W912HY20B0021-Plans - SIGNED - 2020-07-09.pdf
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- Solicitation number
- W912HY20B0021
About this file
This solicitation package includes plans and drawings for a pipeline dredging project in Galveston Harbor and Channel in Texas. The U.S. Army Corps of Engineers Galveston District is seeking dredging services to deepen and maintain the channel between Station 1+000 to Station 22+571.34. The work includes removal of sediments to required depths per cross section drawings using a pipeline dredge and transport method. Dredged materials will be placed in the Pelican Island and San Jacinto Placement Areas as indicated on the plans. The solicitation number is W912HY20B0021 and was issued on July 10, 2020. The package provides location maps, cross sections, regulatory information and placement area details to inform contractor responses due by the solicitation response date.
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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.:
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY20B0021
PIPELINE DREDGING
GALV 301-413
employment as required by ER 1110-1-8152.
individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of
This project was designed by the Galveston District of the U.S. Army Corps
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
WILLIE JOE HONZA, P.E.
GALVESTON HARBOR AND CHANNEL, TEXAS
GALVESTON HARBOR
July 2020 of Engineers U.S. Army Corps
Galveston District
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GALV 301-413SWG FILE NO.
G-002
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A S
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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
A N
D C
O N
T R
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A B
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S G
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E R
A L N
O T
E S L E
G E
N D
IN
D
E X O
F D
R A
W
IN
G S
GENERAL NOTES
(800) 344-8377 OR ONLINE www.texas811.org
TEXAS 811
(800) 545-6005 OR ONLINE www.lonestar811.com
LONE STAR 811
PIPELINE OWNERSHIP
9. THE FOLLOWING IS FURNISHED FOR YOUR INFORMATION ONLY TO VERIFY
ONECALL OR ANY OTHER MEANS NECESSARY.
TO ANY WORK OVER OR ADJACENT TO THEIR PIPELINE/UTILITY USING
8. CONTRACTOR SHALL NOTIFY PIPELINE/UTILITY OWNERS 48 HOURS PRIOR
FOR ACCURACY.
NEED TO BE VERIFIED FREQUENTLY AGAINST THE PHYSICAL TIDE STAFFS
TIME TIDE READINGS USE PHYSICAL TIDE STAFFS. AUTO GAUGE READINGS
PRELIMINARY (FT) ONLY. AUTO GAUGE TIDES HAVE A DELAY. FOR REAL
DATUM. CLICK EITHER PLOT OR DATA ONLY UNDER UPDATE. UTILIZE
FROM AND TO DATE, STANDARD UNITS, LST/LSD TIME ZONE, AND MLLW
CLICK MORE DATA PULL DOWN MENU AND SELECT WATER LEVELS. SELECT
THE APPROPRIATE STATION ID CAN BE SEARCHED IN SEARCH WINDOW.
https://tidesandcurrents.noaa.gov/map/index.shtml?region=Texas
CURRENTS WEBSITE.
7. AUTO GAUGE TIDE STAFF DATA CAN BE LOCATED ON NOAA TIDE AND
6. NO REFERENCE LINE WILL BE ESTABLISHED BY THE GOVERNMENT.
SPECIFICATIONS.
OBSTRUCTIONS IN THE WORK AREA, AS DESCRIBED IN THE
MOVED. SITE VISIT SHOULD BE MADE TO VERIFY ANY CURRENT
OF THE TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY HAVE BEEN
OBSTRUCTIONS VISIBLE IN THE IMAGES MAY NOT BE IN THAT LOCATION AS
PROGRAM (NAIP), DATED 2016, UNLESS OTHERWISE NOTED.
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).
1. ELEVATIONS ARE REFERENCED TO MEAN LOWER LOW WATER DATUM
Galveston District
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GULF INTRACOASTAL WATERWAY
G.I.W.W.
