W912HN-21-B-5005_DRAWINGS.pdf
PDF 15 MB Posted
- Attached to
- Fiscal Year 21 Brunswick Inner Harbor Maintenance Dredging Federal contract opportunity
- Solicitation number
- W912HN21B5005
About this file
This solicitation is for maintenance dredging services for the Fiscal Year 2021 Brunswick Inner Harbor project. The scope of work involves removing up to approximately 500,000 cubic yards of sediment from the East River, South Brunswick River, and Lower Turtle River channels and turning basins within the Brunswick Inner Harbor to maintain depths of 36 feet. Dredged materials will be disposed of in the Andrews Island Confined Disposal Facility. The base duration for dredging is expected to be 90 calendar days following notice to proceed. This is a 100% small business set-aside solicitation to be awarded under sealed bidding procedures. The contracting agency is the U.S. Army Corps of Engineers Savannah District. Environmental restrictions limit dredging and disposal activities between mid-April through mid-August to protect least tern nesting.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912HB21B5005-Webex Bid Opening Attendee List.pdf | ||
| W912HB21B5005-Abstract (Optional Form 1419).pdf | ||
| B.08 AMD0001 Conformed Solicitation W912HN21B5005.pdf | ||
| B.08 AMD0001 Solicitation W912HN21B5005.pdf | ||
| B.08 W912HN21B5005 Specifications.pdf | ||
| B.08 W912HN21B5005 Drawings.pdf | ||
| B.08 W912HN21B5005 - Solicitation.pdf |
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Text version
WILLIAMS.LAURA.E.1229869279 Digitally signed by WILLIAMS.LAURA.E.1229869279 Date: 2021.06.07 11:01:03 -04'00'
BATH.STEVEN.M.1058162643 Digitally signed by BATH.STEVEN.M.1058162643 Date: 2021.06.07 15:05:19 -04'00'
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BRUNSWICK PULP
AND PAPER CO.
GEORGIA PORTS
AUTHORITY DOCKS
MAYOR'S
POINT
TURNING
BASIN
GEORGIA PORTS
AUTHORITY DOCKS
GEORGIA PORTS
AUTHORITY DOCKS
BESTWELL
GYPSUM CO.
VH101
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SCALE: 1" = 2500'
2500' 5000'0'
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K6ENHCMC 6/7/2021 11:34:53 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0615\DRAWINGS\CONSTRUCTION PLANS\UPDATED DRAWINGS\YW9GC101.DWG
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© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
33+000
34+000
35+000
36+000
37+000
38+000
0+000
1+000
2+000
3+000
A
A
B
-28.48
-28.70
-36.89
-36.82
-39.39
I
I
SCALE: 1"=200'
200' 400'0'
NOTES:
1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE RIVERBED.
2. STATIONS ARE AT 1000' INTERVALS.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) (EPOCH 1983-2001).
5. AERIAL IMAGERY DIGITAL GLOBE: 2021.
6. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983, STATE PLANE ZONE GA
EAST 1001.
7. SURVEY SHOWN COMPLETED IN JUNE 2021.
8. AERIAL IMAGERY: 2021 MAXAR CNES
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SHEET ID
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
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C A
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D
B
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A N
S I
D
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N B
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S A
V A
N N
A H
G
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W
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T H
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S A
V A
N N
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T R
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B R
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S W
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K6ENHCMC 8/10/2021 9:59:01 AM \\SAS-NETAPP2.SAS.DS.USACE.ARMY.MIL\FILE_SHARE\ENDATA\BIM\CIVIL3D PROJECTS\CWK0615\_SUBMITTALS\07_AMENDMENT 0001\CAD\05_HYDRO\YW9VH101-VH105.DWG
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A
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VH101
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866000 867000 868000 869000 870000
866000 867000 868000 869000 870000 871000
BN-26
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I N
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K
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A N
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PIPE RAMP
3+000
4+000
5+000
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C
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B
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NOTES:
1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE RIVERBED.
2. STATIONS ARE AT 1000' INTERVALS.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) (EPOCH 1983-2001).
5. AERIAL IMAGERY DIGITAL GLOBE: 2021.
6. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983, STATE PLANE ZONE GA
EAST 1001.
7. SURVEY SHOWN COMPLETED IN FEBRUARY 2021.
S O
L I C
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A T
I O
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N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
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D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
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C H
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K E
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B
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B M
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S I
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A I N
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N A
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D G
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B R
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K6ENDPRM 6/7/2021 8:56:23 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0615\DRAWINGS\CONSTRUCTION PLANS\YW9VH101-VH105.DWG
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SCALE: 1"=200'
200' 400'0'
864000.0000 865000.0000 866000.0000 867000.0000 868000.0000
864000.0000 865000.0000 866000.0000 867000.0000 868000.0000 869000.0000
VH102
E A
V
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M I N
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U R
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A N
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7+000
8+000
9+000
10+000
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NOTES:
1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE RIVERBED.
