W912HY19B0025-Plans_-_Signed.pdf
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- Gulf Intracoastal Waterway (GIWW), Texas, Across San Antonio Bay in Aransas County, Texas, Pipeline Dredging
- Solicitation number
- W912HY19B0025
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F il e
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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.:IWW 1150-1141
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY19B0025
GULF INTRACOASTAL WATERWAY, TEXAS
GIWW ACROSS SAN ANTONIO BAY
PIPELINE DREDGING
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.August 2019 of Engineers U.S. Army Corps
Galveston District
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IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
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Fe rry La nd ing
Air Fo rce
St oc k Pe ns
W at er W el l a nd
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P
LA
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0'
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-3+55
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-1+00
0+00
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+0
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PLACEM
ENT
AREA
NO.
C
PLACEMENT
AREA
NO.
9 B
(N
OT
AVAI
LABLE
T
HI
S
CONTRACT)
BOTTOM LIMITS OF CHANNEL
... TO BE DREDGED
CHANNEL STATIONING & CENTERLINE
LOCATION OF CROSS SECTION
DREDGE PIPELINE ROUTE
EXISTING DIKE
WEIR SPILLWAY
DROP OUTLET STRUCTURE
TIDE STAFF
EXIST. DIKE TO REPAIR
EXIST. DIKE BY OTHERS
MOUND
COMBO
REDGREEN
DISCHARGE CORRIDOR
C .S
(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)
LOCATION OF PERMIT/PIPELINE CROSSING
NEW DIKE TO BE BUILT
TO BE USED
PLACEMENT AREA
OR OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS)
PLACEMENT AREA (UNCONFINED PLACEMENT)
LIMITS OF OPEN WATER
HORIZONTAL CONTROL POINT
CHANNEL MARKER BEACON:
LIGHT BEACON
RANGE TOWER AND RANGE
SOIL BORING LOCATION CONE PENETROMETER (CPT) LOCATION
LIMITS OF RIPRAP
PLAN LEGEND GENERAL NOTES
6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
AREA, AS DESCRIBED IN THE SPECIFICATIONS.
SHOULD BE MADE TO VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK
THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE VISIT
VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE TIME OF
PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED. OBSTRUCTIONS
5. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY
SLOPES.
4. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE
BE FURNISHED TO THE CONTRACTOR UPON REQUEST IN WRITING.
3. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL
PLANE, NAD83, TEXAS SOUTH - CENTRAL ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
(MLLW), UNLESS SPECIFIED.
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM
SCALE IN FEET
0 6,000 12,000 18,000
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ARANSAS
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REFUGE
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C-111
Galveston District
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P.I. STA. 985+846.67
CURVE NO. 87
X=2794362.35
Y=13350312.62
R=5729.65'
L=648.39' T=324.54'
P .T S
T A .0
P .C S
T A .1
P .T S
T A .5
P .I S
T A .6
S T
A .0
T
A
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T=1262.52'
L=2364.37'
R=2723.00'
Y=13355680.90
X=2807476.25
CURVE NO. 86
P.I. STA. 971+837.20
T=324.54'
L=648.39'
R=5729.65'
Y=13350312.62
X=2794362.35
CURVE NO. 87
P.I. STA. 985+846.67
P .T S
T A .0
P .C S
T A .1
P .T S
T A .5
P .I S
T A .6
S T
A
A
A
A
A
A
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LIGHT
NORTH JETTY
LIGHT
SOUTH JETTY
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S H E L L
F
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Y O
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A Y
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PLACEMENT AREA NO. 117
PERMIT NO. 1989
STA. 976+154±
SUBMERGED CABLE
U.S. AIR FORCE
P L
A C
E M
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T A
R E
A N
O
A
PLACEMENT AREA NO. 118A
(NOT AVAILABLE THIS CONTRACT)
(NOT AVAILABLE THIS CONTRACT)
-1
-1'
-3+55-3+55
-3+00
-2+00
-1+00
0+00
1+00
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3+00
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3'
C .S
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C .S
C .S
C .S
SECTION NO. 1SECTION NO. 3 SECTION NO. 2
M A
T C
H L
IN
E S
T A
(SCHEDULE 1)(SCHEDULE 1)(SCHEDULE 1)
USFW
TIDE STAFF
SCALE IN FEET
0 500 1,000 1,500
PLAN
POC USFW
X=2,798,164.027
Y=13,352,099.299
NAVD88 EL.=4.469
KING FISHER BEACH
X=2,802,576.167
Y=13,357,333.08
NAVD88 EL.=4.28
POC AUTO
TIDE STATION
S T
A .9
T
O S
T A
P L
A N
STA. 973+000
OF DREDGING
EASTERLY LIMITS
STA. 975+800 AND STA. 978+400
NO DREDGING BETWEEN
Galveston District
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SOLICITATION NO.:
