Plans.pdf
PDF 6 MB Posted
- Solicitation number
- W911XK-15-B-0008
About this file
Project Plans
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid_Abstract.pdf | ||
| Submittal_Register.pdf | ||
| W911XK-15-B-0008_P00002.pdf | ||
| Specification_Section_22_05_83.63.pdf | ||
| W911XK-15-B-0008_P00001.pdf | ||
| Specifications.pdf | ||
| W911XK-15-B-0008.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
LEGEND FOR DREDGE PLAN
27.0 FT. DEPTH CONTOUR
A
PLAN - UPPER SAGINAW BAY CDF EARTHWORKCS101
CU101
RR101
RR102
PLAN - SAGINAW RIVER DMDF PIPE
REAL ESTATE PLAN - SAGINAW BAY CDF
REAL ESTATE PLAN - UPPER SAGINAW RIVER DMDF
OPTION 3 BAY CS 121+00 TO CS 126+00
579.95
580.64
580.72
580.99
93+00
27.0 FT. DEPTH
REQUIRED DREDGING
27.0 FT. DEPTH
OPTION 1 DREDGING
OPTION 2 DREDGING
OPTION 3 DREDGING
IMMEDIATELY PRIOR TO THE START OF DREDGING.
DEPTH CONTOURS OBTAINED FROM SURVEYS TAKEN WITHIN THESE LIMITS
DREDGING AREAS WILL BE REVISED TO CONFORM TO THE NEW 27.0 FT
RESULTING FROM THE SURVEYS INDICATED HEREINBEFORE. THE REQUIRED
THESE DRAWINGS ARE BASED UPON THE 27.0 FT DEPTH CONTOURS
THE REQUIRED DREDGING AREAS SHOWN WITH THE LIMITS DISPLAYED ON10.
CHANNEL LIMITS ARE CONTRACT LIMITS UNLESS OTHERWISE NOTED.9.
DISPOSAL FACILITY.
PLACEMENT OF DREDGED MATERIALS WITHIN THE SAGINAW BAY CONFINED
SPECIFICATIONS FOR INFORMATION REGARDING REQUIREMENTS FOR
THE CONTRACTOR’S ATTENTION IS DIRECTED TO SECTION 35 20 23 OF THE8.
IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.
THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED CROSSINGS7.
DREDGED ARE 27.0 FT BELOW L.W.D.
THE AUTHORIZED DEPTHS IN THE SAGINAW RIVER WITHIN THE AREAS TO BE 6.
ZONE, 1983 NORTH AMERICAN DATUM (US FEET).
PROJECTION, MICHIGAN SYSTEM OF STATE PLANE COORDINATES, SOUTH
THE GRID COORDINATE SYSTEM SHOWN IS BASED ON THE LAMBERT5.
DREDGING WORK.
HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCEMENT OF
THE CONTRACTING OFFICER WILL PROVIDE INFORMATION REGARDING4.
THUS: -20.7.
LEVEL AT RIMOUSKI, QUEBEC, (I.G.L.D. 1985). SOUDINGS ARE SHOWN AS
DATUM (L.W.D.) FOR LAKE HURON ELEVATION 577.5 FT. ABOVE MEAN SEA
ALL DEPTHS, CONTOURS AND ELEVATIONS ARE REFERRED TO LOW WATER 3.
MARKED REQUIRED (BASE) AND OPTIONAL (OPTION 1, 2, &3).
DREDGING WORK UNDER THIS CONTRACT FOR THE CONDITIONS SHOWN IS 2.
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
IN JULY 2014 AND CAN ONLY BE CONSIDERED AS
OF AUTOMATED HYDROGRAPHIC SURVEYS BY THE SAGINAW FIELD OFFICE
THE INFORMATION DEPICTED ON THIS DRAWING REPRESENTS THE RESULTS 1.
NOTES FOR DREDGE PLAN - SHEETS CN101 THRU CN102
P T
CONFINED DISPOSAL FACILITY
GOVERNMENT-FURNISHED SAGINAW BAY GENERAL PLAN
PROJECT
LOCATION
DRAWING INDEX
BAY PORTION
FY 15 MAINTENANCE DREDGING
SAGINAW RIVER, MI
GI001
CN101
CN102 DREDGE PLAN - OPTION 1 BAY CS 97+00 TO CS 108+00
DREDGE PLAN - REQUIRED DREDGING BAY CS 60+00 TO CS 97+00
OPTION 2 BAY CS 108+00 TO CS 121+00
DRAWING TITLE TITLE
SHEET
NO.
SHEET
GENERAL PLAN, NOTES, LEGEND, LOCATION MAP, AND DRAWING INDEX
N
SCALE:1"=3000’
6000’3000’
CHANNEL LIMIT
CHANNEL CENTERLINE
DREDGE LIMIT COORDINATE
REQUIRED DREDGING
DREDGE LIMIT FOR
OPTIONAL DREDGING
DREDGE LIMIT FOR
31GPS CONTROL POINT
29HORIZONTAL CONTROL POINT
2CHANNEL LINE TURNING POINT
LINING
DMDF PIPE
GI001
THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
MICHAEL K. O’BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
S R
F Y
G I0
.d g n
PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
/s/WILLIAM D. MERTE P.E.
/s/PHILLIP C. ROSS P.E.
/s/ PHILLIP C. ROSS, P.E. for MICHAEL K. O’BRYAN P.E.
S
A AF
E
Y
Y
T
P S
C O
R P
S
O F
E N
G
IN
E E
R S
D E
T R
IT
D
IS
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P ’S
V a lu e n g in e e r in g
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
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
:1
X
P
R O
S S
W
X K -1
-B -0
-0
-2
A J
IM
E N
E Z
R
M A
L B
U R
G A J
A F
A R
B
C O
E S R
E V
IE
W F
E B
M
A R
B
C O
E S R
E V
IE
W
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A R
R
E A
D Y T
O A
D V
E R
T
IS
E
D R
A W
IN
G I
N D
E X
L O
C A
T
IO
N M
A P
A N
D G
E N
E R
A L P
L A
N
N O
T E
S L E
G E
N D
F Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
A G
IN
A W R
IV
E R /B
A Y
S A
G
IN
A W B
A Y C
IT
Y
M
IC
H
IG
A N
B A
Y C
O U
N T
Y
LOCATION MAP
MINNESOTA
DULUTH
MICHIGAN
LAKE SUPERIOR
INTERNATIO
NAL
BO
UNDARY
CANADA
SOO
MICHIGAN LAKE HURON
GEORGIAN
BAY
WISCONSIN
GREEN BAY
IOWA
DAVENPORT
ILLINOIS
N
OF ENGINEERS
DETROIT DISTRICT
US ARMY CORPS
0 25 75 10050
SCALE OF MILES
CLEVELAND
LAKE
ER
IE
OHIOINDIANA
FORT WAYNE
CHICAGO
HAVEN
GRAND
LAKE
MICHIGAN
SAGINAW
DETROIT
B O
UNDARYNATIO
NAL
IN
T E R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
Detroit District of Engineers
US Army Corps
SAGINAW RIVER, MICHIGAN
FY 15 MAINTENANCE DREDGING
BAY PORTION
C.S. 121+00BC.S. 126+00B
C.S. 108+00B
C.S. 97+00B
BASE DREDGING
OPTION 1 DREDGING
OPTION 2 DREDGING
OPTION 3 DREDGING
2-C
DELTA
OFFICE
C.S. 60+00B
BUOY 56
BUOY 57
ABANDONED R.R
PILES
C.S. 580+00
N
,0
N
,5
N
,0
N
,5
N
,0
N
,5
N
,0
GRID NORTH
TRUE NORTH
.5
GRID SCALE FACTOR: 0.999968610
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
CLTP 74
CLTP 71
CLTP 69
CL 26
CL 25
HARBOR LINE
-31.8 -30.9
-30.6
-30.6
-30.5
CLTP 39
-29.7
-28.6 -28.4
BUOY 30
BUOY 31
-26.8
-26.6
-26.6
-26.6
-26.5
-26.2 -26.2
-26.0
-25.9
-25.8 -25.8
-25.7
-25.7
-25.6
-25.5 -25.4
-25.3 -25.3
-24.9
-24.7
-24.6
-24.6
-24.2
-24.1
-24.1
-23.8
-23.4
-23.3
-23.1
-23.0 -23.0
-22.9
-22.8
-22.7
-22.5
-22.3
-22.1
B U
O Y
BUOY 28
BUOY 33
BUOY 36
BUOY 35
BUOY 37
BUOY 40
BUOY 39
BUOY 42
BUOY 41
BUOY
BUOY
BUOY
B U
O Y
B U
O Y
B U
O Y
B U
O Y
BUOY 52
BUOY 53
BUOY 54
BUOY 60
BUOY 59
BUOY 56
BUOY 57
BUOY 66
BUOY 65
BUOY 64
BUOY 63
BUOY 62
BUOY 61
CL 28
CLTP 75
CLTP 78A
CLTP 78
CLTP 73
CL 27
CLTP 76
-21.9
-21.3
-21.2
-21.1
-21.0
-20.5
-20.0
-19.9
-19.2
-19.0 -18.4
-18.2
-15.8 -14.9 -13.9 -12.2
11 July, 2007
C.S. 330+00
CLTP 58
CL 19
CLTP 55A
CLTP 55
L
IB
E R
B R
ID
G E
WENONAH PARK
H
WATER ST.
