PLANS-NORTH_COVE-2017-signed.pdf
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- North Cove Maintenance Dredging Federal contract opportunity
- Solicitation number
- W912WJ17B0015
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| Amendment_0003_FINAL.pdf | ||
| Amendment_0002_FINAL(1).pdf | ||
| Amendment_0001_FINAL.pdf | ||
| Solicitation_W912WJ17B0015_(FINAL).pdf | ||
| SPECS-NORTH_COVE-2017(1).pdf |
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S O
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SHEET ID
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®of Engineers
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S C
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B -1
N O
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H C
O V
E of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
New England District
OLD SAYBROOK, CONNECTICUT
NORTH COVE
CONNECTICUT RIVER BELOW HARTFORD
MAINTENANCE DREDGING
N
ATLANTIC
OCEAN
LOCATION MAP
NOT TO SCALE
G-101
C-101
C-102
C-301
CRB-1032_G-001.DGN
CRB-1032_G-101.DGN
DESIGN FILESHEET NO.
G-001
INDEX TO DRAWINGS
SHEET TITLE
PLAN - STA. 0+00 TO STA. 20+00
PLAN - STA. 20+00 TO STA. 44+64
CRB-1032_C-101.DGN
CRB-1032_C-102.DGN
CRB-1032_C-301.DGN
CHANNEL COORDINATES AND INDEX TO NAVIGATION AIDS
GENERAL PLAN, GENERAL NOTES, LEGEND,
COVER SHEET, LOCATION MAP AND INDEX TO DRAWINGS
A N
S I
D
G-001
C O
V E
R S
H E
E T L
O C
A T
IO
N M
A P A
N D
IN
D
E X T
O D
R A
W
IN
G S
:1
L J
A C
O B
S
S
W
K E
L L E
Y
N
COVE
NORTH
DISPOSAL SITE
ISLAND SOUND
CENTRAL LONG
NORWALK
YORK
NEW
CONNECTICUT
HARTFORD
HAVEN
NEW
SAYBROOK
OLD
LOCATION MAP
NOT TO SCALE
COVE
NORTH
E = 963,507
N = 615,104
HARTFORD
PROV.
CAPE
COD
BANGOR
AUGUSTA
PORTLAND
CONCORD
PORTSMOUTH
BOSTON
CANADA
R.I.
CONN.
MASS.
VT.
HAMPSHIRE
NEW
MAINE
SOUND DISPOSAL SITE
TO CENTRAL LONG ISLAND
FROM ENTRANCE CHANNEL
APPROXIMATELY 35 MILES
TYPICAL SECTIONS
M
D E
S O
U Z
A
L T
H
IB
O D
E A
U
J U
L Y
JULY 2017
W912WJ-17-B-0015
W
W J -1
-B -0
0 5
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D A
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C H
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D B
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D R
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N B
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IS
S
U E D
A T
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SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C O
N C
O R
D
M A
-2
V
IR
G
IN
IA
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O A
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N E
W E
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L A
N D D
IS
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A R
M Y C
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P S O
F E
N G
IN
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R S
®of Engineers
US Army Corps
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
N N
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E R B
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A R
T F
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A Y
