W9127820B0003 RTA DRAWINGS.pdf
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- Solicitation number
- W9127820B0003
About this file
This document includes technical drawings and specifications for a federal solicitation to dredge and widen the Mobile Harbor in Alabama. The solicitation number is W9127820B0003 and was issued by the U.S. Army Corps of Engineers Engineering District Mobile. The technical drawings depict the overall and partial dredge plans, dredge disposal areas, and bar channel cross sections. Products and services required include dredging and widening of the Mobile Harbor to deepen the navigation channel. The response deadline is not stated.
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Other files
| File | Type | Posted |
|---|---|---|
| W9127820B0003 Abstract.pdf | ||
| W9127820B0003 AM01.pdf | ||
| W9127820B0003 AM01 DRAWINGS.pdf | ||
| W9127820B0003 IFB.PDF | ||
| W9127820B0003 EM 385-1-1.pdf |
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Text version
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MOBILE DISTRICT PROJECT CODE: CHC20001
SOLICITATION NO: W9127820B0003
AUGUST 2020
6 7
SHEET ID
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TITLE OF DRAWINGS
COVER SHEET WITH INDEX OF DRAWINGS
GENERAL NOTES
PROJECT MAP
OVERALL DREDGE PLAN
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
PARTIAL DREDGE PLAN
DREDGE DISPOSAL AREA
BORING PLAN AND PROFILE
BAR CHANNEL CROSS SECTIONS
BAR CHANNEL CROSS SECTIONS
BAR CHANNEL CROSS SECTIONS
BAR CHANNEL CROSS SECTIONS
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US Army Corps of Engineers®
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
MOBILE, ALABAMA
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1793102.80 57486.362119+33.78
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1798233.86 91904.651765+99.29
1798307.71 92490.011760+09.29
STATION NORTHING EASTING
CENTERLINE COORDINATES
MOBILE BAR CHANNEL
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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.
3. THE HYDROGRAPHIC SURVEY FOR THIS PROJECT 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:
0 20000'10000' p o o
PROJECT LOCATION
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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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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
CHANNEL TOE
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TOP OF SLOPE
MOBILE BAR CHANNEL TYPICAL DREDGE SECTION
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1790878.03 50816.25 G
1792289.95 54515.42 F
1792739.97 55414.01 E
1792822.53 57593.34 D
1794548.94 60153.45 C
1794103.39 61777.99 B
1794886.12 61594.90 A
EASTINGNORTHINGPNT.
0 500' 1200'
XX-XX-XX
LEGEND
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E:1792500 E:1792500
E:1795000 E:1795000
VARIES
VARIES
EXISTING GRADE
DEEPENING DREDGE TEMPLATE
CENTERLINE OF CHANNEL
1. SEE SHEET G-002 FOR GENERAL NOTES.
NOTES:
GULF OF MEXICO
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ROUTINE MAINTENANCE (O&M) DREDGING
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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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1790317.48 51030.21 H
1790878.03 50816.25 G
1792289.95 54515.42 F
1792739.97 55414.01 E
1792822.53 57593.34 D
1794548.94 60153.45 C
1794103.39 61777.99 B
1794886.12 61594.90 A
EASTINGNORTHINGPNT.
1. SEE SHEET G-002 FOR GENERAL NOTES.
NOTES:
J U
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W
B
A R
M Y C
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F E
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CN102CN102
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MOBILE BAR CHANNEL TYPICAL DREDGE SECTION
N.T.S.
VARIES
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
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D A
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D B
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S
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A T
E
B
C
D
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F
G
B
IL
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S
T J
O S
E P
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T
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IS
T R
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A M
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IC
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IO
N N
O
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S
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N E
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IO
N
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S
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IT
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D A
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O
C H
E C
K E
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IS
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S .O S
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X
X X
X -X
X -X -X
T C
H L
IN
E T
O S
H E
E T C
N
CHANNEL CENTERLINE
400'0 200'
CN102
CN103
CN104
KEY MAP
TOP OF SLOPE
SEDIMENT TRAP
CHANNEL TOE
M A
T C
H L
IN
E T
O S
H E
E T C
N
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:179
E:179
E:179
E:179
E:179
E:179
E:179
E:179
C H
C -C
N .d
C
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N
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S O
N
E
G O
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B
C R
A N
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N
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S O
N
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B
C R
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T
IA
L D
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D G
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IA
L D
R E
D G
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L
B
IL
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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
CHANNEL COORDINATES
1790317.48 51030.21 H
1790878.03 50816.25 G
1792289.95 54515.42 F
1792739.97 55414.01 E
1792822.53 57593.34 D
1794548.94 60153.45 C
1794103.39 61777.99 B
1794886.12 61594.90 A
EASTINGNORTHINGPNT.
