W9127821B0001 IFB DRAWINGS.pdf
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- Solicitation number
- W9127821B0001
About this file
This document provides details on a federal solicitation opportunity for dredging and widening work in Mobile Harbor, Alabama. The solicitation number is W9127821B0001 and seeks bids for Phase 3 of the Mobile Harbor deepening and widening project. The U.S. Army Corps of Engineers Engineering District Mobile is the contracting agency. An attachment with drawings related to the project is also referenced but its contents are not described. The opportunity type is listed as a solicitation and bids are sought for dredging and other work to further deepen and widen the shipping channels in and around Mobile Harbor. No other details on response dates, award timing, pricing terms or other contractual requirements are provided in this document.
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MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE, AL 36602
MOBILE HARBOR, ALABAMA DEEPENING AND WIDENING - PHASE 3
MOBILE, ALABAMA
MOBILE COUNTY
®of Engineers
US Army Corps
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TITLE OF DRAWINGS
SHEET
REF.
INDEX OF DRAWINGS
CN101
CN102
CN103
CN104
CN105
G-003
CN106
GENERAL NOTES
PROJECT MAP
CN107
CN109
CN110
CN108
G-002
CN301 TYPICAL DREDGE SECTION
CN302 DREDGE CROSS SECTIONS
CN303 DREDGE CROSS SECTIONS
CN304 DREDGE CROSS SECTIONS
CN305 DREDGE CROSS SECTIONS
CN307 DREDGE CROSS SECTIONS
CN306 DREDGE CROSS SECTIONS
CN308 DREDGE CROSS SECTIONS
CN309 DREDGE CROSS SECTIONS
CN310 DREDGE CROSS SECTIONS
CN311 DREDGE CROSS SECTIONS
CN312 DREDGE CROSS SECTIONS
CN313 DREDGE CROSS SECTIONS
CN314 DREDGE CROSS SECTIONS
CN315 DREDGE CROSS SECTIONS
CN316 DREDGE CROSS SECTIONS
CN317 DREDGE CROSS SECTIONS
CN318 DREDGE CROSS SECTIONS
CN319 DREDGE CROSS SECTIONS
CN111 DREDGE DISPOSAL AREA
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
OVERALL DREDGE PLAN
CN320 DREDGE CROSS SECTIONS
CN321 DREDGE CROSS SECTIONS
CN322 DREDGE CROSS SECTIONS
CN323 DREDGE CROSS SECTIONS
CN324 DREDGE CROSS SECTIONS
BS325
BS326
BS327
BS328
BORING PROFILE
BORING PROFILE
BORING PROFILE
BORING PROFILE
BS329 BORING PROFILE
CENTERLINE COORDINATES
MOBILE BAR CHANNEL
S O
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7. ONLY USACE GAGES SHALL BE USED FOR REFERENCE UNLESS OTHERWISE APPROVED BY THE COR. GAUGES WILL BE PROVIDED AT THE PRE-CONSTRUCTION MEETING.
ALL UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL INVESTIGATE SUBMERGED, SURFACE, AND OVERHEAD STRUCTURES IN THE WORK AREAS IN ACCORDANCE WITH SECTION 01 00 00, PARAGRAPH 1.3, CONTRACTOR’S INVESTIGATION RESPONSIBILITY.6.
5. FREQUENCY SOUNDINGS: 208KHZ
4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THE TIME.
3. THE HYDROGRAPHIC SURVEY REFLECTED IN THIS PLAN SET WAS PERFORMED ON SEPTEMBER 30, 2019 BY THE IRVINGTON SITE OFFICE OF THE U.S. ARMY CORPS OF ENGINEERS.
2. ALL COORDINATES SHOWN IN THIS PLAN SET ARE IN FEET AND ARE REFERENCED TO ALABAMA STATE PLANE COORDINATE SYSTEM NAD 83 DATUM (0102) WEST ZONE.
