21B5006 Plans_FINAL_Pt2.pdf
PDF 29 MB Posted
- Attached to
- FY21 Savannah Inner Harbor Maintenance Dredging
- Solicitation number
- W912HN21B5006
About this file
This solicitation is for maintenance dredging services for the Savannah Inner Harbor in Georgia. Up to four million cubic yards of sediment will be removed from the harbor channels and turning basins, which range in authorized depth from 30 to 42 feet below mean lower low water. Dredged material will be disposed of in several upland confined disposal areas owned by state and local entities. The environmental windows prohibit certain dredging activities from April to May and July to September. The estimated contract duration is one year from notice to proceed. This will be procured as a fixed price contract under full and open competition with an anticipated value between $25-100 million. A pre-bid conference will be held on July 8, 2021.
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PP#522313
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PP#495881/DGWA
12A UNDERDRAIN VALVE #1
PP#531037
WEIR 12A-5 OUTFALL
WEIR 12A-3 OUTFALL
WEIR 12A-1 OUTFALL
CE2
14.34
BIRD ISLAND
NOTES:
1. VERTICAL DATUM: MEAN LOWER LOW WATER,
EPOCH 1983-2001.
2. HORIZONTAL DATUM: NORTH AMERICAN
OF 1983 STATE PLANE COORDINATES
STATE ZONE GA EAST 1001
NO ANCHORS OR
SPUDS IN THIS ZONE
N 762,615.86 E 995,829.98
N 762,989.26 E 996,091.31
N 762,662.12 E 996,550.57
N 762,287.74 E 996,265.09
WEIR 12A-1
WEIR 12A-5
6'-0"
6'-0"
6'-0"
6'-0"
WEIR 12A-3
WEIR 12A-4
WEIR 12A-4 OUTFALL
12A STAGING AREA
(SHARED WITH OTHER
CONTRACTORS)
DISPOSAL AREA 12A
MONITORING PLATFROM
3. AERIAL IMAGERY: 2021 MAXAR CNES
APPROXIMATE LOCATION
OF HEAD SECTION
HARBOR STA. 7
9+
TIDE GATE HAS BEEN REMOVED
U.S. 1
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HEAD SECTION LOCATION AREA
DISPOSAL AREA 13A
6'-0"
6'-0"
6'-0"
6'-0"
2 - 30" UNDERGROUND LINES SPACED ABOUT 10 FT APART
LNG HIGH PRESSURE GAS PIPELINES
WEIR 13B-2
WEIR 13A-1 (NOT IN USE)
WEIR 13A-2 (NOT IN USE)
WEIR 13A-3 (W/ 48" KNIFE GATE VALVE)
WEIR 13A-4 (W/ 48" KNIFE GATE VALVE) WEIR 13A-5 (W/ 48" KNIFE GATE VALVE)
WEIR 13A-6 (W/ 48" KNIFE GATE VALVE)
6'-0"
6'-0"
NOTES:
1. VERTICAL DATUM: MEAN LOWER LOW WATER,
EPOCH 1983-2001.
2. HORIZONTAL DATUM: NORTH AMERICAN
OF 1983 STATE PLANE COORDINATES
STATE ZONE GA EAST 1001
3. LNG PIPELINES ELEVATIONS SEE REFERENCE SHEET RC105
+6
+5
+4
+3
4. AERIAL IMAGERY: 2021 MAXAR CNES
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DISPOSAL AREA 13-B
APPROXIMATE LOCATION
OF HEAD SECTION
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WEIR 13B-1
WEIR 13B-2 WEIR 13B-3
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
WEIR 13B-4
(Catwalks scheduled to be installed. A small boat shall be used to access the weir boards if the catwalks have not been installed)
WEIR 13B-5
(Catwalks scheduled to be installed. A small boat shall be used to access the weir boards if the catwalks have not been installed)
NOTES:
1. VERTICAL DATUM: MEAN LOWER LOW WATER,
EPOCH 1983-2001.
