W912HY19B0037-Plans_-_SIGNED_-_2019-08-19.pdf
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- MAINTENANCE PIPELINE DREDGING GIWW FY19 CORPUS CHRISTI TO PORT ISABEL AND THE CHANNEL TO HARLINGEN
- Solicitation number
- W912HY19B0037
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PLANS
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| File | Type | Posted |
|---|---|---|
| Final_Abstract_of_Offers__W912HY19B0037.pdf | ||
| AMD0003_(002).pdf | ||
| amend_0001.pdf | ||
| amend_0002.pdf | ||
| W912HY19B0037_-_AMENDMENT_0001.pdf | ||
| W912HY19B0037-Specs_-_SIGNED_-_2019-08-19.pdf |
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F il e
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ARMY
QUALITY
Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY19B0037
GULF INTRACOASTAL WATERWAY, TEXAS
PIPELINE DREDGING
IWW 1175-278
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
CORPUS CHRISTI TO PORT ISABEL
AND CHANNEL TO HARLINGEN
of Engineers U.S. Army Corps
Galveston District
G A
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
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R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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A S
STA. 1973+333± CP&L LINE
1718+000
1726+400
1728+000
1736+400
1738+000
1746+400
1748+000
1756+400
1776+400
1778+000
1786+400
1788+000
1792+900
1794+500
1807+200
1807+200
1938+500
1951+400
1954+000
1965+900
S
°9 '5 3"
E
S
°9 '5 3"
E
S
°9 '5 3"
E
S1 8°
7'
"E
S1 8°
7'
"E
S 3°
'3 "E
S 3°
'3 "E
S2 2°
'1 0"
E
S1 8°
'4 "E
S1 8°
'4 "E
S2 7°
'40
"E
S2 7°
'40
"E
S5 2° '28
"W
S62°29'22"W
S67°14'8"E
S1 8°
7'
"E
AR
EA
N O . 2
PLAC
EM
EN
T
1799+300
1800+700
1987+000
1988+500
S1 8°
7'
"E
1000'
P L A
C E
M E
N T A
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A N
O
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LW
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PENIN
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EXIS
TIN
G
PLACEMENT A
REA
NO.
PLACEMENT A
REA
NO.
C1-101
C1-102
C1-103
C2-104
C2-102
C1-104
C2-101
C2-103
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
SERVICES FOR EACH SECTION TO BE DREDGED AND AT EACH PLACEMENT AREA.
9. CONTRACTOR TO PROVIDE VERIFICATION TO GOVERNMENT OF REQUEST FOR UTILITY LOCATION
8. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
IN THE SPECIFICATIONS.
VISIT SHOULD BE MADE TO VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED
LOCATION AS OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN MOVED. SITE
2016, UNLESS OTHERWISE NOTED. OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT
7. AERIAL IMAGERY SOURCED FROM THE NATIONAL AGRICULTURE IMAGERY PROGRAM (NAIP), DATED
6. ALL CHANNEL END SLOPES SHALL BE EQUAL TO ADJACENT CHANNEL SIDE SLOPES.
CONTRACTOR UPON REQUEST IN WRITING.
5. ADDITIONAL CONTROL POINTS AND ALIGNMENT DATA (IF AVAILABLE) WILL BE FURNISHED TO THE
SOUTH ZONE, U.S. SURVEY FEET.
4. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE PLANE, NAD83, TEXAS
REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
3. ELEVATIONS FOR PLACEMENT AREA WORK INCLUDING DROP OUTLET STRUCTURES ARE
WATER DATUM (LWD).
2. ELEVATIONS IN THE ARROYO COLORADO (CHANNEL TO HARLINGEN) ARE REFERENCED TO LOW
ARE REFERENCED TO MEAN LOWER LOW WATER DATUM (MLLW), AND TO LOW WATER DATUM (LWD).
1. ELEVATIONS FOR DREDGING AND CHANNEL WORK IN THE GULF INTRACOASTAL WATERWAY (GIWW)
A N
D G
E N
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A L N
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IN
D
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IN
G S L E
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N D
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N P
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IN
IT
Y M
A P
SCALE IN MILES
PLAN
5 10 15
C2-106 C2-105
VICINITY MAP
GALVESTON
HOUSTON
FREEPORT
MATAGORDA
DALLAS
FT.
WORTH
AUSTIN
SAN ANTONIO
CORPUS
CHRISTI
BROWNSVILLE
ARK.
LA.