B R
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K
C O
N N
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C R
B -1
N O
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H C
O V
E
6-FOOT ANCHORAGE
11-FOOT ANCHORAGE
A
B C
D
E
F
G
H
I
J
K
E
E
N 666000 N 666000
E
E
LEGEND
DESCRIPTION SYMBOL
OLD SAYBROOK
1 1109658.10 666872.18
2 1107447.62 666521.92
3 1107165.02 666132.90
4 1106572.41 666039.01
5 1106492.32 666097.18
6 1105302.16 665908.61
7 1105211.40 666481.46
8 1106470.69 666681.00
9 1107211.45 666798.36
10 1107451.73 666623.82
11 1109663.60 666974.30
# EASTING NORTHING
15-FOOT
SAYBROOK SHOAL
CHANNEL
SHEET
C-101
SHEET
C-102
CONNECTICUT RIVER BELOW HARTFORD
NORTH COVE, OLD SAYBROOK, CONNECTICUT
STATE PLANE (ZONE 0600) NAD 1983
11-FOOT CHANNEL
6 AND 11-FOOT ANCHORAGES
CONNECTICUT
RIVER
# EASTING NORTHING
CONNECTICUT RIVER BELOW HARTFORD
NORTH COVE, OLD SAYBROOK, CONNECTICUT
STATE PLANE (ZONE 0600) NAD 1983
11-FOOT CHANNEL
6 AND 11-FOOT ANCHORAGES
BORING SAMPLE LOCATIONS
A 1109145.22 666879.64
B 1108870.15 666755.57
C 1107222.44 666732.04
D 1107251.98 666397.69
E 1106651.58 666761.67
F 1106693.04 666264.36
G 1106255.07 666548.43
H 1106317.23 666229.15
I 1105849.96 666305.77
J 1105323.33 666444.80
K 1105364.90 665995.36
BORING SAMPLE LOCATIONS
CHANNEL AND ANCHORAGE LIMITS
REQUIRED DREDGING DEPTH CONTOUR
CHANNEL CENTERLINE
NAVIGATION AIDS
ALLOWABLE OVERDEPTH
MATERIAL REQUIRED TO BE DREDGED
N 667000
N 665000
N 667000
N 665000
N 664000
A N
S I
D
G-101
G E
N E
R A
L P
L A
N
G E
N E
R A
L N
O T
E S L E
G E
N D
C H
A N
N E
L C
O O
R D
IN
A T
E S A
N D
:1
400'0 200'
RIVER
CONNECTICUT
FLOOD
EBB
L J
A C
O B
S
S
W
K E
L L E
Y
IN
D
E X T
O N
A V
IG
A T
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N A
ID
S
M
D E
S O
U Z
A
GENERAL NOTES:
REFER TO SURVEY NO. 16-1417
SURVEYED BY: ROBERT MACGOVERN AND CREW
9. FIELD BOOKS: R&H 4535 AND 5087
CONSIDERED AS INDICATING THE CONDITIONS EXISTING AT THAT TIME.
RESULTS OF SURVEYS MADE ON THE DATES INDICATED, AND CAN ONLY BE
8. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE
REPRESENTATIVE (COR).
INFORMATION IS AVAILABLE UPON REQUEST FROM CONTRACTING OFFICER
FROM MORE SOUNDING INFORMATION THAN SHOWN. ADDITIONAL SOUNDING
NOT BE USED TO DETERMINE VOLUMES. VOLUMES ARE DETERMINED
7. THE SOUNDING INFORMATION DEPICTED ON THESE MAPS SHOULD
SURVEYS CONDUCTED DURING JUNE 2016.
THE SHOALEST SOUNDINGS OF THOSE OBTAINED FROM HYDROGRAPHIC
6. THE SOUNDING INFORMATION SHOWN ON THESE MAPS REPRESENTS
THE RTK BASE STATION USED WAS STATION TBM TOWN DOCK (2007).
TIDE READINGS WERE RECORDED UTILIZING A TRIMBLE SPS 855 RTK GPS SYSTEM.
SYSTEM OPERATING AT 300 KHZ. HORIZONTAL POSITIONING AND REAL TIME
5. SURVEY WAS PERFORMED USING AN R2 SONIC 2024 MULTIBEAM SONAR
U.S. SURVEY FEET.
THE STATE OF CONNECTICUT (ZONE 0600), NAD 1983 AND ARE BASED ON
4. COORDINATES SHOWN ARE BASED ON THE LAMBERT GRID SYSTEM FOR
ON THIS PROJECT. THE AVERAGE RANGE OF TIDE IS 3.2 FEET.
ADDED TO NAVD88 TO CONVERT TO MLLW. NO TIDE GAUGES WERE USED
NAVD88 IS ABOVE MLLW; THEREFORE THE CORRECTION SHOULD BE
FOR THE CORRECTION IS STATION 95 NORTH (2007).
