W912HY19B0015-Plans_-_SIGNED_-_2019-08-20.pdf
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- Solicitation number
- W912HY19B0015
About this file
This solicitation is for maintenance dredging services of the Channel to Port Mansfield in Texas. The scope of work includes dredging approximately 13 miles of the channel to required depths, with material to be placed on beaches, in confined and unconfined placement areas. Schedule 1 will dredge from stations 0+000 to 23+800 and 35+200 to 50+000, with material placed on beaches and in placement areas 4A, 4B, 5, and 6. Option 1 will dredge from stations 23+800 to 35+200. The completion time for Schedule 1 is 12,000 cubic yards per day for dredging and 35 days for Option 1. The solicitation will be a firm-fixed price contract with estimated value over $10 million. The response date is August 19, 2019, with pre-award documents due two days after bid opening. The solicitation will be issued by the US Army Corps of Engineers Galveston District. Subcontracting goals include 50% for small business and percentages for small disadvantaged, woman-owned, Hubzone, veteran-owned, and service-disabled veteran-owned small businesses.
Plans for W912HY19B0015 FY 19 Channel to Port Mansfield Maintenance Dredging.
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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
W912HY19B0015
GULF INTRACOSTAL WATERWAY, TEXAS
PORT MANSFIELD CHANNEL
DREDGING
IWW 1175-276
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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W912HY19B0015
SOLICITATION NO.:
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SCALE IN FEET
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A D
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TEXAS
MEXICO
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
C-101C-102C-103C-104
C-105
C-106
CH. TO PORT MANSFIELD
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NAVD88 EL.=1.30
Y=16,655,077.080
X=1,369,050.840
PID NO. DP0734
(Arroyo Colorado) TCOON
877 9038 90047 A
NAVD88 EL.=11.44
Y=16,729,348.930
X=1,334,300.900
PID NO. DP0733
(Port Mansfield) TCOON
877 8490D
NAVD88 EL.=6.35
Y=16,644,295.250
X=1,329,069.570
PID NO. DP0735
(Arroyo City) TCOON
877 9108 AC 1
NAVD88 EL.=6.53
Y=16,622,584.660
X=1,382,358.340
PID NO. DP0736
(Realitos Peninsula) TCOON
877 9280 A
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 ZONE, U.S. SURVEY FEET.
2. HORIZONTAL DATUM AND DISTANCES ARE REFERENCED TO TEXAS STATE
SPECIFIED.
1. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD), UNLESS
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
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RIVER
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NEW
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OKLAHOMA
MEXICO
Mexico
Gulf of
VICINITY MAP
LOCATION
PROJECT
Galveston District
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X=1384770.36
CURVE NO. 1
P.I. STA. 0+000.00
X=1396107.930
Y=16735595.571
X=1396127.209
Y=16733668.477
X=1391368.127
Y=16732938.054
X=1391339.210
Y=16735865.835
X=1391862.971
Y=16733462.535
X=1391843.938
Y=16735389.629
.6
.0
500'
NO DISCHARGE ZONE
NO DISCHARGE ZONE
NO DISCHARGE ZONE
ODMDS NO. 1
-1
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Y=16735595.571
X=1396127.209
Y=16733668.477
X=1391368.127
Y=16732938.054
X=1391339.210
Y=16735865.835
X=1391862.971
Y=16733462.535
X=1391843.938
Y=16735389.629
.6
.0
500'
NO DISCHARGE ZONE
NO DISCHARGE ZONE
NO DISCHARGE ZONE
ODMDS NO. 1
SECTION NO. 1
SECTION NO. 2
EASTERLY LIMIT
OF DREDGING
STA. -2+000
C .S
C .S
C .S . C .S
C .S
