e c e tq n
:4
:3
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
IE
J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
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U .S
A R
M Y
C O
M M
A N
D
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H Y R
V A
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P R
E P
A R
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N D
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H E D
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F
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
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E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
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M P
A re a E n g in e e r
J a n u a ry
E L E
V A
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N I
N U .S F
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368+00.00
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370+00.00
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T
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N I
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372+00.00
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N I
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374+00.00
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V A
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N I
N U .S F
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376+00.00
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N U .S F
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378+00.00
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N I
N U .S F
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384+00.00
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386+00.00
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C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .0
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
C-307
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
-X
S E
C B y m e c e tq n
:4
:3
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
IE
J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
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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
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
388+00.00
<-- OUTSIDE - INSIDE --->
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V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
390+00.00
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V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
392+00.00
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E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
394+00.00
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V A
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N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
396+00.00
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N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
398+00.00
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N U .S F
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402+00.00
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404+00.00
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406+00.00
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C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .0
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
C-308
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
-X
S E
C B y m e c e tq n
:4
:3
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
IE
J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
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G
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IM
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H Y R
V A
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P R
E P
A R
E D U
N D
E R T
H E D
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N O
F
2. SURVEY DATES: 2020 LIDAR
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
S A
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IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
E L E
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N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
408+00.00
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N I
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410+00.00
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412+00.00
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414+00.00
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418+00.00
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
422+00.00
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424+00.00
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N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
426+00.00
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C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .0
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
C-309
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
-X
S E
C B y m e c e tq n
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
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J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
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
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
428+00.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
430+00.00
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V A
T
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N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
432+00.00
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V A
T
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
434+00.00
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N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
436+00.00
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T
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
438+00.00
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V A
T
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N I
N U .S F
E E
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440+00.00
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
442+00.00
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N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
444+00.00
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T
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
446+00.00
<-- OUTSIDE - INSIDE --->
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .0
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
C-310
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
-X
S E
C B y m e c e tq n
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
IE
J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
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
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
E L E
V A
T
IO
N I
N U .S F
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
448+00.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
450+00.00
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E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
452+00.00
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E L E
V A
T
IO
N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
454+00.00
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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
456+00.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
458+00.00
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T 0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
459+68.77
<-- OUTSIDE - INSIDE --->
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
19' EL.
15'
19' EL.
S T
A .0
T
O S
T A .7
C O
N T
A
IN
M E
N T D
O S
S S
E C
T
IO
C-311
E L E
V A
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N I
N U .S F
E E
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
0+00.00-A
<-- OUTSIDE - INSIDE --->
E L E
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10+00.00-A
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12+00.00-A
<-- OUTSIDE - INSIDE --->
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
14+00.00-A
<-- OUTSIDE - INSIDE --->
E L E
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N I
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0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
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N I
N U .S F
E E
T
0 20 40 60 80 100 120 140-20-40-60-80-100-120-140
18+00.00-A
<-- OUTSIDE - INSIDE --->
S T
A .0
-A T
O S
T A .0
-A
N O
R T
H T
R A
IN
IN
G D
O S
S S
E C
T
IO
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
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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
-X
S E
C T
R N
G B y m e c e tq n
:4
:4
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
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J
O E H
O N
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C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
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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
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IO
N O
F
2. SURVEY DATES: 2020 LIDAR
N
T A
IN
M E
N T D
IK
E R
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IS
E P
L A
C E
M E
N T A
R E
A N
O
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
15'
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
C/L
15'
15'
17' EL.
17' EL.
ELEVATION TRANSITION
FROM: STA. 0+00.00-A = 19.0'
TO: STA. 1+00.00-A = 17.0'
19' EL.
C-312
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
-X
S E
C T
R N
G B y m e c e tq n
:4
:0
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
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J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
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2. SURVEY DATES: 2020 LIDAR
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T A
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A N
O
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H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
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
19+50.00-A
<-- OUTSIDE - INSIDE --->
S T
A .0
-A T
O S
T A .0
-A
N O
R T
H T
R A
IN
IN
G D
O S
S S
E C
T
IO
C/L
17' EL.