1. ALL ELEVATIONS SHOWN IN THIS PLAN SET ARE REFERENCED TO FEET IN MEAN LOWER LOW WATER (M.L.L.W.) DATUM.
GENERAL NOTES:
1790597.75 50923.232189+58.71
1794165.62 60270.902089+53.28
1799403.12 82661.271859+58.50
1799423.63 83151.161854+68.18
1798117.75 90984.401775+26.83
1798307.71 92490.011760+09.29
1806586.50 156398.051115+67.25
1806677.00 162421.951055+42.67
1800866.62 225350.36423+46.58
1800935.41 227227.70404+67.98
1801253.80 235917.26317+72.59
1801308.73 237416.26302+72.59
1801436.88 240913.92267+72.58
1801467.74 241755.93259+30.00
1801488.67 242321.22253+64.33
1801520.62 243219.15244+65.83
1800104.88 246045.01213+05.16
1799797.37 247439.68198+76.99
1800077.25 251589.58157+17.67
1799375.88 256705.45105+53.94
1799289.35 257371.7598+82.05
1799015.40 259728.7775+09.16
1798980.75 260026.8672+09.06
1798125.38 264108.8930+38.38
1798020.87 267145.4700+00.00
EASTINGSTATION NORTHING
0 20000'10000'
X
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PROJECT LOCATION
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LOCALITY MAP
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N:100000 N:100000
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N:200000 N:200000
E :1
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1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
J
B A
S S
J
B A
2189+58.73
DAUPHIN ISLAND
FORT MORGAN
MOBILE BAY
BON SECOUR BAY
MOBILE
TILLMANS CORNER
DAPHNE
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CLEAR
POINT
GULF SHORES
BAYOU LA BATRE
IRVINGTON
I-1
I-10
U .S . 9
GRAND BAY
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GAILLARD
GAS P/L
GAS P/L & 2" SUPPLY
PROPOSED 8" BULK
ROAD IN SOUTH MOBILE COUNTY.
TREATMENT PLANT ON DELCHAMPS
SHELF WATERS TO THE GAS
FROM THE OUTER CONTINENTAL
HYDROCARBON: 20" PIPELINE
AL 1993 02574
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APPROXIMATE LOCATION OF W&T OFFSHORE, INC. PIPELINE
4" PRODUCED LIQUID PIPELINE
W&T OFFSHORE, INC.
APPROXIMATE LOCATION OF
950+00 TO STATION 1590+00
PHASE 3 WORK AREA STATION
APPROVED ODMDS
DISPOSAL
LIMITS OF
950+00
1590+00
INC. BUNDLE #22 8" GAS FLOWLINE
APPROXIMATE LOCATION OF W&T OFFSHORE,
PIPELINE & 3 1/2" POWER CABLE
4.5" & 8 5/8" PIP, GAS FLOWLINE, 3 1/2" DIESEL\DILUTION WATER
APPROXIMATE LOCATION OF W&T OFFSHORE, INC. BUNDLE #14
SYSTEM BUNDLE #9
6", 8" 10" & 12" OFFSHORE GATHERING PIPELINE
APPROXIMATE LOCATION OF W&T OFFSHORE, INC.
POWER CABLE
DIESEL\DILUTION WATER PIPELINE & 3 1/2"
AL-2001-00585 8 5/8" PIP GAS FLOWLINE,3 1/2"
APPROXIMATE LOCATION OF W&T OFFSHORE, INC.
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1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
P h a s e I
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D e e p e n in g a n d W id e n in g
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E:1785
E:1785
E:1800
E:1800
E:1815
E:1815
E:1830
E:1830
POINT NORTHING EASTING
CHANNEL COORDINATES
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
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B A
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B A
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SHEET CN108 SHEET CN106
SHEET CN107SHEET CN109
SHEET CN104
SHEET CN105
A
SHEET CN103 BCHANNEL
MOBILE LOWER BAY
SHEET CN110
C
D
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MOBILE BAY
F
G
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POINT
ISLAND
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INC. BUNDLE #22 8" GAS FLOWLINE
APPROXIMATE LOCATION OF W&T OFFSHORE,
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AL-2001-00585 8 5/8" PIP GAS FLOWLINE,3 1/2"
APPROXIMATE LOCATION OF W&T OFFSHORE, INC.