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M A
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(SCHEDULE 1)
(SCHEDULE 1)
(N O T
AVAI
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APLACEMENT AREA NO. 3
SECTION NO. 1
SECTION NO. 2
SECTION NO. 3
SECTION NO. 4
EASTERLY LIMIT
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M A
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PLACEMENT AREA NO. 5
SECTION NO. 4
SECTION NO. 5
SECTION NO. 6
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(SCHEDULE 1)
(SCHEDULE 1)
(SCHEDULE 1)
(NOT AVAILABLE THIS CONTRACT)
(NOT AVAILABLE THIS CONTRACT)
(NOT AVAILABLE THIS CONTRACT)
SCALE IN FEET
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SECTION NO. 10
(OPTION NO. 1)
S T
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T A
P O
R T M
A N
S F
IE
L D C
H A
N N
E L
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
A re a E n g in e e r
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
:4
:1
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
E Z P .E
W
IL
L
IE
J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-104
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
P.I. STA. 43+161.23
X=1341663.85
Y=16730031.18
T=1890.10'
L=2957.64'
R=1870.45'
Y=16730031.18
X=1341663.85
S.E. WYE
P.I. STA. 43+161.23
PLACEMENT AREA NO. 6
PLACEMENT AREA NO. 7
SECTION NO. 7
SECTION NO. 10
SECTION NO. 11
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
C .S
(SCHEDULE 1)
(OPTION NO. 1)
(OPTION NO. 1)
(NOT AVAILABLE THIS CONTRACT)
SCALE IN FEET
0 500 1,000 1,500
PLAN
NOT THIS CONTRACT
FUTURE BREAK WATER,
S T
A T
O S
T A
P O
R T M
A N
S F
IE
L D C
H A
N N
E L
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
A re a E n g in e e r
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
:4
:5
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
E Z P .E
W
IL
L
IE
J
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O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-105
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
INTERSECTION
GIWW STA. 1802+194.92
PORT MANSFIELD STA. 43+161.23
1797+000
1798+000
1799+000
1800+000
1801+000
1802+000
1803+000
1804+000
1805+000
1806+000
1807+000
877 8490 D (Port Mansfield) TCOON
PID NO. DP0733
X=1,334,300.900
Y=16,729,348.930
NAVD88 EL.=11.44
+0
44+0
S T
A .8
A .1
STA.
3+
7.
3+
+0
44+000
S T
A .3
A
3+
4.
3+
6.
1+
STA.
0+
0.4
STA.
1+
4.0
S T
A .9
A .4
STA.
+9
+0
.2
A
A
1+0
1+4
(SCB) STA. 0+
180.0
(SCB) P.I.
STA. 0+5
29.19
(SCB) S
TA. 0
+57 2.71
P.I. STA. 43+161.23
S.E. WYE
X=1341663.85
Y=16730031.18
R=1870.45'
L=2957.64'
T=1890.10'
P.I. STA. 1+890.10
S.W. WYE
X=1341663.85
Y=16730031.18
R=1909.96'
L=2980.19'
T=1890.10'
P.I. STA. 1+890.10
N.W. WYE
X=1341663.85
Y=16730031.18
R=1870.45'
L=2957.64'
T=1890.10'
S .E
W Y
E P .C S
T A .4
.1
N .E
W Y
E P .C S
T A .1
S.W. WYE P.C. STA. 0+000
S.E. WYE P.T. STA. 44+228.77
N.E. WYE P.T. STA. 44+251.32N.W. WYE P.C. STA. 0+000
N .E
W Y E P .I S T A .2
S .W
W Y E P .I S T A .1
N .W . W
Y E P .I.
S
T A . 1
+8 .1
S .E . W
Y E P .I.
S
T A . 4
3+
1.
52+
53+
53+
P .C S
T A .6
P .T S T A .3
P .I S T A .7
P .I S
T A .1
S T
A
A
A
A .6
A
A
A
A
A
A
A
A
A
T=594.50'
L=1152.68'
R=1910.00'
Y=16729738.05
X=1335848.31
CURVE NO. 1
P.I. STA. 48+984.15
Y=16728164.56
X=1333794.98
CURVE NO. 2
P.I. STA. 51+534.74
S .E
W Y
E P .T S
T A .2
.1
S
T A
.W
W Y
E P .T S
T A .6
S
T A
PLACEMENT AREA NO. 7
P L
A C
E M
E N
T A
R E
A N
O
P L
A C
E M
E N
T A
R E
A N
O . 2
ISLAND
BIRD
SECTION NO. 9
WESTERLY LIMIT
OF DREDGING
STA. 50+000
M A
T C
H L
IN
E S
T A
C .S
C .S
C .S
C .S
C.S.
C .S . C .S
SECTION NO. 8
(SCHEDULE 1)
(SCHEDULE 1
C.S.
C.S.
C .S
C .S
C.
S.
C .S
C.
S.
C .S
C .S
C .S
C.S.