(STATION ID 8462764, 05/07/2003). THE REFERENCE POINT ESTABLISHED
MARKS AT LYME HIGHWAY BRIDGE, CONNECTICUT RIVER, CONNECTICUT
THE CORRECTION WAS ESTABLISHED IN THE VICINITY OF NOAA BENCH
THE MLLW TO NAVD88 CORRECTION FOR THIS PROJECT IS 2.12 FEET.
3. BENCH MARK DATA: TIDES WERE RECORDED USING RTK GPS.
NOTED AND SHOULD BE USED AS A GENERAL REFERENCE ONLY.
OF SHORELINE, BRIDGES, PIERS, ETC., IS APPROXIMATE UNLESS OTHERWISE
AND/OR NOAA CHART NO. 12375. ALL TOPOGRAPHY, INCLUDING LOCATIONS
2. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS, AERIAL IMAGERY
CONSIDERED NEGATIVE.
ARE BELOW THE REFERENCE PLANE OF MLLW, AND SHOULD BE
THE REFERENCE PLANE OF MLLW. SOUNDINGS WITHOUT A SIGN
TIDAL EPOCH. SOUNDINGS NOTED WITH A (+) ARE ABOVE
MEAN LOWER LOW WATER (MLLW) AND IS BASED ON THE 1983-2001
1. SOUNDINGS ARE IN FEET AND TENTHS. THE REFERENCE PLANE IS
L T
H
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E A
U L T
H
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O D
E A
U
J U
L Y
J U
L Y
W
W J -1
-B -0
A1
GENERAL PLAN
SCALE: 1" = 200'
N
RIVER
CONNECTICUT
NORTH COVE
DOCK
TOWN
CLUB
YACHT
NORTH COVE
CHANNEL
11-FOOT
S O
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C H
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D B
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D R
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N B
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IS
S
U E D
A T
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SHEET ID
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
C O
N C
O R
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M A
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V
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IN
IA
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O A
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N E
W E
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N D D
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US Army Corps
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D G
IN
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C O
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C O
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B -1
N O
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H C
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OLD SAYBROOK
CONNECTICUT
RIVER
SAYBROOK
POINT
11-FOOT
CHANNEL
A
B
12.9
12.7
12.7 12.3
12.2
12.2 12.2
11.9 11.8
11.8
11.7 11.6
11.5
11.4
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.0
11.0
11.0
11.0
11.0
11.0
10.9 10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.7
10.7 10.7
10.7
10.7
10.7
10.7
10.6
10.6 10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.4
10.4 10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3 10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1 10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.0 10.0
10.0
10.0 10.0
10.0
10.0
10.0
10.0
10.0
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8 9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6 9.6
9.6
9.6 9.6
9.6
9.6
9.6
9.6 9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3 9.3
9.3
9.3
9.3 9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2 9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2 9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