2. HORIZONTAL DATUM: NORTH AMERICAN
OF 1983 STATE PLANE COORDINATES
STATE ZONE GA EAST 1001
3. AERIAL IMAGERY: 2021 MAXAR CNES
CB103
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© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
R \ 48\
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175+00
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185+00
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255+00
6'-0"
6'-0"
6'-0"
APPROXIMATE EXTENT OF
NEW DMCA 14B INTERIOR SWALE
WEIR 14B-1
WEIR 14B-2
WEIR 14B-3
BLOCKED WITH DIRT FILLMAINTAIN DIRT AROUND WEIR
BLOCKED WITH DIRT FILLMAINTAIN DIRT AROUND WEIR
BLOCKED WITH DIRT FILLMAINTAIN DIRT AROUND WEIR
48" KNIFE GATE VALVE INSTALLED
WEIR 14B-4/5
APPROXIMATE LOCATIONS
OF EXISTING SHEP
MONITORING WELLS
DO NOT DISTURB
3-HDPE 30 IN. DIAMETER
CULVERTS WITH FLAP GATES
APPROXIMATE LOCATION
OF HEAD SECTION
FOR O&M DREDGING
DMCA 14A/14B CROSS
DIKE WEIR
0+00
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
59+66
DISPOSAL AREA 14B
BIRD ISLAND REMOVED
DMCA 14A/14B
CROSSDIKE
NOTES:
1. VERTICAL DATUM: MEAN LOWER LOW WATER,
EPOCH 1983-2001.
2. HORIZONTAL DATUM: NORTH AMERICAN
OF 1983 STATE PLANE COORDINATES
STATE ZONE GA EAST 1001
3. AERIAL IMAGERY: 2021 MAXAR CNES
APPROXIMATE LOCATION
OF HEAD SECTION
(FOR CADMIUM MATERIAL ONLY)
33.52
29.2927.2525.2823.9722.9122.3322.0322.0122.0122.0222.00 22.08
22.20 22.10
22.00 21.98
21.99 21.98
21.8421.8821.7021.4521.3421.4221.3421.4821.5821.53 21.6621.4921.4321.2020.93
20.75 20.71
21.10 21.11
21.08 20.99
21.67 21.92
21.69 21.58
21.5421.38 21.60
21.7522.0322.2122.20 22.09
21.6621.52 21.70
21.91 21.9521.92
21.84 21.87
21.87 21.76
21.91 22.04
21.98 21.90
21.90 21.91
21.87 21.70
21.7521.8122.00 21.91
21.49 21.42
21.40 21.79
21.71 21.48
21.26 21.12
21.11 21.17
21.24 21.37
21.49 21.21
21.44 21.73
21.79 21.74
21.69 21.74
21.67 21.61
21.59 21.67 21.92 24.15 27.24 30.5833.55
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R \ 30\ FL R 4SEC
R \ 48\
0+000+00
5+00
+0
+0
0 20+00 25+00
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35+00
+0
45+00 50+00
55+00
+0
+0
+0
75+00
80+00
85+00
90+00
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100+00
5+
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0+
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475+00
480+00
5+
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WEIR JOI-3
115+00
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155+00
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35+00
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WEIR JOI-5
140+00
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H
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APPROXIMATE LOCATION
OF HEAD SECTION
0+000+00
5+00
+0
+0
0 20+00 25+00
30+00
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+0
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55+00
+0
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75+00
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90+00
95+00
100+00
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0+
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0+
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0+
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470+00
475+00
480+00
5+
0+
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0+
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WEIR JOI-2
WEIR JOI-3
115+00
120+00
125+00
130+00
135+00
140+00
145+00
150+00
155+00
160+00
5+
0+
5+
0+
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0+
5+
0+
5+
410+00
WEIR JOI-4
35+00
45+00 45+00
WEIR JO
I-1
(O
UT O
F SERVICE)
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
BIRD ISLAND AND
CONTAINMENT DIKE
TOP OF PILE ELEVATION
22'-0" ABOVE MLLW
(3) 18"(MINIMUM) DIAMETER ROUND
HSS CONSTRUCTION PILES BY
CONTRACTOR
CONTRACTORS RAMP
NOTES:
1. VERTICAL DATUM: MEAN LOWER LOW WATER,
EPOCH 1983-2001.