THIS CONTRACT)
(NOT AVAILABLE
THIS CONTRACT)
(NOT AVAILABLE
THIS CONTRACT)
(NOT AVAILABLE
THIS CONTRACT)
(NOT AVAILABLE
NAVD88 EL.=6.21
Y=13,704
,558.730 X=3,312,4
51.660
PID NO. DO9994
877 132
8 B (Por t Bolivar
) TCOON
NAVD88 EL.=3.22
Y=13,691,329.996 X=3,300,922.670
PID NO. BBDP56
PELICAN W 2010
NAVD88 EL.=5.91
Y=13,684,143.820
X=3,309,227.870
PID NO. DO9996
877 1450 B (Galveston Pier 21) TCOON
NAVD88
EL.=
2.3
Y=13 ,69
3,6 07.
X=3, ,58
8.0
PID
NO.
AW570
HGCSD 6
3 1
NAVD88 E
L.=1
0.59 Y=13
,692 ,324 .190
X=3,3 15,4
29.5
PID
NO. A
W057
JJ
STA. 1+000
OF DREDGING
EASTERLY LIMIT
STA. 22+571.34
OF DREDGING
WESTERLY LIMIT
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Mexico
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LOCATION
PROJECT
Galveston District
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C .S .0
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C .S
C .S
C .S .5
C .S
C .S
C .S
C .S
C .S
N A V D 88 E
L.=2.33
Y =13,693,607.859
X =3,321,588.039
P
ID
N
O . A
W
H G
C S D 63 1986
N A V D 88 E
L.=3.22
Y =13,691,329.996
X =3,300,922.670
P
ID
N
O . B
B D P
P E
LIC
A N W
N A V D 88 E
L.=6.21
Y =13,704,558.730
X =3,312,451.660
P
ID
N
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O
LU
B 1328 B
N A V D 88 E
L.=6.21
Y =13,704,558.730
X =3,312,451.660
P
ID
N
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O
LU
B 1328 B
N A V D 88 E
L.=6.21
Y =13,704,558.730
X =3,312,451.660
P
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N
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877 1328 B (P ort B olivar) TC
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N
N A
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L .5
Y ,6 ,3 .1
X ,3 ,4 .5
P
ID
N
O A
W
JJ
N A V D 88 E
L.=5.91
Y =13,684,143.820
X =3,309,227.870
P
ID
N
O . D
O
1450 B 2002N
A V D 88 E
L.=5.91
Y =13,684,143.820
X =3,309,227.870
P
ID
N
O . D
O
877 1450 B (G alveston P ier 21) TC
O O
N
Y =13684295.10
X =3301212.33
C U R
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O . 5
P .I. S
TA
. 21+548.76
P .C S
T A .5
P .T S T
A .5
P .C S T
A .1
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T A .5
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T A .4
P .T S T
A .0
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A .0
P .T S T A .5
P .I S T A .7
P .I S T
A .0
P .I S
T A .5
P .I S
T A .3
P .I S T A .7
T=52.53'
L=104.96'
R =1000'
Y =13693945.14
X =3314446.53
C U R
V E N
O . 1
P .I. S
TA
. 2+922.09
T=154.43'
L=306.43'
R =1000'
Y =13689236.98
X =3312894.02
C U R
V E N
O . 2
P .I. S
TA
. 7+879.53
T=3208.89'
L=6017.59'
R =7000'
Y =13684599.52
X =3309548.49
C U R
V E N
O . 3
P .I. S
TA
. 13+595.36
T=809.63'
L=1617.46'
R =14000'
Y =13684189.65
X =3304804.64
C U R
V E N
O . 4
P .I. S
TA
. 17+956.71
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SCHEDULE NO. 1
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NO
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SCHEDULE
N
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O
PTI
O N
13,687,500
Y
13,685,000
Y
13,682,500
Y
13,680,000
Y
13,677,500
Y
13,675,000
Y
13,690,000
Y
,3 ,5
X
,3 ,0
X
,3 ,5
X
,3 ,5
X
,3 ,0
X
,3 ,5
X
,3 ,0
X
,3 ,5
X
,3 ,0
X
13,695,000
Y
13,697,500
Y
13,700,000
Y
13,702,500
Y
13,705,000
Y
13,707,500
Y
,3 ,0
X
,2 ,5
X
,2 ,0
X
,2 ,5
X
SCALE IN FEET
0 1,000 2,000 3,000
PLAN
13,692,500
Y
STA. 22+571.34
OF DREDGING
WESTERLY LIMIT
STA. 1+000
OF DREDGING
EASTERLY LIMIT
S T
A T
O S
T A .3
P
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ENT AREA
SAN JACINTO
C E
LL "A
C E
LL "B
C E
LL "C
THIS CONTRACT)
(NOT AVAILABLE
DISPOSAL AREA # 46
THIS CONTRACT)
(NOT AVAILABLE
SHELVES AREA
SH
ELVES
A
R
EA
SHELVES
AREA
SHELVES
A
REA
SHELVES AREA
G
ALVESTO
N C
H
AN
N
EL
Galveston District
G A
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T O
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A S
C O
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S O
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IN
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R S
U .S
A R
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IN
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G A
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T O
N
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H O
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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
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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