8.9
8.9 8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.6 8.6
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4 8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0 8.0
8.0
8.0
8.0
8.0
8.0
7.9
7.9 7.9
7.9
7.9
7.9
7.9
7.9
7.9 7.9
7.9
7.9
7.9
7.8 7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7 7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5 7.5
7.5
7.5 7.5
7.5
7.5 7.5
7.5
7.5
7.5
7.4
7.4
7.4 7.4
7.47.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.0
7.0
7.0 7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.7
6.7
6.7 6.7 6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6 6.6
6.6 6.6
6.6
6.6
6.6
6.6
6.6
6.6 6.6
6.6
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4 6.4 6.4
6.4 6.4
6.4
6.4
6.4
6.4
6.4
6.3
6.3 6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2 6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.0
6.0 6.0
6.0 6.0
5.9
5.9 5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.7 5.7
5.7 5.7
5.7
5.7
5.6 5.6
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.5 5.5
5.5
5.5
5.5
5.4
5.4 5.4
5.4
5.4
5.3 5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
5.2
5.2
5.2
5.1 5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.1
5.0
5.0 5.0
5.0
5.0
5.0
5.0
5.0
5.0 5.0
5.0
4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7 4.7 4.7
4.7 4.7
4.6
4.6
4.6
4.6
4.6
4.6 4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.4
4.4
4.4
4.4 4.4
4.3 4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.1
4.1
4.1 4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
3.9 3.9
3.9
3.9
3.9
3.9
3.9
3.8 3.8
3.8
3.8
3.8
3.8 3.8
3.8
3.8 3.8
3.8 3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7 3.7
3.7
3.6
3.6
3.6
3.6
3.6
3.6
3.5
3.5 3.5
3.5
3.5
3.5 3.5
3.4
3.4 3.4
3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1 3.1
3.1
3.0
3.0
3.0
3.0
2.9
2.9 2.9
2.8
2.8
2.8
2.8
2.7
2.7
2.7 2.7
2.7
2.6
2.6
2.5
2.5
2.5
2.5
2.5
2.4
2.4 2.4
2.4
2.3
2.3 2.3
2.2
2.2
2.2
2.2
2.2
2.1
2.1
2.0
2.0
2.0
2.0 2.0
2.0
1.9 1.9
1.8
1.8 1.8 1.8
1.8 1.8
1.7
1.7
1.5
1.4
1.4 1.4
1.4
1.4
1.4 1.4
1.3
1.3
1.2 1.2
1.2
1.1 1.1
1.1 1.1
1.1
GC-3
GC-15
RN-2
RN-4
N 666000 N 666000
N 667000 N 667000
E
E
E
E
M A
T C
H L
IN
E S
H E
E T C -1
11-FOOT CHANNEL
NORTH
COVE
15-FOOT SAYBROOK SHOAL CHANNEL
100' 200'0 NOTE:
N
S I
D
C-101
:1
P L
A N
S T
A T
O S
T A
L J
A C
O B
S
S
W
K E
L L E
Y
A1
SCALE: 1" = 100'
PLAN - STA. 0+00 TO STA. 20+00
N
1. FOR GENERAL NOTES SEE SHEET G-101.
M
D E
S O
U Z
A
L T
H
IB
O D
E A
U L T
H
IB
O D
E A
U
J U
L Y
J U
L Y
W
W J -1
-B -0
B1
C-301
B1
C-301
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
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C O
N C
O R
D
M A
-2
V
IR
G
IN
IA
R
O A
D
N E
W E
N G
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
IN
T E
N A
N C
E D
R E
D G
IN
G
C O
N N
E C
T
IC
U T R
IV
E R B
E L
O W H
A R
T F
O R
D
O L
D S
A Y
B R
O O
K
C O
N N
E C
T
IC
U T
C R
B -1
N O
R T
H C
O V
E
NORTH COVE
TOWN
DOCK
NORTH COVE
YACHT
CLUB
6-FOOT ANCHORAGE
11-FOOT ANCHORAGE
11-FOOT
CHANNEL
STA. TOWN DOCK
(2007)
C
D
E
F
G
H
I
J
K
10.4 10.3
10.3
10.1
10.1
10.1
10.0
10.0
10.0
9.9 9.7
9.7 9.7
9.7
9.6 9.6
9.5
9.5
9.5
9.5
9.4
9.4
9.3
9.3
9.3
9.3 9.3
9.2 9.2
9.2
9.1
9.1
9.1
9.0
9.0
8.9 8.8
8.8
8.7
8.7
8.7
8.5
8.4
8.4
8.4
8.3