2. HORIZONTAL DATUM: NORTH AMERICAN
OF 1983 STATE PLANE COORDINATES
STATE ZONE GA EAST 1001
3. AERIAL IMAGERY: 2021 MAXAR CNES
4. ROCK REVETMENT PROJECT IS ONGOING AND IS
UP TO THE SAV O&M CONTRACTOR TO
COORDINATE WITH THE ROCK REVETMENT
CONTRACTOR TO PUMPING INTO JONES ISLAND.
N 757,361.38 E 1,033,600.36
N 757,143.87 E 1,033,565.10
FLOATING DOCK
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T
FY
SA
VA
N N
AH
IN
N
ER
H
AR
BO
R
O &M
D R
ED
G
IN
G
SA
VA
N N
AH
H
AR
BO
R , G
EO
R
G
IA
READY TO ADVERTISE (RTA)
C W
K0
J.
C
AN
N
AD
AY
K6ENHCMC 6/29/2021 8:49:07 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\CB101TOCB107.DWG
C . C
LA
R
KE
C . C
LA
R
KE
L.
W
IL
LI
135+00
150+00
155+00
160+00
5+
0+
5+
WEIR JOI-5
140+00
160+00
5+
0+
5+
0+
5+
0+
5+
5+
5+
0+
5+
0+
5+
0+
5+
0+
5+
0+
210+00
215+00
220+00
225+00 230+00
235+00
240+00
245+00
250+00
255+00 260+00
265+00
270+00
275+00
280+00
285+00
290+00
295+00
300+00
305+00
310+00
315+00
320+00
WEIR JOI-5
135+00
140+00
145+00
150+00
155+00
160+00
5+
0+
5+
6'-0"
NOTES:
1. VERTICAL DATUM: MEAN LOWER LOW WATER,
EPOCH 1983-2001.
2. HORIZONTAL DATUM: NORTH AMERICAN
OF 1983 STATE PLANE COORDINATES
STATE ZONE GA EAST 1001
3. AERIAL IMAGERY: 2021 MAXAR CNES
APPROXIMATE LOCATION
OF HEAD SECTION
CB106
D A-
JO
N
E' S/
O
YS
TE
R
BE
D
D
IS
PO
SA
L
AR
EA
Feet 0 500 1000
1040000 1042000 1044000 1046000 1048000
1040000 1042000 1044000 1046000 1048000 1050000
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
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C R
IP
TI
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A
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AR
K
SI
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D
AT
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C O
N
TR
AC
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N O
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
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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
. A R
M Y
C O
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O F
EN
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IN
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C
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O
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C O
D E
C H
EC
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D B
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SU
BM
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D B
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AN
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D
-W
2H N
-2 1-
B-
JU
N
E
SA
VA
N N
AH
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A
W . O
G
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TH
O
R
PE
A
VE
SA
VA
N
N
AH
D
IS
TR
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T
FY
SA
VA
N N
AH
IN
N
ER
H
AR
BO
R
O &M
D R
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G
IN
G
SA
VA
N N
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BO
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READY TO ADVERTISE (RTA)
C W
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K6ENHCMC 6/29/2021 8:46:54 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\CB101TOCB107.DWG
C . C
LA
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C . C
LA
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L.
W
IL
LI
DISPOSAL AREA 12A
DISPOSAL AREA 13A
DISPOSAL AREA 13-B
NOTES:
1. VERTICAL DATUM: MEAN LOWER LOW WATER. EPOCH
1983-2001.
2. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983
STATE PLANE COORDINATES STATE ZONE GA EAST 1001.