15'
C-313
40'40' 40'40'
-10
-20
E L E
V A
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IO
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T
0 20 40 60 80-20-40-60-80
<-- OUTSIDE - INSIDE --->
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0 20 40 60 80-20-40-60-80
<-- OUTSIDE - INSIDE --->
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E L E
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0 20 40 60 80-20-40-60-80
<-- OUTSIDE - INSIDE --->
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-20
E L E
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0 20 40 60 80-20-40-60-80
<-- OUTSIDE - INSIDE --->
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-20
E L E
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0 20 40 60 80-20-40-60-80
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E L E
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0 20 40 60 80-20-40-60-80
<-- OUTSIDE - INSIDE --->
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E L E
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<-- OUTSIDE - INSIDE --->
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-20
E L E
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N I
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E E
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0 20 40 60 80-20-40-60-80
<-- OUTSIDE - INSIDE --->
-10
-20
E L E
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N I
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E E
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0 20 40 60 80-20-40-60-80
<-- OUTSIDE - INSIDE --->
46+00.00-B42+00.00-B
43+00.00-B
44+00.00-B
45+00.00-B41+00.00-B
40+00.00-B
39+00.00-B
38+00.00-B of Engineers U.S. Army Corps
Galveston District
G A
L V
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T O
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A S S
H O
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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
-X
S E
C D
IT
C H
B y m e c e tq n
:4
:0
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
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J
O E H
O N
Z A P .E
C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
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
2. SURVEY DATES: 2020 LIDAR
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
-3' EL.
C/L C/L
-3' EL.
C-314
S T
A .0
-B T
O S
T A .0
-B
S O
U T
H E
F F
L U
E N
T D
IT
C H
C R
O S
S S
E C
T
IO
Galveston District
G A
L V
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T O
N T
E X
A S
C O
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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
-T
Y P
IC
A L S
E C
T
IO
N S
B y m e c e tq n
:4
:0
P
M D a te
T im e
W
C A
D D p ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
G -C -C
O N
T R
A C
T -P
L A
N S
.d
L
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J
O E H
O N
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C .R
C .R
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
C E
S A
R R
A M
O S P .E
C h ie f, C iv il D e s ig n S e c ti o n
T .Q .N
M .A .N
M .A .N
C E
S A
R R
A M
O S P .E
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
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P R
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A R
E D U
N D
E R T
H E D
IR
E C
T
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N
N
T A
IN
M E
N T D
IK
E R
A
IS
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L A
C E
M E
N T A
R E
A N
O
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
E L E
V A
T
IO
N I
N U .S F
E E
T 0 20 40 60 80 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
TYPICAL CONTAINMENT DIKE SECTION
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60-20-40-60-80-100-120
TYPICAL TRAINING DIKE SECTION
180 200 220 240
180 200 220 240-140-160-180-200-220
T Y
P
IC
A L S
E C
T
IO
N S
100' (MIN.) BERM
100' (MIN.) BERM
SOUTH EFFLUENT DITCH TYPICAL SECTION
80' -3' EL.
19' EL.
EXISTING GROUND
(M A
X
(M A
X
REFER TO NOTE 2
BORROW AREA
15'
15'
LIMITS OF STRIPPING
LIMITS OF TURFING
LIMITS OF TURFING
LIMITS OF STRIPPING
C/L TRAINING DIKE
C/L EXISTING DIKE
C/L NEW DIKE
EARTH EMBANKMENT
ELEVATION TRANSITION
FROM: STA. 0+00.00-A = 19.0'
TO: STA. 1+00.00-A = 17.0'
EARTH EMBANKMENT
-3' EL.