PIPELINE & 3 1/2" POWER CABLE
3 1/2" DIESEL\DILUTION WATER
4.5" & 8 5/8" PIP, GAS FLOWLINE,
OFFSHORE, INC. BUNDLE #14
APPROXIMATE LOCATION OF W&T
PHASE 3 WORK AREA STATION 950+00 TO STATION 1590+00
I
J
K
L
M
N
S T
A . 1
.2
P I
S T
A . 1
.6
P I
X
X X
X -X
X -X -X
C -C
N .d
TOE OF CHANNEL
CHANNEL ALIGNMENT
0 600'300'
M A
T C
H L
IN
E T
O S
H E
E T C
N
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A
XXXXXXXX
CN103
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D
GREEN BEACON
RED BEACON
GREEN GAS BUOY
RED GAS BUOY
GREEN CAN BUOY
TIDE GAGE
LEGEND
POINT NORTHING EASTING
CHANNEL COORDINATES
KEY MAP
P h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
2. DREDGE SLOPES SHALL BE 1V:5H ON BOTH SIDES OF THE CHANNEL.
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1V:5H (TYP)
CN104CN105CN106CN107CN108CN109
MOBILE BAY
MOBILE
UPPER BAY CHANNEL
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
E:1804
E:1804
E:1806
E:1806
E:1807
E:1807
E:1809
CN103
CN110
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
TOP OF SLOPE
AUTO/STAFF TIDE GAGE REAR RANGE
J
B A
S S
J
B A
S S
P A
R T
IA
L D
R E
D G
E P
L A
N P
A R
T
IA
L D
R E
D G
E P
L A
N
GBN
RBN
GGB
RGB
BORING LOCATION (SS = SPT, MHVBC = VIBROCORE, MHSPT = SPT, VC= VIBROCORE)
-48
-40
-40
-40
-40
-30
-30
-30
-30
-20
-20
-20
-20
BB
MHVBC-33-19
RBN 54
A
REAR RANGE
AUTO/STAFF
RBN 52
GCB 1A
GBN 1
GBN 51
VC-23
-84
SS-101
SS-097
VC-24-84
SS-093
SS-095
SS-099
MHVBC-34-19
MHVBC-32-19
C
S T
A T
IO
N
B
E G
IN
IN
G O
F D
R E
D G
X
X X
X -X
X -X -X
C -C
N .d
0 600'300'
M A
T C
H L
IN
E T
O S
H E
E T C
N
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN104
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D
TOP OF SLOPE
P h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
2. DREDGE SLOPES SHALL BE 1V:5H ON BOTH SIDES OF THE CHANNEL.
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1V:5H (TYP)
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
E:1804
E:1804
E:1806
E:1806
E:1807
E:1807
E:1809
E:1809
M A
T C
H L
IN
E T
O S
H E
E T C
N
POINT NORTHING EASTING
CHANNEL COORDINATES
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
KEY MAP
CN104CN105CN106CN107CN108CN109
CN103
CN110
J
B A
S S
J
B A
S S
P A
R T
IA
L D
R E
D G
E P
L A
N P
A R
T
IA
L D
R E
D G
E P
L
GREEN BEACON
RED BEACON
GREEN GAS BUOY
RED GAS BUOY
GREEN CAN BUOY
TIDE GAGE
BORING LOCATION (SS = SPT, MHVBC = VIBROCORE, MHSPT = SPT, VC= VIBROCORE)
LEGEND
AUTO/STAFF TIDE GAGE REAR RANGE
GBN
RBN
GGB
-40
-40
-40
-40
MOBILE UPPER BAY CHANNEL
-30
-30
-30
-30
-20
-20
-20
-20
C
D RBN 50
GBN 47
GBN 49
SS-103
SS-107
SS-109
SS-105
VC-26-84
SS-222-84
VC-27-84
MHVBC-30-19
MHVBC-31-19
MHVBC-29-19
F
S T
A . 1
.6
P I
X
X X
X -X
X -X -X
C -C
N .d
TOE OF CHANNEL CHANNEL ALIGNMENT
0 600'300'