3. AERIAL IMAGERY: 2021 MAXAR CNES
DISPOSAL AREA ACCESS ROUTE
U.S. 1
ELECTRONIC GATE
CB107
D
IS
PO
SA
L
AR
EA
A
C C
ES
S
R O
U
TE
SO
LI
C
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AT
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N N
O
D
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IG
N
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B
Y:
D
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C R
IP
TI
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A
M
AR
K
SI
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D
AT
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C O
N
TR
AC
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N O
D R
AW
N
B Y:
IS
SU
E D
AT
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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
PS
O F
EN
G
IN
EE
R S
C
AT
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O
R Y
C O
D E
C H
EC
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D B
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SU
BM
IT
TE
D B
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AN
SI
D
-W
2H N
-2 1-
B-
JU
N
E
SA
VA
N N
AH
, G
A
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
D
IS
TR
IC
T
FY
SA
VA
N N
AH
IN
N
ER
H
AR
BO
R
O &M
D R
ED
G
IN
G
SA
VA
N N
AH
H
AR
BO
R , G
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READY TO ADVERTISE (RTA)
C W
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C
AN
N
AD
AY
K6ENHCMC 6/29/2021 8:53:06 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\CB101TOCB107.DWG
C . C
LA
R
KE
C . C
LA
R
KE
L.
W
IL
LI
200' 200' 400'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-38.0' REQUIRED DEPTH
NOT TO SCALE
B1-B1
-40.0' ALLOWABLE OVERDEPTH
200'
500'
REQUIRED SECTION
CL
TYPICAL SECTION
-47.0' REQUIRED DEPTH
CHANNEL WIDENER & CHANNEL
STATION 103+000 TO 102+000
NOT TO SCALE
VARIES 300'-400'
C1-C1
-49.0' ALLOWABLE OVERDEPTH
200' 200' 400'
REQUIRED SECTION
CL
TYPICAL SECTION
KINGS ISLAND TURNING BASIN
KINGS ISLAND TURNING BASIN
CHANNEL
STATION 102+000 TO 98+750
NOT TO SCALE
VARIES+
-57.0' ALLOWABLE OVERDEPTH
-51.0' ALLOWABLE OVERDEPTH
-49.0' REQUIRED DEPTH
110-1200
C2-C2
-55.0' REQUIRED DEPTH
STA. 105+500 TO 104+250
EL 0.0 MLLW EL 0.0 MLLW
EL 0.0 MLLW
EL 0.0 MLLW
200' 200' 400' 200'
TYPICAL SECTION
ARGYLE ISLAND TURNING BASIN AND CHANNEL
CL
3 3
-38.0' REQ. DEPTH OF CHANNEL
CHANNEL A.I.T.B.
REQUIRED SECTION
-30.0' REQ. DEPTH OF TURNING BASIN
STATION 104+250 TO 103+000
NOT TO SCALE
-32.0' ALLOWABLE OVERDEPTH
-40.0' ALLOWABLE OVERDEPTH
B2-B2
REQUIRED SECTION
CL
TYPICAL SECTION
MARSH ISLAND TURNING BASIN
MARSH ISLAND TURNING BASIN
CHANNEL
NOT TO SCALE
(VARIES)+120' TO 200' 350' TO 390'
VARIES VARIES
320' TO 370'
900'
* EXCEPT IN TRANSITIONAL AREAS
-34.0' REQ. DEPTH OF TURNING BASIN
-36.0' ALLOWABLE OVERDEPTH
-51.0' ALLOWABLE OVERDEPTH
200' 300'
500'
REQUIRED SECTION
CL
TYPICAL SECTION
CHANNEL
NOT TO SCALE
D1-D1
-51.0' ALLOWABLE OVERDEPTH
STA. 97+750-91+600
REQUIRED SECTION
CL
TYPICAL SECTION
MARSH ISLAND TURNING BASIN
MARSH ISLAND TURNING BASIN
CHANNEL
STATION 91+600 TO 89+500
NOT TO SCALE
(VARIES)+120' TO 200' 350' TO 390'
VARIES VARIES
320' TO 370'
900'
* EXCEPT IN TRANSITIONAL AREASD2-D2
-49.0' REQUIRED DEPTH
-49.0' REQUIRED DEPTH
EL 0.0 MLLW
EL 0.0 MLLW
250'
REQUIRED SECTION
CL
TYPICAL SECTION
CHANNEL
NOT TO SCALE
D3-D3
-51.0' ALLOWABLE OVERDEPTH
STA. 89+500 TO 87+630
380' TO 250'
VARIES
VARIES
630' TO 500'
250' 300' 550'