C/L
6" STRIPPING
6" STRIPPING
REFER TO NOTE 1
RAINWATER PONDING
AS NEEDED TO PREVENT
ADDITIONAL GRADING/FILL
EXISTING GROUND
REFER TO NOTE 5
MATERIAL TO BE REMOVED
EXISTING GROUND
LIMITS OF STRIPPING
NOTES:
1. MINOR GRADING WILL BE PERFORMED TO ALLOW PROPER DRAINAGE ALONG
THE EXTERIOR TOE OF DIKE TO AVOID POTENTIAL RAINWATER PONDING.
2. BORROW AREA SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO USING AS
FILL FOR DIKE RAISE.
3. IN THE AVOIDANCE AREA NO EXCAVATION ALLOWED BETWEEN STA. 338+00 TO STA. 368+00
FOR ANY BORROW MATERIALS.
4. THE CONTRACTOR IS TO CONDUCT SAFE TRANSITS OVER PIPELINE CORRIDORS.
NO EXCAVATION WITHIN A MINIMUM OF 50' EACH SIDE OF PIPELINES.
5. MATERIAL REMOVED FROM THE SOUTH EFFLUENT DITCH SHALL BE PLACED INSIDE
THE PLACEMENT AREA 50 FEET FROM THE INTERIOR TOE OF THE DIKE.
REFER TO NOTE 2
BORROW AREA
LIMITS OF STRIPPING
1V:3H
PLAN
SECTION - ELEVATION
N.T.S.
OUTFALL PIPE
OUTFALL PIPE
R
IP
R A P
B L
A N
K E
T S
T O
N E
OUTFALL PIPE
BLANKET STONE: 6" THICK, 3/4"- 4"
RIPRAP: 18" THICK, 80-1,225 LBS
PLACEMENT AT OUTFALL PIPE
STRUCTURE - TYP RIPRAP
NORTH DROP-OUTLET
30'
R
IP
R A
P
(SEE NOTE 1)
C-501
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
S -1
B y m e c e tq n
:4
:2
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
S -S
T R
U C
T -P
L A
N S .d
L
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J
O E H
O N
Z A P .E
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
S .P
C .R
B .P
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr c u tu ra l S e c ti o n
C O
L O
N E
L
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
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
L
PLAN VIEW
C DIKE
W 8 x 18
2 3 4 5 5'-2"
1'-0"
25'-10"
1'-0"
1'- 3/8 "
1'-4 1/2"
SEE SPECS.
GRATING
1-1/4" METAL
F L
O W
28'-6"
NEW HANDRAIL
2-1/2"x2-1/2"x3/8"
PERIMETER
NEW HANDRAIL
2-1/2"x2-1/2"x3/8"
PERIMETER
5'-2" 5'-2" 5'-2" 5'-2" 5'-2"
1'-4 1/2 "
2-1/2"x2-1/2"x3/8" NEW HANDRAIL
PERIMETER
2. SEE WALKWAY DETAILS ON S-102.
1. WALKWAY NOT SHOWN HERE FOR CLARITY.
NOTES:
F L
O W
N.T.S
5" x 4" x 3/8"
DIRECTION
SPANS THIS
GRATING
METAL
NEW
E X
IS
T
IN
G D
IS
C H
A R
G E P
IP
C L
X
IS
T
IN
G D
IS
C H
A R
G E P
IP
C L
3"x8"x 5'-0"
TIMBER
TREATED
TREATED TIMBER 3"x8"x 5'-0"
W-MEMBERS
5" x 4" x 3/8"
4" x 4" x 3/8"
4" x 4" x 3/8"
ELEVATION VIEW
PIPE
STEEL
EXISTING
2-1/2"x2-1/2"x3/8"
NEW HANDRAIL
W8X58
SPLICES, TYP.
COLUMN
W 8 x 18
TYP.
NEW ADDITIONAL COLUMN SECTION
NEW METAL GRATING
PIPE
STEEL
EXISTING
W-MEMBERS
SCALE:3/8"=1'
0 2' 4' 6'
S-101
STRUCTURE, AND REPLACEMENT OF GRATING.