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R=5729.65' L=648.39'
T=324.54'
P .T S
T A .5
T=324.54'
L=648.39'
R=5729.65'
Y=13350312.62
X=2794362.35
CURVE NO. 87
P.I. STA. 985+846.67
P .T S
T A .5
B A R R O O M B A Y
B I
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Y O
U
BLACKBERRY ISLAND
E S P IR IT U
S A N T O B A Y
(NOT AVAILABLE THIS CONTRACT)
PLACEMENT AREA NO. 118B
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
SECTION NO. 5
SECTION NO. 4
M A
T C
H L
IN
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T A
(SCHEDULE 1)
(SCHEDULE 1)
SCALE IN FEET
0 500 1,000 1,500
PLAN
C .S
C .S
C .S
C .S
STA. 992+000 TO STA. 995+600
NO DREDGING BETWEEN
STA. 999+600 TO STA. 1001+600
NO DREDGING BETWEEN
S T
A T
O S
T A
P L
A N
(NOT AVAILABLE THIS CONTRACT)
PLACEMENT AREA NO. 118A
Galveston District
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E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
SANC 1
X=2,774,606.911
Y=13,340,599.014
NAVD88 EL.=8.12
P.I. STA. 1003+813.23
CURVE NO. 88
X=2778609.37
Y=13341671.66
R=5752.03' L=84.79'
T=42.40'
P .C S
T A .8
P .T S
T A .6
P .I S
T A .2
T=42.40'
L=84.79'
R=5752.03'
Y=13341671.66
X=2778609.37
CURVE NO. 88
P.I. STA. 1003+813.23
P .C S
T A .8
P .T S
T A .6
P .I S
T A .2
B L A C K B E R R Y IS L A N D
E S P IR IT U
S A N T O B A Y
D E W B E R R Y IS L A N D
D O
W C
H E
M
IC
A L C
O R
P . 4 ' P
IP
E
L
IN
E S
T A . 1
PLACEMENT AREA NO. 119 A
PLACEMENT AREA NO. 11
8B
(NOT AVAILABLE THIS C
ONTRACT)
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
SECTION NO. 8 SECTION NO. 7 SECTION NO. 6
M A
T C
H L
IN
E S
T A
(SCHEDULE 1)(SCHEDULE 1)(SCHEDULE 1)
SCALE IN FEET
0 500 1,000 1,500
PLAN
SANCTUARY PIER
TIDE STAFF
C .S
S T
A T
O S
T A
P L
A N
STA. 1009+000 TO STA. 1011+000
NO DREDGING BETWEEN
S T
A T
O S
T A
N O D
R E
D G
IN
G B
E T
W E
E N
SECTION NO. 9
(SCHEDULE 1)
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
:1
:3
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-104
L
IE
J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
S H O A L W A T E R B A Y
D E W B E R R Y IS L A N D
E S P IR IT U S A N T O B A Y
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
SECTION NO. 11
SECTION NO. 10
SECTION NO. 9
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
(SCHEDULE 1)
(SCHEDULE 1)
(SCHEDULE 1)
SCALE IN FEET
0 500 1,000 1,500
PLAN
PLACEMENT AREA NO. 119 B
(NOT AVAILABLE THIS CONTRACT)
S T
A T
O S
T A
P L
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
:1
:0
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-105
L
IE
J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
P.I. STA. 1031+804.64
CURVE NO. 89
X=2753871.85
Y=13328573.05
R=5729.65' L=330.43'
T=165.26'
P .C S
T A .3
P .T S
T A .8
P .I S
T A .6
T=165.26'
L=330.43'
R=5729.65'
Y=13328573.05
X=2753871.85
CURVE NO. 89
P.I. STA. 1031+804.64
P .C S
T A .3
P .T S
T A .8
P .I S
T A .6
S H O A L W A T E R B A Y
ESPIRITU SANTO BAY
S T
A . 1
" P
IP
E
L
IN
E D
E L
H I G
A S P
IP
E L
IN
E C
O R
P
S T
A . 1
" P
IP
E
L
IN
E P
H O
E N
IX
R
E S
O U
R C
E S C
O
(NOT AVAILABLE THIS CONTRACT)
PLACEMENT AREA NO. 120
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
SECTION NO. 13
SECTION NO. 12
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
CHARLIE'S BAIT CAMP
TIDE STAFF
(SCHEDULE 1)
(SCHEDULE 1)
SCALE IN FEET
0 500 1,000 1,500
PLAN
SLIP
X=2,746,497.16
Y=13,324,824.42
NAVD88 EL.=5.158
PLACEMENT AREA NO. 119C
SECTION NO. 11
SECTION NO. 14
S T
A .1
T
O S
T A .1
P L
A N
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
:1
:3
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-106
L
IE
J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
P.I. STA. 1047+801.46
CURVE NO
. 90
X=2740189.48
Y=13320284.86
R=5729.65'L=126.00'
T=63.00'
P .C S
T A .4
P .T S
T A .4
P .I S
T A .4
T=63.00'
L=126.00'
R=5729.65'
Y=13320284.86
X=2740189.48
CURVE NO
. 90
P.I. STA. 1047+801.46
P .C S
T A .4
P .T S
T A .4
P .I S
T A .4
S H O A L W A T E R B A Y
ESPIRITU SANTO BAY
S H O A L W A T E R B A Y
L A
V A
C A P
IP
E L
IN
E C
O P
IP
E L
IN
E S
T A
(NOT AVAILABLE THIS CONTRACT)
PLACEMENT AREA NO. 120
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
SECTION NO. 15
M A
T C
H L
IN
E S
T A
(SCHEDULE 1)
SCALE IN FEET
0 500 1,000 1,500
PLAN
SECTION NO. 14
S T
A T
O S
T A
P L
A N
(SCHEDULE 1)
STA.1050+000
OF DREDGING
WESTERLY LIMIT
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
P
A -1
C B y
M
O D
X M
A N
:1
:0
P
M D a te
T im e
W
C A
D D P ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-107
L
IE
J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
+0
80+45
0+
115+82
W es t D isc ha rg e
Co or ido r
Ea st
Di sc ha rg e C oo rid or
Ce nte r D isc ha rg e C oo rid or
3+ -A
0+ -A
0+ -A
1+ -A
+4
+7
+1
83+10
86+28
8+
2+
SCALE IN FEET
0 300 600 900
PLAN
G U
L F
I
N T
R A
C O
A S
T
T E
R W
A Y
Y=13324582.16
X=2748181.981.)