REQUIRED SECTION
CL
TYPICAL SECTION
CHANNEL
NOT TO SCALE
D4-D4
-51.0' ALLOWABLE OVERDEPTH
STA. 87+630 TO 86+960
250'
REQUIRED SECTION
CL
TYPICAL SECTION
CHANNEL
NOT TO SCALE
D5-D5
-51.0' ALLOWABLE OVERDEPTH
STA. 86+960 TO 85+960
300' TO 250'
VARIES
VARIES
550' TO 500'
250' 250' 500'
REQUIRED SECTION
CL
TYPICAL SECTION
CHANNEL
NOT TO SCALE
D6-D6
-51.0' ALLOWABLE OVERDEPTH
STA. 85+960 TO 79+600
250' 250' 700'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-49.0' REQUIRED DEPTH
NOT TO SCALE
STA. 79+600 TO 77+500
E1-E1
-51.0' ALLOWABLE OVERDEPTH
250' 300' 550'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-49.0' REQUIRED DEPTH
NOT TO SCALE
STA. 77+280 TO 76+550
E2-E2
-51.0' ALLOWABLE OVERDEPTH
-49.0' REQUIRED DEPTH
-49.0' REQUIRED DEPTH
-49.0' REQUIRED DEPTH -49.0' REQUIRED DEPTH
STA. 76+300 TO 72+000
EL 0.0 MLLW EL 0.0 MLLW EL 0.0 MLLW
EL 0.0 MLLWEL 0.0 MLLW
EL 0.0 MLLW
250'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-49.0' REQUIRED DEPTH
NOT TO SCALE
STA. 72+000 TO 71+000
E3-E3
-51.0' ALLOWABLE OVERDEPTH
VARIES
250' TO 328'
VARIES
500' TO 578'
EL 0.0 MLLW
CN301
C H
AN
N
EL
T
YP
IC
AL
S
EC
TI
O N
S
- S
AV
AN
N
AH
H
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BO
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SO
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AT
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N N
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IG
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B
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D
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C R
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A
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K
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D
AT
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C O
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TR
AC
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N O
D R
AW
N
B Y:
IS
SU
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AT
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SHEET ID
B
C
D
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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
PS
O F
EN
G
IN
EE
R S
C
AT
EG
O
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C O
D E
C H
EC
KE
D B
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SU
BM
IT
TE
D B
Y:
AN
SI
D
-W
2H N
-2 1-
B-
JU
N
E
SA
VA
N N
AH
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A
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
D
IS
TR
IC
T
FY
SA
VA
N N
AH
IN
N
ER
H
AR
BO
R
O &M
D R
ED
G
IN
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SA
VA
N N
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BO
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READY TO ADVERTISE (RTA)
C W
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AD
AY
K6ENHCMC 6/29/2021 6:55:35 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\CN101TOCN108.DWG
C . C
LA
R
KE
C . C
LA
R
KE
L.
W
IL
LI
250' 328' 578'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-49.0' REQUIRED DEPTH
NOT TO SCALE
STA. 71+000 TO 70+000
E4-E4
-51.0' ALLOWABLE OVERDEPTH
250' 328' 578'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-51.0' REQUIRED DEPTH
NOT TO SCALE
STA. 70+000 TO 69+780
F1-F1
-53.0' ALLOWABLE OVERDEPTH
EL 0.0 MLLW EL 0.0 MLLW
250' 250' 500' 400'
TYPICAL SECTION
3 3
1 1
-51.0' REQ. DEPTH OF CHANNEL
CHANNEL A.I.T.B.