T E X A S
100 0 100 200
SCALE OF MILES
ARTHUR
PORT
PECOS
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IV
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E S
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R
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IV
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MEXICO
OKLAHOMA
MEXICO
Mexico
Gulf of
LOCATION
PROJECT
Galveston District
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C h e c k e d b y
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S c a le
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C h e c k e d b y
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SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
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<-- GREEN - RED --->
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E L E
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<-- GREEN - RED --->
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<-- GREEN - RED --->
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<-- GREEN - RED --->
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<-- GREEN - RED --->
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1772+000
1777+000 1783+000 1789+000
1776+000 1782+000 1788+000
1775+000 1781+000 1787+000
1774+000 1780+000 1786+000
1773+000 1779+000 1785+000
1778+000 1784+000
-20
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0 50-50-100 100
C L
0 50-50-100 100
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0 50-50-100 100
C L
0 50-50-100 100 0 50-50-100 100 0 50-50-100 100
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
125.00'
62.50'62.50'
125.00'
62.50'62.50'
OVERDEPTH
-2' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
OVERDEPTH
-2' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
S T
A T
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Galveston District
G A
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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
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C h e c k e d b y
D e s c ri p ti o n
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Drawing No.:
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SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
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A re a E n g in e e r
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<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
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1790+000
1795+000 1801+000 1988+000
1794+000 1800+000 1987+000
1793+000 1799+000 1986+000
1792+000 1798+000 1985+000
1791+000 1797+000 1802+194
1796+000 1802+000
0 50-50-100 100
C L
0 50-50-100 100
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0 50-50-100 100 0 50-50-100 100 0-50-100 50 100
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ELEVATIONS FROM STA. 1985+000 TO 1988+000 ARE REFERENCE TO MEAN LOWER LOW WATER DATUM (MLLW).
2. ELEVATIONS FROM STA. 1790+000 TO 1802+194 ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
3. SOUNDINGS AS OF JUNE 2019.
OVERDEPTH
-2' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
62.50'62.50'
125.00'
OVERDEPTH
-2' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
137.50'137.50'
275.00'
62.50'62.50'
125.00'
NO DREDGING BETWEEN STA. 1802+194 TO STA. 1985+000
C L
C L L
C
A N
D S
T A T
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T A
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Galveston District
G A
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T O
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C O
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A p p ro v a l R e c o m m e n d e d
S c a le
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
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Drawing No.:
F il e
M o d e l
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A
M D a te
T im e
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C A
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IW
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C t o P tI s a b e l a n d C
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SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
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P A
B L
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A N
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M
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H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
C O
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U .S
A R
M Y
C O
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A N
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IN
G
T
IM
O T
H Y R
V A
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P R
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H E D
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E C
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N O
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C1-303
P
IP
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IN
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D G
IN
G A
N D C
H A
N N
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O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
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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
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
1989+000
1992+600
1992+000
1990+000
<-- GREEN - RED --->
1991+000
C L
E L E
V A
T
IO
N I
N U .S F
E E
T
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
0 50-50-100 100
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
E L E
V A
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N I
N U .S F
E E
T
200150 250-200-250 -150
0 50-50-100 100 200150 250-200-250 -150
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW) DATUM.
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
OVERDEPTH
-2' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
137.90'137.90'
275.80'
199.65'199.65'
399.30'
199.65'199.65'
399.30'
168.32'168.32'
336.65'
92.27'92.27'
184.55'
OVERDEPTH
-2' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
S T
A T
O S
T A
C R
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
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S O
F E
N G
IN
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R S
U .S
A R
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IN
E E
R D
IS
T R
IC
T
G A
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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
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Drawing No.:
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M o d e l
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T im e
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IW
W -2
C
C t o P tI s a b e l a n d C
T H
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IW
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R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
C O
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A L
IG
N M
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A T
A
A N
D T
ID
E S
T A
F F D
A T
A C
H A
N N
E L T
O H
A R
L
IN
G E
N
A R
R O
Y O C
O L
O R
A D
O
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
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T O
N
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
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Drawing No.:
F il e
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SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
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P A
B L
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A N
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M
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H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
C O
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<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
50+00
60+00
70+00
80+00
90+00
100+00
126+00
130+00
140+00
150+00
160+00
166+00
204+00
210+00
220+00
230+00
240+00
250+00
0 50-50-100 100
C L
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C L
0 50-50-100 100
C L
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N I
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E E
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-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
0 50-50-100 100 0 50-50-100 100 0-50-100 50 100
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
E L E
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N I
N U .S F
E E
T
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
OVERDEPTH
-1' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
62.50'62.50'
125.00'
-13' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-1' ALLOWABLE
62.50'62.50'
125.00'
1 1
62.50'62.50'
125.00'
62.50'62.50'
125.00'
NO DREDGING BETWEEN STA. 100+00 TO STA. 126+00
NO DREDGING BETWEEN STA. 100+00 TO STA. 126+00 NO DREDGING BETWEEN STA. 166+00 TO STA. 204+00
NO DREDGING BETWEEN STA. 166+00 TO STA. 204+00
S T
A T
O S
T A
C R
O S
S S
E C
T
IO
N S
137.5'62.5'
200'
Galveston District
G A
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T O
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A S
C O
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IN
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G A
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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
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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
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C t o P tI s a b e l a n d C
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SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
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P A
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M
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R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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T A
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A S
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
254+00
486+00
490+00
500+00
510+00
520+00
530+00
536+00
540+00
550+00
560+00
570+00
573+00
1286+00
1290+00
1300+00
1310+00
1320+00
0 50-50-100 100
C L
0 50-50-100 100
C L
0 50-50-100 100
C L
E L E
V A
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N I
N U .S F
E E
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-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
0 50-50-100 100 0 50-50-100 100 0-50-100 50 100
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
-20
-10
E L E
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3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
OVERDEPTH
-1' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
62.50'62.50'
125.00'
OVERDEPTH
-1' ALLOWABLE
(REQ'D DEPTH)
-2' ADV. MAINT.