2.)
Y=13325618.39
X=2749892.60
Y=13325190.73
X=2750151.663.)
4.)
Y=13324154.51
X=2748441.03
Discharge Corridor Sect. B
Y=13326826.39
X=2751876.53
Y=13327104.80
X=2752421.54
Y=13326963.51
X=2752510.523.)
2.)
1.)
4.)
Y=13326559.23
X=2752013.01
Y=13327238.63
X=2752649.83
Y=13327650.68
X=2753425.85
3.)
2.)
1.)
4.)
6.)
Y=13327118.01
X=2752723.49
5.)
Y=13327515.90
X=2753502.11
Y=13327891.99
X=2753955.28
Y=13327990.83
X=2753879.94
Di sc ha rg e
Co rri do r S ec t.
A
Di sc ha rg e C or rid or S ec
t. B
Di sc ha rg e
Co rri do r S ec t.
C
G
IW
W P la ce m en t A re a
No.
9- C
STRUCTURE
DROP OUTLET
EXISTING
Discharge Corridor Sect. C
Discharge Corridor Sect. A
P L
A C
E M
E N
T A
R E
A
-C
P L
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
P
A -1
A B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-108
L
IE
J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
SCALE IN FEET
0 300 600 900
PLAN
G U
L F
I
N T
R A
C O
A S
T
T E
R W
A Y
1.)
2.)
3.)
4.)GI
W
W P lac emen t A rea N o.1
-A
1.)
2.)
3.)
4.)
5.)
6.)
7.)
8.)
Y=13339489.29
X=2775561.54
Y=13339819.17
X=2776178.94
Y=13340149.05
X=2776796.34
Y=13340478.93
X=2777413.73
Y=13340280.48
X=2777519.77
Y=13339950.60
X=2776902.37
Y=13339620.72
X=2776284.97
Y=13339290.84
X=2775667.57
5.)
6.)
Y=13337719.28
X=2772190.37
Y=13338143.41
X=2772984.16
Y=13338567.54
X=2773777.96
Y=13338369.09
X=2773883.99
Y=13337944.96
X=2773090.19
Y=13337520.83
X=2772296.40
Discharge Corridor Sect. A, B, and C
Discharge Corridor Sect. D and E
S ec
t. A C oo rid or Di sc ha rg e
S ec
t. D C oo rid or Di sc ha rg e
S ec
t. E C oo rid or Di sc ha rg e
STRUCTURE
DROP OUTLET
EXISTING
APPROX. 45'
ACCESS DIKE
EXISTING
P L
A C
E M
E N
T A
R E
A
-A
P L
A N
S ec t.
C C oo rid or Di sc ha rg e
S ec
t. B C oo rid or Di sc ha rg e
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
P
A -1
A B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
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C T -P
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C-109
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SOLICITATION NO.:
J L
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M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
9BREAKWATER
P
IE
R
G E
O T
U B
E
M
A
T
A
G
O
R
D
Y
PLACEMENT AREA NO. 117A
-1
-1'-1
0' 0'
0'
-3
-3
-3
-2
-1
1'
1' 1'
1'
2'
2' 2'
3'
3'
3'
4'
4'4'
T
ID
E S
T A
T
IO
N
P O
C A
U
O
( KING FISHER BEACH )
NAVD88 EL.=4.28
Y=13,357,333.08 X=2,802,576.167
KING FISHER BEACH
P L
A C
E M
E N
T A
R E
A
-A
P L
A N
SCALE IN FEET
0 200 400 600
PLAN
Y=13356853.90
X=2803082.76
Y=1335 8643.1
3X=2802 028.50
Y=13358 525.26
X=28018 66.94
Y=13358125.08
X=2802406.78
Y=13358018.62
X=2802236.87 Y=13356758.80
X=2802906.81
2,800,000
X=
2,802,500
X=
2,805,000
X=
2,805,000
X=
2,802,500
X=
2,800,000
X=
,3
,0
Y
,3
,0
Y
,3
,5
Y
,3
,0
Y
,3
,0
Y
,3
,5
Y
DISCHARGE CORRIDOR
S T
A . 1
PA 117-A / BEACH NOURISHMENT TYPICAL SECTION
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
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:2
P
M D a te
T im e
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C A
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IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