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN105
h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
2. DREDGE SLOPES SHALL BE 1V:5H ON BOTH SIDES OF THE CHANNEL.
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1V:5H (TYP)
M A
T C
H L
IN
E T
O S
H E
E T C
N
M A
T C
H L
IN
E T
O S
H E
E T C
N
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
E:1804
E:1804
E:1806
E:1806
E:1807
E:1807
POINT NORTHING EASTING
CHANNEL COORDINATES
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
KEY MAP
CN104CN105CN106CN107CN108CN109
CN103
CN110
J
B A
S S
J
B A
S S
P A
R T
IA
L D
R E
D G
E P
L A
N P
A R
T
IA
L D
R E
D G
E P
L
GREEN BEACON
RED BEACON
GREEN GAS BUOY
RED GAS BUOY
GREEN CAN BUOY
TIDE GAGE
BORING LOCATION (SS = SPT, MHVBC = VIBROCORE, MHSPT = SPT, VC= VIBROCORE)
LEGEND
AUTO/STAFF TIDE GAGE REAR RANGE
GBN
RBN
GGB
RGB
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D
MOBILE LOWER BAY CHANNEL
MOBILE BAY
-40
-40
-30
-30
GBN 45GBN 43
RBN 44
GBN 43
RBN 44
VC-28-84
SS-113
SS-115
SS-117
SS-111
MHVBC-26-19
MHVBC-27-19
MHVBC-28-19
RGB 46
MHVBC-29-19
H
S T
A . 1
.2
P I
X
X X
X -X
X -X -X
C -C
N .d
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN106
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
2. DREDGE SLOPES SHALL BE 1V:5H ON BOTH SIDES OF THE CHANNEL.
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1V:5H (TYP)
M A
T C
H L
IN
E T
O S
H E
E T C
N
M A
T C
H L
IN
E T
O S
H E
E T C
N
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
E:1803
E:1803
E:1804
E:1804
E:1806
E:1806
E:1807
E:1807
POINT NORTHING EASTING
CHANNEL COORDINATES
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
KEY MAP
CN104CN105CN106CN107CN108CN109
CN103
CN110
J
B A
S S
J
B A
S S
P A
R T
IA
L D
R E
D G
E P
L A
N P
A R
T
IA
L D
R E
D G
E P
L
GREEN BEACON
RED BEACON
GREEN GAS BUOY
RED GAS BUOY
GREEN CAN BUOY
TIDE GAGE
BORING LOCATION (SS = SPT, MHVBC = VIBROCORE, MHSPT = SPT, VC= VIBROCORE)
LEGEND
AUTO/STAFF TIDE GAGE REAR RANGE
GBN
RBN
-40
-40
-40
-40
MOBILE LOWER BAY CHANNEL
MOBILE BAY
-30
-30
-30
-30
GBN 41
RBN 42
GBN 41
RBN 42
SS-119
SS-121
CD-4-72
SS-123
VC-32-84
SS-125MHVBC-22-19
MHVBC-23-19
MHVBC-24-19
MHVBC-25-19
X
X X
X -X
X -X -X
C -C
N .d
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN107
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
2. DREDGE SLOPES SHALL BE 1V:5H ON BOTH SIDES OF THE CHANNEL.
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1V:5H (TYP)
M A
T C
H L
IN
E T
O S
H E
E T C
N
M A
T C
H L
IN
E T
O S
H E
E T C
N
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
E:1801
E:1801
E:1803
E:1803
E:1804
E:1804
E:1806
E:1806
MOBILE BAY
MOBILE LOWER BAY CHANNEL
POINT NORTHING EASTING
CHANNEL COORDINATES
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
KEY MAP
CN104CN105CN106CN107CN108CN109
CN103
CN110
J
B A
S S
J
B A
S S
P A
R T
IA
L D
R E
D G
E P
L A
N P
A R
T
IA
L D
R E
D G
E P
L
GREEN BEACON
RED BEACON
GREEN GAS BUOY
RED GAS BUOY
GREEN CAN BUOY
TIDE GAGE
BORING LOCATION (SS = SPT, MHVBC = VIBROCORE, MHSPT = SPT, VC= VIBROCORE)