2. STATIONS ARE AT 1000' INTERVALS.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) (EPOCH 1983-2001).
5. AERIAL IMAGERY DIGITAL GLOBE: 2021.
6. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983, STATE PLANE ZONE GA
EAST 1001.
7. SURVEY SHOWN COMPLETED IN FEBRUARY 2021.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
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S I Z
E
D A
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C O
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R A
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B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
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G O
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C H
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K E
D
B
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B
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-W H
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SCALE: 1"=200'
200' 400'0'
863000.0000 864000.0000 865000.0000 866000.0000 867000.0000
863000.0000 864000.0000 865000.0000 866000.0000 867000.0000 868000.0000
VH103
E A
V
A
M I N
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I O
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A N
D R
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EAST RIVER FRONT RANGE
12+000
10+000
11+000
E
E
NOTES:
1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE RIVERBED.
2. STATIONS ARE AT 1000' INTERVALS.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) (EPOCH 1983-2001).
5. AERIAL IMAGERY DIGITAL GLOBE: 2021.
6. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983, STATE PLANE ZONE GA
EAST 1001.
7. SURVEY SHOWN COMPLETED IN FEBRUARY 2021.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
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C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
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U S
A
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Y
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K E
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A N
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-W H
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SCALE: 1"=200'
200' 400'0'
862000.0000 863000.0000 864000.0000 865000.0000 866000.0000
862000.0000 863000.0000 864000.0000 865000.0000 866000.0000 867000.0000
VH104
E A
V
A
M I N
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I O
N
S
U R
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-34.31
-34.25
-34.33
-34.07
-34.38
-34.77
3-
0-
4-
0-
0-
9-
2-
6-
8-
2-
4-
4-
0-
3-
4-
6-
4-
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LOWER TURTLE RIVER FRONT RANGE
COLONELS
ISLAND
42+000
43+000
44+000
45+000
45+069
0+000
1+000
2+000
45+069
46+000
P
F
F
T
NOTES:
1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE RIVERBED.
2. STATIONS ARE AT 1000' INTERVALS.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) (EPOCH 1983-2001).
5. AERIAL IMAGERY DIGITAL GLOBE: 2021.
6. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983, STATE PLANE ZONE GA
EAST 1001.
7. SURVEY SHOWN COMPLETED IN FEBRUARY 2021.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
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R I P
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A
M A
R K
S I Z
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D A
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C O
N T
R A
D R
A W
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B
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I S
S U
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D
A T
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SHEET ID
B
C
D
E
F
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U S
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T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
J U
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
B R
U N
S W
I C
K
I N
N E
R
H
A R
B O
R
M
A I N
T E
N A
N C
E
D
R E
D G
I N
G
B R
U N
S W
I C
K
H
A R
B O
R
G
E O
R G
I A
READY TO ADVERTISE (RTA)
C W
K
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L A
F O
N D
K6ENDPRM 6/7/2021 9:00:01 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0615\DRAWINGS\CONSTRUCTION PLANS\YW9VH101-VH105.DWG
C
C
L A
R K
E
C
C
L A
R K
E
L
W
I L L I A
M S
SCALE: 1"=200'
200' 400'0'
856000.0000 857000.0000 858000.0000 859000.0000 860000.0000
856000.0000 857000.0000 858000.0000 859000.0000 860000.0000 861000.0000
VH105
S O
U T
H
B
R U
N S
W I C
K
R
I V
E R
E X
A M
I N
A T
I O
N
S
U R
V
6-
8-
8-
6-
LOWER TURTLE RIVER FRONT RANGE
TURTLE RIVER REAR RANGE
B
E
R
B
U
C
K
B
E
R
A
U
C
K
3+000
4+000
5+000
6+000
7+000
7+190
F
F
F
G
G
H
H
NOTES:
1. SOUNDINGS SHOWN INDICATE ALL CHANGES OR CRITICAL POINTS IN THE RIVERBED.
2. STATIONS ARE AT 1000' INTERVALS.
3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. VERTICAL DATUM: MEAN LOWER LOW WATER (MLLW) (EPOCH 1983-2001).
5. AERIAL IMAGERY DIGITAL GLOBE: 2021.
6. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983, STATE PLANE ZONE GA
EAST 1001.