M
ID
L A
PARKING
PARKING
OPEN STORAGE
SLAB
O P
O R
A G
E
O P
O R
A G
E
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
FOUNTAIN
C O
N C
R E
T E
DOCK
C O
N C
R E
T E
C O
N C
R E
T E
WALL
WALL
CONCRETE PIER
R A
M P
OPEN STORAGE
CONCRETE
PILINGS
PILINGS
P
IL
IN
G S
PIER
DOCK
CONCRETE
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
PARKING
PARKING
O
PEN STO
RAGE
PARKING
PARKING
PARKING
RAMP
PARKING
PARKING
UNDER CONSTRUCTION
A N
S B
A C
V E
T E
R A
M
M O
R
IA
L B
R
ID
G E
BRASS
CONTROL CABLE AND 600 VOLT POWER CABLE
APPROXIMATELY 30 FT. BELOW L.W.D
APPROXIMATE LOCATION
PROJECT DEPTH 22.0 FT.
1 42 INCH SUBMARINE SEWER PIPE 31.2 FT. BELOW L.W.D.
APPR0XIMATE LOCATION
30.0 FT. AND 31.0 FT BELOW L.W.D.
APPROXIMATE DEPTH AND LOCATION
C.S. 250+00
C.S. 260+00
C.S. 270+00
C.S. 280+00
N
,5
N
,0
N
,5
N
,0
N
,5
N
,0
E 13,248,000
E 13,248,500
E 13,249,000
M A
T
E E
T
GRID NORTH
TRUE NORTH
.1
GRID SCALE FACTOR: 0.999984946
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
VETS N.
P I E
A
R I N
E
HOOTERS
VETERANS MEMORIAL PARK
JENNISON PLACE
BRASSLANTERN
ST. LAURENTBROS.
PIER 11 MARINE
MICHIGAN BELL TELEPHONE SUBMERGED CABLES AT
LIBERTY BRIDGE
CLTP 35
CLTP 38
CL 14
CLTP 40
CL 14A
CLTP 37
CLTP 42
CLTP 37A
CLTP 42A
CL 14B
CLTP 37B
LIBERTY HARBOR
MARINA
HARBOR LINE
F L O W
BASEBALL FIELD
BASEBALL FIELD
B A S E B
A
LL F
IE
LD
BASEBALL FIELD
BASEBALL FIELD
PARKING
PARKING
CONC.
TOWERS
TOWER
SEARS
VETERANSMEMORIAL
PARK
TOWER
CONC.
SCALE
CONVEYER
CONC.
TANKS
DIRT PILES
DIRT PILES
DIRT PILES
DIRT PILES
DIRT PILES
PARKING
THIS PLAN ACCOMPANIES CONTRACT NO.
MODIFICATION NO.
DATE OF PHOTOGRAPHY
19 JULY 1992
PROJECT DEPTH 22.0 FT.
C.S. 290+00
C.S. 300+00
C.S. 310+00
E 13,248,000
E 13,247,500
E 13,247,000
E 13,248,500
,5
,0
,5
,0
,5
,0
E 13,248,000
E 13,248,500
E 13,249,000
SAGINAW RIVER CHANNEL
SHEET INDEX
141516
GRID NORTH
TRUE NORTH
.6
GRID SCALE FACTOR: 0.999982734
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
36 GPS
VETS S.
FITNESS PARK
ROCK PRODUCTS
BAY CITYINDUSTRIALCOMPLEX
CLTP 50
CLTP 46
CLTP 45
CLTP 43
CLTP 48
CL 15
CLTP 41
CLTP 44
CLTP 37C
HARBOR LINE
HARBOR LINE
SIXTH STREET
TURNING BASIN
C. & O.RAILROAD
CARROLLTON
TURNING BASIN
ZILWAUKEEBRIDGE
AIRPORT
TURNING BASIN
LAFAYETTEBRIDGE
VETERANSMEMORIALBRIDGE
ESSEXVILLE
TURNING BASIN
LAKESTATE
STATE
RR.
INDEPENDENCE
BRIDGE
CENTRALMICHIGANRR.
LIBERTYBRIDGE
DIRT PILES
C O
N C
OUTFALL
OPEN STORAGE
OPEN STORAGE
OPEN STORAGE
OPEN STORAGE
OPEN STORAGE
OPEN STORAGE
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
P A
R K
IN
G
P A
R K
IN
G
PILE
S A
L Z
B U
G
V
E
WATER ST.
MIDDLE GROUND ISLAND
R
IP
R A P
R
IP
-R
A P
R
IP
R
A P
RIP-RAP
R
IP
-R
A P
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
RIP-RAP
C O
N C
PARKING
PARKING
RIP-RAP
R
IP
R
A P
BILLBOARD
OPEN STORAGE
OPEN STORAGE
O P
O R
A G
E
OPEN STORAGE
PARKING
PARKING
PARKING
PARKING
DOCKS
BRENNANS MARINA
19 JULY 1992
A B
C
D
E
G
24 29
C.S. 340+00
C.S. 350+00
C.S. 320+00
1-ELECTRIC CABLE 27 FT. BELOW L.W.D.
APPROXIMATE LOCATION
PROJECT DEPTH 22.0 FT.
M A
T
E E
T
M A
T
E E
T
E 13,247,000
E 13,246,500
E 13,246,000
E 13,245,500
N
,0
N
,5
N
,0
N
,5
N
,0
N
,5
N
,0
E 13,247,000
E 13,247,500
E 13,248,000
F L O W
GRID NORTH
TRUE NORTH
.4
GRID SCALE FACTOR: 0.999980736
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
TURBIN GPS
BAY CITY DPW
MIDLAND CONTRACTING
BAY CITY
L & P
GENERATINGPLANT
MARINE
CORYELL BLDG.