8.2
8.2
8.2
8.2
8.2 8.2
8.2 8.2 8.1
8.1
8.1
8.0
7.97.8
7.8
7.7
7.7
7.7
7.7
7.7
7.6 7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.3 7.3
7.3
7.3
7.3 7.3
7.2
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.0
7.0 7.0
6.9 6.9
6.9
6.9
6.8
6.8
6.8
6.7
6.7 6.7
6.7
6.7
6.6
6.6
6.6 6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5 6.5 6.5
6.5
6.4
6.4
6.4 6.3
6.3
6.3
6.3 6.3
6.3
6.3
6.3 6.36.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1
6.1
6.0 6.0
6.0 6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.9 5.9
5.8
5.8
5.8
5.8
5.7 5.7
5.7
5.7
5.7
5.7
5.7
5.7 5.7
5.7
5.6
5.6
5.6 5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5 5.5
5.5 5.5
5.4
5.4
5.4
5.4
5.3
5.3 5.3
5.3
5.3
5.3 5.3
5.3
5.35.2
5.2
5.2
5.2 5.2
5.2
5.2
5.1
5.1 5.1
5.1
5.1
5.0
5.0
5.0
5.0
5.0 5.0
5.0
5.0
5.0 5.0
5.0 5.0
5.0
5.0 5.0
5.0
5.0
5.0 5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.9 4.9
4.9
4.9
4.9
4.9
4.9
4.9 4.9 4.9
4.9
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8 4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.8 4.8
4.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7
4.7 4.7
4.7
4.7
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6 4.6
4.6
4.6
4.6
4.6
4.6
4.6 4.6
4.6
4.6 4.6
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5 4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4 4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4 4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4 4.4
4.4 4.4 4.4
4.4
4.4
4.4 4.4
4.4
4.4
4.4
4.4 4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4
4.4 4.4
4.4
4.4
4.4 4.4
4.4
4.4 4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3 4.3
4.3
4.3 4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3 4.3
4.3 4.3
4.3
4.3 4.3
4.3
4.3
4.3 4.3
4.3
4.3 4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3 4.3 4.3
4.3
4.3
4.3
4.3
4.3
4.3 4.3
4.3
4.3 4.3
4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2 4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2 4.2
4.2
4.2
4.2 4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2 4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2 4.2
4.2 4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2 4.2
4.2
4.2
4.2
4.1
4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1 4.1
4.1
4.1 4.1 4.1
4.1 4.1
4.1
4.1
4.1
4.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0 4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0 4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0 4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9 3.9 3.9
3.9
3.9
3.9 3.9
3.9
3.9 3.9 3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9 3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9 3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.8
3.8
3.8 3.8
3.8 3.8
3.8 3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8 3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8 3.8
3.8
3.8
3.8
3.8 3.8
3.8 3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8 3.8
3.8
3.8 3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8 3.8
3.8
3.8
3.8
3.8 3.8
3.8
3.7
3.7
3.7 3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7 3.7 3.7
3.7 3.7
3.7 3.7
3.6
3.6
3.6
3.6
3.6 3.6
3.6
3.6
3.6
3.6
3.6
3.6 3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6 3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6 3.6