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C-110
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SOLICITATION NO.:
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C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
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A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
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R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
P .I. S
T A . 9
.3
C U
R V E N
O . 8
X .2
Y .8
R .0
L .0
T .4
P .I. S
T A . 9
.4
X .7
Y .3
P .C S T A .9
P .T S
T A .9
P .I S
T A .4
P .I S
T A .3
S T A .5
A .1
A
A
T .4
L .0
R .0
Y .8
X .2
C U
R V E N
O . 8
P .I. S
T A . 9
.3
Y .3
X .7
P .I. S
T A . 9
.4
P .C S T A .9
P .T S
T A .9
P .I S
T A .4
P .I S
T A .3
S T A
A .1
A
A
M A T A G O R D A B A Y
STA. 966+965±
PIPELINE
20" TOMCAT EAST
STA. 967+049±
PIPELINE
20" TOMCAT WEST
16+000
17+000
18+000
19+000
20+000
21+000
22+000
23+000
24+000
25+000
26+000
-5
0+
-5
1+
-5
2+
-5
3+
-5
4+
-5
5+
-5
6+
-5
7+
-5
8+
-5
9+
-5
10+
-5
11+
-5
11+
-5
11+
-5
12+
-5
13+
-5
14+
-5
15+
-5
16+
-5
17+
-5
18+
-5
19+
C .S
SECTION NO. 16
C .S
C .S
C .S
C .S
(OPTION NO. 1)
(O P
T
IO
N N
O
S T
A T
O S
T A
P L
A N
SCALE IN FEET
0 0 0 0
PLAN
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
A N
:1
:3
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
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C O
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C-111
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SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
6+
7+
8+
9+
0+
1+
2+
3+
4+
5+
6+
7+
P .I S
T A .5
S T
A .9
A
A
MATAGORDA SHIP CHANNEL
DREDGE PIPE ROUTE
DISCHARGE CORRIDOR
INITIAL DISCHARGE POINTS
S U
N D
O W
N I
S L
A N
D
SCALE IN FEET
0 500 1,000 1,500
PLAN
S U
N D
O W
N I S
L A
N D
P L
A N
SOCIETY FOR SUNDOWN ISLAND OPERATIONS.
OPERATIONS TO MANTAIN FLOW AND PREVENT PONDING. COORDINATE WITH AUDUBON
BEYOND CREST OF EXISTING MOUNDS AND EXTEND AS REQUIRED DURING DREDGING
ACCORDANCE WITH INDUSTRY PRACTICE. CONTRACTOR TO PLACE DISCHARGE PIPE
SUFFICIENT PIPE TO EXTEND AS REQUIRED TO OPERATE THE PLACEMENT AREA IN
DISCHARGE LOCATION SHOWN IS APPROXIMATE AND CONTRACTOR SHALL BRING
NOTE:
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -1
B y
M
O D
X M
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:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
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S T
R U
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C-112
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IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
C h ie f, E n g in e e ri n g B ra n c h
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
Z .R .H
B .P
M .S .P
M A
R K S P
E T
E R
S O
N P .E
R e s p o n s ib le D e s ig n E n g in e e r
S C
O T
T L
E
IM
E R P .E
C h ie f, S tr u c tu re S e c ti o n
E L E
V A
T
IO
N I
N U .S F
E E
T
0-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
E L E
V A
T
IO
N I
N U .S F
E E
T
0-20-40-60-80-100
<-- OUTSIDE - INSIDE --->
35+00
110+00
115+00
5'
5'
5'
5'
5'
3'
3'
3'
3'
3'
3'
3'
3'
5'
5'
5'
5'
5'
5'5
5'
5' 5'
5'
5'
5'
STA. 151+59.83 STA. 151+84.04
STA. 151+96.68STA. 151+73.79
LEGEND:
N.T.S.