B.C. ROWING
L A
F A
Y E
T
ID
G E
CLTP 52B
HARBOR LINE
HARBOR LINE
HARBOR LINE
HARBOR LINE
CLTP 52A
CL 16
CLTP 47A
CLTP 47B
DPW
SAGINAW RIVER - WEST CHANNEL
EVERGREEN DR.
OPEN STORAGE
OPEN STORAGE
O P
O R
A G
E
PARKING
PARKING
PARKING
DOCKS
DOCKS
DOCKS
DOCKS
DOCKS
RAMP
PARKING
OPEN STORAGE
OPEN STORAGE
OPEN STORAGE
PARKING
DOCKS
DOCKS
PARKING
PARKINGP
A
R K
IN
G
OPEN STORAGE
OPEN STORAGE
OPEN STORAGE
20 20
MIDDLE GROUND ISLAND
R
IP
-R
A P
RIP-RAP
RIP-RAP
RIP-RAP
19 JULY 1992
F
H
J
K
PROJECT DEPTH 22.0 FT.
C.S. 360+00
C.S. 370+00
C.S. 380+00
C.S. 390+00
CONCRETE
CONCRETE
E 13,246,000
E 13,245,500
E 13,245,000
N
,0
N
,5
N
,0
N
,5
N
,0
N
,5
E 13,245,500
E 13,246,000
E 13,246,500
E 13,247,000
F L O W
GRID NORTH
TRUE NORTH
GRID SCALE FACTOR: 0.999978830
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
.3
MIDDLEGROUNDSMARINE
SHIPWRECKBAR
MECO
N
,5
CLTP 54
CL 17
CLTP 49
BRENNAN MARINE
HARBOR LINE
HARBOR LINE
HARBOR LINE
HARBOR LINE
SAGINAW RIVER - WEST CHANNEL
CLTP 49
RAMP
RAMP
CONC.
CONC.
PARKING
PARKING
PARKING
PARKING
OPEN STORAGE
S U
B . S
T A
T
IO
N
RAMP
TANKS
TANKS
WEST C
HANNEL
THIS PLAN ACCOMPANIES CONTRACT NO.
MODIFICATION NO.
DATE OF PHOTOGRAPHY
19 JULY 1992
L
M
N
P
STENDER
C.S. 400+00
C.S. 410+00
C.S. 420+00
PROJECT DEPTH 22.0 FT.
CONCRETE
F L O W
E 13,246,500
E 13,246,000
E 13,245,500
E 13,245,000
N
,5
N
,0
N
,5
N
,0
N
,5
N
,0
N
,5
N
,0
E 13,244,500
E 13,245,000
E 13,245,500
GRID NORTH
TRUE NORTH
.7
GRID SCALE FACTOR: 0.999976687
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
STENDER MARINE CONTRACTING
L A
N D
F I L
L
44-BM
1-12" WATER MAIN
1’ BURIAL
SAGI
NAW
RI
VER
WEST
CHANNEL
HARBOR LINE
HARBOR LINE
HARBOR LINE
HARBOR LINE
MIDDLE
GROUND
ISLAND
SAGINAW
RIVER
SKULL ISLAND
THIS PLAN ACCOMPANIES CONTRACT NO.
MODIFICATION NO.
DATE OF PHOTOGRAPHY
19 JULY 1992
2-8 INCH GAS PIPELINES 30 FT. BELOW L.W.D.
APPROXIMATE LOCATION
PROJECT DEPTH 22.0 FT.
C.S. 430+00 C.S. 440+00
F L O W
E 13,247,000
E 13,246,000
E 13,245,500
E 13,245,000
N
,0
N
,5
N
,5
N
,0
N
,5
N
,0
GRID NORTH
TRUE NORTH
.1
GRID SCALE FACTOR: 0.999975264
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
WEST C
HANNEL
CLTP 56
CL 18
CLTP 51
CLTP 53
CONING CREEK
JAMES CLEMENTS
A B
A N
D O
N E D
R .R B E D
DATE OF PHOTOGRAPHY
19 JULY 1992
DATE OF PHOTOGRAPHY
19 JULY 1992
FRANK
1-30 INCH PETROLEUM PIPELINE
38 FT. BELOW L.W.D.
APPROXIMATE LOCATION
PROJECT DEPTH 2
2.0
FT.
C.S . 45
0+00
C.S.
460+00
C.S.
470+00
C.S . 4
+0
F L
O W
E 13,247,000
E 13,246,500
E 13,246,000
E 13,245,500
E 13,245,00
N
,0
N
,0
N
,5
N
,0
N
,5
E 13,245,000
E 13,245,500
E 13,246,000
E 13,246,500
GRID NORTH
TRUE NORTH
.9
GRID SCALE FACTOR: 0.999973699
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
AIRPORT GPS
CULTI
V
ATED
FI
ELD
CULTI
V
ATED
FI
ELD
RAM
P
DATE
O F
PHO
TO
GRAPHY
J
ULY
.S
C .S
P R
O J E
P T
H
.0
F T
E 13,249,000
E 13,248,500
E 13,248,000
E 13,247,500
N
,5
N
,0
N
,5
N
,0
N
,5
E 13,246,000
GRID NORTH
TRUE NORTH
.7
GRI
D
SCALE
FACTOR:
.9
GRI
D
DI
ST.
D
IV
ID
ED
BY
GRI
D
SCALE
FACTOR
GROUND
DI
ST.
-A
GPS
JAM
ES
CLEM
ENTS
GPS
CLTP
CL
CLTP
CLTP
CLTP
CL
CLTP
JAM
ES
CLEM
ENTS
AI
RPORT
R O
C K S
C O
N C
R E T
E
C O
N C
R E T
E
C O
N C
R E T
E
R U
IN
C O
N C
R E T
E
C O
N C
R E T
E
P
IE
R
B U
L K
H E
A D
(R
U
IN
R U
IN
R U
IN
C O
N C
P
IE
R
P
IE
R
O P
E N
S
T O
R A
G E
O P
O R
A G
E
O .S
O .S
O .S
O .S
RAMP
B L
O C
K
R
IN
A
DOCK
RIV
ER
ROAD
P R
O J
E
P T
H
.0
C .S
C .S
C .S
N
,5
N
,0
N
,5
E 13,250,500
E 13,250,000
E 13,249,500
E 13,249,000
E 13,248,500
E 13,248,000
N
,5
N
,0
N
,5
GRID NORTH
TRUE NORTH
.7
G R
ID
S
C A
L E
F
A C
T O
R .9
G
ID
T
D
IV
ID
ID
S
C A
L E
F
A C
T O
R
G
R O
U
T
S
C L
T P
C L
C L
T P
C L
T P
C L
T P
C L
C L T P
IN
IN
S
.5
F
T
B E
L
W
L .W .D
A P P
R O
X
IM
A
C A
T
IO
N
CONC.
C. & O. R
.R.
CULTIVATED FIELD
LEVEE
RIP-RAP
RIVER R
OAD
RIV
ER
ROAD
CHEBOYGANING CREEK
C. & O.
RR.
RIP-RAP
L E
V E
E
DATE OF PHOTOGRAPHY
19 JULY 1992
T.P. EAST NORTH
X Y
CHANNEL LINE T.P.
GANNING
C.
S.
+0
C.
S.
+0
C.S. 560+00
PROJ
ECT
DEPTH
.0 F
T.
F L O W
E 13,252,500
E 13,252,000
E 13,251,500
E 13,251,000
N
,0
N
,5
N
,0
E 13,250,500
E 13,251,000
E 13,251,500
E 13,252,000
13,251,645.61 740,739.20
13,251,753.31 740,754.03
13,251,354.14 741,030.81
T.P. EAST NORTH
X Y
CENTER LINE T.P.