C A
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G a lv e s to n H a rb o r
F Y P L A
N S -S
C G
A L V -3
-4
C O
N T
R A
C T -P
L A
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C O
L O
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L
U .S
A R
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IN
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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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C h ie f, E n g in e e ri n g B ra n c h
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1+048 1+800
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408'1289.45'
408'1222.14'
408'1220.72'
408'1006.42'
595.78' 408'
638.98' 408'277'
258.86'
146.05'
682.17' 408'306.29'
725.36' 408'336.83'
5 SKEWED
5 SKEWED 3
2 SKEWED
2 SKEWED 3
1 1
2 SKEWED 3
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH1
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
C/L C/L
SURVEYED MARCH 2020
OPTION SHELVES CONSIST OF THE
41' FED. AUTH./REQ'D DEPTH AREAS LOCATED
ON THE EDGES OF THE CROSS SECTIONS
Galveston District
G A
L V
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T O
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A S
C O
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IN
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U .S
A R
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IN
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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
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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S E
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M D a te
T im e
W
C A
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G a lv e s to n H a rb o r
F Y P L A
N S -S
C G
A L V -3
-4
C O
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L A
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C O
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H Y R
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P R
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C h ie f, E n g in e e ri n g B ra n c h
W
IL
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Z A P .E
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C-302
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2+869.57
2+974.53
4+0003+200
3+8002+800 3+010
3+6002+600 3+009
3+4002+200
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552.59' 408'251.35'
466.22' 408'266.81'
423.02' 408'289.24'
408' 408'299.3'
408' 408'296.36'
291.47'
407.38' 407.37'291.33'
404.06' 404.06'268.34' 26.86'
400.57' 400.56'248.15' 51.65'
397.08' 397.07'231.95' 72.86'
393.57' 393.58'219.73' 90.5'
390.08' 390.09'211.47' 104.57'
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
2 SKEWED
2 SKEWED
407.4' 407.4'
2 SKEWED
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
C/L C/L C/L
SURVEYED MARCH 2020
OPTION SHELVES CONSIST OF THE
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
M Y E
N G
IN
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IS
T R
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T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
X
S E
C B y
M
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A N
:2
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A
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -4
G a lv e s to n H a rb o r
F Y P L A
N S -S
C G
A L V -3
-4
C O
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L A
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C O
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P R
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C h ie f, E n g in e e ri n g B ra n c h
W
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5+5014+800 6+200
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5+6005+0004+200
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386.59' 386.59'207.15' 115.1'
383.1' 383.09'206.77' 122.09'
379.6' 379.6'210.32' 123.02'
376.1' 376.11'217.79' 125.44'
372.61' 372.62'229.17' 121.81'
369.12' 369.12'242.06' 115.94'
365.62' 365.63'254.95' 110.04'
363.86' 363.86'261.46' 107.06'
362.13' 362.13'267.84' 104.14'
358.63' 358.64'280.72' 98.24'
355.15' 355.14'293.61'
351.65' 351.65'306.5' 84.75'
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
C/L C/L C/L
92.34'
SURVEYED MARCH 2020
OPTION SHELVES CONSIST OF THE
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
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R D
IS
T R