7. SURVEY SHOWN COMPLETED IN FEBRUARY 2021.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
J U
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
B R
U N
S W
I C
K
I N
N E
R
H
A R
B O
R
M
A I N
T E
N A
N C
E
D
R E
D G
I N
G
B R
U N
S W
I C
K
H
A R
B O
R
G
E O
R G
I A
READY TO ADVERTISE (RTA)
C W
K
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K6ENDPRM 6/7/2021 9:02:58 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0615\DRAWINGS\CONSTRUCTION PLANS\YW9VH101-VH105.DWG
C
C
L A
R K
E
C
C
L A
R K
E
L
W
I L L I A
M S
SCALE: 1"=200'
200' 400'0'
851000.0000 852000.0000 853000.0000 854000.0000 855000.0000
851000.0000 852000.0000 853000.0000 854000.0000 855000.0000 856000.0000
VH106
S O
U T
H
B
R U
N S
W I C
K
R
I V
A
M I N
A T
I O
N
S
U R
V
B
R
U
N
S
W
I
V
E
R
E
A
V
E
R
LOWER TURTLE RIVER
TURNING BASIN
HEAD SECTION LOCATION
DISPOSAL AREA ACCESS BY PIPE
RAMP AT STATION 166+00
(ONLY ACCESS FOR PIPE ON THE
EAST RIVER SIDE)
ROAD J - BEGINNING
OF PIPE LINE RAMP
N: 410,660.00
E: 866,270.00
SCALE: 1"=250'
250' 500'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
J U
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
B R
U N
S W
I C
K
I N
N E
R
H
A R
B O
R
M
A I N
T E
N A
N C
E
D
R E
D G
I N
G
B R
U N
S W
I C
K
H
A R
B O
R
G
E O
R G
I A
READY TO ADVERTISE (RTA)
C W
K
J
L A
F O
N D
K6ENHCMC 6/7/2021 11:05:58 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0615\DRAWINGS\CONSTRUCTION PLANS\UPDATED DRAWINGS\YW9CB101-CB102.DWG
C
C
L A
R K
E
C
C
L A
R K
E
L
W
I L L I A
M S
NOTES:
1. VERTICAL DATUM: MLLW (EPOCH 1983-2001).
2. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983, STATE PLANE ZONE GA
EAST 1001.
3. SURVEY SHOWN COMPLETED IN OCTOBER 2007, USACE (DURDEN AND PARTY).
4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
5. CONTROL ACCESS THROUGH THE GATE AND ENSURE IT REMAINS LOCKED AT ALL
TIMES.
6. AERIAL IMAGERY DIGITAL GLOBE: 2021.
A N
D R
E W
S
I S
L A
S
P O
S A
L
A
R E
A
CB101
860000.0000 861000.0000 862000.0000 863000.0000 864000.0000 865000.0000
860000.0000 861000.0000 862000.0000 863000.0000 864000.0000 865000.0000 866000.0000
E
A
V
E
R
WEIR #3
TOP 35
INV. IN: 14.00
INV. OUT: 8.80
(3) - 48" HDPE
WEIR #1
TOP 35
INV. IN: 16.00
INV. OUT: 6.00
48" HDPE
WEIR #5
TOP 35
INV. IN: 18.00
INV. OUT: 7.10
48" HDPE
ACCESS GATE
THE LADDER AT WEIR #3 ARE NOT USABLE AND
A SMALL BOAT WILL NEED TO BE USED TO HAVE
ACCESS TO ADD OR REMOVE BOARDS.
SCALE: 1"=250'
250' 500'0'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
J U
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
B R
U N
S W
I C
K
I N
N E
R
H
A R
B O
R
M
A I N
T E
N A
N C
E
D
R E
D G
I N
G
B R
U N
S W
I C
K
H
A R
B O
R
G
E O
R G
I A
READY TO ADVERTISE (RTA)
C W
K
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L A
F O
N D
K6ENHCMC 6/7/2021 11:06:45 AM C:\USERS\K6ENDPRM\DESKTOP\CWK0615\DRAWINGS\CONSTRUCTION PLANS\UPDATED DRAWINGS\YW9CB101-CB102.DWG
C
C
L A
R K
E
C
C
L A
R K
E
L
W
I L L I A
M S
NOTES:
1. VERTICAL DATUM: MLLW (EPOCH 1983-2001).
2. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983, STATE PLANE ZONE GA
EAST 1001.
3. SURVEY SHOWN COMPLETED IN OCTOBER 2007, USACE (DURDEN AND PARTY).
4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS RESULTS OF SURVEYS
MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
5. CONTROL ACCESS THROUGH THE GATE AND ENSURE IT REMAINS LOCKED AT ALL
TIMES.