GRID NORTH
TRUE NORTH
.2
GRID SCALE FACTOR: 0.999970490
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
CHEBOYGANING N.
CLTP 72
CL 24
CLTP 67
CLTP 70
72 13,251,435.93 740,350.73
ABANDONED R.R
F.P.
SIGN
VETERANS MEMORIAL PK
RIVER RD.
PILES
MELBORNE RD.
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
CONC.
LAND FILL
AUTO - SALVAGE
RUIN
ABANDONED R.R
(GRAND TRUNK WESTERN)
RIVER RD.
MELBORNE R
D.
C O
N C
P O
O L
PROJECT DEPTH 22.0 FT.
C.S. 580+00
F L O W
E 13,252,000
E 13,251,500
E 13,251,000
N
,0
N
,5
N
,0
N
,5
N
,0
N
,5
N
,0
E 13,250,500
E 13,251,500
E 13,252,000
GRID NORTH
TRUE NORTH
.5
GRID SCALE FACTOR: 0.999968610
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
72 A
CLTP 74
CLTP 71
CLTP 69
CL 26
CL 25
C.S. 570+00
C.S . 59
0+00
C.S.
+00
PARKING
AB
AN
D O
N D
ED
R .R
MELBORNE RD.
RIVER RD.
M E
LB
O R
N E
R
D
RIVER RD.
F L O W
C.S. 620+00
PROJECT DEPTH 22.
0 FT.
C.S. 630+00
E 13,249,500
N
,0
N
,5
N
,0
N
,0
N
,5
N
,0
E 13,251,500
E 13,252,000
E 13,252,500
GRID NORTH
TRUE NORTH
.5
GRID SCALE FACTOR: 0.999966706
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
SESTAK S.
76 A
C.S. 610+00
N
,0
E 13,250,000 1325000
C.S. 580+00
CLTP 74
CLTP 71
CLTP 69
CL 26
CL 25
1325000
F T
LIBERTY BRIDGE
A E T
N
L T P
C L
C L T P
C L T P
U.S. COAST
GUARD
BAKER
CEMENT
N
,5
N
,0
BAY HARBOR 2
ESSEX. FR. LT.
AETNA N GPS
AETNA E.
CLTP 6
CL 2
CLTP 5
CLTP 8
CL 3
CLTP 7
L.L.10115
S.B.Y.C.
N
,5
N
,0
N
,5
E 13,262,000
E 13,262,500
E 13,263,000
E 13,263,500
OFFI
CE
SLIT
F L O W
C.P . T
OWER
GUARD
GPS
SAO
TOWER
conc.
conc.
conc.A B
V .G
R O
U N
D
P
IP
E S
POWER S
TATIO
N
WEADOCK T
ANK
E.P.S
E.P.S
PARKING
D.N.R
BOATRAMP
O
H
C
O N
V E Y
O R
PARKI
NG
O
A N
E
PARKI
NG
NO
AA
GAGI
NG
STATI
O
N
CONSUMERS P
OWER C
O.
SUNRIS
E
RD.
P I
S H
O
O
H
S
T R
U C
T U
R E
O\ H
STRUCTURE
O \H
STRUC
TURE
A B
V . G
R O
U
IP
E
W I L
L
M E R
ID
CONSUMERS POWER CO.
W all
DELTA
2-C
C H E S T
N U T
C .S . 1
C .S . 2
C .S . 2
A B
A N
D O
N E
D
" W
A T
E R
L I N
E
’ B
E L
.D
" W
A T
I N
E
’ F
T . B
E L
.D
APPROXIMATE LOCATION
APPROXIMATE LOCATION
P R
O J
E
P T
H
C L
T P
C L
T P
C L
T P
C L
T P
C L
C L
T P
C L
T P
C L
H A
R B
N
E
H A
R B
N
E
P
IL
IN
G
P
IL
IN
G
P R
O J
E
P T
H
C .S . 2
C .S . 2
C.S. 244+00
A P P R
O X
IM
A T E
L
O C
A T
IO
N
O F
" W
A T E R
M A
IN
F T . B
E L
O W
L .W .D
TRANSITION200 FT.
PROJECT DEPTH
PROJECT DEPTH22.0 FT.
25.0 FT.
N
,5
C E
N T
R
IC
H
IG
H A R B
O R
L
IN
E
H A R B
O R
L
IN
E
P R
O J
E
P T
H
"P
E T
R O
L E
U
N
E
. B
E L
.D
A P
P R
O X I
M A
C A
T I O
N
C .S . 1
C .S . 1
C .S . 1
C .S . 1
S E
W
T F
A L
L
.5
. B
E L
.D
A P
P R
O X I
M A
C A
T I O
N
C L
T P
C L
C L
T P
C L
T P
H A
R B
N
E
H A
R B
N
E
E S S
E X
V
IL
L E
T U
R N
IN
S
IN
C .S . 1
C .S . 1
C .S . 1
P R
O J
E
P T
H
.0
F
T
T B
T P
T B
T P
T B
T P
T B
T P
T B
T P
T B
T P
T B
T P
T B
T P
T B
T P
C L
T P
C L
T P
C L
T B
T P
C L
C L
T P
C L
T P
P R
O J
E
P T
H
.0
F
T
C .S . 2
ESSEXVILLE
BAY CITY
BAY
SAGINAW
A
CLTP
A
+ 552.42
+ 554.32
+ 554.89
+ 557.63
+ 558.34
+ 559.85
+ 559.89
+ 560.33
+ 560.58
+ 560.75
+ 561.30
+ 561.56
+ 561.61
+ 561.68
+ 561.80
+ 561.88
+ 562.00
+ 562.10
+ 562.17
+ 562.92
+ 562.96
+ 563.04
+ 563.33
+ 563.37
+ 563.51
+ 563.92
+ 564.08
+ 564.30
+ 564.34
+ 564.48
+ 564.64
+ 564.63
+ 564.74
+ 564.75
+ 564.86
+ 564.86
+ 565.00
+ 565.13
+ 565.26
+ 565.26
+ 565.44
+ 565.51
+ 565.63
+ 565.63
+ 566.10
+ 566.26
+ 566.31
+ 568.33
+ 568.48
+ 568.90
+ 569.15
B
T C
H
.9
.7
.7
.7
.7
.7
.7
.1
.1
.1
.1
.1
+ 576.73
+ 577.06
+ 577.07
+ 577.26
+ 577.35
+ 577.32
+ 577.52
+ 577.59
+ 577.61
+ 577.71
+ 577.86
+ 577.88
+ 577.92
+ 577.93
+ 578.02
+ 578.04
+ 578.13
+ 578.11
+ 578.14
+ 578.15
+ 578.20
+ 578.19
+ 578.22
+ 578.25
+ 578.27
+ 578.26
+ 578.29
+ 578.30
+ 578.35
+ 578.36
+ 578.41
+ 578.43
+ 578.45
+ 578.47
+ 578.46
G
E
+ 578.53
+ 578.54
+ 578.55
+ 578.57
+ 578.60
+ 578.63
+ 578.64
+ 578.65
+ 578.67
+ 578.67
+ 578.76
+ 578.78
+ 578.79
.8
.8
+ 578.84
G
E
+ 578.98
+ 579.00
.0
.0
.0
+ 579.03
+ 579.05
+ 579.07
G
E
+ 579.10
+ 579.13
+ 579.12
.1
+ 579.18
+ 579.22
+ 579.22
G
E
.3
.3
+ 579.29
+ 579.29
+ 579.31
+ 579.39
+ 579.40
+ 579.45
.5
+ 579.53
. 5
+ 579.63
+ 579.66
+ 579.66