GREEN BEACON 27
PILING
LEGION 2
C .S
N
O T A
V A
IL
A B
L E T
H
IS
C
O N
T R
A C
T
CORRIDOR
DISCHARGE
SCALE IN FEET
0 500 1,000 1,500
PLAN
NOT THIS CONTRACT
FUTURE BREAK WATER,
S T
A T
O S
T A
P O
R T M
A N
S F
IE
L D C
H A
N N
E L
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
A re a E n g in e e r
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
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
E Z P .E
W
IL
L
IE
J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-106
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
PORT MANSFIELD STA. 43+161.23
GIWW STA. 1802+194.92 =
INTERSECTION
1799+000
1800+000
1801+000
1802+000
1803+000
1804+000
+0
44+000
S T
A
A .1
3+
3+
+0
44+000
S T
A
A
3+
4.
3+
6.
STA.
+9
+0
A .9
A
STA.
+9
+0
A
A
T=1890.10'
L=2957.64'
R=1870.45'
Y=16730031.18
X=1341663.85
S.E. WYE
P.I. STA. 43+161.23
T=1890.10'
L=2980.19'
R=1909.96'
Y=16730031.18
X=1341663.85
S.W. WYE
P.I. STA. 1+890.10
T=1890.10'
L=2957.64'
R=1870.45'
Y=16730031.18
X=1341663.85
N.W. WYE
P.I. STA. 1+890.10
S .E
W Y
E P .C S
T A .4
.1
N .E
W Y
E P .C S
T A .1
S.W. WYE P.C. STA. 0+000
S.E. WYE P.T. STA. 44+228.77
N.E. WYE P.T. STA. 44+251.32N.W. WYE P.C. STA. 0+000
N .E . W
Y E P .I.
S
T A . 4
3+
1.
S .W . W
Y E P .I.
S
T A . 1
0.
N .W . W
Y E P .I.
S
T A . 1
0.
S .E . W
Y E P .I.
S
T A . 4
3+
1.
S T
A
A
T A
.E
W Y
E P .T S
T A .2
.1
S
T A
.W
W Y
E P .T S
T A .6
PLACEMENT AREA NO. 7
ISLAND
BIRD
SECTION NO. 13
SECTION NO. 12
SECTION NO. 15
OPTION NO. 2
C.S.
C .S
C .S
OPTION NO. 2 OPTION NO. 2
OPTION NO. 2
SECTION NO. 8
SECTION NO. 14
STA. 44+251
OF DREDGING
NORTHERLY LIMIT
STA. 0+000
OF DREDGING
SOUTHERLY LIMIT
(SCHEDULE 1)
C.S.
C.S.
C.
S.
C .S
C.
S.
C .S
C .S
C .S
C .S
C .S
C.S.
GREEN BEACON 27
SCALE IN FEET
0 500 1,000 1,500
PLAN
P O
R T M
A N
S F
IE
L D W
Y E
S P
L A
N
CORRIDOR
DISCHARGE
P L
A C
E M
E N
T A
R E
A N
O . 2
NOT THIS CONTRACT
FUTURE BREAK WATER,
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
A re a E n g in e e r
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
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
E Z P .E
W
IL
L
IE
J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-301
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
-150 0-50-100 100 150
-30
-10
-20
-10
-20
-30
-10
-20
-30
-10
-20
-30
-150 0-50-100 100 150 -150 0-50-100 100 150
C L
C L
C L
50 50
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
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
-150 0-50-100 100 150 -150 0-50-100 100 150 -150 0-50-100 100 15050 50 50
6+000
7+000
8+000
9+0005+000
4+000
2+000 -2+000
-1+000
0+000
1+000
C R
O S
S S
E C
T
IO
N S
P O
R T M
A N
S F
IE
L D C
H A
N N
E L
S T
A -2
T
O S
T A
NOTES:
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD). 5. RESPONSIBLE SURVEYOR - G. REYES
3. CONDITIONS SURVEYS AS APRIL 2019.
125'125'
250'
250'
125'125'
1 1
50'50'
100'
1 1
50'50'
100'
-17' AUTH. DEPTH
-17' AUTH. DEPTH
-15' AUTH. DEPTH -15' AUTH. DEPTH
(REQ'D DEPTH)
-23' ADV. MAINT.
(REQ'D DEPTH)
-23' ADV. MAINT.
(REQ'D DEPTH)
-19' ADV. MAINT.
(REQ'D DEPTH)
-19' ADV. MAINT.