EXISTING 36" PIPE
PA 119C DISCHARGE PIPE BACKFILL PLAN
EXISTING PIPES
EXISTING STRUCTURE
= EXISTING LEVEE
.8
.7
.0
.6
B A
C K
F
IL
L P
L A
N P
A
C D
IS
C H
A R
G E P
IP
= SATISFACTORY FILL= SATISFACTORY FILL
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
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SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
62.5'62.5' 62.5'62.5'
62.5'127.5' 62.5'127.5'
62.5'62.5' 62.5'62.5'
-20
-10
-40
-30
-20
-10
-20
-10
-40
-30
-40
-30
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-50
-40
-30
-20
-10
-20
-10
-50
-40
-30
-20
-10
-40
-30
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
C
LL
C
973+000
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
974+000
975+000 979+000
978+400
975+800
982+000
981+000
980+000
985+000
984+000
983+000
STA. 975+800 TO STA. 978+400
NO DREDGING BETWEEN
STA. 973+000
EASTERLY LIMIT OF DREDGING
3. CONDITIONS SURVEYS AS APRIL 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW). 5. REPONSIBLE SURVEYOR - D. JOHNSON
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
NOTE:
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
125'
125'
190' 190'
125' 125'
-14' AUTH. DEPTH
(REQ'D DEPTH)
-4' ADV. MAINT
OVERDEPTH
-2' ALLOWABLE
OVERDEPTH
-2' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT
-14' AUTH. DEPTH
-14' AUTH. DEPTH
(REQ'D DEPTH)
-4' ADV. MAINT
OVERDEPTH
-2' ALLOWABLE
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT
OVERDEPTH
-2' ALLOWABLE
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
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C O
N T
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C T -P
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C-302
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IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
-20
-10
-40
-30
-20
-10
-20
-10
-40
-30
-40
-30
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-50
-40
-30
-20
-10
-20
-10
-50
-40
-30
-20
-10
-40
-30
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
C
LL
C
986+000
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
987+000
988+000 991+000
990+000
989+000
996+000
995+600
992+000
999+000
998+000
997+000
STA. 992+000 TO STA. 995+600
NO DREDGING BETWEEN
3. CONDITIONS SURVEYS AS APRIL 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW). 5. REPONSIBLE SURVEYOR - D. JOHNSON
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
NOTE:
S T
A .9
T
O S
T A
C R
O S
S S
E C
T
IO
N S
62.5'62.5'
125'
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
62.5'62.5'
125'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-303
L
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IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
STA. 999+600 TO STA. 1001+600
NO DREDGING BETWEEN
-20
-10
-40
-30
-20
-10
-20
-10
-40
-30
-40
-30
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-50
-40
-30
-20
-10
-20
-10
-50
-40
-30
-20
-10
-40
-30
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
C
LL
C
999+600
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
1001+600
1002+000 1005+000
1004+000
1003+000
1008+000
1007+000
1006+000
1012+000
1011+000
1009+000
STA. 1009+000 TO STA. 1011+000
NO DREDGING BETWEEN
3. CONDITIONS SURVEYS AS APRIL 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW). 5. REPONSIBLE SURVEYOR - D. JOHNSON
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
NOTE:
S T
A .9
T
O S
T A
C R
O S
S S
E C
T
IO
N S
-14' AUTH. DEPTH
62.5'62.5'
125'
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
62.5'62.5'
125'
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-304
L
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O E H
O N
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IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
-20
-10
-40
-30
-20
-10
-20
-10
-40
-30
-40
-30
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-50
-40
-30
-20
-10
-20
-10
-50
-40
-30
-20
-10
-40
-30
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
C
LL
C
1013+000
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
1014+000
1015+000 1018+000
1017+000
1016+000
1021+000
1020+000
1019+000
1024+000
1023+000
1022+000
3. CONDITIONS SURVEYS AS APRIL 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW). 5. REPONSIBLE SURVEYOR - D. JOHNSON
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
NOTE:
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
62.5'62.5'
125'
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
62.5'62.5'
125'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-305
L
IE
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O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
-20
-10
-40
-30
-20
-10
-20
-10
-40
-30
-40
-30
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-50
-40
-30
-20
-10
-20
-10
-50
-40
-30
-20
-10
-40
-30
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
C
LL
C
1025+000
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
1026+000
1027+000 1030+000
1029+000
1028+000
1033+000
1032+000
1031+000
1036+000
1035+000
1034+000
3. CONDITIONS SURVEYS AS APRIL 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW). 5. REPONSIBLE SURVEYOR - D. JOHNSON
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
NOTE:
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
-14' AUTH. DEPTH
62.5'62.5'
125'
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
125'
62.5'62.5'