.7
.7
.7
+ 579.77
.8
.8
+ 579.83
+ 579.82
+ 579.85
9 5
9 5 .9
.9
.9
+ 579.96
+ 579.95
W E
IR
.0
.0
+ 580.03
+ 580.04
+ 580.12
.1
+ 580.13
.2
.2
+ 580.27
. . . 5
+ 580.29
+ 580.30
.3
.3
+ 580.35
+ 580.57
.. 5 .5
+ 580.81
+ 580.86
+ 580.84
+ 581.05
1.3
1.3
1.4
1.4
A D
585.0
.0
T
T C
H
S T
A
S T
A
S T
A
S T
A
S T
A
+0
+5
1+0
1+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
11+0
11+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
1+0
1+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+7
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50 7+00
7+50 8+00
8+50 9+00
9+50 10+00
10+50 11+00
11+50 12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50 28+00
28+50 29+00
29+50 30+00
30+50
31+00
31+50 32+00
32+50 33+00
33+50 34+00
34+50 35+00
35+50 36+00
36+50 37+00
37+50 38+00
38+50 39+00
39+50 40+00
40+50 41+00
41+50 42+00
42+50 43+00
43+50 44+00
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
1+0
1+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
1+0
1+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
1+0
1+5
+0
+5
+0
+5
74+00 74+50
75+00 75+50
76+00 76+50
77+00 77+50
78+00 78+50
79+00 79+50
80+00 80+50
81+00 81+50
82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50
87+00 87+50 88+00 88+50
89+00 89+50 90+00
90+50 91+00
91+50 92+00 92+50 93+00 93+50 94+00
94+50 95+00 95+50
96+00 96+50
97+00 97+50
98+00 98+50
99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50
111+00 111+50 112+00 112+50 113+00 113+50 114+00
114+50 115+00
115+50 116+00
116+50
117+00
117+50
118+00
118+50
119+00
+5
0+
0+
1+0
1+5
2+
2+
3+
3+
4+
4+
+0
+5
6+
+5
7+
7+
+0
+5
+0
+5
+7
+0
+5
1+0
1+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
11+0
11+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+5
+0
+3
+ 591.25
C
P T
P T
P T
P T
P T
P T
D I
T C
H
13248000 13248000
-5
-10
-15
-20
-25
-30
-35
-40
0 25 50 75 100 125 150 175 200 225 250-25-50-75-100-125-150-175-200-225-250
-5
-10
-15
-20
-25
-30
-35
-40
OVERDEPTH PRISM (TYP)
1.0 FT ALLOWABLE PAY
ALLOWED BUT NOT REQUIRED
SIDE SLOPE DREDGING ALLOWED BUT NOT REQUIRED
SIDE SLOPE DREDGING
OVERDEPTH PRISM (TYP)
1.0 FT ALLOWABLE PAY
EXISTING BOTTOM
PRISM LINE
REQUIRED PAY
LIMIT LINE
SIDE SLOPE PAYMENT
LIMIT LINE
SIDE SLOPE PAYMENT
TO BE DREDGED
MATERIAL REQUIRED
TO BE DREDGED
MATERIAL REQUIRED
B E
L O
W L .W .D
R E
Q U
IR
E D D
E P
L.W.D. = 000.0 FT
H
A N
N E
L L
IM
IT
C H
A N
N E
L L
IM
IT
29.4 29.3
29.3
29.2 28.7
29.3
28.7
29.2
29.0
29.1
28.5
28.9
28.3
29.3 29.2
27.7
28.9
28.5
28.9
29.5
28.4
C.S 60+00B
28.3 27.7
29.3
27.9
27.6
28.6
29.1
29.0 28.2
29.0
27.7
29.3
28.1
26.7
28.1
26.9
28.6
29.1 29.1
28.0
27.0 27.6
26.2 26.1
28.7
28.8
28.0
27.0
28.2
29.2
25.8
29.1
26.2
27.3
27.9
29.0
26.9 26.3
28.4 28.9
28.7
28.0
26.5
25.9
26.9
28.4
28.0
27.4
28.5 28.4
26.2
28.8
26.9
27.7
28.7
25.4
28.7 28.7
25.8
28.7
26.3
28.5
27.8
25.1
27.4 26.8
27.0
29.0 29.0
28.4
27.9
25.4
26.1
28.8
26.5
28.7
23.9
27.8
28.4
25.7
25.0
26.3
27.9
26.7
24.9
28.9
28.9
28.0
28.8
28.2
25.3
26.6
25.2
27.6 27.0
28.5
25.8
28.0
C.S. 70+00B
26.2
28.5
29.0
29.0 29.0
28.9
27.2
A
CN101
28.1
26.6
25.4
26.7
23.4
27.6 28.2
27.3
A
25.2
25.8
28.4
27.4
27.6
25.7
27.9
23.0
28.9
28.4 28.8
28.7
24.6
28.4
26.3 24.4
27.9
25.7
26.7
25.0
27.3
28.9
28.3
23.5
28.9
27.7
27.3
24.6
25.3
28.6
23.3
28.0
28.6
26.4
28.4 27.7
25.8
27.9
21.9
27.2
26.6
22.3
28.7
24.0
22.1
28.6
24.7
28.7
28.5
21.4
27.7
27.4
25.8
27.9
24.4
26.8
25.1
28.2
26.1
25.3
21.7
20.4
25.9
26.6
28.6
27.5
24.7 25.3
24.6
20.9
26.9
28.5
27.9
28.5
21.9
23.8
27.6
28.4
26.1
27.3
28.3
24.8
28.9 28.8
25.5
NN
28.0
28.6
22.2
21.0
26.6
22.7
28.5
26.9
26.3
19.5
27.4
20.3
21.4
24.4
29.1
28.4
23.7
29.0
28.9
20.6
25.6
27.2
27.7
27.5
28.8
24.8
19.9
21.5
25.8
27.9
26.4
23.3
18.9
22.1
27.5
25.1
25.1
28.6
21.4
26.8
19.4
20.8
28.9 29.0
26.4
24.4
27.9
20.1
19.5
28.2
26.1
24.8
26.8 25.5
28.2 28.7
24.6
18.3
19.9
27.6
22.1
26.4
28.6
20.9
26.9
22.1
20.3
23.9
21.4
28.4
29.1
27.0
25.1
19.6 19.0
25.7
28.9
19.2 19.8
18.6
28.8
20.0
27.1 27.7
20.5
24.8
28.1
22.2
17.6
26.0
21.0
23.9
27.3
18.3
18.7
29.1
25.2
28.5
21.5
19.1
20.3
29.1
22.6
19.7
18.1
27.3
26.2
24.4
27.5
28.4
28.9
23.0
27.7
24.9
24.2