3.6
3.6
3.6
3.6 3.6 3.6
3.6
3.6
3.5
3.5
3.5 3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5 3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.4
3.4 3.4
3.4
3.4 3.4
3.4
3.4
3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4 3.4
3.4
3.4
3.4 3.4
3.3
3.3 3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.3
3.2
3.2 3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2
3.2
3.2
3.2
3.2 3.2
3.2 3.2
3.2
3.2 3.2
3.2 3.2
3.2
3.1
3.1 3.1
3.1
3.1 3.1
3.1
3.1
3.1
3.1
3.1 3.1
3.1
3.1
3.1 3.1
3.1 3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1 3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1 3.1
3.1 3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
2.9
2.9
2.9
2.9
2.9
2.9
2.9 2.9 2.9
2.9 2.9
2.9 2.9
2.9
2.9 2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9 2.9
2.9
2.9 2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.9
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8 2.8
2.8 2.8
2.8
2.8 2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8 2.8
2.8
2.8 2.8
2.8
2.8
2.8
2.8 2.8
2.8 2.8
2.8 2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.7 2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.5
2.5
2.5
2.5
2.5 2.5
2.5
2.5
2.5 2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.4 2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2 2.2
2.2
2.2
2.2
2.2
2.2 2.2
2.2
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1 2.1
2.1
2.1
2.1
2.0
2.0
2.0
2.0 2.0
2.0
2.0
2.0
2.0
2.0 2.02.0
1.9 1.9
1.9
1.9
1.9
1.9 1.9
1.9 1.9
1.9
1.8 1.8
1.8
1.8
1.8
1.8
1.8
1.8 1.8
1.8 1.8
1.8
1.8
1.8
1.7
1.7
1.7 1.7 1.7
1.7
1.7
1.7 1.7
1.7 1.7
1.7 1.7 1.7 1.7
1.7
1.7 1.7 1.7 1.7
1.7
1.7
1.7 1.7
1.7
1.7
1.7
1.7
1.7 1.7
1.6
1.6
1.6
1.6 1.6
1.6 1.6
1.6 1.6
1.6
1.6
1.6 1.6
1.6
1.6 1.6
1.6
1.6 1.6
1.6
1.6
1.6
1.6 1.6 1.6
1.6 1.6
1.6 1.6
1.6
1.6 1.6
1.6
1.6 1.6
1.6
1.5
1.5 1.5 1.5
1.5 1.5
1.5
1.5
1.5 1.5 1.5
1.5 1.5 1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5 1.5 1.5
1.5 1.5
1.5
1.5
1.5
1.5 1.5
1.4 1.4
1.4 1.4 1.4
1.4
1.4 1.4
1.4 1.4
1.4 1.4 1.4
1.4
1.4 1.4
1.4
1.4 1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4 1.4 1.4
1.4 1.4
1.4 1.4
1.4
1.4
1.4
1.4
1.4
1.4 1.4
1.4
1.4 1.4
1.3
1.3
1.3
1.3 1.3 1.3 1.3
1.3 1.3
1.3
1.3
1.3 1.3 1.3 1.3
1.3
1.3
1.2 1.2
1.2
1.2 1.2
1.2 1.2
1.2 1.2
1.2
1.1 1.1
1.1
1.1
1.1
1.1
1.1 1.1 1.1
1.1 1.1
1.0
1.0
1.0 1.0
1.0
0.9 0.9
0.9
0.9
0.9
0.8
0.5
RN-6
GC-5
PILE (TYP)
OLD SAYBROOK
OLD
SAYBROOK
E
E
E
E
N 666000
N 667000
N 666000
N 667000
M A
T C
H L
IN
E S
H E
E T C -1
PILE (TYP)
NOTE:
100' 200'0
A N
S I
D
C-102
:1
P L
A N
S T
A T
O S
T A
FLOOD
EBB
L J
A C
O B
S
S
W
K E
L L E
Y
A1
PLAN - STA. 20+00 TO STA. 44+64
SCALE: 1" = 100'
N
M
D E
S O
U Z
A
# EASTING NORTHING
LOCATIONS
DERELICT MOORING
2 1106590.24 666083.90
1 1105466.94 666327.87
MOORING #1
DERELICT
MOORING #2
DERELICT
11-FOOT ANCHORAGE AND 6-FOOT ANCHORAGE.
4. SEE SHEET C-301 FOR TYPICAL DETAIL DEMONSTRATING TRANSITION BETWEEEN
ADDITIVES AWARDED.
WILL BE UPDATED AFTER AWARD TO REFLECT THE APPROXIMATE AREAS OF THE
WITHIN THE 6-FOOT ANCHORAGE WILL BE BASED UPON ADDITIVES AWARDED. THE PLANS
ON THE AWARD OF ALL ADDITIVES. THE TOTAL QUANTITY OF MATERIAL TO BE DREDGED
3. THE REQUIRED MATERIAL TO BE DREDGED WITHIN THE 6-FOOT ANCHORAGE IS BASED
REFER TO SPEC SECTION 35 20 23 DREDGING.