LEGEND
AUTO/STAFF TIDE GAGE REAR RANGE
GBN
RBN
-40
-40
-30
-30
RBN 40RBN 40
GBN 39GBN 39
SS-129
SS-131
SS-133
SS-135
MHVBC-18-19
MHVBC-19-19
MHVBC-20-19
MHVBC-21-19
SS-127
X
X X
X -X
X -X -X
C -C
N .d
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN108
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
2. DREDGE SLOPES SHALL BE 1V:5H ON BOTH SIDES OF THE CHANNEL.
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1V:5H (TYP)
M A
T C
H L
IN
E T
O S
H E
E T C
N
M A
T C
H L
IN
E T
O S
H E
E T C
N
MOBILE BAY
MOBILE LOWER BAY CHANNEL
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
E:1800
E:1800
E:1801
E:1801
E:1803
E:1803
E:1804
E:1804
POINT NORTHING EASTING
CHANNEL COORDINATES
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
KEY MAP
CN104CN105CN106CN107CN108CN109
CN103
CN110
J
B A
S S
J
B A
S S
P A
R T
IA
L D
R E
D G
E P
L A
N P
A R
T
IA
L D
R E
D G
E P
L
GREEN BEACON
RED BEACON
GREEN GAS BUOY
RED GAS BUOY
GREEN CAN BUOY
TIDE GAGE
BORING LOCATION (SS = SPT, MHVBC = VIBROCORE, MHSPT = SPT, VC= VIBROCORE)
LEGEND
AUTO/STAFF TIDE GAGE REAR RANGE
GBN
RBN
-40
-40
-40
-40
-30
-30
-30
-30
-24
-22
GBN 37GBN 37
RBN 36
RGB 38
RBN 36
RGB 38
VC-36-84
SS-137
SS-139
SS-141
CD-5-72SS-143
MHVBC-15-19
MHVBC-16-19
MHVBC-17-19
X
X X
X -X
X -X -X
C -C
N .d
0 600'300'
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN109
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
2. DREDGE SLOPES SHALL BE 1V:5H ON BOTH SIDES OF THE CHANNEL.
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1V:5H (TYP)
M A
T C
H L
IN
E T
O S
H E
E T C
N
M A
T C
H L
IN
E T
O S
H E
E T C
N
MOBILE BAY
MOBILE LOWER BAY CHANNEL
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
E:1800
E:1800
E:1801
E:1801
E:1803
E:1803
E:1804
POINT NORTHING EASTING
CHANNEL COORDINATES
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
KEY MAP
CN104CN105CN106CN107CN108CN109
CN103
CN110
J
B A
S S
J
B A
S S
P A
R T
IA
L D
R E
D G
E P
L A
N P
A R
T
IA
L D
R E
D G
E P
L
GREEN BEACON
RED BEACON
GREEN GAS BUOY
RED GAS BUOY
GREEN CAN BUOY
TIDE GAGE
BORING LOCATION (SS = SPT, MHVBC = VIBROCORE, MHSPT = SPT, VC= VIBROCORE)