21.8
26.6
28.8
25.4
18.4
18.7
29.3
27.6
26.0
19.3
27.0
21.0
28.1
25.7
18.0
25.1
29.1
28.6
19.7
17.5
C.S. 80+00B
20.2
24.4 25.1
28.3
27.3
29.1
28.9
18.6 19.2
27.6
16.6
21.7
23.6
28.3
21.6
25.9
29.4
24.1
17.8
18.8
24.7
18.1
25.4
19.7
26.4
27.6
26.0
19.8
21.0
19.3
20.4
26.5
28.6
22.0 20.8
29.1
23.8
27.4
29.1
18.1
29.0
18.4
21.8
26.6
22.4
27.8
21.2
18.9
24.9
28.3
20.6 20.0
26.8
17.1
17.2
19.4
19.7
28.7
24.7
27.0
17.6
25.3
25.2
23.9
18.9
27.5
19.2
17.3
27.1
19.7
16.1
27.9
25.6
18.1
20.7
24.3
25.6
18.4
27.6
28.4
21.2
26.0
20.1
28.9 28.9
26.6
29.4
28.9
27.7
28.8
24.8
15.1
29.2
18.7
22.2
27.0
18.3
21.6
19.2
27.0
20.9
29.7
20.3
28.0
17.4
28.5
18.0
25.1
21.2
24.5
28.6
18.7
16.8
27.7
25.8
16.1
24.4
19.6
27.3
17.3
28.9
27.8
18.9 18.3
28.7
21.1
28.8
15.2
29.4
24.7
20.5
26.0
19.9
26.5 25.9
28.2
19.0
19.3
19.5
29.2
26.5
29.6
24.4
15.5
29.1
26.8
24.9
20.2
17.4
21.9 23.1
15.9
27.9
22.5
19.6
28.4
21.3
27.6
16.6
25.0
18.9
27.2
17.9
20.6
18.3
24.9
28.7
21.6
18.4
28.2
24.7
29.2
28.7
26.6
29.2
27.6
19.2
25.2
13.6
19.7
20.8
27.7 28.9
20.2
18.7
17.3
26.2
29.0
27.9
18.5
25.7
21.3
26.7
23.1
15.4
24.3
20.1
29.6
22.3
19.2
19.5
16.6
29.4
14.7
21.7
16.5
28.3 28.8
24.7
15.8
26.8
24.7
24.7
18.7
29.4
17.0
27.6
20.4
20.3
17.5
17.6
24.5
27.0
28.1
26.3
18.0
22.6
19.2
20.9
23.1
13.6
25.8
28.4
29.5
14.2
29.0
20.1
15.3
17.9
21.2
24.9
27.2
28.3
19.4
21.7
18.3
28.9
29.3
27.7
18.4
26.1
26.5
15.8
18.9
16.3
27.3
25.3
26.6
29.2
24.6
18.7
20.4
19.2
16.9
22.7
25.2
16.2
27.5 28.0
25.0
19.1
19.6
29.6
20.6
24.3
20.6
27.5
25.5
24.9
21.2 24.3
12.1
28.9
26.6
20.0
16.5
14.0
28.1
22.8
25.5
17.6
28.3
19.3
13.8
17.0
17.0
28.7
21.5
27.0
13.2
29.3
26.4
27.5
19.8
28.4
29.2
20.3
18.9
23.2
15.0
25.8
25.7
18.1
18.0
29.6
14.3
17.4
29.6
18.5
28.0
23.7
14.1
19.0
20.6
15.3
19.5
28.9
24.9
19.1
21.7
24.9
27.1
21.1
15.8
24.0
19.9
28.2 28.2
16.3
28.5
29.2 29.2
29.0
27.6
28.7
20.3
25.1
19.7
25.9
27.5
26.2
14.3
18.5
14.9
19.1
25.0
20.8
10.9
16.7
20.1
21.3
18.0
19.5
17.2
21.7
24.2
29.4
26.1
17.7
12.7 12.1
28.3
20.3
16.4
21.4
26.4
18.9 19.5
27.5
29.2
20.4
12.0
22.1
24.5
18.2
11.1
28.6
16.8
29.1
C.S. 90+00B
18.6
14.9 15.5
27.0
19.1
17.9
20.8
19.6
14.7
17.4
12.8
25.0
20.6
26.7
28.8
21.1
26.2
15.2
24.1
20.0
10.0
19.4
24.8
15.8
13.8
16.4
24.7
29.2
27.6
13.3
28.1
12.6
26.9
29.1 28.6
24.5
11.1
22.1
19.8
25.1
19.1
18.1
18.5
11.7
19.9
27.6
DREDGE PLAN
200’0 100’
SCALE:1"=100’
20.7
22.5
27.0
20.1
12.9
17.8
21.3
16.6
29.5
26.1
28.8
9.5
11.5
27.7
18.4
29.3
27.1
17.1
24.7
26.4
19.4
13.3
20.4
28.7
19.9
21.0
16.9
9.9
25.3
11.8
22.7
16.3
24.5
18.7
29.1
26.5
15.0
21.5
28.4
29.6
21.3
27.7
29.0
27.9
15.5
13.5
25.7
24.3
17.4
19.2
26.8
10.3
19.0
17.8
19.5
15.4
8.8
26.0
29.3
12.1
20.0
26.7
27.1
13.9
24.1
20.6
14.6
13.4
29.9
22.9
24.7
21.1
28.1
19.4
28.7
24.7
29.3
12.5
16.4
26.5
23.4
25.3
19.6
10.6
27.5
13.8
19.8
8.5
16.9
24.5
17.5 18.2
9.2
18.6
29.8
20.3
20.0
21.4
25.1
18.0
22.4
27.9
10.0
23.1
29.5
26.7
25.6
9.5
28.1 28.7
15.4
19.5
26.8
10.7
8.1
15.3
28.8
20.6
8.8
20.0
21.7
24.1
16.5
26.0
24.7
27.3
26.0
27.0
7.8
21.0
24.0
12.5
18.7 19.3
20.8
27.4
9.8
19.8
17.6
24.4
9.0
24.4
25.2
16.8
27.9
7.6
25.1
25.0
29.1
C
7.4
11.0
20.2
16.6
25.6
11.6
14.2
10.5
12.8
17.9
20.7
15.4
15.4
11.1
21.1
26.0
13.4
21.2
10.0
28.3
28.7
20.1
25.4
29.4
19.5
24.8
21.7
27.6
17.7
29.4
29.3
9.6
9.4
29.3
18.3
20.4
25.8
28.0
22.6
15.7
19.3
13.2
25.1
25.9
13.8
16.9
19.8
18.0
8.9
26.4
26.2
16.8
20.8
28.5
14.2 15.5
11.2
20.2
26.9
24.8
19.6
10.3
18.6
29.5
18.4
21.8
26.6
11.5
29.5
21.2
20.6
28.3
27.4
17.1
10.7
28.8
29.3
25.4
15.7
14.4
19.9
26.9
28.5
11.8
17.6
27.5
23.9
25.7
25.2
29.2
22.1
13.1 12.4
25.8
11.3
20.9
18.8
19.7
25.0
9.7
16.8
20.2
28.9
18.5
29.5
19.1
27.9 28.4
16.5
21.2
29.4
10.1
15.3
17.8
15.9
25.4
20.0
25.3
10.7
17.6
8.4
22.2
14.5
20.5
9.0
26.0
16.9
13.1
20.9
29.1
26.5
9.2
19.3 19.8
21.4
25.6
28.6
25.1
24.5
24.4
15.7
A
CN101
13264459.760791067.415D
13264159.607791246.743C
13262562.127787891.098B
13262261.993788070.415A
EASTNORTHPOINT
DREDGE AREA COORDINATES
13.7
22.6
SCALE AS SHOWN
29.7
18.1
TYPICAL CROSS SECTION
27.0 28.3
20.2
B
18.7
24.9
14.7
11.2
10.9
9.3
29.6
16.6
27.5
26.0
19.6
8.9
12.9
19.8
25.6
9.5 10.2
23.0
17.2
28.8
13.3
26.5