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
CN103CN103
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
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
-54
-54
-53
-52
-52
-51
-51
-50
-50
-50
G
H
SG-23-83
SG-22-83
RGB 2
GGB 1
S T
A .7
P O
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S O
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IT
A T
IO
N N
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D E
S
IG
N E
D B
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N
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S
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S U
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D B
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C O
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C T N
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K E
D B
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D R
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N B
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IS
S
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B
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D
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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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B
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T R
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C A
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E
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H E
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A M
E
A N
S I
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IC
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Y
D E
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T
IO
N
A
M A
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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
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E P
H S
T R
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T
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B
IL
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T R
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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
CHANNEL CENTERLINE
400'0 200'
CN102
CN103
CN104
KEY MAP
TOP OF SLOPE
CHANNEL TOE
M A
T C
H L
IN
E T
O S
H E
E T C
N
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:178
E:178
E:179
E:179
E:179
E:179
E:179
E:179
C H
C
C H
C -C
N .d
R
T
IA
L D
R E
D G
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L
A L L E
N
J
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N
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G O
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B
C R
A N
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H C
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T
IA
L D
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L
A L L E
N
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B
C R
A
B
IL
E H
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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
CHANNEL COORDINATES
1790317.48 51030.21 H
1790878.03 50816.25 G
1792289.95 54515.42 F
1792739.97 55414.01 E
1792822.53 57593.34 D
1794548.94 60153.45 C
1794103.39 61777.99 B
1794886.12 61594.90 A
EASTINGNORTHINGPNT.
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
CN104CN104
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
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
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
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S U
B M
IT
T E
D B
Y
D A
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C O
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C T N
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C H
E C
K E
D B
Y
D R
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Y
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S
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E
B
C
D
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F
G
B
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E
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S
T J
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T
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T R
IC
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O D
E
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S .O S
H E
E T F
IL
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A M
E
A N
S I
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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
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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
LIC
A N
IS
LA
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
CN105CN105
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
RGB 2
1770+00
1775+00 1780+0
1785+0
1790+0
1795+0
1800+0
1805+0
1810+0
1815+0
1820+0
1825+0
1830+0
1835+0
1840+0
1845+0
1850+0
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. 1779
+68.48PI
STA. 1795
+68.83
PI
STA. 1844
+13.10
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. 1854
+68.20
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 CENTERLINE
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
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
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 2075+00 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
CN106CN106
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'
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2" SUPPLY GAS P/L
8" BULK GAS P/L & APPROXIMATE LOCATION OF W&T OFFSHORE, INC. PIPELINE
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-50
-40
-70
-60
-50
-40
E L E
V A
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IO
N I
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0 100 200 300 400 500 600-100-200-300-400-500-600-700
2175+00.00
-70
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-50
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E L E
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N I
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-70
-60
-50
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E L E
V A
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N I
N F
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0 100 200 300 400 500 600-100-200-300-400-500-600-700
2180+00.00
-70
-60
-50
-40
-70
-60
-50
-40
0 100 200 300 400 500 600-100-200-300-400-500-600-700
2185+00.00
-70
-60
-50
-40
E L E
V A
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N I
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E E
T M
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-70
-60
-50
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0 100 200 300 400 500 600-100-200-300-400-500-600-700
2189+58.71
-70
-60
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E L E
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N I
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E E
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W
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A R
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®of Engineers US Army Corps
®of Engineers US Army Corps
CN304
D E
E P
E N
IN
G A
N D W
ID
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G P
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| 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 |
| CHC20001-CN301-Model-000 |
| CHC20001-CN302-Model-000 |
| CHC20001-CN303-Model-000 |
| CHC20001-CN304-Model-000 |
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