-13' AUTH. DEPTH
62.50'62.50'
125.00'
NO DREDGING BETWEEN STA. 254+00 TO STA. 486+00 NO DREDGING BETWEEN STA. 573+00 TO STA. 1286+00
S T
A T
O S
T A
C R
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S S
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Galveston District
G A
L V
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T O
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IN
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U .S
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G A
L V
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T O
N
A S S
H O
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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
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Drawing No.:
F il e
M o d e l
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W
C A
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IW
W -2
C
C t o P tI s a b e l a n d C
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SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
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<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
1330+00
1336+00
1362+00
1364+00
<-- GREEN - RED --->
<-- GREEN - RED --->
1366+00
1369+00
0 50-50-100 100
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-20
-10
E L E
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3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
-13' AUTH. DEPTH
(REQ'D DEPTH)
-4' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
1 1
127.39'127.39'
254.78'
-13' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-1' ALLOWABLE
1 1
62.50'62.50'
125.00'
-13' AUTH. DEPTH
(REQ'D DEPTH)
-4' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
62.50'62.50'
125.00'
127.39'127.39'
254.78'
-13' AUTH. DEPTH
(REQ'D DEPTH)
-2' ADV. MAINT.
OVERDEPTH
-1' ALLOWABLE
NO DREDGING BETWEEN STA. 1336+00 TO STA. 1362+00
S T
A T
O S
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Galveston District
G A
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G A
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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
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Drawing No.:
F il e
M o d e l
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E
A S T S
ID
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K B y
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T im e
W
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IW
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C
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.d
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
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A N
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A re a E n g in e e r
P A
B L
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N A
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A N
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M
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H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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
A U
G U
S T
C2-304
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
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
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
7550-25-50 25 100
0 7550-25-50 25 100
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
CL
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
62.5' B
U L
K H
E A
B U
L K
H E
DREDGE LINE
GOVERNMENT (TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
62.5'
1355+56.28
1356+00
1357+00
C L
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
GOVERNMENT
62.5'
62.5'
DREDGE LINE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1358+00
1359+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
CHANNEL TO HARLINGER
OVERDEPTH
-1.0' ALLOWABLE
-15.0' REQUIRED DEPTH
40.65'
59.72'
94.45'
123.83'
146.94'
CHANNEL TO HARLINGER
OVERDEPTH
-1.0' ALLOWABLE
-15.0' REQUIRED DEPTH
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
20.14'
1355+00
-100-125
-100-125
-175
-175 -75-150
-75-150
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
0 7550-25-50 25-100 -75-125-175 -150-200-225
0 7550-25-50 25-100-125-175 -75-150-225 -200
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
EAST TOE EAST TOE
S T
A T
O S
T A
E A
S T S
ID
E D
O C
K C
R 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
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
E
A S T S
ID
E D
O C
K B y
M
O D
X M
A N
:5
:2
A
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
C
C t o P tI s a b e l a n d C
T H
P la n s -S
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
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O E H
O N
Z A P .E
W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
M
M D
G
A N
S
A re a E n g in e e r
P A
B L
O H
E R
N A
N D
E Z P .E
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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
A U
G U
S T
C2-305
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1360+00
C L
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