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-306
L
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J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
-20
-10
-40
-30
-20
-10
-20
-10
-40
-30
-40
-30
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-50
-40
-30
-20
-10
-20
-10
-50
-40
-30
-20
-10
-40
-30
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
C
LL
C
1037+000
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
C L
-150 -100 -50 100 1500 50
1038+000
1039+000 1042+000
1041+000
1040+000
1045+000
1044+000
1043+000
1048+000
1047+000
1046+000
3. CONDITIONS SURVEYS AS APRIL 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW). 5. REPONSIBLE SURVEYOR - D. JOHNSON
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
NOTE:
S T
A .1
T
O S
T A
C R
O S
S S
E C
T
IO
N S
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE 62.5'62.5'
125'
62.5'62.5'
125'
OVERDEPTH
-2' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-14' AUTH. DEPTH
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
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C-307
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IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
-20
-10
-40
-30
-20
-10
-20
-10
-40
-30
-40
-30
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50 -150 -100 -50 100 1500 50
-50
-40
-30
-20
-10
-20
-10
-50
-40
-30
-20
-10
-40
-30
-50
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
L C
1049+000
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
-150 -100 -50 100 1500 50
1050+000
3. CONDITIONS SURVEYS AS APRIL 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW). 5. REPONSIBLE SURVEYOR - D. JOHNSON
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
NOTE:
STA. 1050+000
WESTERLY LIMIT OF DREDGING
S T
A .1
T
O S
T A
C R
O S
S S
E C
T
IO
N
S-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE 62.5'62.5'
125'
-14' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
125'
62.5'62.5'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
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C-308
L
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IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
C L
400 500-300-400-500
400 500-300-400-500 -300
-300
C
E L E
V A
T
IO
N I
N U .S F
E E
T
E L E
V A
T
IO
N I
N U .S F
E E
T
-10
-20
-10
-20
-10
-20
-10
-20
0 100-100-200 200 300
0 100-100-200 200 300 0 100-100-200 200 300
0 100-100-200 200 300
963+000
L
1964+000
-10
-20
-10
-20
-10
-20
-10
-20
-14' REQ'D DEPTH
OVERDEPTH
-2' ALLOWABLE
(O P
T
IO
N N
O
S T
A .9
T
O S
T A
C R
O S
S S
E C
T
IO
N S
OPTION NO. 1OPTION NO. 1
OPTION NO. 1
OPTION NO. 1
OPTION NO. 1
300'
150'150'
960+000
961+000
962+000
-14' REQ'D DEPTH
OVERDEPTH
-2' ALLOWABLE
150'150'
300'
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -5
B y
M
O D
X M
A N
:1
:1
P
M D a te
T im e
W
C A
D D P ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
C O
N T
R A
C T -P
L A
N S T x S c .d g
C-501
L
IE
J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
J L
M
M D
G
A N
S
C h ie f, E n g in e e ri n g B ra n c h
P A
B L
O H
E R
N A
N D
E Z P .E
A re a E n g in e e r
R e s id e n t E n g in e e r
A N
D R
E W S
M
IT
H P .E
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
LEGEND:
BEACH PROFILE CONSTRUCTION TEMPLATE
APPROXIMATE EXISTING BEACH PROFILE
HORIZONTAL SCALE
VERTICAL SCALE
100'0 200'
10'0 20'
BEACH FILL
5' 15'
S U
R V
E Y B
A S
E L
IN
E
800700
-10
100 6005004003002000
DISTANCE ACROSS SHORE, FT.
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
-5
WATER SURFACE (VARIES)
TYPICAL SECTION - BEACH PLACEMENT AREA
E L E
V A
T
IO
N I
N U .S F
E E
T (N
A V
D
C1-109 C-501
20±
S U
R V
E Y B
A S
E L
IN
E
800700
-10
100 6005004003002000
DISTANCE ACROSS SHORE, FT.
ACTUAL SLOPE OF FILL
BELOW WATER MAY VARY
-5
WATER SURFACE (VARIES)
TYPICAL SECTION - BEACH PLACEMENT AREA
E L E
V A
T
IO
N I
N U .S F
E E
T (N
A V
D
20±
16+75
15+72
C-501C1-109
DIRECTION OF SECTION
DETAIL IDENTIFICATION
SECTION IDENTIFICATION
SECTION AND DETAIL REFERENCE
SECTION IS DRAWN.
NO. OF SHEET ON WHICH
DETAIL IS DRAWN.
NO. OF SHEET ON WHICH
SECTION IS TAKEN.
NO. OF SHEET ON WHICH
DETAIL IS TAKEN.
NO. OF SHEET ON WHICH C1-109 C-501
C1-109 C-501
BELOW THE TOP OF THE BULKHEAD (TYP.)
PROPOSED FILL NO HIGHER THAN 1'
BELOW THE TOP OF THE BULKHEAD (TYP.)
PROPOSED FILL NO HIGHER THAN 1'
± BERM
200'
± BERM
200'
CONDITIONS.
VISITS PRIOR TO BID TO DETERMINE LATEST SITE
RESPONSIBLE FOR PERFORMING NECESSARY SITE
ARE APROXIMATE. THE CONTRACTOR SHALL BE
2. ELEVATIONS, DIMENSIONS, AND PARAMETERS SHOWN
NECESSARY TO ACHIEVE THIS GOAL.
BERM WIDTH AND GRADING SHALL BE ALTERED AS
APROXIMATELY +1' BELOW THE TOP OF BULKHEAD.
PROVIDE A 200' WIDE BEACH SPACE AT
1. INTENT OF DREDGED MATERIAL PLACEMENT IS TO
16+75
15+72
P L
A C
E M
E N
T A
R E
A
-A
T Y
P
IC
A L S
E C
T
IO
1 NEW - 42" OD PIPES, 1/2" THICK, 138' LONG
STRUCTURE AND WALKWAY
NEW DROP-OUTLET
TO BE REMOVED
AND WALKWAY STRUCTURE
EXISTING DROP-OUTLET
EXISTING GROUND
TO BE REMOVED
EXISTING CONCRETE FOUNDATION
P.V.C. SHEET PILES
ACCESS DIKE TYPICAL SECTION
NEW WALKWAY
N.T.S
10'
STRIPPING AND TURFING LIMITS
N.T.S
SEMI-COMPACTED FILL
E L E
V A
T
IO
N I
N U .S F
E E
T
0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
EL. +2.1'
FLOW
20'
STRUCTURE (17.2' X 5.2')
NEW DROP-OUTLET
NEW PA 119-A DROP-OUTLET STRUCTURE AT STA. 0+15
L EXISTING DIKEC
ACCESS DIKE TYPICAL PLAN
EL. +18.0'
N.T.S.
