W9127820B0003 AM01 DRAWINGS.pdf
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- Solicitation number
- W9127820B0003
About this file
This document contains drawings related to a federal solicitation for dredging services. The drawings depict plans for dredging and disposal areas as well as boring plans and channel cross sections for a project to deepen and widen the Mobile Harbor in Alabama. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Mobile as an invitation for bid with number W9127820B0003 and is for Phase 1 of the Mobile Harbor deepening and widening project. The drawings provide technical details to support bidding on dredging and dredge material disposal work.
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Other files
| File | Type | Posted |
|---|---|---|
| W9127820B0003 Abstract.pdf | ||
| W9127820B0003 AM01.pdf | ||
| W9127820B0003 IFB.PDF | ||
| W9127820B0003 RTA DRAWINGS.pdf | ||
| W9127820B0003 EM 385-1-1.pdf |
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Text version
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TITLE OF DRAWINGS
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PROJECT MAP REPLACE DRAWING
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DEEPENING AND WIDENING - PHASE 1
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MOBILE DISTRICT PROJECT CODE: CHC20001
SOLICITATION NO: W9127820B0003
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1798233.86 91904.651765+99.29
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STATION NORTHING EASTING
CENTERLINE COORDINATES
MOBILE BAR CHANNEL
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AMENDMENT NO. 0001
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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.
6. ALL UTILILTY LOCATIONS ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED.
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.
BY THE IRVINGTON SITE OFFICE ON AUGUST 18, 2020 AND THE UPDATED QUANTITIES ARE LOCATED IN APPENDIX C OF THE SPECIFICATIONS.
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. AN ADDITIONAL SURVEY WAS OBTAINED
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:
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GULF SHORES
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IRVINGTON
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GRAND BAY
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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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DREDGE DISPOSAL AREA
8" BULK GAS P/L & 2" SUPPLY GAS P/L
APPROXIMATE LOCATION OF W&T OFFSHORE, INC. PIPELINE
APPROXIMATE LOCATION OF W&T OFFSHORE, INC. 4" PRODUCED LIQUID PIPELINE
CHANNEL COORDINATES
SLOPE 1V:7H (TYP.)
CHANNEL CENTERLINE
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MOBILE BAR CHANNEL TYPICAL DREDGE SECTION
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ROAD IN SOUTH MOBILE COUNTY.
TREATMENT PLANT ON DELCHAMPS
SHELF WATERS TO THE GAS
FROM THE OUTER CONTINENTAL
HYDROCARBON: 20" PIPELINE
AL 1993 02574
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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NOTES:
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NEW WORK DREDGING
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1790317.48 51030.21 G
1790878.03 50816.25 F
1792289.95 54515.42 E
1792739.97 55414.01 D
1792822.53 57593.34 C
1793575.20 60052.35 B
1794391.44 59740.80 A
EASTINGNORTHINGPNT.
M A
T C
H L
IN
E T
O S
H E
E T C
N
.1
-51
-51 -51
-51
-51
-51
-51
-50
-50
-50
-50
-50
-50
-50
-50
-49-45
-45
-40
-35
-30
-25
C
D
SG-21-83
SG-20-83
MHVBC0119
MHVBC0219
MHVBC0319
RGB 6
RGB 4
GGB 5
GGB 3
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
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T R
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T
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M A
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S
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IT
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D A
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O
C H
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K E
D B
Y
D R
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N B
Y
IS
S
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A T
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B
C
D
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F
O
B
IL
E
A L
S
T J
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T
M O
B
IL
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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
X
X X
X -X
X -X -X
CN102
CN103
CN104
KEY MAP
TOP OF SLOPE
SEDIMENT TRAP
CHANNEL TOE
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
E:17
E:17
E:17
E:17
E:17
E:17
E:17
E:17
C H
C -C
N .d
C
R
A L L E
N
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E C
H C
R
A L L E
N
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E 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