62.5'
DREDGE LINE
GOVERNMENT
62.5'
1362+00
1363+00
GOVERNMENT
DREDGE LINE
1364+00
1361+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
FROM FENDER
5' BUFFER ZONE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
164.69'
164.69'
186.31'
122.41'
57.73'
1365+00
CHANNEL TO HARLINGER
-17.0' REQUIRED DEPTH
OVERDEPTH
-2.0' ALLOWABLE
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
CHANNEL TO HARLINGER
-17.0' REQUIRED DEPTH
OVERDEPTH
-2.0' ALLOWABLE
0 50-25-50 25-100-125-175 -75-150 0-25-50-100 -75-125-175 -150-200
E L E
V A
T
IO
N I
N U .S F
E E
T
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
0-25-50 25-100-125-175 -75-150-2000 50-25-50 25-100-125-175 -75-150
-20
-15
-10
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
-20
-15
-10
-5
-20
-15
-10
-5
-225-250 -200-275
-225-250 -200-275
130.0'
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
CL
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
200.0'
200.0'
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
25-225-275 -250
-225-250
GOVERNMENT
DREDGE LINE
EAST TOEEAST TOE
EAST TOE
S T
A T
O S
T A
E A
S T S
ID
E D
O C
K C
R O
S S S
E C
T
IO
N
61.62'
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
E
A S T S
ID
E D
O C
K B y
M
O D
X M
A N
:5
:2
A
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
C
C t o P tI s a b e l a n d C
T H
P la n s -S
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
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O E H
O N
Z A P .E
W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
M
M D
G
A N
S
A re a E n g in e e r
P A
B L
O H
E R
N A
N D
E Z P .E
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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
A U
G U
S T
C2-306
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
C L
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
DREDGE LINE
GOVERNMENT
200.0'
B U
L K
H E
FROM FENDER
5' BUFFER ZONE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
CHANNEL TO HARLINGER
OVERDEPTH
-1.0' ALLOWABLE
-15.0' REQUIRED DEPTH
1367+74.42
1367+00
CHANNEL TO HARLINGER
OVERDEPTH
-1.0' ALLOWABLE
-15.0' REQUIRED DEPTH
B U
L K
H E
FROM FENDER
5' BUFFER ZONE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
0 50-25-50 25-100-125-175 -75-150
E L E
V A
T
IO
N I
N U .S F
E E
T
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
0 50-25-50 25-100-125-175 -75-150
E L E
V A
T
IO
N I
N U .S F
E E
T
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
200.0'
-200-250-275 -225-300
-200-250-275 -225-300
EAST TOE
200.0'1366+00
CHANNEL TO HARLINGER
-15.0' REQUIRED DEPTH
B U
L K
H E
FROM FENDER
5' BUFFER ZONE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
OVERDEPTH
-1.0' ALLOWABLE S
T
A T
O S
T A .4
E
A S
T S
ID
E D
O C
K C
R O
S S S
E C
T
IO
N S
70.06'
64.43'
67.68'
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
S
U G
A R D
O C
K B y
M
O D
X M
A N
:5
:2
A
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
C
C t o P tI s a b e l a n d C
T H
P la n s -S
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
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O E H
O N
Z A P .E
W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
M
M D
G
A N
S
A re a E n g in e e r
P A
B L
O H
E R
N A
N D
E Z P .E
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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
A U
G U
S T
C2-307
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
CL
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
62.5'
1360+00
DREDGE LINE
GOVERNMENT
C L
DREDGE LINE
GOVERNMENT
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1361+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
62.5' 200.0'
130.0'
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
1362+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1363+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1364+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1365+00
CHANNEL TO HARLINGER
-17.0' REQUIRED DEPTH
OVERDEPTH
-2.0' ALLOWABLE
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLECHANNEL TO HARLINGER
-17.0' REQUIRED DEPTH
OVERDEPTH
-2.0' ALLOWABLE
33.43'
80.96'
129.12'
124.02'
58.05'
57.93'
0 7550-25-50 25 100-75 0 7550-25-50 25-75
E L E
V A
T
IO
N I
N U .S F
E E
T
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
0 7550-25-50 25-750 7550-25-50 25 100-75
E L E
V A
T
IO
N I
N U .S F
E E
T
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
100 125 150
100 125 150150125
150125
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
200.0'
-125 -100
WEST TOEWEST TOE
GOVERNMENT
DREDGE LINE
WEST TOE
S T
A T
O S
T A
S U
G A
R D
O C
K C
R 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
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
S
U G
A R D
O C
K B y
M
O D
X M
A N
:5
:2
A
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
C
C t o P tI s a b e l a n d C
T H
P la n s -S
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
IE
J
O E H
O N
Z A P .E
W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
M
M D
G
A N
S
A re a E n g in e e r
P A
B L
O H
E R
N A
N D
E Z P .E