LEGEND
AUTO/STAFF TIDE GAGE REAR RANGE
GBN
RBN
-40
-40
-40
-40
-30
-30
-30
-30
-24
-22 -20
-20
VC-38-84
SS-145
MHVBC-14-19
SS-147
MHVBC-13-19
SS-149
VC-40-84
MHVBC-12-19
SS-151
MHVBC-11-19
X
X X
X -X
X -X -X
C -C
N .d
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN110
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
2. DREDGE SLOPES SHALL BE 1V:5H ON BOTH SIDES OF THE CHANNEL.
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1V:5H (TYP)
M A
T C
H L
IN
E T
O S
H E
E T C
N
MOBILE BAY
MOBILE LOWER BAY CHANNEL
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
N :1
E:1798
E:1798
E:1800
E:1800
E:1801
E:1801
E:1803
E:1803
TOE OF EXISTING CHANNEL
TOE OF CHANNEL WIDENER
POINT NORTHING EASTING
CHANNEL COORDINATES
1800244.94109390.46N
1800740.80109326.23M
1800424.84110779.17L
1800924.08110713.81K
1800962.61114541.30J
1801359.30114489.90I
1806158.15154648.18H
1806786.31156383.65G
1806411.94158093.03F
1806449.73160608.06E
1806877.14162429.66D
1806289.89164439.25C
1805508.54172901.58B
172938.35 1805906.84A
KEY MAP
CN104CN105CN106CN107CN108CN109
CN103
CN110
J
B A
S S
J
B A
S S
P A
R T
IA
L D
R E
D G
E P
L A
N P
A R
T
IA
L D
R E
D G
E P
L
GREEN BEACON
RED BEACON
GREEN GAS BUOY
RED GAS BUOY
GREEN CAN BUOY
TIDE GAGE
BORING LOCATION (SS = SPT, MHVBC = VIBROCORE, MHSPT = SPT, VC= VIBROCORE)
LEGEND
AUTO/STAFF TIDE GAGE REAR RANGE
GBN
RBN
-40
-40
-40
-40
-30
-30
-30
-30
-26
-22 -20
INC. BUNDLE #22 8" GAS FLOWLINE
APPROXIMATE LOCATION OF W&T OFFSHORE,
PIPELINE & 3 1/2" POWER CABLE
3 1/2" DIESEL\DILUTION WATER
4.5" & 8 5/8" PIP, GAS FLOWLINE,
OFFSHORE, INC. BUNDLE #14
APPROXIMATE LOCATION OF W&T
POWER CABLE
DIESEL\DILUTION WATER PIPELINE & 3 1/2"
AL-2001-00585 8 5/8" PIP GAS FLOWLINE,3 1/2"
APPROXIMATE LOCATION OF W&T OFFSHORE, INC.
SS-153
SS-155
VC-42-84SS-157
SS-159
SS-161
I
J
K
L
M
N
B E
G
IN
N
IN
G O
F C
H A
N N
E L W
ID
E
N E
R
E N
D O
F D
R E
D G
IN
G S
T A
T
IO
N
X
X X
X -X
X -X -X
DAUPHIN ISLAND
PELICAN BAY
P E L
IC
A N
IS
L A
N D
FORT MORGAN PENINSULA
MORGAN
FORT
GAINES
FORT
E1794538.00
N68664.43
LIGHTHOUSE
SAND ISLAND
M O
B
IL
E B
A R C
H A
N N
E L
A P P
R O
X
IM
A T E L
O C
A T
IO
N O
F C
A B L E A
R E
A
0 4000'2000'
C
C H
C -C
N .d g n
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E C
H C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E D
R E
D G
E D
IS
P O
S A
L A
R E
A D
R E
D G
E D
IS
P O
S A
L A
R E
A
O C
T O
B E
R
CN111CN111
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D
BORING LOCATION
GREEN GAS BUOY
LEGEND
P h a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
N: 52406.80
E: 1764268.50
N: 65280.84
E: 1764260.53N: 65267.37
E: 1757606.09
N: 52434.06
E: 1757614.12
LIMITS OF DISPOSAL
APPROVED ODMDS
OF MOBILE BAR CHANNEL
CENTERLINE COORDINATES
2189+59 50923.23 1790597.75
2119+34 57486.36 1793102.81
2089+54 60270.90 1794165.62
2059+59 63187.67 1794847.90
1859+59 82661.27 1799403.12
1854+69 83151.16 1799423.63
1795+69 88970.11 1798449.97
1779+69 90548.52 1798185.87
1775+28 90984.40 1798117.75
1760+10 92490.01 1798307.71
STATION NORTHING EASTING
N:60000 N:60000
N:75000 N:75000
N:90000
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ELEVATION -30' MLLW WITHIN THE ODMDS.
DREDGE MATERIAL SHALL NOT EXCEED
2. THE MAX CREST ELEVATON OF THE DISPOSED
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
of Engineers
US Army Corps
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POE
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B
RGB 12
RGB 10
RGB 6
GAS P/L
GAS P/L & 2" SUPPLY
PROPOSED 8" BULK
ROAD IN SOUTH MOBILE COUNTY.