6. AERIAL IMAGERY DIGITAL GLOBE: 2021.
858000.0000 859000.0000 860000.0000 861000.0000 862000.0000 863000.0000 864000.0000
858000.0000 859000.0000 860000.0000 861000.0000 862000.0000 863000.0000 864000.0000 865000.0000
CB102
A N
D R
E W
S
I S
L A
S
P O
S A
L
A
R
VARIES
VARIES 175'
VARIES
175'225'
VARIES TO
719'
VARIES
225' 175'
VARIES
175'225'
400'
175'
VARIES
200' 200'
400'
200' *300'
*300'200'
A - A
EAST RIVER
TYPICAL SECTION
STA. 0+000 TO STA. 2+500
N.T.S.
B - B
EAST RIVER
CHANNEL SECTION AND TURNING BASIN
STA. 2+500 TO STA. 4+500
N.T.S.
D - D
EAST RIVER
CHANNEL SECTION AND TURNING BASIN
STA. 6+250 TO STA. 7+120
N.T.S.
C - C
EAST RIVER
CHANNEL SECTION AND TURNING BASIN
STA. 4+500 TO STA. 6+250
N.T.S.
E - E
EAST RIVER
TYPICAL SECTION
STA. 7+120 TO STA. 12+000
N.T.S.
-38' M.L.L.W. ALLOWABLE OVERDEPTH
-36' M.L.L.W. REQUIRED DEPTH
0.0' M.L.L.W.
A A
MAXIMUM PAY
SLOPE PLANE
-39' ALLOWABLE OVERDEPTH
-37' REQUIRED TURNING BASIN DEPTH
REQUIRED DREDGING
SECTION
-43' M.L.L.W. ALLOWABLE OVERDEPTH
-41' M.L.L.W. REQUIRED DEPTH
0.0' M.L.L.W.
B B
MAXIMUM PAY
SLOPE PLANE
REQUIRED DREDGING
SECTION
-38' M.L.L.W. ALLOWABLE OVERDEPTH
-36' M.L.L.W. REQUIRED DEPTH
0.0' M.L.L.W.
E E
MAXIMUM PAY
SLOPE PLANE
REQUIRED DREDGING
SECTION
-39' M.L.L.W. ALLOWABLE OVERDEPTH
-37' M.L.L.W. REQUIRED DEPTH
0.0' M.L.L.W.
C C
MAXIMUM PAY
SLOPE PLANE
REQUIRED DREDGING
SECTION
D D 0.0' M.L.L.W.
-38' M.L.L.W. ALLOWABLE OVERDEPTH
-36' M.L.L.W. REQUIRED DEPTH
MAXIMUM PAY
SLOPE PLANE
REQUIRED DREDGING
SECTION
-39' ALLOWABLE OVERDEPTH
-37' REQUIRED TURNING BASIN DEPTH
225'
VARIES TO
719'
-38' M.L.L.W. ALLOWABLE OVERDEPTH
-36' M.L.L.W. REQUIRED DEPTH
-38' M.L.L.W. ALLOWABLE OVERDEPTH
-36' M.L.L.W. REQUIRED DEPTH
-38' M.L.L.W. ALLOWABLE OVERDEPTH
-36' M.L.L.W. REQUIRED DEPTH
REQUIRED DREDGING
SECTION
REQUIRED DREDGING
SECTION
REQUIRED DREDGING
SECTION
F F 0.0' M.L.L.W.
G G 0.0' M.L.L.W.
H H 0.0' M.L.L.W.
F - F
SOUTH BRUNSWICK RIVER
TYPICAL SECTION
STA. 1+075 TO STA.
2+750
STA. 6+100 TO STA.
7+000
N.T.S.
G - G
SOUTH BRUNSWICK RIVER
TYPICAL SECTION
STA. 2+750 TO STA.
5+000
N.T.S.
H - H
SOUTH BRUNSWICK RIVER
TYPICAL SECTION
STA. 5+000 TO STA.
6+100
N.T.S.
* TRANSITION FROM 5+000 TO 5+250
AND FROM 6+000 TO 6+100
* TRANSITION FROM 2+750 TO 2+950
AND FROM 4+250 TO 5+000
200' 200'
400'
REQUIRED DREDGING
SECTION
I I 0.0' M.L.L.W.
-38' M.L.L.W. ALLOWABLE OVERDEPTH
-36' M.L.L.W. REQUIRED DEPTH
I - I
LOWER TURTLE RIVER
TYPICAL SECTION
STA. 34+000 TO STA.
36+000
N.T.S.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
J U
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
B R
U N
S W
I C
K
I N
N E
R
H
A R
B O
R
M
A I N
T E
N A
N C
E
D
R E
D G
I N
G
B R
U N
S W
I C
K
H
A R
B O
R
G
E O
R G
I A
READY TO ADVERTISE (RTA)
C W
K
J
L A
F O
N
K6ENHCMC
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