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
V :7
H
T Y
P
J U
L Y
W
B
N
1. SEE SHEET G-002 FOR GENERAL NOTES.
NOTES:
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S
D
E P
E N
IN
G A
N D W
ID
E
N
IN
G P
H A
S E
D E
E P
E N
IN
G A
N D W
ID
E
N
IN
G P
H A
S E
XX-XX-XX
LEGEND
EXISTING GRADE
DEEPENING DREDGE TEMPLATE
CENTERLINE OF CHANNEL
A1
BORING LOCATION
RED GAS BUOY
GREEN GAS BUOYGGB X
RGB X
NEW WORK DREDGING
-54' MLLW NEW WORK ADVANCED MAINTENANCE
-56' MLLW NEW WORK ALLOWABLE OVER DEPTH
ROUTINE MAINTENANCE (O&M) DREDGING
-49' MLLW ROUTINE (O&M) ADVANCED MAINTENANCE DREDGE TEMPLATE
-50' MLLW ROUTINE (O&M) ALLOWABLE OVERDEPTH DREDGE TEMPLATE
AMENDMENT NO. 0001
CN103.1CN103.1
A /2
/2
R
E P
L A
C E D
R A
W
IN
G
A
M A
T C
H L
IN
E T
O S
H E
E T C
N .1
M A
T C
H L
IN
E T
O S
H E
E T C
N .1
CHANNEL COORDINATES
1790317.48 51030.21 G
1790878.03 50816.25 F
1792289.95 54515.42 E
1792739.97 55414.01 D
1792822.53 57593.34 C
1793575.20 60052.35 B
1794391.44 59740.80 A
EASTINGNORTHINGPNT.
-54
-54
-53
-52
-52
-51
-51
-50
-50
-50
F
G
SG-23-83
SG-22-83
RGB 2
GGB 1
S T
A .7
P O
E
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
X
X X
X -X
X -X -X
CN102
CN103
CN104
KEY MAP
TOP OF SLOPE
CHANNEL TOE
1V:7H (TYP.)
N :4
N :4
N :4
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
E:17
E:17
E:17
E:17
E:17
E:17
E:17
E:17
C H
C
C H
C -C
N .d
R T
IA
L D
R E
D G
E P
L
A L L E
N
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E C
H C
R T
IA
L D
R E
D G
E P
L
A L L E
N
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
1. SEE SHEET G-002 FOR GENERAL NOTES.
NOTES:
J U
L Y
W
B
N
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
E P
E N
IN
G A
N D W
ID
E
N
IN
G P
H A
S E
D E
E P
E N
IN
G A
N D W
ID
E
N
IN
G P
H A
S E
XX-XX-XX
LEGEND
EXISTING GRADE
DEEPENING DREDGE TEMPLATE
CENTERLINE OF CHANNEL
A1
BORING LOCATION
RED GAS BUOY
GREEN GAS BUOYGGB X
RGB X
NEW WORK DREDGING
-54' MLLW NEW WORK ADVANCED MAINTENANCE
-56' MLLW NEW WORK ALLOWABLE OVER DEPTH
ROUTINE MAINTENANCE (O&M) DREDGING
-49' MLLW ROUTINE (O&M) ADVANCED MAINTENANCE DREDGE TEMPLATE
-50' MLLW ROUTINE (O&M) ALLOWABLE OVERDEPTH DREDGE TEMPLATE
A
A /2
/2
R
E P
L A
C E D
R A
W
IN
G
CN104.1CN104.1
CHANNEL COORDINATES
1790317.48 51030.21 G
1790878.03 50816.25 F
1792289.95 54515.42 E
1792739.97 55414.01 D
1792822.53 57593.34 C
1793575.20 60052.35 B
1794391.44 59740.80 A
EASTINGNORTHINGPNT.
M A
T C
H L
IN
E T
O S
H E
E T C
N .1
AMENDMENT NO. 0001
GREEN GAS BUOY
LEGEND
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
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
0 4000'2000'
C
C H
C -C
N .d g n
R
A L L E
N
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E C
H C
R
A L L E
N
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
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
B
IL
E H
A R
B O
R
A L
A B
A M
A
M O
B
IL
E
A L
N:60000 N:60000
N:70000 N:70000
N:80000 N:80000
N:90000 N:90000
E :1
E :1
E :1
E :1
E :1
E :1
E :1
E :1
E :1
E :1
E :1
E :1
®of Engineers
US Army Corps
W
B
J U
L Y
THE ODMDS.