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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
A U
G U
S T
C2-308
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
CL
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
200.0'
1366+00
DREDGE LINE
GOVERNMENT
CL
DREDGE LINE
GOVERNMENT
1367+00
200.0'
200.0'
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
1368+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1368+75.40
CHANNEL TO HARLINGER
-17.0' REQUIRED DEPTH
OVERDEPTH
-2.0' ALLOWABLE
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
CHANNEL TO HARLINGER
-17.0' REQUIRED DEPTH
OVERDEPTH
-2.0' ALLOWABLE
57.84'
57.77'
57.65'
57.58'
0 7550-25-50 25 100-75 0 7550-25-50 25-75
E L E
V A
T
IO
N I
N U .S F
E E
T
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
0 7550-25-50 25-750 7550-25-50 25 100-75
E L E
V A
T
IO
N I
N U .S F
E E
T
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
200.0'
-150-175-200 -100-125 -150-175-200 -100-125
-150-175-200 -100-125 -150-175-200 -100-125
WEST TOE
WEST TOE
S T
A T
O S
T A .4
S
U G
A R D
O C
K C
R 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
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
H
E L E
N A D
O C
K B y
M
O D
X M
A N
:5
:2
A
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
C
C t o P tI s a b e l a n d C
T H
P la n s -S
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
M
M D
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A N
S
A re a E n g in e e r
P A
B L
O H
E R
N A
N D
E Z P .E
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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
A U
G U
S T
C2-309
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
CL
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
62.5'
1352+00
DREDGE LINE
GOVERNMENT
SOUTH TOE
CL
1353+00
62.5'
62.5'
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
1354+00
1355+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1356+20.11
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
1357+00
62.5'
DREDGE LINE
GOVERNMENT
SOUTH TOE
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
40.07'
115.21' 30.36'
100.40'
122.91'
83.78'
-15.0' REQUIRED DEPTH
OVERDEPTH
-1.0' ALLOWABLE
CHANNEL TO HARLINGER
-15.0' REQUIRED DEPTH
OVERDEPTH
-1.0' ALLOWABLE
CHANNEL TO HARLINGER
0 7550-25-50 25 100-75 0 7550-25-50 25-75
E L E
V A
T
IO
N I
N U .S F
E E
T
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
0 7550-25-50 25-750 7550-25-50 25 100-75
E L E
V A
T
IO
N I
N U .S F
E E
T
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
100 125
100 125
S T
A T
O S
T A
H E
L E
N A D
O C
K C
R 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
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
C
E M
E X
V A
L E
R O D
O C
K B y
M
O D
X M
A N
:5
:3
A
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
C
C t o P tI s a b e l a n d C
T H
P la n s -S
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
M
M D
G
A N
S
A re a E n g in e e r
P A
B L
O H
E R
N A
N D
E Z P .E
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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
A U
G U
S T
C2-310
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
CL
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
62.5'
DREDGE LINE
GOVERNMENT
SOUTH TOE
CL
1337+00
62.5'
62.5'
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
1338+00 1341+00
62.5'
DREDGE LINE
GOVERNMENT
SOUTH TOE
1336+81 1339+72.90
1340+00
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
78.32'
78.32'
80.49'
84.40'
84.84'
87.01'
-15.0' REQUIRED DEPTH
OVERDEPTH
-1.0' ALLOWABLE
CHANNEL TO HARLINGER
-15.0' REQUIRED DEPTH
OVERDEPTH
-1.0' ALLOWABLE
CHANNEL TO HARLINGER
0 7550-25-50 25 100-75 0 7550-25-50 25-100 -75
E L E
V A
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N I
N U .S F
E E
T
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
0 7550-25-50 25-100 -750 7550-25-50 25 100-75
E L E
V A
T
IO
N I
N U .S F
E E
T
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
100 125
100 125
S T
A T
O S
T A
V A
L E
R O C
E M
E X D
O C
K C
R 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
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
C
E M
E X
V A
L E
R O D
O C
K B y
M
O D
X M
A N
:5
:3
A
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
C
C t o P tI s a b e l a n d C
T H
P la n s -S
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
M
M D
G
A N
S
A re a E n g in e e r
P A
B L
O H
E R
N A
N D
E Z P .E
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
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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
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F
A U
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S T
C2-311
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
CL
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
62.5'
DREDGE LINE
GOVERNMENT
SOUTH TOE
CL
1343+00
62.5'
62.5'
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
1344+00
62.5'
DREDGE LINE
GOVERNMENT
SOUTH TOE
1342+00
1346+00
1345+00
1347+10.90
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
89.19'
91.36'
80.32'
68.49'
70.43'
86.99'