AND RE-PAINTING (FORMULA C200A, COAL TAR-EPOXY PAINT) OF DROP-OUTLET
CONTRACTOR SHALL FOLLOW SPECIFICATIONS FOR THE CLEANING (ABRASIVE BLASTING) 4.
ANY SUPPLIES FOR REHABILITATION OF EXISTING DROP-OUTLET STRUCTURE.
FIELD VERIFICATION OF EXISTING DIMENSIONS SHALL BE REQUIRED PRIOR TO ORDERING 3.
SEE TABLE ON DRAWNG R-102 FOR SPECIFIC DIMENSIONS ON STRUCTURES.2.
INCLUDED TYPICAL DRAWINGS FOR REFERENCE.
AS-BUILT DRAWING FOR THIS STRUCTURE ARE NOT CURRENTLY AVAILABLE, USE THE 1.
DROP OUTLET STRUCTURE NOTES:
P L
A N A
N D E
L E
V A
T
IO
N V
IE
W H
A N
D R
A
IL
A
N D G
R A
T
IN
G
1'- 3/8 "
S-101 S-103
K
S-101 S-103
J
DESIGN.
3. REPLACE EXISTING PLATFORM AND WALKWAY HANDRAIL WITH NEW STEEL HANDRAIL
2. REPLACE EXISTING PLATFORM AND WALKWAY GRATING WITH NEW STEEL GRATING.
1. CLEAN AND PAINT THE STRUCTURE;
SOUTH DROP-OUTLET STRUCTURE REHABILITATION :
DESIGN.
7. REPLACE EXISTING PLATFORM AND WALKWAY HANDRAIL WITH NEW STEEL HANDRAIL
6. REPAIR OUTFALL RIPRAP PROTECTION.
5. REMOVE AND REPLACE EXISTING CONCRETE FOOTING WITH A NEW CONCRETE FOOTING;
4. EXTEND AND REINSTALL THE WALKWAY;
3. CONSTRUCT WALKWAY SLOPE TO MATCH UP WITH NEW DIKE ELEVATION;
2. REPLACE EXISTING PLATFORM AND WALKWAY GRATING WITH NEW STEEL GRATING;
1. CLEAN AND PAINT THE STRUCTURE;
NORTH DROP-OUTLET STRUCTURE REHABILITATION:
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
S -1
B y m e c e tq n
:4
:3
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
S -S
T R
U C
T -P
L A
N S .d
L
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O E H
O N
Z A P .E
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
S .P
C .R
B .P
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr c u tu ra l S e c ti o n
C O
L O
N E
L
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
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
1"
1" AWAY FROM WALKWAY CONNECTION
2"
4'-5 1/2"
10"
FOR HANDRAIL POST
2-1/2" X 2-1/2" CUTOUT
1" CHAMFERED EDGE
HINGE CONNECTIONS
1/4" THICK GALVANIZED STEEL DIAMOND PLATE
1'-9" 3'-6"
EXISTING EFFLUENT PIPE
5'-0", TYP.
NEW HANDRAIL GRATING
NEW METAL
W8X18
W8X40
W8X40
HINGE PLATE
GALVANIZED 1/4"
4"x4"X3/8"
NEW HANDRAIL
EL.19.0'
FIELD VERIFY ELEVATION
SEE TABLE ON DRAWING R-102
13'-0"13'-0"