18.9
12.1
28.3 27.7
20.5
18.3
28.8
22.1
7.9
21.6
13.9
29.2
11.3
18.9
20.9
19.9
26.9
17.5
17.6
24.5
9.0
25.8
29.7
25.1
19.2
20.1
29.1
29.6
25.0
28.4
8.2
9.4
20.8
15.3 14.8
8.8
28.8
20.1
17.9
24.9
16.6
10.2
25.5
19.6
9.6
15.4
27.8
12.1
16.5
28.0
7.4
15.9
13.3
21.6
13.9
29.3
21.1
26.0 27.3
22.8
25.2
9.8
29.1
17.0
19.8
28.7
18.2
19.3
22.5
7.1
25.1
7.8
10.7
23.8
18.0
24.4
15.6
29.1
21.4
11.3
27.6
9.5
25.5
10.4
20.2
9.5
10.9
17.3
17.3
24.9
20.7
29.6
12.1
25.6
26.6 27.8
8.1
19.1
19.8
18.5
18.4
19.5
28.4
26.0
29.5
13.5
21.7
28.0
14.2
20.3
20.0 20.5
21.0
29.2
9.1
13.8 14.4
17.6
25.9
25.1
15.0 15.6
11.2
28.4
25.1
C.S. 97+00B
16.2
7.7
9.8
19.7
19.1
16.2
16.7
26.8
25.0
18.7
25.6
21.2
28.4
20.2
19.6
21.3
10.2
23.6
12.7
24.8
8.1
26.2
20.6
9.3
27.4
17.8
20.6
12.1
28.3
21.7
7.4
22.9
18.4
28.7
22.3
25.3
26.1
24.1
9.4
21.1
27.7
17.0
28.8
12.1
25.3
28.5
19.9
18.8
11.2
18.7
22.0
26.9
26.5
16.9
11.4
25.6
28.3
19.2
25.0
10.4
23.7
9.1
14.8
21.4
9.7
18.1
19.7
20.2
25.6
8.2
16.0
14.8
24.2
13.4
20.7
17.2
15.3
13.5
12.8
24.8 25.5
26.1
17.1
28.3
21.2
22.9
20.0
27.7
13.9
19.0
27.3
15.8
18.3
9.3
12.1 9.0
19.5
10.2
25.8
25.2
19.3
11.7
9.9
21.0
18.6
26.9
21.5
25.7
10.4
23.8
22.5
17.5
16.2
20.3
28.0
8.3
9.0
19.7
23.2
26.1
21.9
17.9
26.3
10.9
17.4
17.8
25.5
7.5
8.8
13.5
21.2
15.2
9.2
18.4
24.1
9.5
24.7
10.0
20.0
27.3
22.2
25.9
13.8 12.4
7.2
26.5
19.9
14.4
16.2
19.5
13.0
25.1
21.5
12.1
11.8
20.9
15.5
20.3
16.8
18.6
9.6
26.8
10.9
19.1
22.5 23.1
21.9
18.5
17.9
26.2
25.5
20.2
10.3
21.3
14.2
7.5
19.6
26.1
26.8
20.7
19.7
11.1
17.0
27.1
7.9
25.9
9.3
15.3
17.6
24.6
25.2
19.9
9.7
18.2
21.6
13.0
9.9
22.2
10.4
20.7
20.4
16.8
19.3
18.8
23.8
14.2
23.1
23.2
20.9
15.6
24.9
8.2
19.7
17.9
13.5
15.4
10.0
17.3
10.9
22.4
16.0
9.6
12.1
10.1
17.7
25.4
20.1
14.6
11.3
26.1
16.0
20.6
20.1
7.3
18.2
21.1
19.6
21.7
16.3
18.4
25.8
25.9
8.4
25.9
18.8
22.2
9.7
24.4
20.9
10.4
13.8
19.2
8.9
12.5
21.5
20.3
10.1
12.1
24.9
17.2
15.4
23.1
17.2
22.4
16.6
26.0
19.6
18.4
14.5
20.1
20.9
11.3
23.5
13.2
10.0
12.6
18.3
16.4
20.5
10.9
23.9
10.5
9.1
18.9
24.5
21.6
15.6
13.7
7.8
17.6
7.7
21.0
19.4
22.1
23.1 25.0 22.5
15.5
9.6
19.7
21.4
22.5
11.4
20.2
18.4
20.7
10.8
19.8
17.6
15.8
17.1
16.3
9.9
14.5
18.3
24.6
13.7
21.6
19.9
8.4
22.8
18.8
16.9
18.7
20.4
21.5
9.7
19.3
12.3
9.7
20.9
20.6
22.0
24.9
10.8
9.5 10.3
11.6
14.7
19.2
23.7
17.9
19.6
22.9
20.1
12.6
8.7
10.3
15.1
11.6
19.6
12.8
20.6
9.2
22.3
18.3
7.9
10.4
16.9
13.3
21.6
21.0
22.6
7.8
18.7
13.6
20.4
15.4
19.7
7.6
14.9
20.5
17.3
16.0
7.5
18.5
12.7
10.8
21.3
20.7
11.3
22.3
17.7
21.7
17.7
20.6
20.1
9.2
13.8
23.4 22.8
18.8
8.6
18.9
14.3
19.9
18.1
11.7
19.4
13.8 13.3
16.8
10.1
23.8
15.4
20.9
10.3
19.1
21.4
16.0
10.8
18.5
21.8
14.5
16.5
20.1
11.1
8.2
20.7
15.9
19.6
18.9
12.5
17.7 19.4
22.0
9.7
17.6
14.9
16.9
8.0
19.9
21.0
8.9
22.1
21.5
11.7 11.1
20.7
10.3
19.3
22.6
20.1
12.8
10.1
7.9
20.4
14.4
18.0
7.8 7.8
15.2
13.3
18.5
10.0
17.7
20.6
19.0
8.5
20.1
13.7
10.6
22.8
21.6
15.6
9.7
8.4
16.2
20.9
18.0
18.7 19.4
20.0
20.4
10.9
21.9
17.3 17.9
11.5
8.2
16.6
10.5
9.3
10.1
19.6
20.6
11.1
19.1
21.1
20.3
14.4
20.0
12.8
21.5
19.5
11.8
18.8
18.2
12.1 9.7
21.5
10.4
19.9
17.4
20.3
14.8
13.5
22.0
15.4
12.8
20.7
10.8
20.5
12.1
16.6
10.1
18.6
8.8
13.6
19.0
21.2
17.7
11.2
15.8
20.0
9.8
19.5
20.4
9.1
21.5
19.2
16.8
13.5
18.0
11.3
19.2
16.6
18.5
19.6
20.1
19.8
18.5
9.3
14.1
20.6
9.9
8.1
15.8
11.3
21.2
10.5
11.6
11.8
15.0
10.3
9.2
20.1
20.4
16.8
14.3
19.4
13.6
18.8
10.8
9.1
19.2
17.4
17.4
19.6
10.9
17.8
12.1
15.4
19.6
20.7
19.8
20.1
9.3
18.9
15.7
14.0
18.3
11.1
8.6
12.7
12.4
18.1
14.8
19.3
16.0
19.8
14.1
20.2
10.6
11.4
11.2
19.0
17.1
10.6
18.3
18.3
15.1 13.2
16.4
17.0
12.4
18.8
9.1
19.8
19.3
17.5
10.9 11.5
14.0
8.8
19.6
8.8
18.3
13.5
10.6
16.3
19.4
9.8
15.7
17.6
14.9
8.4
14.2
18.7
10.9
11.6
15.6
10.6
16.6
12.7
9.9
12.0
11.1
17.7
10.6
16.5
17.6
9.2
13.9
18.8
17.0
16.8
11.0
10.2
13.4
15.3
11.5 12.7
9.9
8.7
11.0
14.1
13.8 14.5
11.8
16.8
17.5
15.5
11.2
10.9
15.9
10.0
12.3
17.8
14.7
11.2
9.2 9.2
16.5
9.2
14.3
11.8
10.4
12.3
9.0
13.8
10.1
12.7 13.3
9.3
11.3
15.2
14.4
10.9 14.5
15.6
9.6
10.9
14.7
9.9
16.0
12.0
9.3 9.2
9.3
12.5
9.2
9.7
16.4
13.0
15.0
11.4
13.3
10.4
11.8 11.0
9.6