EASTERLY LIMIT OF DREDGING STA. -2+000
OVERDEPTH
-2' ALLOWABLE
3+000
OVERDEPTH
-2' ALLOWABLE
OVERDEPTH
-2' ALLOWABLE
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
A re a E n g in e e r
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
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
E Z P .E
W
IL
L
IE
J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-302
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
L
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
-150 0-50-100 100 150 -150 0-50-100 100 -150150 0-50-100 100 150
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
50 50 50 50
-150 0-50-100 100 150 -150 0-50-100 100 150 -150 0-50-100 100 -150150 0-50-10050 50 50 100 15050
C L
C L
C L
22+000
23+000
36+000
37+00021+000
20+000
19+000
18+00014+000
15+000
16+000
17+00013+000
12+000
11+000
10+000
C R
O S
S S
E C
T
IO
N S
P O
R T M
A N
S F
IE
L D C
H A
N N
E L
S T
A T
O S
T A
NOTES:
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD). 5. RESPONSIBLE SURVEYOR - G. REYES
3. CONDITIONS SURVEYS AS APRIL 2019.
-15' AUTH. DEPTH
50'50'
100'
3 3
50'50'
100'
-15' AUTH. DEPTH
(REQ.D DEPTH)
-19' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
(REQ.D DEPTH)
-19' 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
A re a E n g in e e r
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
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
E Z P .E
W
IL
L
IE
J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-303
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
-150 0-100 100 150
L
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
-150 0-50-100 100 150 -150 0-50-100 100 -150150 0-50-100 100 150
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
-50 50 50 50 50
-150 0-100 100 150 -150 0-50-100 100 150 -150 0-50-100 100 -150150 0-50-100 100 150-50 50 50 50 50
C L
C L
C L
44+000
42+000
43+000
45+000
45+051
46+000
47+000
48+000
49+000
50+00039+000
40+000
41+000
38+000
C R
O S
S S
E C
T
IO
N S
P O
R T M
A N
S F
IE
L D C
H A
N N
E L
S T
A T
O S
T A
NOTES:
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD). 5. RESPONSIBLE SURVEYOR - G. REYES
3. CONDITIONS SURVEYS AS APRIL 2019.
-15' AUTH. DEPTH
50'50'
100'
-15' AUTH. DEPTH
62.5'137.5'
200'
62.5'62.5'
125'
62.5'62.5'
125'
100'
50'50'
REQ'D. DEPTH
-19' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
REQ'D. DEPTH
-19' 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
A re a E n g in e e r
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
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
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W
IL
L
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J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-304
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
23+600
L
-150 0-100 100 150 -150 0-50-100 100 150 -150 0-50-100 100 -150150 0-50-100 100 150-50 50 50 50 50
C L
C L
C L
25+000
24+000
27+000
28+000
29+000
26+000
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
35+000
34+000
33+000
32+000
31+000
30+000
-150 0-100 100 150 -150 0-50-100 100 150 -150 0-50-100 100 -150150 0-50-100 100 150-50 50 50 50 50
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
E L E
V A
T
IO
N I
N U .S .F
E E
T
C R
O S
S S
E C
T
IO
N S
P O
R T M
A N
S F
IE
L D C
H A
N N
E L
S T
A T
O S
T A
(O P
T
IO
N N
O
NOTES:
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD). 5. RESPONSIBLE SURVEYOR - G. REYES
3. CONDITIONS SURVEYS AS APRIL 2019.
OPTION NO. 1 OPTION NO. 1 OPTION NO. 1 OPTION NO. 1
OPTION NO. 1 OPTION NO. 1 OPTION NO. 1
OPTION NO. 1 OPTION NO. 1 OPTION NO. 1
OPTION NO. 1 OPTION NO. 1 OPTION NO. 1
50'50'
100'
-15' AUTH. DEPTH -15' AUTH. DEPTH
50'50'
100'
REQ'D. DEPTH
-19' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
REQ'D. DEPTH
-19' 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
A re a E n g in e e r
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
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
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W
IL
L
IE
J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-305
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
L
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
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
-250 0-50-100 100 15050
C L
-200 -150 200 250
200 250-200-250
-250 0-50-100 100 15050-200 -150 200 250
-150 0-50-100 100 15050 200 250-200-250
2+980
2+000
1+000
0+0000+000
1+024
1+927
2+958
C R
O S
S S
E C
T
IO
N S
P O
R T M
A N
S F
IE
L D W
Y E
S O
P T
IO
N N
O
N .W
W Y
E S
T A T
O S
T A
S .W
W Y
E S
T A T
O S
T A
NOTES:
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD). 5. RESPONSIBLE SURVEYOR - G. REYES
3. CONDITIONS SURVEYS AS APRIL 2019.
-13' AUTH. DEPTH -13' AUTH. DEPTH
-13' AUTH. DEPTH -13' AUTH. DEPTH
0 3
0 3
3 0
3 0
(REQ.D DEPTH)
-15' ADV. MAINT.