O V
E R P
IP
E S
M
IN
C O
V
SEE NOTE #4
6. WALKWAY SHOULD REST IN THE MIDDLE OF THE CONCRETE SLAB.
5. REIFORCED CONCRETE SLAB 3.5' X 3.5' X 1', #4 REBAR @ 12" IN BOTH DIRECTION.
4. BACKFILL SLOPE AS REQUIRED.
3. ADDITIONAL COLUMN TO BE INSTALL TO SUPPORT WALKWAY SPAN.
2. DROP-OUTLET STRUCTURE WALKWAY ON THE NORTH SIDE TO BE ADJUST TO NEW DIKE ELEVATION 19'.
1. WALKWAY GRATING PANEL SHALL BE SECURED WITH A MINIMUM OF 4 ANCHORS LOCATED AT THE CORNERS.
NOTE:
SLAB (SEE DETAIL M)
NEW CONCRETE
M
IN
DIA. CONCRETE
MIN. 28"
2'-0"
3'-6"
1'-9" 3/16
TYP.
3/16
TYP.
5/16
TYP. 3/16
TYP.
5/16
TYP.
1 57/64 "
1 9/16 "
1"
SECTION FRONT VIEW
CLCL
CL CL
NEW HANDRAIL
EXISTING C 5X9 CHANNEL
1"1 9/16"
2-1/2" X 2-1/2" X3/8"
SIDE VIEW
HANDRAIL
EXISTING C 5 x 9
NEW BRACKET
BRACKET
SEE HANDRAIL POST
BRACKET WELDING
HANDRAIL POST
HANDRAIL POST BRACKET
ASTM A36 GALVANIZED STEEL
NOTE: BRACKET SHALL BE
L C
L C
WALKWAY GRATING
(HEIGHT X THICKNESS)
NEW 1-1/4" x 3/16"
GRATING
METAL
1'-0"1'-0"
( 2-1/2" X 2-1/2" X 3/8")
HANDRAIL POST
NEW BRACKET
TYP.
EXISTING C5X9 STRINGER
W8X18
WT
C5X9 STRINGER
WALKWAY
"3/8" X-1/2" X 2-1/22
4" X 4" X 3/8"
W-MEMBER
GRATING
NEW METAL
GRATING
NEW METAL
PLATE
HINGED
OPEN
CLOSE POSITION
NEW ADDITIONAL SECTIONS.
NOTE: SEE
3/16
TYP.
DIAMOND PLATE
4'-5 1/2" x 10" x 1/4" GALVANIZED STEEL
ANCHORED WITH GALVANIZED STEEL J-BOLT
HINGED ACCESS STEEL PLATE
2'-0" 5'-2"
5'-0"
4"X4"X 3/8"X5'-10"
2-1/2"X2-1/2"X3/8"
NEW HANDRAIL
C5x9 STRINGER (TYP.)
SPANS THIS DIRECTION
METAL GRATING
2-1/2"X2-1/2"X3/8"
NEW HANDRAIL
NEW HANDRAIL POSTS EQUAL SPACES @ 5'-0" O.C. MAX.
HINGE PLATE
CONCRETE SLAB
NEW REINFORCING
SEE TABLE ON DRAWING R-102
3'-6"
W8X40
CONCRETE
O.C. TYP.
#4 @ 12"
28" DIA.
SIDE VIEW - TYPICAL DROP-OUTLET STRUCTURE
WALKWAY PLAN
SECTION
HINGE PLATE DETAIL
SECTION - WELD DETAILS
SECTION
4' 8'0 2'
SCALE:1/4"=1'
SCALE:1"=1'
1' 2'
4' 8'0 2'
SCALE:1/4"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
1' 2'0 6"
SCALE:1-1/2"=1'
SCALE:1"=1'
1' 2'
S-102
CONCRETE LANDING DETAIL
W A
L K
W A
Y D
E S
IG
N N
E W H
A N
D R
A
IL
A
N D G
R A
T
S-102 S-103
S-102 S-102
H
S-102 S-102
G
S-102 S-102
I
S-102 S-102
L
S-102 S-102
G
S-102 S-102
H
S-102 S-102
L
S-102 S-102
I
S-102 S-103
S-102 S-102
M
S-102 S-102
M
2" 2"
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
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IN
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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
S -1
B y m e c e tq n
:4
:4
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
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S -S
T R
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W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
S .P
C .R
B .P
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr c u tu ra l S e c ti o n
C O
L O
N E
L
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
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
ONLY
INSIDE COLUMNS
NOTE: GRATING NOT SHOWN HERE FOR CLARITY.