TREATMENT PLANT ON DELCHAMPS
SHELF WATERS TO THE GAS
FROM THE OUTER CONTINENTAL
HYDROCARBON: 20" PIPELINE
AL 1993 02574
GGB 3
RGB 4
G G
B
RGB 8
G G
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G G
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OFFSHORE INC. PIPELINE
APPROXIMATE LOCATION OF W&T
OMDS
EXISTING GRADE
-47' MLLW ROUTINE (O&M) ADVANCED MAINTENANCE DREDGE TEMPLATE
-52' MLLW NEW WORK ADVANCED MAINTENANCE DREDGE TEMPLATE
-54' MLLW NEW WORK ALLOWABLE OVERDEPTH DREDGE TEMPLATE
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E3
NEW WORK DREDGING
ROUTINE MAINTENANCE (O&M) DREDGING
LEGEND
CHANNEL ALIGNMENT
EXISTING GRADE
-47' MLLW ROUTINE (O&M) ADVANCED MAINTENANCE DREDGE TEMPLATE
-52' MLLW NEW WORK ADVANCED MAINTENANCE DREDGE TEMPLATE
-54' MLLW NEW WORK ALLOWABLE OVERDEPTH DREDGE TEMPLATE
N.T.S.
-48' MLLW ROUTINE (O&M) ALLOWABLE OVERDEPTH DREDGE TEMPLATE
B3
(WIDTH MAY VARY IN BEND LOCATIONS)
(WIDTH MAY VARY IN BEND LOCATIONS)
400'
400'
400'
(WIDTH MAY VARY IN BEND LOCATIONS)
500'
(WIDTH MAY VARY IN BEND LOCATIONS)
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
DETAIL.
SECTION 2. SEE CHANNEL DREDGE COORDINATES AND DREDGE CROSS SECTIONS FOR MORE
2. WIDTHS WILL VARY IN BENDS AND THE TRANSITION AREA FROM TYPICAL SECTION 1 TO TYPICAL
MOBILE BAY CHANNEL TYPICAL DREDGE SECTION - STATIONS 1576+00 TO STATION 1590+00
MOBILE BAY CHANNEL TYPICAL DREDGE SECTION - STATIONS 950+00 TO STATION 1538+00
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HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-10
-20
-30
-40
-50
-60
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965+00.00
960+00.00
955+00.00
950+00.00
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970+00.00
EXISTING GRADE
CHANNEL ALIGNMENT
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
DISTANCE IN FEET
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HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-10
-20
-30
-40
-50
-60
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995+00.00
990+00.00
985+00.00
980+00.00DISTANCE IN FEET
-20
-30
-40
-50
-60
E L E
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0 100 200 300 400 500-100-200-300-400
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1005+00.00
1000+00.00
EXISTING GRADE
CHANNEL ALIGNMENT
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
J
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D e e p e n in g a n d W id e n in g
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M O
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A R
B O
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A L
A B
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M O
B
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E
A L
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-10
-20
-30
-40
-50
-60
E L E
V A
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N I
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1025+00.00
1020+00.00
1015+00.00
1010+00.00
1035+00.00
1030+00.00
DISTANCE IN FEET
EXISTING GRADE
CHANNEL ALIGNMENT
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
J
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N S
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G E C
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D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-10
-20
-30
-40
-50
-60-
1055+00.00
DISTANCE IN FEET
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
1065+00.00
1060+00.00
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-10
-20
-30
-40
-50
-60
-10
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-10
-20
-30
-40
-50
-60
1050+00.00
1045+00.00
1040+00.00
CHANNEL ALIGNMENT
EXISTING GRADE
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
G E C
R O
S S S
E C
T
IO
X
X X
X -X
X -X -X
C -C
N .d
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN306
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500504-100-200-300-396
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
1080+00.00
1075+00.00
1070+00.00
1090+00.00
1085+00.00
DISTANCE IN FEET
1073+60.09
EXISTING GRADE
CHANNEL ALIGNMENT
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
G E C
R O
S S S
E C
T
IO
X
X X
X -X
X -X -X
C -C
N .d
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN307
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500504-100-200-300-396
1098+75.9902
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
1105+00.00
1100+00.00
1095+00.00
1115+00.00
1110+00.00
DISTANCE IN FEET
EXISTING GRADE
CHANNEL ALIGNMENT
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
G E C
R O
S S S
E C
T
IO
X
X X
X -X
X -X -X
C -C
N .d
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN308
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500504-100-200-300-396
1133+58.3975