REQUIRED SECTION
-38.0' REQ. DEPTH OF TURNING BASIN
NOT TO SCALE
-40.0' ALLOWABLE OVERDEPTH
-53.0' ALLOWABLE OVERDEPTH
* EXCEPT IN AREAS OF TRANSITION
FIG ISLAND TURNING BASIN AND CHANNEL
STATION 69+650 TO 67+400
F2-F2
250' 250' 500'
REQUIRED SECTION 1
CL
TYPICAL SECTION
MAX PAY SLOPE
MAX PAY SLOPE
CHANNEL
-51.0' REQUIRED DEPTH
NOT TO SCALE
STA. 67+400 TO 63+280
F3-F3
-53.0' ALLOWABLE OVERDEPTH
STA. 52+340 TO 51+330
STA. 58+830 TO 54+830
250'
REQUIRED SECTION 1
CL
TYPICAL SECTION
MAX PAY SLOPE
MAX PAY SLOPE
CHANNEL
-51.0' REQUIRED DEPTH
NOT TO SCALE
STA. 63+280 TO 58+830
F4-F4
-53.0' ALLOWABLE OVERDEPTH
VARIES
250' TO 445'
VARIES
500' TO 695'
250' 350' 600'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-51.0' REQUIRED DEPTH
NOT TO SCALE
STA. 54+480 TO 53+130
F5-F5
-53.0' ALLOWABLE OVERDEPTH
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-51.0' REQUIRED DEPTH
NOT TO SCALE
STA. 53+130 TO 52+340
F6-F6
-53.0' ALLOWABLE OVERDEPTH
VARIES
250' TO 350'
VARIES
500' TO 620'
250' TO 330'
VARIES
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-51.0' REQUIRED DEPTH
NOT TO SCALE
STA. 51+330 TO 49+490
F7-F7
-53.0' ALLOWABLE OVERDEPTH
VARIES, SEE PLAN VIEW
VARIES VARIES
STA. 31+040 TO 27+820
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-51.0' REQUIRED DEPTH
STA. 49+490 TO 45+810
F8-F8
-53.0' ALLOWABLE OVERDEPTH
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-51.0' REQUIRED DEPTH
NOT TO SCALE
STA. 45+610 TO 44+610
F9-F9
-53.0' ALLOWABLE OVERDEPTH
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-51.0' REQUIRED DEPTH
NOT TO SCALE
STA. 44+390 TO 41+690
-53.0' ALLOWABLE OVERDEPTH
STA. 27+230 TO 25+280
NOT TO SCALE
400' 400' 800'
350' 350' 700'
F10-F10
300' 400' 700'
EL 0.0 MLLW
EL 0.0 MLLW EL 0.0 MLLW EL 0.0 MLLW
EL 0.0 MLLW
EL 0.0 MLLW EL 0.0 MLLW
EL 0.0 MLLW
EL 0.0 MLLW
250' 250' 500'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-49.0' REQUIRED DEPTH
G1-G1
-51.0' ALLOWABLE OVERDEPTH
NOT TO SCALE
STA. 2+350 TO 0+000
STA. 24+000 TO 11+725
EL 0.0 MLLW
CN302
C H
AN
N
EL
T
YP
IC
AL
S
EC
TI
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S
- S
AV
AN
N
AH
H
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BO
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B
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D
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C R
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TI
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A
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K
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D
AT
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C O
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TR
AC
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N O
D R
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N
B Y:
IS
SU
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AT
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SHEET ID
B
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D
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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
. A R
M Y
C O
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IN
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C
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C O
D E
C H
EC
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D B
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SU
BM
IT
TE
D B
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AN
SI
D
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2H N
-2 1-
B-
JU
N
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SA
VA
N N
AH
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A
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
D
IS
TR
IC
T
FY
SA
VA
N N
AH
IN
N
ER
H
AR
BO
R
O &M
D R
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G
IN
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N N
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READY TO ADVERTISE (RTA)
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K6ENHCMC 6/29/2021 6:55:54 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\CN101TOCN108.DWG
C . C
LA
R
KE
C . C
LA
R
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L.
W
IL
LI
250' 300'
TYPICAL SECTION
CL
3 3
-49.0' REQ. DEPTH OF CHANNEL
CHANNEL
REQUIRED SECTION
-40.0' REQ. DEPTH OF TURNING BASIN
NOT TO SCALE
-42.0' ALLOWABLE OVERDEPTH
-51.0' ALLOWABLE OVERDEPTH
G3-G3
REHANDLING BASIN AND CHANNEL
STATION 10+170 TO 4+400
350' TO 250'
600' TO 500'
REHANDLING
BASIN
250' 450'
TYPICAL SECTION
CL
-49.0' REQ. DEPTH OF CHANNEL
CHANNEL
REQUIRED SECTION
-40.0' REQ. DEPTH OF TURNING BASIN
NOT TO SCALE
-42.0' ALLOWABLE OVERDEPTH
-51.0' ALLOWABLE OVERDEPTH
G4-G4
BASIN
STATION 4+400 TO 2+350
OYSTERBED ISLAND TURNING BASIN AND CHANNEL
O.I.T.B.