2-1/2" X 2-1/2" X 3/8"
2-1/2" X 2-1/2" X 3/8"
4" X 4" X 3/8" X 5"
4" X 4" X 3/8" X 5"
WT4X12
W8X40
5/16
TYP.
3/16
TYP.
2-1/2" X 2-1/2" X3/8"
WT4X12
W8X40
TOP HANDRAILS
2-1/2" X 2-1/2" X3/8"
BOTTOM HANDRAILS
2-1/2" X 2-1/2" X3/8"
W8X40
ANGLES
CORNER
ALL SIDES
HANDRAIL
PLATFORM
TREATED LUMBER
W8 x18
(TYP.)
W8 X18
3/16 PLANK TO EACH W8X58
BAR OF EACH
TYP. EACH SIDE
STEEL GRATING
GALVANIZED
BAY 1
BAY 2
BAY 3
5'-2"
5'-2" x
L x x
L
TIMBERS
3" X 8" X 5'
TIMBERS
3" X 8" X 5'
GRATING (TYP.)
TO MATCH TOP OF
TOP OF ANGLE
GRATING (TYP.)
TO MATCH TOP OF
TOP OF ANGLE
CONCRETE SLAB
5'-2" 1'-0"1'-0"1'-0"
5'-2" x
L
BAY 4
STEEL GRATING
GALVANIZED
(TYP.)
W8 X18
ALL SIDES
HANDRAIL
PLATFORM
REFER TO SHEET S-102
BAY 3 FOR MORE DETAILS
WALKWAY CONNECTION AT HANDRAILS
PLATFORM
HANDRAIL
PLATFORM
(TYP.)
W8X18
(TYP.)
W8X18
WT4X12
2-1/2" X 2-1/2" X 3/8"
2-1/2" X 2-1/2" X 3/8"
4" X 4" X 3/8" X 5"
5" X 4" X 3/8"
X 3/8"
4" X 4"W8X40
3/16
TYP.
5/16
TYP.
5/16
TYP.
3/16
TYP.
SECTION OF WT4X12
NEW ADDITIONAL
W8X40
SECTION OF COLUMN
NEW ADDITIONAL
HANDRAIL 2-1/2" X 2-1/2" X 3/8
EXISTING WT4X12
W8X40
EXISTING COLUMN
CJP, TYP.
DETAIL
DETAIL
VIEW
VIEW
VIEW
(WALKWAY NOT SHOWN)
PARTIAL PLAN
SCALE:1"=1'
1' 2'
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 3"=1'
3" 6" 9" 12"
SCALE: 3"=1'
3" 6" 9" 12"
1' 2'0 6"
SCALE:1-1/2"=1'
S-103
P L
A T F
O R
M D
E T
A
IL
N E
W H
A N
D R
A
IL
A
N D G
R A
T
1'- 3/8 "
7'-2"
S-103 S-102
S-103 S-102
S-103 S-103
K
S-103 S-103
J
S-103 S-103
S-103 S-103
S-103 S-103
S-103 S-103
S-103 S-101
K
S-103 S-101
J
1/2 " 2"
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
S -1
B y m e c e tq n
:4
:4
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
S -S
T R
U C
T -P
L A
N S .d
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O N
Z A P .E
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
S .P
C .R
B .P
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr c u tu ra l S e c ti o n
C O
L O
N E
L
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
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
4"
WELD TO POST
3" x 3" x ‚" STEEL TAB
WITH 1 ‚" DIA. HOLE
1'-6"
12"
2 •"2 •"
2"2'-6"
4" STEEL PIPE
4" STEEL PIPE
(WELD ALL CONNECTION POINTS)
6" STEEL PIPE POST. FILL W/CONC.