IC
T
G A
L V
E S
T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
X
S E
C B y
M
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A N
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:1
A
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -4
G a lv e s to n H a rb o r
F Y P L A
N S -S
C G
A L V -3
-4
C O
N T
R A
C T -P
L A
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C O
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U .S
A R
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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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C h ie f, E n g in e e ri n g B ra n c h
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C-304
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G A
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H A
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J U
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C R
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7+725.107+000 7+869
6+800 7+600 7+800
7+7617+4006+600
6+400 7+7607+200
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331.25' 325'428.76'
324.81' 325'416.06'
323.98' 325'409.86'
40.07'323.99' 325'409.71'
41.45'325' 325'404.77'
45.14'327.19' 327.18'396.72'
51.04'
330.68' 330.68'383.83'
56.94'334.17' 334.17'370.94'
62.84'337.67' 337.66'358.05'
68.74'341.16' 341.16'345.17'
344.66' 359.66' 74.64'332.28'
80.54'348.15' 348.15'319.39'
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
C/L C/L C/L
SURVEYED MARCH 2020
OPTION SHELVES CONSIST OF THE
Galveston District
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48.4'756.67' 325'
47.29'722.71' 325'
47.28'722.44' 325'
46.29'692.34' 325'31.07'
44.49'637.62' 325'87.54'
42.7'582.89' 325'144.01'
40.91'528.17' 325'200.49'
37.55'306.71' 425.24' 325'
424.97' 325'
372.63' 325'361'
307'
361.57' 325'373.54'
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
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1' ALLOWABLE OVERDEPTH
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1' ALLOWABLE OVERDEPTH
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41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
C/L C/L C/L
SURVEYED MARCH 2020
OPTION SHELVES CONSIST OF THE
Galveston District
G A
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233.53'
201.17'
40.72'
11.11' 517.32' 325'
459.11' 325'
191.36'536.43' 325'
174.08'582.67' 325'
144.55'590.16' 325'
109.37'603.88' 325'
88.4'625.45' 325'
55.8'667.3' 325'
51.66'688.96' 325'
51.24'694.16' 325'
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
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46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
C/L C/L
C/L
SURVEYED MARCH 2020
OPTION SHELVES CONSIST OF THE
Galveston District
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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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C A
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279.12'325' 325'122.43'
112.42' 285.56'325' 325'
286.79'325' 325'108.5'
297.47'99.27' 325' 325'
305.2'90.23' 325' 325'
310.1'325' 325'85.77'
314.83'325' 325'80.24'
314.37'80.78' 325' 325'
308.73'325' 325'87.38'
297.88'
281.78'
260.35'
99.86'
80.45'
325' 325'
407.8' 325'60.77'
363.16' 325'
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
C/L C/L C/L
SURVEYED MARCH 2020
OPTION SHELVES CONSIST OF THE
Galveston District
G A
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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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M o d e l
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M D a te
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W
C A
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F Y P L A
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C G
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T
0 200 400 600 800 900-200-400-600-800
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-60
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-20
E L E
V A
T
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N I
N U .S F
E E
T
0 200 400 600 800 900-200-400-600-800
537.5' 537.5'
536.75' 536.83'
463.78' 469.51'68.61' 44.4'
325.55' 325.88'183.8' 207.63'140.79'325' 325'154.25'
136.61'325' 325'159.04'
127.09'325' 325'170'
325' 325'184.35' 108.07'153.32'325' 325'144.63'
325' 325'135.52' 161.24'
261.67'325' 325'135.46'
267.44'325' 325'131.07'