MATERIAL SHALL NOT EXCEED EL. -30 FEET MLLW WITHIN
2. THE MAX CREST ELEVATION OF DISPOSED DREDGED
1. SEE SHEET G-002 FOR GENERAL NOTES.
NOTES:
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
1790597.75 50923.232189+58.73
1793102.80 57486.362119+33.78
1794165.62 60270.902089+53.30
1794847.90 63187.672059+57.80
1799166.53 81649.831869+97.27
1799403.12 82661.271859+58.52
1799423.63 83151.161854+68.20
1799249.51 84191.791844+13.10
1798488.09 88742.301797+99.33
1798450.05 88969.641795+68.83
1798185.95 90548.051779+68.48
1798233.86 91904.651765+99.29
1798307.71 92490.011760+09.29
STATION NORTHING EASTING
CENTERLINE COORDINATES
MOBILE BAR CHANNEL
D E
E P
E N
IN
G A
N D W
ID
E
N
IN
G P
H A
S E
D E
E P
E N
IN
G A
N D W
ID
E
N
IN
G P
H A
S E
SCALE: 1" = 2000'
DREDGE DISPOSAL AREA
CN105.1CN105.1
AMENDMENT NO. 0001
A
A /2
/2
R
E P
L A
C E D
R A
W
IN
G
RGB 2
1770+00
1775+00
1780+
1785+
1790+
1795+
1800+
1805+
1810+
1815+
1820+
1825+
1830+
1835+
1840+
1845+
1850+
1855+00
1860+00 1865+00 1870+00 1875+00 1880+00 1885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 1970+00 1975+00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00
2025+00 2030+00 2035+00 2040+00 2045+00 2050+00 2055+00 2060+00
2070+00
2075+00 2080+00 2085+00
2090+00 2095+00
2100+00 2105+00
2110+00 2115+00
2130+00 2135+00
2140+00 2145+00
2150+00 2155+00
2160+00 2165+00
2170+00 2175+00
2180+00 2185+00
STA. 1765+99.29
PI
STA. 1775+26.83
PI
STA. 177
9+68.4
8PI
STA. 179
5+68.
PI
STA. 184
4+13.
PI
STA. 2059+57.80
PI
STA. 2089+53.30
PI
STA. 2119+33.78
PI
STA. 2189+58.73
POE
STA. 1859+58.52
PI
STA. 185
4+68.
PI
GGB 7
RGB 12
RGB 10
RGB 6
GGB 3
RGB 4
GGB 5
RGB 8
GGB 11
GGB 9
GGB 1
ROAD IN SOUTH MOBILE COUNTY.
TREATMENT PLANT ON DELCHAMPS
SHELF WATERS TO THE GAS
FROM THE OUTER CONTINENTAL
HYDROCARBON: 20" PIPELINE
AL 1993 02574
TO STATION 2189+58.73
DREDGE AREA STATION 2075+00
LIMITS OF DISPOSAL
APPROVED ODMDS
B
U F F
E
RN: 53622.90
E: 1768002.24
N: 53592.18
E: 1773350.14
N: 57914.14
E: 1773782.45
N: 57838.63
E: 1769105.70
4" PRODUCED LIQUID PIPELINE
W&T OFFSHORE, INC.
APPROXIMATE LOCATION OF
APPROXIMATE LOCATION OF W&T OFFSHORE, INC. PIPELINE
& 2" SUPPLY GAS P/L
8" BULK GAS P/L
SLOPE 1V:7H (TYP.)