AND ROUND OFF TOP.
HINGE SLEEVE-ALLOW „" TOLERANCE
BEYOND POST DIAMETER~TYPICAL BOTH
GATE BARS
•" BEARING RING~TOP AND BOTTOM
BOTH GATE BARS~WELD TO POST
ZERK GREASE FITTING~
BOTH HINGE SLEEVES
CONCRETE COLLAR (TYPICAL)
WELDED TO POSTS
4" STEEL PIPE
CROSS BRACING
THROUGH PIPE FOR LOCK BAR
HOLE @ OPPOSITE END. CUT 2" SLOT
PLATE WELDED @ ONE END & •" DIA.
1 •" x 7" x ‚" LOCK BAR W/ 3" x 3" x ‚"W/2" SLOT FOR LOCK BAR
4 •" x 4 •" x 12" x „" "U" SLEEVE
3" 1 •"
4 •"
•" DIA. HOLE
A
A
SECTION A-A
TOP VIEW
12 ‚"
(6' BETWEEN POSTS)
DOUBLE BAR GATE DETAIL
6 „"
2"
CENT.
CENT.
ƒ
2 •"
1 ‚"
FRONT
RIGHT SIDE
1/8 " THICK
2" ANGLE
1/8 " THICK
2" ANGLE
FOLDED AND WELDED AT CORNERS.
„" STEEL SHEET WITH 4 SIDES
FINISH.
HOT DIPPED GALVANIZED
4" STEEL PIPE
(WELD ALL CONNECTION POINTS)
SIGN HOLDER
(SEE DETAIL)
GATE PIPE.
WELD TO
GATE PIPE.
WELD TO
SIGN HOLDER
DETAIL
U
S E
R N
A M
E
D E
S
IG
E
O N
D A
T E
T
IM
E
A T
C R
E A
T
D
B Y
D
G N
S
P E
C
IF
IC
A T
IO
N
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
A C
C E
S S G
A T
E S
O U
T H V
E H
IC
L E
12'-0"
NATURAL GROUND
BRACE POST
W/CONC. ROUNDED OFF TOP
4" STEEL PIPE FILLED
APPROVED BY CONTRACTING OFFICER.
2. CHAIN, LOCK AND KEYS TO BE PROVIDED AND INSTALLED AS
FOOT INTERVALS.
AROUND THE CIRCUMFERENCE OF THE DOUBLE BAR GATE AT 2
1. PROVIDE AND INSTALL 6 INCH WIDE REFLECTIVE TAPE
NOTES:
S-104
1/8
TYP.
1/8
TYP.
1/8
TYP.
CJP, TYP.
CJP, TYP.
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
S -9
B y m e c e tq n
:4
:5
P
M D a te
T im e
W
C A
D D P ro je c ts S
N -3
P
A C o n ta in m e n t
D ik e R a is e F
Y P la n s -S
C P la n s S
N -1
-3
S -S
T R
U C
T -P
L A
N S .d
L
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J
O E H
O N
Z A P .E
W912HY21B0005
SOLICITATION NO.:
SN 103-378SWG FILE NO.
S .P
C .R
B .P
D A
V
ID
B
B O
O T
H B
Y P .E
C h ie f, G e o te c h /S tr c u tu ra l S e c ti o n
C O
L O
N E
L
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
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
S A
B
IN
E -N
E C
H E
S W
A T
E R
W A
Y T
E X
A S
C h ie f, E n g in e e ri n g B ra n c h
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
J a n u a ry
S T
R U
C T
U R
E P
IC
T U
R E
S E
X
IS
T
IN
G D
R O
P -O
U T
L E
T
NORTH DROP-OUTLET STRUCTURE
SOUTH DROP-OUTLET STRUCTURE
SIDE VIEW FRONT VIEW WALKWAY
PLATFORMFRONT VIEW WALKWAY
S-901
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…
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