2. DERELICT MOORING LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE.
1. FOR GENERAL NOTES SEE SHEET G-101.
L T
H
IB
O D
E A
U L T
H
IB
O D
E A
U
J U
L Y
J U
L Y
W
W J -1
-B -0
D2
C-301
D2
C-301
F2
C-301
F2
C-301
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
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C O
N C
O R
D
M A
-2
V
IR
G
IN
IA
R
O A
D
N E
W E
N G
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
IN
T E
N A
N C
E D
R E
D G
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G
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N N
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C R
B -1
N O
R T
H C
O V
E
-20
0 100 200 300 400 500-100-200-300-400-500
-20
MLLW
580'
6-FOOT ANCHORAGE
NORTH ANCHORAGE LIMITSOUTH ANCHORAGE LIMIT
0 100 200 300 400 500-100-200-300-400-500
MLLW
0 100 200 300-100-200-300
MLLW
650'
NORTH ANCHORAGE LIMITSOUTH ANCHORAGE LIMIT
100'
11-FOOT CHANNEL
NORTH CHANNEL LIMITSOUTH CHANNEL LIMIT
EXISTING BOTTOM
MATERIAL REQUIRED
TO BE REMOVED
11-FOOT ANCHORAGE
0 0
MLLW
' 6
1' ALLOWABLE OVERDEPTH
1' V ON 3' H
SIDE SLOPE (TYP)
1' V ON 3' H
SIDE SLOPE (TYP)
EXISTING BOTTOM
MATERIAL REQUIRED
TO BE REMOVED
1' ALLOWABLE OVERDEPTH
-20
-20
1' V ON 3' H
SIDE SLOPE (TYP)
EXISTING BOTTOM
MATERIAL REQUIRED
TO BE REMOVED
-10 -10
-10 -10
-20
-10
-20
-10
E L E
V A
T
IO
N S I
N M
L L
W E
L E
V A
T
IO
N S I
N M
L L
W
E L E
V A
T
IO
N S I
N M
L L
W
E L E
V A
T
IO
N S I
N M
L L
W
E L E
V A
T
IO
N S I
N M
L L
W E
L E
V A
T
IO
N S I
N M
L L
W
0 100 200-100-200
MLLW
EXISTING BOTTOM
MATERIAL REQUIRED
TO BE REMOVED
1' ALLOWABLE OVERDEPTH
-20
-10
-20
-10 E
L E
V A
T
IO
N S I
N M
L L
W
11-FOOT ANCHORAGE6-FOOT ANCHORAGE
1' V ON 3' H
SIDE SLOPE (TYP)
1' V ON 3' H
SIDE SLOPE (TYP)
1' V ON 3' H
SIDE SLOPE (TYP)
1' V ON 3' H
SIDE SLOPE (TYP)
1' ALLOWABLE
OVERDEPTH
50' 100'0
SCALE: HOR. 1" = 50'
VER. 1"= 10'
10' 20'0
50' 100'0
SCALE: HOR. 1" = 50'
VER. 1"= 10'
10' 20'0
50' 100'0
10' 20'0
A N
S I
D
C-301
:1
W
K E
L L E
Y
L J
A C
O B
S
F2
D2
SECTION - 6-FOOT ANCHORAGE
SECTION - 11-FOOT ANCHORAGE
B1
SCALE: HOR. 1" = 50'
VER. 1"= 10'
SECTION - 11-FOOT CHANNEL
T Y
P
IC
A L S
E C
T
IO
N S
M
D E
S O
U Z
B6
SCALE: HOR. 1" = 50'
VER. 1"= 10'
50' 100'0
10' 20'0
TYPICAL DETAIL - TRANSITION BETWEEN 11-FOOT AND 6-FOOT ANCHORAGE
L T
H
IB
O D
E A
U L T
H
IB
O D
E A
U
J U
L Y
J U
L Y
W
W J -1
-B -0
| G-001 |
| G-101 |
| C-101 |
| C-102 |
| C-301 |
File details come from the government source that posted it. Updated .