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
1130+00.00
1125+00.00
1120+00.00
1140+00.00
1135+00.00
DISTANCE IN FEET
CHANNEL ALIGNMENT
EXISTING GRADE
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
G E C
R O
S S S
E C
T
IO
X
X X
X -X
X -X -X
C -C
N .d
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN309
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
EXISTING GRADE
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
CHANNEL ALIGNMENT
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
1160+00.00
1155+00.00
1150+00.00
1145+00.00
1170+00.00
1165+00.00
DISTANCE IN FEET
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
G E C
R O
S S S
E C
T
IO
X
X X
X -X
X -X -X
C -C
N .d
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN310
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
EXISTING GRADE
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
CHANNEL ALIGNMENT
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400
-20
-30
-40
-50
-60-
1190+00.00
1185+00.00
1180+00.00
1175+00.00
DISTANCE IN FEET
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
1200+00.00
1195+00.00
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
G E C
R O
S S S
E C
T
IO
X
X X
X -X
X -X -X
C -C
N .d
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN311
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
M O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
-20
-30
-40
-50
-60
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-20
-30
-40
-50
-60
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60-
1220+00.00
1215+00.00
1210+00.00
1205+00.00
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
E L E
V A
T
IO
N I
N F
E E
T M
L L
W E
L E
V A
T
IO
N I
N F
E E
T M
L L
W
DISTANCE IN FEET
EXISTING GRADE
CHANNEL ALIGNMENT
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
1230+00.00
1225+00.00
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
G E C
R O
S S S
E C
T
IO
X
X X
X -X
X -X -X
C -C
N .d
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN312
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60-
1250+00.00
1245+00.00
1240+00.00
1235+00.00
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
DISTANCE IN FEET
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
CHANNEL ALIGNMENT
EXISTING GRADE
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
1260+00.00
1255+00.00
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
G E C
R O
S S S
E C
T
IO
X
X X
X -X
X -X -X
C -C
N .d
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
O C
T O
B E
R
C H
C
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
CN313
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
C A
D D C
O D
E
I.
S .O S
H E
E T F
IL
E N
A M
E
A N
S I
D
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
O
B
IL
E
A L
S
T J
O S
E P
H S
T R
E E
T
M O
B
IL
E D
IS
T R
IC
T
A N
S I
D
I.
S .O S
H E
E T F
IL
E N
A M
E
C A
D D C
O D a s e I
II
D e e p e n in g a n d W id e n in g
P h a s e I
II
D e e p e n in g a n d W id e n in g
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
M O
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60-
1280+00.00
1275+00.00
1265+00.00
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
CHANNEL ALIGNMENT
DISTANCE IN FEET
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
1270+00.00
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
EXISTING GRADE
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
1290+00.00
1285+00.00
J
B A
S S
J
B A
S S
D R
E D
G E C
R O
S S S
E C
T
IO
N S
D R
E D
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SHEET ID
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
M O
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A L
S
T J
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D e e p e n in g a n d W id e n in g
P h a s e I
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D e e p e n in g a n d W id e n in g
M O
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A B
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A
M O
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A L
M O
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A
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E
A L
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60-
1310+00.00
1305+00.00
1300+00.00
1295+00.00
HORIZONTAL SCALE
VERTICAL SCALE
20'0 10'
200'0 100'
DREDGE TEMPLATE
EXISTING GRADE
LEGEND
DISTANCE IN FEET
1. SEE SHEET G-003 FOR GENERAL NOTES.
NOTES:
CHANNEL ALIGNMENT
EXISTING GRADE
-52' MLLW ADVANCE MAINTENANCE TEMPLATE
-54' MLLW ALLOWABLE OVERDEPTH TEMPLTE
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
-20
-30
-40
-50
-60
E L E
V A
T
IO
N I
N F
E E
T M
L L
W
0 100 200 300 400 500-100-200-300-400-500
-20
-30
-40
-50
-60
1320+00.00
1315+00.00
J
B A
S S
J
B…
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