(REQ.D DEPTH)
-15' ADV. MAINT.
(REQ.D DEPTH)
-15' ADV. MAINT.
(REQ.D DEPTH)
-15' ADV. MAINT.
200'
62.5'137.5'
62.5'137.5'
200'
111.25'
160'62.5
210'62.5'
272.5'
OPTION NO. 2
OPTION NO. 2
OPTION NO. 2
OPTION NO. 2 OPTION NO. 2
OPTION NO. 2
OPTION NO. 2
OPTION NO. 2
N.W. WYE S.W. WYE
OVERDEPTH
-2' ALLOWABLE
OVERDEPTH
-2' ALLOWABLE
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
A re a E n g in e e r
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
:4
:4
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
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W
IL
L
IE
J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-306
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
0-100-200 200 300100
L
-300 0-100-200 200100
0-100-200 200 300100 -300 0-100-200 200100
-150 0-50-100 100 150
C L
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
-10
-20
-10
-20
-30
-10
-20
-30
-30
-30
-10
-20
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
0-50-100 100 15050
C L
-150 0-50-100 100 15050-150
-150 0-50-100 100 15050
100'50'
150'
50'50'
100'
42+000
41+271 44+229
43+000
44+000
41+271
42+000
43+000
44+000
44+251
C L
C R
O S
S S
E C
T
IO
N S
P O
R T M
A N
S F
IE
L D W
Y E
S
O P
T
IO
N N
O
N .E
W Y
E S
T A T
O S
T A
S .E
W Y
E S
T A T
O S
T A
NOTES:
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS. 4. DISTANCE ARE IN U.S. SURVEY FEET.
2. ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (LWD). 5. RESPONSIBLE SURVEYOR - G. REYES
3. CONDITIONS SURVEYS AS APRIL 2019.
-13' AUTH. DEPTH -13' AUTH. DEPTH
0 3
0 3
0 3
(REQ.D DEPTH)
-15' ADV. MAINT.
(REQ.D DEPTH)
-15' ADV. MAINT.
144'
94' 50'
50'50'
100'
OPTION NO. 2
OPTION NO. 2
OPTION NO. 2
OPTION NO. 2
OPTION NO. 2
3 0
3 0
3 0
S.E. WYE
N.E. WYE
OVERDEPTH
-2' ALLOWABLE
OVERDEPTH
-2' ALLOWABLE
-13' AUTH. DEPTH
(REQ.D DEPTH)
-15' ADV. MAINT.
OVERDEPTH
-2' ALLOWABLE
OVERDEPTH
-2' ALLOWABLE
(REQ.D DEPTH)
-15' ADV. MAINT.
-13' 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
A re a E n g in e e r
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
:4
:5
P
M D a te
T im e
W
C A
D D p ro je c ts
IW
W -2
P o rt M a n s fi e ld
P la n s -S
Jo s e
IW
W -1
-2
C O
N T
R A
C T -P
L A
N S T x S -8
.d g n
P A
B L
O H
E R
N A
N D
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W
IL
L
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J
O E H
O N
Z A P .E
W912HY19B0015
SOLICITATION NO.:
C-501
IWW 1175-276SWG FILE NO.
J L
M
M D
G
A N
S
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
A N
D R
E W S
M
IT
H P .E
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
G U
S T
E
D G
IN
G P
O R
T M
A N
S F
IE
L D C
H A
N N
E L
G U
L F I
N T
R A
C O
S T
A L W
A T
E R
W A
Y T
E X
MOUND
DUNE
RUBBLE
DUNE
AVOIDANCE
AREA
EXISTING BLUFF
MAX. EL. +5' NAVD88 APPROX.
SLOPE 1V:20H
SAND FILL
TYPICAL SECTION
DUNE AND BEACH RESTORATION
N.T.S.