100'
O.I.T.B.
BASIN
-42.0' ALLOWABLE OVERDEPTH
-40.0' REQ. DEPTH OF TURNING BASIN
250' 500'
250' 350' 600'
REQUIRED SECTION 1
CL
TYPICAL SECTION
CHANNEL
-49.0' REQUIRED DEPTH
NOT TO SCALE
G2-G2
-51.0' ALLOWABLE OVERDEPTH
STA. 11+390 TO 10+170
EL 0.0 MLLW EL 0.0 MLLW EL 0.0 MLLW
CN303
C H
AN
N
EL
T
YP
IC
AL
S
EC
TI
O N
S
- S
AV
AN
N
AH
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BO
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N N
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IG
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B
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D
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C R
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C O
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N O
D R
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N
B Y:
IS
SU
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SHEET ID
B
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D
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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
. A R
M Y
C O
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O F
EN
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IN
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C O
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D B
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SU
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D B
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AN
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2H N
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B-
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N
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SA
VA
N N
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A
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TH
O
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PE
A
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SA
VA
N
N
AH
D
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TR
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T
FY
SA
VA
N N
AH
IN
N
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H
AR
BO
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D R
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K6ENHCMC 6/29/2021 6:56:15 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\CN101TOCN108.DWG
C . C
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RC101A
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SO
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D
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C O
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N O
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N
B Y:
IS
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SHEET ID
B
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D
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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
. A R
M Y
C O
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O F
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IN
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C
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O
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C O
D E
C H
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D B
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SU
BM
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D B
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AN
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2H N
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B-
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N
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SA
VA
N N
AH
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A
W . O
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TH
O
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A
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SA
VA
N
N
AH
D
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TR
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FY
SA
VA
N N
AH
IN
N
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BO
R
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D R
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K6ENHCMC 6/29/2021 6:57:57 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 6:58:27 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 6:58:48 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 6:59:09 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 6:59:28 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 6:59:50 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 7:00:10 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 7:00:30 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 7:00:43 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 7:01:04 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 7:01:17 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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K6ENHCMC 6/29/2021 7:01:33 AM C:\USERS\K6ENHCMC\DESKTOP\CWK0614 FY21 SAV O&M\CADDFILES\HYDRO\C001TOGC101&RC.DWG
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| CB101 |
| Sheets and Views |
| CB101 |
| CB102 |
| Sheets and Views |
| CB102 |
| CB103 |
| Sheets and Views |
| CB103 |
| CB104 |
| Sheets and Views |
| CB104 |
| CB105 |
| Sheets and Views |
| CB105 |
| CB106 |
| Sheets and Views |
| CB106 |
| CB107 |
| Sheets and Views |
| CB107 |
| CN301 |
| Sheets and Views |
| CN301 |
| CN302 |
| Sheets and Views |
| CN302 |
| CN303 |
| Sheets and Views |
| CN303 |
| RC101A |
| Sheets and Views |
| RC101A |
| RC101B |
| Sheets and Views |
| RC101B |
| RC102A |
| Sheets and Views |
| RC102A |
| RC102B |
| Sheets and Views |
| RC102B |
| RC103A |
| Sheets and Views |
| RC103A |
| RC103B |
| Sheets and Views |
| RC103B |
| RC104A |
| Sheets and Views |
| RC104A |
| RC104B |
| Sheets and Views |
| RC104B |
| RC104C |
| Sheets and Views |
| RC104C |
| RC105 |
| Sheets and Views |
| RC105 |
| RC501 |
| Sheets and Views |
| RC501 |
| RC502 |
| Sheets and Views |
| RC502 |
File details come from the government source that posted it. Updated .