-15.0' REQUIRED DEPTH
OVERDEPTH
-1.0' ALLOWABLE
CHANNEL TO HARLINGER
-15.0' REQUIRED DEPTH
OVERDEPTH
-1.0' ALLOWABLE
CHANNEL TO HARLINGER
0 7550-25-50 25 100-75 0 7550-25-50 25-75
E L E
V A
T
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N I
N U .S F
E E
T
-5
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
0 7550-25-50 25-750 7550-25-50 25 100-75
E L E
V A
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IO
N I
N U .S F
E E
T
-20
-15
-10
-5
-20
-15
-10
-5
-20
-15
-10
-5
100 125
100 125
S T
A T
O S
T A .9
V
A L E
R O C
E M
E X D
O C
K C
R 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
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
C
E M
E X
V A
L E
R O D
O C
K B y
M
O D
X M
A N
:5
:3
A
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
C
C t o P tI s a b e l a n d C
T H
P la n s -S
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d
L
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O E H
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Z A P .E
W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
J L
M
M D
G
A N
S
A re a E n g in e e r
P A
B L
O H
E R
N A
N D
E Z P .E
A N
D R
E W S
M
IT
H P .E
R e s id e n t E n g in e e r
C h ie f, E n g in e e ri n g B ra n c h
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
A U
G U
S T
C2-312
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
E L T
O H
A R
L
IN
G E
N C
O R
P U
S C
H R
IS
T I T
O P
O R
T I S
A B
E L
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
3. SOUNDINGS AS OF JUNE 2019.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD).
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS.
NOTES:
5. RESPONSIBLE SURVEYOR - G.REYES
4. DISTANCE ARE IN U.S. SURVEY FEET.
CL
T U
R N
IN
G B
A S
IN
C H
A N
N E
L T
O H
A R
L
IN
G E
N
62.5'
DREDGE LINE
GOVERNMENT
SOUTH TOE
62.5'
1350+00
1348+00
1348+83.88
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
B U
L K
H E
A D
(TYP.)
SYSTEM
FROM FENDER
5' BUFFER ZONE
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
-15.0' REQUIRED DEPTH
OVERDEPTH
-1.0' ALLOWABLE
CHANNEL TO HARLINGER
OVERDEPTH
-2.0' ALLOWABLE
-14.0' REQ'D DEPTH
87.68'
88.38'
49.08'
-15.0' REQUIRED DEPTH
OVERDEPTH
-1.0' ALLOWABLE
CHANNEL TO HARLINGER
0 7550-25-50 25 100-100-125-175 -75-150
E L E
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-20
-15
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-10
0 7550-25-50 25 100-100-125-175 -75-150
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Galveston District
G A
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
G -0
B y
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:2
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M D a te
T im e
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IW
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L
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
C h ie f, E n g in e e ri n g B ra n c h
C O
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C3-001
P
IP
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IN
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IN
G A
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H A
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A R
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A B
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0+50.00
<-- OUTSIDE - INSIDE --->
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<-- OUTSIDE - INSIDE --->
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<-- OUTSIDE - INSIDE --->
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<-- OUTSIDE - INSIDE --->
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
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<-- OUTSIDE - INSIDE --->
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<-- OUTSIDE - INSIDE --->
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0 20 40 60 80 100 120 140 160-20-40-60-80-100-120
<-- OUTSIDE - INSIDE --->
1 3
1 3
EXISTING DIKECL
EXISTING DIKECL
EXISTING DIKECL
EXISTING DIKECL
EXISTING DIKECL
EXISTING DIKECL
EXISTING DIKECL
EXISTING DIKECL
NEW DIKECL
NEW DIKECL
NEW DIKECL
NEW DIKECL
NEW DIKECL
NEW DIKECL
NEW DIKECL
NEW DIKECL
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 80 100 120 140 160-20-40-60-80-100-120
104+06.49
<-- OUTSIDE - INSIDE --->
RASIED STRUCTURE
11'-5.8"
NEW DIKECL
EXISTING DIKECL
27'-0"
EXISTING 36" D
IAMETER PIPE
5'-0"
EL+ 16'
EL. +61
EL+ 56'
10'-0"
10'-0"
5'-2.13"
12'-7.43"
10'-0"
10'-2.3"
12'-1.53"
10'-3.18"
10'-0"
12'-3.78"
14'-0"
10'-0"
11'-5.8"
EL. +57' (EXISTING STRUCTURE PLATFORM)
EL. +39'
104+75.00 & 0+00
S T
A .0
T
O S
T A .0
S T
A .0
T
O
O S
S S
E C
T
IO
SOLDIER PILE WALL
U.S. Army Corps
Galveston District
G A
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T O
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A S S
H O
W N
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -0
B y
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M D a te
T im e
W
C A
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IW
W -2
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C t o P tI s a b e l a n d C
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P la n s -S P
A -2
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O N
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
C h ie f, E n g in e e ri n g B ra n c h
C O
L O
N E
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U .S
A R
M Y
C O
M M
A N
D
IN
G
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H Y R
V A
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P R
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A R
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H E D
IR
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N O
F
C L
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R
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D B
B
P A
B L
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N A
N D
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A R
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IN
E E
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A U
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C3-301
P
IP
E L
IN
E D
R E
D G
IN
G A
N D C
H A
N N
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O H
A R
L
IN
G E
N C
O R
P U
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H R
IS
T I T
O P
O R
T I S
A B
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G U
L F I
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R A
C O
A S
T A
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A T
E R
W A
Y T
E X
A S
NOTE: DIKE RAISE TIE-IN AT STA. 100+00
NOTE: DIKE RAISE TIE-IN AT STA. 2+00
9'-0"
5'-0"
Galveston District
G A
L V
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A S
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T O
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A S S
H O
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
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T im e
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IW
W -2
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C t o P tI s a b e l a n d C
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P la n s -S P
A -2
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
C h ie f, E n g in e e ri n g B ra n c h
C O
L O
N E
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U .S
A R
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C3-501
P
IP
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IN
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IN
G A
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H A
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A R
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G E
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P U
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T I T
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A B
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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
10'-0"
VARIES
NEW DIKECL
EXISTING DIKECL
EL +61'
<OUTSIDE - INSIDE>
50' (MIN.)