SEE TABLE 1
EL. VARIES
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
S -1
B y
M
O D
X M
A N
:1
:2
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
S T
R U
C T
U R
E -P
L A
N S T x S c .d g
S-101
L
IE
J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
C h ie f, E n g in e e ri n g B ra n c h
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
Z .R .H
B .P
M .S .P
M A
R K S P
E T
E R
S O
N P .E
R e s p o n s ib le D e s ig n E n g in e e r
S C
O T
T L
E
IM
E R P .E
C h ie f, S tr u c tu re S e c ti o n
10. VINYL SHEET PILES ARE NOT SHOWN ON ELEVATION VIEW OF STRUCTURE ON THIS SHEET FOR CLARITY. SEE SHEET S-104 FOR DETAILS.
9. ALL DROP OUTLET STRUCTURE ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S. SURVEY FEET.
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.
5. PILES FOR THE NEW STRUCTURE SHALL BE DRIVEN TO ELEVATIONS AS INDICATED. (SEE TABLE 1)
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:
1. REMOVE EXISTING CMP PIPES.
CONSTRUCTION NOTES:
P R
O F
IL
E A
N D T
Y P
IC
A L D
E T
A
IL
S -A N
E W D
R O
P -O
U T
L E
T S
T R
U C
T U
S-101
A S-101
EL. +2.6'
EL. +2.6'
40'
PLAN VIEW
WT 5 X 15
F L
O W
C DIKE
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
W 8 x 18
C 8 x 13.75METAL
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"
1'-0"
1'-0"
1'-5 1/2"
1'-5 1/2"
TREATED TIMBER 4"x4"x 5'-0"
3'-6"
LC
O .D E
F F
L U
E N
T P
IP
REFER TO SHEET S-104
BAY 2 FOR MORE DETAILS
WALKWAY CONNECTION AT
NOTES:
1. WALKWAY IS 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.
15'-6"
18'-5"
PERIMETER
HANDRAIL
2-1/2"x2-1/2"x3/8"
6" x 4" x 3/8"
REFUSAL
POINT OF
S E
E T
A B
L E
ELEVATION VIEW
4" x 4" x 5'
TIMBERS
W 8 x 18
W8X58
1/2" PLATE
STEEL
HEADWALL
4" x 4" x 5'
TIMBERS
1/2" PLATE
STEEL
HEADWALL
C 8 x13.75
FOOTING
CONCRETE
REINFORCED
2'-0"
TYPICAL
END SECTION
TYPICAL
END SECTION
FULL PEN. WELD
SPLICE WITH
TYPICAL
PIPE SECTION
2"x2"x1/4" (TYP)
D R
A W
IN
G S -1
W8X58
C 8 x13.75
EL. 14.0'
W 8 x 18
2-1/2"x2-1/2"x3/8"
1'-9"
3'-6"
EL. 9.0'
18'-5"
EL. 18.0'
1-1/4" METAL GRATING
SEE SPECS
C 8 x13.75
W 8 x 18
EL. 2.6'
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
S -1
B y
M
O D
X M
A N
:1
:2
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
S T
R U
C T
U R
E -P
L A
N S T x S c .d g
S-102
L
IE
J
O E H
O N
Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
C h ie f, E n g in e e ri n g B ra n c h
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
Z .R .H
B .P
M .S .P
M A
R K S P
E T
E R
S O
N P .E
R e s p o n s ib le D e s ig n E n g in e e r
S C
O T
T L
E
IM
E R P .E
C h ie f, S tr u c tu re S e c ti o n
SCALE:3/8"=1'
0 2' 4' 6'
SCALE:3/8"=1'
0 2' 4' 6'
WALKWAY LENGTH
P L
A N A
N D E
L E
V A
T
IO
N V
IE
W
-A N
E W D
R O
P -O
U T
L E
T S
T R
U C
T U
COLUMN
SPLICES, TYP.
9"
42" O.D.
B
A
S-105
J
C S-105
S-105
W8X58 C.L.
CONCRETE FOOTING/SLAB REINFORCINGE
7'-2"
1'-2"4'-0"1'-2" 6"
4 1/2 "
5"
1'-7"
1'-7"
1'-7"
1'-7"
5"
3 SPACED @16"
2'-0"
5'-2"5'-2"
3 BAY PLAN
3 SPACED @16"
5'-2"
3 1/4 "
1'-5 1/2 "
3 1/4 "
#4 REBAR 3" CLEAR COVER TYPICAL
#4 REBAR 3" CLEAR COVER TYPICAL
S-103
S-103
2"x2"x1/4"
NOTES:
1. SEE SIDE VIEW ON S-104 AND ELEVATION VIEW ON S-102 FOR DETAILS ON 2 X 2 X 1/4 " SPLICES.
W8X58 C.L.
2"x2"x1/4"
18'-5"
6"
4 1/2 " of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
S -1
B y
M
O D
X M
A N
:1
:2
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
A c ro s s S a n A n to n io B a y
P la n s -S
C
IW
W -1
-1
S T
R U
C T
U R
E -P
L A
N S T x S c .d g
S-103
L
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IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
C h ie f, E n g in e e ri n g B ra n c h
P
IP
E L
IN
E D
R E
D G
IN
G G
IW
W A
C R
O S
S S
A N A
N T
O N
IO
B
A Y
G U
L F I
N T
R A
C O
A S
T A
L W
A T
E R
W A
Y T
E X
A S
C O
L O
N E
L E
N
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
O T
H Y R
V A
IL
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A U
G U
S T
Z .R .H
B .P
M .S .P
M A
R K S P
E T
E R
S O
N P .E
R e s p o n s ib le D e s ig n E n g in e e r
S C
O T
T L
E
IM
E R P .E
C h ie f, S tr u c tu re S e c ti o n
OUTLET PIPE SECTION
2' 4'0 1'
SCALE:1/2"=1'-0"
2. EXCAVATION AND BACKFILING MAY BE REQUIRED.
OF THE ADJACENT AREAS.