CHANNEL TOE
SEDIMENT TRAP
TOP OF SLOPE
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
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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
X
X X
X -X
X -X -X
C -C
N .d
XX-XX-XX
C H
C
J
M C
C O
N N
E L L
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
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
C H
C
J
M C
C O
N N
E L L
J
G
IB
S O
N
E
G O
D S
E Y
B
C R
A N
E
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
-80
-75
-70
-65
-60
-55
-50
-45
-40
-35
-30
-25
M H
V B
C -0
-1
S G -2
-8
S G -2
-8
2184+92.2
S G -2
-8
2180+00 2170+00 2160+00 2150+00 2140+00 2130+00 2120+00 2110+00 2100+00 2080+00 2070+00 2060+00 2050+00
2156+95.2
M H
V B
C -0
-1
2150+01.8
2134+83.4
S G -2
-8
2119+86
M H
V B
C -0
-1
2113+51.3
S G -1
-8
2094+70.8
2078+62.6
M H
V B
C -0
-1
2090+00
-80
-75
-70
-65
-60
-55
-50
-45
-40
-35
-30
-25
2189+58.7
E L E
V A
T
IO
N I
N F
E E
T
M .L .L .W
D A
T U
M
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :5
N :6
N :6
N :6
N :6
E:1
E:1
E:1
E:1
E:1
E:1
E:1
BORING PROFILE
M H
V B
C -0
-1
GULF OF MEXICO
0 500' 1000'
DISTANCE IN FEET
SM - SILTY SANDS, SAND SILT MIXTURE
ML - INORGANIC SILTS AND VERY FINE SANDS, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY
CL - INORGANIC CLAYS WITH LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SILTY CLAYS, LEAN CLAYS
SC - CLAYEY SANDS, CLAY + SAND MIXTURE
CH - INORGANIC CLAYS WITH HIGH PLASTICITY, FAT CLAYS
MH - INORGANIC SILT, MICACEOUS OR DIATOMACEOUS FINE SANDS OR SILTY SOILS, PLASTIC SILTS
SP - POORLY GRADED SANDS
GREEN GAS BUOY
RED GAS BUOY
BORING LOCATION
LEGEND
W
B
J U
L Y
2166+50
4. PHASE 1 WORK AREA EXTENDS FROM STATION 2093+68 TO 2189+58.71.
SHOULD BE CONSIDERED APPROXIMATE.
3. BORING LOCATIONS AND ELEVATIONS AS SHOWN ON THE BORING LOGS AND BORING PROFILES
BORING LOGS OR BORING PROFILES.
WILL NOT BE CONSIDERED AS DIFFERING MATERIALLY FROM THE DESCRIPTION SHOWN WITH THE
OF THE SUBSURFACE MATERIALS ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS
LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, VARIATIONS IN CHARACTERISTICS
2. WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE
ASTM D 2487 AND VISUAL- MANUAL PROCEDURES, ASTM D 2488.
1. SOILS ARE CLASSIFIED IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM (USCS), NOTES:
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
2055+32.4
D E
E P
E N
IN
G A
N D W
ID
E
N
IN
G P
H A
S E
D E
E P
E N
IN
G A
N D W
ID
E
N
IN
G P
H A
S E
C1
HORIZONTAL SCALE: 1" = 500'
VERTICAL SCALE: 1" = 10'
10' 20'0
VERTICAL SCALE: 1" = 10'
HORIZONTAL SCALE: 1" = 500'
B O
R
IN
G P
L A
N A
N D P
R O
F
IL
E B
O R
IN
G P
L A
N A
N D P
R O
F
IL
E
BORING PLAN
SCALE: 1" = 500'
CN106.1CN106.1A
A /2
/2
R
E P
L A
C E D
R A
W
IN
G
AMENDMENT NO. 0001
-50
-50
-50
-50
-50 -50
-50
-50
-50
-45
-45
-40
-40
-40
-35
-35
-30
-20
-20
-15
2" SUPPLY GAS P/L
8" BULK GAS P/L &
APPROXIMATE LOCATION OF W&T OFFSHORE, INC. PIPELINE
SG-23-83
SG-22-83
SG-21-83
SG-20-83
SG-19-83
MHVBC-02-19
MHVBC-03-19
MHVBC-04-19
MHVBC-05-19
RGB 10
GGB 9
RGB 8
GGB 7
GGB 5
RGB 4
GGB 3
RGB 2
GGB 1
RGB 6
MHVBC-01-19
S T
A .7
P O
E
S T
A . 2
.2
I
| CHC20001-G-001-Model-000 |
| CHC20001-G-002-Default-000 |
| CHC120001-G-003-sheet-000 |
| CHC20001-CN101-SHEET-000 |
| CHC20001-CN102-SHEET-000 |
| CHC20001-CN103-SHEET-000 |
| CHC20001-CN104-SHEET-000 |
| CHC20001-CN105-SHEET-000 |
| CHC20001-CN106-SHEET-000 |
File details come from the government source that posted it. Updated .