5' (MAX.)
BORROW EXCAVATION
14'-0"
5'-0" 9'-0"
EL +61'
VARIES
NEW DIKECL
EXISTING DIKECL
<OUTSIDE - INSIDE>
VARIES
NEW DIKECL
EXISTING DIKECL
EL +61'
<OUTSIDE - INSIDE>
50' (MIN.)
5' (MAX.)
BORROW EXCAVATION
5'-0" VARIES 5'-0" - 9'-0"
LIMITS OF STRIPPING
LIMITS OF STRIPPING
LIMITS OF STRIPPING
T Y
P
IC
A L S
E C
T
IO
N S A
N D D
E T
A
IL
S
LEGEND:
= BORROW EXCAVATION
= SEMI-COMPACTED FILL
PERIMETER DIKE TYPICAL SECTION - NO.1
N.T.S.
STA. 103+75 TO 104+25
PERIMETER DIKE TYPICAL SECTION - NO.2
PERIMETER DIKE TYPICAL SECTION - NO.3
N.T.S.
STA. 0+25 TO 2+00
STA. 100+00 TO 103+00
N.T.S.
STA. 104+25 TO 0+25
STA. 103+00 TO 103+75
POTENTIAL RAINWATER PONDING.
DRAINAGE ALONG THE EXTERIOR SLOPE OF DIKE TO AVOID
1. MINOR GRADING SHALL BE PERFORMED TO ALLOW PROPER
NOTES:
Galveston District
G A
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T O
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A S S
H O
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
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M D a te
T im e
W
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IW
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
C h ie f, E n g in e e ri n g B ra n c h
C O
L O
N E
L
U .S
A R
M Y
C O
M M
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D
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H Y R
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P R
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H E D
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C L
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D B
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IN
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C3-901
P
IP
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IN
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T I T
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T A
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IT
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H O
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T
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G D
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P -O
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L E
Galveston District
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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
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Drawing No.:
F il e
M o d e l
N a m e
S -0
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M
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M D a te
T im e
W
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IW
W -2
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
C h ie f, E n g in e e ri n g B ra n c h
C O
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A R
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C O
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S3-101
P
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E L
IN
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A S
8'
8'
W8X58 TYP.
CLEXISTING DROP OUTLET STRUCTURE
EXISTING DROP-OUTLET STRUCTURE
CONCRETE SLAB. (17.5'X7.2')
5'
4'
4'
TIMBER 4"X6"X7'-10" (SEE TIMBER LAGGING ZONE ELEVATION)
6"
5'-0" 9'-0"
CL DIKE
EXISTING PIPE
EL. +56'
EL. +46'
EL. +16'
W8X58 SOLIDER PILE
STRUCTURAL CONCRETE
STRUCTURAL CONCRETE
TIMBER LAGGING
18" MINIMUM Ø
DIKE SLOPE
N.T.S.
N.T.S.
PILE AND TIMBER LAGGING WALL
DRILLED-IN SOLDIER
PLAN VIEW
DRILED-IN SOLDIER PILE AND TIMBER LAGGING WALL
DRILL 18" DIAMETER HOLE
EXISTING LEVEE
EXISTING DROP-OUTLET STRUCTURE
EL. +46'
EL. +16'
EL. +47'
EL. +44.5'
EL. + 56'
4' 8'0 2'
SCALE:1/4"=1'
5'-0"
10'-0"
EL. +61'
EL. 57.05'
PROPOSED RAISED STRUCTURE
EL. +56.5'
EXIST
ING 36
" PIP
E
27'-0"
30'-0"
CONSTRUCTION NOTES:
5'-0"5'-0"
10'-0"
4'-0"
EL. +61'
CL NEW DIKE
33'-0"
IN THE DRAWINGS
8. RAISE THE PLATFORM OF THE EXISTING DROP-OUTLET STRUCTURE AS SHOWN
REPLACEMENT OF GRATING).