PREVENTION AREA SHALL MATCH THE PROFILES
1. THE FINISHED EROSION PROTECTION
NOTE:
F O
U N
D A
T
IO
N D
E T
A
IL
S
C O
N C
R E
T E F
O O
T
IN
G
-A N
E W D
R O
P -O
U T
L E
T S
T R
U C
T U
NTS
S-104
42" O.D. STEELPIPE
3'-0"3'-0"
9'-6"
SATISFACTORY
ON-SITE MATERIALS
2'-0"
4"X4"X5'
TIMBERS
1'-0" 2'-0"
15'
SPLICE WITH FULL PEN. WELD
NEW EFFLUENT PIPE
1. WALKWAY GRATING PANEL SHALL BE SECURED WITH A MINIMUM OF 4 ANCHORS LOCATED AT THE CORNERS.
DISTANCE AS SHOWN ON S-101
W8X58
W8X18
C8X13.75
EL. 14.0'
HANDRAIL
4'-0", TYP.
1'-0"
4"x4"X3/8"
MIN. 28 -INCH DIA.
CONCRETE
BACKFILL
OVER PIPE
W8X40
3'-6"
CONC. SLAB 3.5'X3.5'X1'
#3 REBAR @ 12" W/ 3" CLEAR COVER
ON BOTH DIRECTION
EL. 18.0'
EL. 9.0'
AS REQ'D.
AS REQ'D.
1% SLOPE TO DRAIN
13'-0"13'-0"
HANDRAIL
METAL
GRATING
P.V.C. SHEET PILE
(20.7 ' x 15' TOTAL AREA)
EXISTING EL. VARIES
GAVANIZED 1/4"
HINGE PLATE
EL. VARIES
SEE TABLE ON S-101
1'-9" 3'-6"
4' 4'
40'
EL. 2.6'
OVER PIPES
2-0' MIN. FILL
42" O.D. STEEL PIPE, 1/2" THICK
C5X9
TYP.
3/16
1-1/4" METAL
GRATING
(MEMBER POSITION )
M A
X
/4
4" X 4" X 3/8"
W 8 x 40
C 5 x 9
4" X 4" X 3/8" N.S. & F.S.
2-1/2" X 2-1/2" X3/8"
HANDRAIL
POST
3/16
TYP.
3/16
TYP.
3/16
TYP.
SIDE VIEW
HAND RAIL
2'-0"
3'-6"
1'-9"
1-1/4" x 3/8"
(HEIGHT X THICKNESS)
WALKWAY GRATING
W8X18
WT 5 X 15
C5X9 STRINGER
METAL GRATING
WALKWAY
4" X 4" X 3/8"
3/16
TYP.
TYP.
TOP ONLY
C8X13.75
HINGE PLATE
HINGE CONNECTION
VERTICAL HANDRAIL
2-1/2" X 2-1/2" X3/8"
3/16
TYP.
C5X9 STRINGER
TYP.METAL
GRATING
(MEMBER
POSITION)
1'-0"1'-0"HANDRAIL POST
BEYOND
( 2-1/2" X 2-1/2" X 3/8")
4" X 4" X 3/8" X 2'-1"
N.S. & F.S.
/4
M A
X
C5 x 9 EQUAL SPACES @ 4'-0" O.C
C5x9 STRINGER (TYP.)
HANDRAIL 2-1/2"X2-1/2"X3/8"
METAL GRATING
SPANS THIS DIRECTION
HANDRAIL POSTS EQUAL SPACES @ 4'-0" O.C. MAX.
HANDRAIL 2-1/2"X2-1/2"X3/8"
REINFORCING
CONCRETE SLAB
3'-6"
3'-6"
4'-0"
5'-2"
6"
2-1/2"X2-1/2"X3/8"HANDRAIL
TO BE WELDED TO WT 5X15
AT WALKWAY CONNECTION
HINGE PLATE
4"X4"X 3/8"X5'-6" of Engineers U.S. Army Corps
Galveston District
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Drawing No.:
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S-104
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Z A P .E
IWW 1150-1141SWG FILE NO. W912HY19B0025
SOLICITATION NO.:
C h ie f, E n g in e e ri n g B ra n c h
P
IP
E L
IN
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D G
IN
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R e s p o n s ib le D e s ig n E n g in e e r
S C
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C h ie f, S tr u c tu re S e c ti o n
PIPE WELD
DETAIL (TYP.)
N.T.S.
NEW PIPE
24"
CJP. (SEE NOTE 1)
NEW PIPE
NOTES:
1. SECTIONS OF PIPES SHALL BE WELDED TOGETHER
USING COMPLETE JOINT PENETRATION…
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