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. / REQ'D DEPTH
2.5 2.5
C/L C/L C/L
C R
O S
S S
E C
T
IO
A T
O S
T A
SURVEYED MARCH 2020
OPTION SHELVES CONSIST OF THE
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
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E S
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
D a te
R e v
B y
Drawing No.:
F il e
M o d e l
N a m e
C -3
X
S E
C B y
M
O D
X M
A N
:2
:1
A
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -4
G a lv e s to n H a rb o r
F Y P L A
N S -S
C G
A L V -3
-4
C O
N T
R A
C T -P
L A
N S T x S c .d
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
C h ie f, E n g in e e ri n g B ra n c h
W
IL
L
IE
J
O E H
O N
Z A P .E
R A
L P
H E S
T E
IN
E R P .E P
M P
A re a E n g in e e r
R e s id e n t E n g in e e r
L A
U R
A L
Y N
N V
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A P .E
T .B .W
E .R .L
A .H
C-309
E L
IN
E D
R E
D G
IN
G
G A
L V
E S
T O
N H
A R
B O
R
G A
L V
E S
T O
N H
A R
B O
R A
N D C
H A
N N
E L T
E X
A S
J U
L Y
C R
O S
S S
E C
T
IO
A T
O S
T A .3
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
<-- GREEN - RED --->
16+404.07
17+147.07
18+764.54 21+548.76
22+571.3420+000
19+00017+000 22+000
16+000 18+000 21+000
-60
-40
-20
E L E
V A
T
IO
N I
N U .S F
E E
T
0 200 400 600 800 900-200-400-600-800
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E L E
V A
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0 200 400 600 800 900-200-400-600-800
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0 200 400 600 800 900-200-400-600-800
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0 200 400 600 800 900-200-400-600-800
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0 200 400 600 800 900-200-400-600-800
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0 200 400 600 800 900-200-400-600-800
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0 200 400 600 800 900-200-400-600-800
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0 200 400 600 800 900-200-400-600-800
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E L E
V A
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N I
N U .S F
E E
T
0 200 400 600 800 900-200-400-600-800
-60
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E L E
V A
T
IO
N I
N U .S F
E E
T
0 200 400 600 800 900-200-400-600-800
-60
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-20
E L E
V A
T
IO
N I
N U .S F
E E
T
0 200 400 600 800 900-200-400-600-800
-60
-40
-20
E L E
V A
T
IO
N I
N U .S F
E E
T
0 200 400 600 800 900-200-400-600-800
537.5' 537.5'
537.5' 537.5'537.5' 537.5'
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
1' ALLOWABLE OVERDEPTH
46' FED. AUTH. / REQ'D DEPTH
41' FED. AUTH. DEPTH
43' REQ'D DEPTH
2' ALLOWABLE OVERDEPTH
41' FED. AUTH. DEPTH
43' REQ'D DEPTH
2' ALLOWABLE OVERDEPTH
41' FED. AUTH. DEPTH
2' ALLOWABLE OVERDEPTH
43' REQ'D DEPTH
STA. 21+869
2 - 12" PIPELINES
SUBMERGED PIPELINE
STA. 21+389
1 - 24" PIPELINE
SUBMERGED PIPELINE
C/L C/L C/L
DEPTH/TEMPLATE
CHANGE
SURVEYED MARCH 2020 OPTION SHELVES DO NOT EXIST
BETWEEN STA. 15+299 TO STA. 22+571.34
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 -4
P
A B y
M
O D
X M
A N
:2
:2
A
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -4
G a lv e s to n H a rb o r
F Y P L A
N S -S
C G
A L V -3
-4
C O
N T
R A
C T -P
L A
N S T x S c .d
C O
L O
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L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
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P R
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A R
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N D
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H E D
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N O
F
C h ie f, E n g in e e ri n g B ra n c h
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IL
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IN
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M P
A re a E n g in e e r
R e s id e n t E n g in e e r
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C-401
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A S
J U
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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
C .S
C .S
C .S
C .S
C .S
C .S
NAVD88 EL.=3.22
Y=13,691,329.996
X=3,300,922.670
PID NO. BBDP56
PELICAN W
T=52.53'
L=104.96'
R=1000'
Y=13693945.14
X=3314446.53
CURVE NO. 1
P.I. STA. 2+922.09
EL. +/- 53' M
.L.L.W
STA. 21+869
2 - 12" PIPELINES
PERM
IT NO. 3427
DEVELOPM
ENT CORP.