GRATING (CONTRACTOR SHALL FOLLOW SPECIFICATIONS FOR
7. REMOVE AND REPLACE EXISTING GALVANIZED GRATING WITH 1 1/4" METAL
EXISTING DROP-OUTLET STRUCTURE.
REQUIRED PRIOR TO ORDERING ANY SUPPLIES FOR REHABILITATION OF
6. FIELD VERIFICATION OF EXISTING STRUCTURE DIMENSIONS SHALL BE
STEEL, ON THE DROP-OUTLET STRUCTURE.
C200A, COAL TAR-EPOXY PAINT) OF NEW ITEMS OR TOUCH UP ON EXISTING
5. CONTRACTOR SHALL FOLLOW SPECIFICATION FOR THE PAINTING (FORMULA
WORK ACTIVITIES, SHALL BE SAND BLASTED AND PAINTED AS SPECIFIED.
4. NEW COLUMN AND AREA OF THE WALKWAY, WHERE AFFECTED BY STEEL
WITH NEW COLUMNS TO SUPPORT WALKWAY AT NEW ELEVATION.
3. WALKWAY SUPPORT COLUMNS TO BE REMOVED AND REPLACED
2. EXISTING WALKWAY SHALL BE RAISED TO MATCH NEW ELEVATION.
1. EXISTING WALKWAY SHALL BE REMOVED AND REPLACED.
TIMBER LAGGING WALL
SECTION - DRILLED-IN SOLDIER PILE AND
DRILLED-IN SOLDIER PILE WALL
P L
A N V
IE
W O
F S
O L
D
IE
R P
IL
E W
A L L
A
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S S
E C
T
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N A
T S
T R
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T U
R E
EL. +39'
LEGEND:
= SEMI-COMPACTED FILL
= STRUCTURAL CONCRETE
= TIMBER
S-101 S-101
G
S-101 S-101
L
O W
L
L
F L
O W
C DIKE
1/2" PLATE
W 8 x 18
C 8 x 13.75
C
E F F
L U
E N
T P
IP
5'-2"
1'-0"
1'-0"
1'-5 1/2" 1'-5 1/2"
5'-2" 5'-2" 5'-2"
15'-6"
3'-0"
NEW PERIMETER
2-1/2"x2-1/2"x3/8"
HANDRAIL NEW PERIMETER
2-1/2"x2-1/2"x3/8"
HANDRAIL
1-1/4" NEW METAL
GRATING
SEE SPECS.
NEW METAL
GRATING
SPANS THIS
DIRECTION
NEW PERIMETER
2-1/2"x2-1/2"x3/8" HANDRAIL
4" x 4" x 5/16"
TREATED
TIMBER
3"x8"x 5'-0"
TREATED TIMBER 3"x8"x 5'-0"
NOTES:
1. WALKWAY NOT SHOWN HERE FOR CLARITY.
2. SEE WALKWAY DETAILS ON S-103.
4" x 4" x 5/16" WT 4x9
W 8 x 18
5"x5"x3/8"
C 8 x 13.75
C 8 x13.75
2-1/2"x2-1/2"x3/8"
W8X58
W 8 x 18
EL. 61.0'
EL. 57.0'
NEW HANDRAIL
SEE SPECS
1-1/4" NEW METAL GRATING
3" x 8" x 5'
TIMBERS
EL. 64.5'
of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
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A S
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T R
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G A
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C h ie f, G e o te c h /S tr u c tu re S e c ti o n
D a te
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S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
S -0
B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D p ro je c ts
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W -2
C
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W912HY19B0037
SOLICITATION NO.:
IWW 1175-278SWG FILE NO.
C h ie f, E n g in e e ri n g B ra n c h
C O
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A R
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IS
T I T
O P
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T I S
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L F I
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R A
C O
A S
T A
L W
A T
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W A
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A S
SCALE:3/8"=1'
0 2' 4' 6'
PLAN VIEW
ELEVATION VIEW
N.T.S.
P L
A N A
N D E
L E
V A
T
IO
N V
IE
W
R E
H A
B
IL
IT
A T
IO
O P -O
U T
L E
T S
T R
U C
T U
4"X4"X5/16"
W8X58, WT 4X9 &
NEW EXTENSION OF
TO EXISTING STRUCTURE
MINIMUM WORK WILL BE REQUIRED
COLUMN
SPLICES, TYP.
3'-0"
S-102 S-104
C
S-102 S-104
J
S-102 S-104
A
S-102 S-104
W8X58
W8X18
4"x4"X3/8"
W8X40
C8X13.75
MIN. 28 -INCH DIA.
CONCRETE
3 41/64 "
3'-6" 1'-9"
1'-0"
4'-0"
EL. 61.0'
27'
5'-0"
EXISTING EFFLUENT…
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