NORTH JETTY
END OF JETTY
ROCK REVETMENT
SPUR JETTIES
EL. +5' TO +6'
APPROX. SHORELINE
DISCHARGE
CORRIDOR
APPROX. LIMIT OF
REVOCABLE EASEMENT
NOT AVAILABLE THIS CONTRACT
PA 3
DUNE VEGETATION
APPROX. EDGE OF
BEACH
500'
(S E E N
O T E
T
A P E
R
P L A
C E
M E
N T A
R E
A L
IM
IT
S P
A N
O A
0'
,5
,0
THE AREA WILL BE STAKED BY THE GOVERNMENT.
NO LAND OR MARINE EQUIPMENT SHALL BE PERMITTED IN THE AREA.
8. AVOIDANCE AREA SHALL NOT BE DISTURBED.
PRIOR TO BID TO DETERMINE LATEST SITE CONDITIONS.
RESPONSIBLE FOR PERFORMING NECESSARY SITE VISITS
ARE APROXIMATE. THE CONTRACTOR SHALL BE
7. ELEVATIONS, DIMENSIONS. AND PARAMETERS SHOWN
GRADIND SHALL BE ALTERED AS NECESSARY TO ARCHIVE THIS GOAL.
APROXIMATELY +5' NAVD88. BERM WIDHT AND
PROVIDE A 500' WIDE BEACH SPACE AT
6. INTENT OF DREDGED MATERIAL PLACEMENT IS TO
ON PRIVATE PROPERTY OR WITHIN EXISTING DUNES.
5. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE
500 FT TO 0 FT OVER FINAL 500 LF.
DECREASE UNIFORMLY FROM
START UNIFORMLY 500 FT OVER 1500 LF AND
AT LIMITS OF CONSTRUCTION. BERM WIDTH SHALL
EXISTING BEACH TO CREATE TRANSITION AREAS
4. CONTRACTOR SHALL BLEND BEACH FILL WITH
AND PROCEED NORTHWARD.
FILL PLACEMENT SHALL BEGIN AT SOUTH LIMIT
VARY DEPENDING ON ACTUAL VOLUME DREDGED.
3. ACTUAL LENGTH OF FILL PLACEMENT AREA MAY
2. ELEVATION +5.0' NAVD88 SHOWN AS SHORELINE.
1. REFER TO DRAWING G-003 FOR SURVEY CONTROL.
NOTES:
SCALE IN FEET
0 100 200 300
PLAN
A N
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| W912HY19B0015-PLANS |
| GENERAL |
| G-001 COVER SHEET |
| G-002 LOCATION PLAN, LEGEND, AND GENERAL NOTES |
| G-003 INDEX OF DRAWINGS, CHANNEL ALIGNMENT DATA, TIDE STAFF, AND CONTROL MONUMENTS. |
| CIVIL-SITE |
| C-101 PLAN PORT MANSFIELD CHANNEL STA. -2+000 TO STA. 1 +500 |
| C-102 PLAN PORT MANSFIELD CHANNEL STA. 1 +500 TO STA. 12+000 |
| C-103 PLAN PORT MANSFIELD CHANNEL STA. 12+000 TO STA. 26+000 |
| C-104 PLAN PORT MANSFIELD CHANNEL STA. 26+000 TO STA.39+500 |
| C-105 PLAN PORT MANSFIELD CHANNEL STA. 39+500 TO STA. 50+000 |
| C-106 PLAN PORT MANSFIELD WYES |
| C-301 CROSS SECTIONS PORT MANSFIELD CHANNEL STA. -2+000 TO STA. 9+000 |
| C-302 CROSS SECTIONS PORT MANSFIELD CHANNEL STA. 10+000 TO STA. 37+000 |
| C-303 CROSS SECTIONS PORT MANSFIELD CHANNEL STA. 38+000 TO STA. 50+000 |
| C-304 CROSS SECTIONS PORT MANSFIELD CHANNEL STA. 23+600 TO STA. 35+000 (OPTION NO. 1) |
| C-305 CROSS SECTIONS PORT MANSFIELD WYES OPTION NO. 2 N.W. WYE STA. 0+000 TO STA. 2+958 S.W. WYE STA. 0+000 TO STA. 2+980 |
| C-306 CROSS SECTIONS PORT MANSFIELD WYES (OPTION NO. 2) N.E. WYE STA. 41+271 TO STA. 44+251 S.E. WYE STA. 41+271 TO STA. 44+229 |
| C-501 PLAN PLACEMENT AREA 2A AND TYPICAL SECTION |
| 2019-08-20T08:35:07-0500 | |
| HONZA.WILLIE.J.1231036136 |
File details come from the government source that posted it. Updated .