PELICAN ISLAND
,3
,0
X
,3
,5
X
,3
,0
X
,3
,5
X
,3
,0
X
,3
,5
X
,2
,5
X
13,695,000
Y=
13,697,500
Y=
13,692,500
Y=
13,690,000
Y=
13,687,500
Y=
13,700,000
Y=
13,702,500
Y=
PELICAN ISLAND
PLACEM
ENT AREA
S H
IP
C
H A
N N
E L
T E
X A S C
IT
Y
H O
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T O
N S
H
IP
C
H A
N N
E L
B O
L
IV
A R R
O A
D S C
H A
N N E L
SCALE IN FEET
0 600 1,200 1,800
PLAN
P E
L
IC
A N I S
L A
N D
P L
A C
E M
E N
T A
R E
A
G.I.W .W.
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 -4
P
A B y
M
O D
X M
A N
:2
:2
A
M D a te
T im e
W
C A
D D p ro je c ts G
A L V -4
G a lv e s to n H a rb o r
F Y P L A
N S -S
C G
A L V -3
-4
C O
N T
R A
C T -P
L A
N S T x S c .d
C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
D
IN
G
T
IM
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H Y R
V A
IL
P R
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A R
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N D
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H E D
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F
C h ie f, E n g in e e ri n g B ra n c h
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L
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T E
IN
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M P
A re a E n g in e e r
R e s id e n t E n g in e e r
L A
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Y N
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A P .E
T .B .W
E .R .L
A .H
C-402
E L
IN
E D
R E
D G
IN
G
G A
L V
E S
T O
N H
A R
B O
R
G A
L V
E S
T O
N H
A R
B O
R A
N D C
H A
N N
E L T
E X
A S
J U
L Y
TE
LE
P H O
N E
LIN
E
GREEN SI
DE
.2
13,690,000
Y
13,692,500
Y
13,695,000
Y
13,697,500
Y
13,687,500
Y
,3 ,0
X
,3 ,5
X
,3 ,0
X
,3 ,5
X
,3 ,5
X
S A
N J
A N
C
IN
T O
P L
A C
E M
E N
T A
R E
A
SAN JACINTO
PLACEMENT AREA
N A V D 88 E
L.=10.59
Y =13,692,324.190
X =3,315,429.537
P
ID
N
O . A
W
JJ
N A V D 88 E
L.=2.33
Y =13,693,607.859
X =3,321,588.039
P
ID
N
O . A
W
H G
C S D 63 1986
STAFF
BOATHOUSE
COE
SCALE IN FEET
0 400 800 1,200
PLAN
G
ALVES
TO
N H
AR
BO
R
BO
LIVAR
R O
AD
S C
H
AN
N
EL
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S .5
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
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S .1
C .S
C .S
C .S
C .S
C .S
C .S .5
C .S
C .S
C .S
C .S
| W912HY20B0021-PLANS |
| GENERAL |
| G-001 COVER SHEET |
| G-002 INDEX OF DRAWINGS, GENERAL NOTES, LEGEND, AND CONTROL TABLES |
| G-003 LOCATION PLAN AND VICINITY MAP |
| CIVIL-SITE |
| C-101 PLAN STA. 1+000 TO STA. 22+571.34 |
| C-301 CROSS SECTIONS STA. 1+000 TO STA. 2+000 |
| C-302 CROSS SECTIONS STA. 2+200 TO STA. 4+000 |
| C-303 CROSS SECTIONS STA. 4+200 TO STA. 6+200 |
| C-304 CROSS SECTIONS STA. 6+400 TO STA. 7+869 |
| C-305 CROSS SECTIONS STA. 8+000 TO STA. 9+600 |
| C-306 CROSS SECTIONS STA. 9+752 TO STA. 11+400 |
| C-307 CROSS SECTIONS STA. 11+600 TO STA. 13+800 |
| C-308 CROSS SECTIONS STA. 14+000 TO STA. 15+600 |
| C-309 CROSS SECTIONS STA. 16+000 TO STA. 22+571.34 |
| C-401 PLACEMENT AREA PELICAN ISLAND |
| C-402 PLACEMENT AREA SAN JACINTO |
| 2020-07-09T12:07:39-0500 | |
| HONZA.WILLIE.J.1231036136 |
File details come from the government source that posted it. Updated .