A
CN101
12.2
10.6
14.1
9.4
10.6
9.4
CN101
S R
F Y
C N
.d g n
B A
Y C
S
T
O
R E
Q U
IR
E D D
R E
D G
E D
G E P
L A
N S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P ’S
V a g in e e r
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
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
:1
X
P
R O
S S
W
X K -1
-B -0
-0
-2
F Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
A G
IN
A W R
IV
E R /B
A Y
S A
G
IN
A W B
A Y C
IT
Y
M
IC
H
IG
A N
B A
Y C
O U
N T
Y A J
IM
E N
E Z
R
M A
L B
U R
G A J
A F
A R
B
C O
E S R
E V
IE
W F
E B
M
A R
B
C O
E S R
E V
IE
W
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A R
R
E A
D Y T
O A
D V
E R
T
IS
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
Detroit District of Engineers
US Army Corps
DREDGING TO 27.0 FT BELOW LWD
LIMIT OF REQUIRED BASE
UPSTREAM
11.0
9.3 9.2
D
11.6
9.7
13.1
12.4
15.2
11.6
14.4
9.5
10.0
13.0 11.7
9.8
11.9 11.2
9.6
12.1 13.3
10.1
12.2
10.7
9.3
10.5
11.2
12.5
10.3 9.7 9.7 9.7
11.6
9.6
13.7 10.4
12.7
11.8
9.7 9.7
11.1
11.4 10.8
9.7
10.1
9.5
10.7
11.3
9.8
11.6
11.0
10.7 10.1 12.4
10.0 9.8
9.8
11.5
10.1 10.7
11.0 11.6
10.3 10.1
10.1
10.6 11.0
10.7
DREDGING TO 27.0 FT BELOW LWD
LIMIT OF REQUIRED BASE
DOWNSTREAM
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E T
H
IS
S
H E
30.0 29.9 29.5
30.0 29.8
29.2
29.1 29.5
30.1
28.8
29.5
28.9
29.9
29.9
29.0
29.1
28.4
30.1
28.8
29.5
28.3
29.9
28.0
29.3
29.9
29.8
30.3
28.3
30.2
28.4
29.5 28.9
29.9
28.6 29.2
29.7
30.3 30.3
28.4 28.8
27.6
26.8
29.3
29.8
28.0
27.2
26.8
29.1
28.5
30.2
28.9
29.6
30.1
28.1
26.3
29.3
27.4
28.1 28.7
29.8
26.0
27.2
29.0
28.9
29.4
25.7
30.0 29.9
25.7
26.3
28.0
26.0
29.3 28.7
25.7
27.4
29.8
29.7
26.6
29.0
27.8
28.2
28.9
29.4
28.3
26.4 25.8
26.8
28.6
25.7
29.8
29.0
29.7
26.6
29.1
28.4
25.4
27.0
29.5
25.3
27.1
24.4
25.8 26.3
24.6
27.6
29.3
24.7
28.6
29.8
26.1
29.7
26.1
29.1
25.5
28.3
25.5 25.5
29.6
28.9
27.7
26.9
28.8
27.4
26.4
24.9
29.3
29.3
25.4
28.0
29.1
23.5
26.7
25.8
26.1
29.0
29.6
28.3
29.5
23.8
25.9
29.5
29.3
25.8
28.1
26.6
26.2
27.2
22.9
26.8
25.9
29.1
24.9
24.0 24.6
29.0
27.1
28.2
23.1
29.5
28.1
27.7 28.2
25.8
23.4
29.4
26.4
22.4
28.7
29.3
28.6
29.2
29.2
23.5
24.7
27.2
26.6
26.1
29.7
22.6
26.0 25.4
21.9
29.5
26.2
24.7
28.8
28.1
23.6
25.5
26.2
29.3
26.9
24.8
28.6
27.3
22.8
21.9
22.1
26.0
21.4
29.6
26.9
28.9
23.8
26.4
28.9
28.2
23.1
22.8
29.4
22.4
21.1 21.7
27.4
29.3
21.0
26.3
28.7
29.2 28.5
21.4
24.0
20.8
27.9
29.6
22.6
20.7
26.0
23.2
20.7
28.4
26.5
25.1
27.2
24.4
21.9
21.2
23.5
29.4
21.6
23.4
28.8
20.5
28.6
25.8
20.9
26.1
21.0 20.9
21.6
28.7
26.2
26.7
21.5
29.2
22.5
22.2
27.4
24.4
22.8
20.7
23.3
21.4
29.0
27.8
21.9
20.7
20.1
27.1
24.7
23.8
27.8
25.1
21.2
29.5
21.2
21.2 21.8
29.5
21.9
26.5
20.5
28.8
25.8
24.3
20.9
28.2
21.6
25.7
21.5
21.7
20.3
22.9
21.6
28.7
26.9
22.3
25.0
20.7
31.7 31.6
31.7
27.8
23.4
21.4
21.3
29.0
22.9
26.1
22.0
31.4
22.0
22.3
19.9
28.9
31.4
19.4
28.2
20.5
27.7
25.7
28.3
26.9
31.4
27.0
22.4
24.4
21.0
19.7
21.5
20.9 20.9
25.8
26.1
28.7
20.2
26.3
31.1
23.5
24.7
22.1
22.8
21.5 21.5
29.2 29.1
20.1
28.4
28.4
21.3
19.4 19.9
21.9
20.6
28.9
25.4
21.2
20.9
28.9
21.6
28.8
25.8
18.6
22.9
27.4
21.0
22.3
24.9
27.5 30.6
21.6
21.6
20.8
26.7
21.4
21.5
21.4
27.9
28.0
21.4
29.1
23.4
28.6
18.9
26.1
21.8
30.2
22.0
20.1
21.3
29.0
21.9
25.4
18.7
23.9
25.2
22.5
19.3
26.5
30.1
28.9
28.8
25.8
25.6
20.3
18.0
22.1
28.7 28.2
21.6
21.6 21.6
21.5
21.4
24.2
25.6
28.0
22.1
20.1
26.8
21.5
18.3
26.1
22.4
25.9
23.6
27.9 28.4
17.6
22.7
29.0
27.2
18.7
26.4
28.4
21.8
29.6
18.0
26.9
28.9
28.9
20.9
28.8
19.2
17.3
26.4
21.7
18.5
19.6
23.0
21.6
17.1
28.8
24.3
21.4
25.6
24.8
20.7
29.1
18.3
22.2
21.4
20.1
21.4
25.5
21.4
23.4
21.3
27.8
26.1
21.2
16.7
22.6
20.5
28.3
22.0
19.1
21.5
25.6
17.4
26.4
17.2
22.1
20.9
26.2
26.9
28.1 27.5
20.2
21.6
23.5
28.8
22.2
20.8
26.8
24.6
27.8
25.5
21.4
17.5 19.4
22.7
21.1
27.7
23.9
27.0
18.6
21.3
19.9
18.1
25.9
21.1
21.8
28.1
20.9
18.6
21.0
28.3
21.0
16.6
20.3
23.3 23.9
20.9
20.8
21.6
27.4
20.2
21.4
25.6
19.6
22.9
26.1 26.7
19.4
22.1
21.7 22.4
18.8
23.9
21.1
24.8
24.5
23.2
16.1
25.9
21.2 21.2
20.3
22.4
19.8
26.8 26.1
24.9
20.8
21.6
27.5
18.3
25.6
20.8
24.9
20.0
20.7
16.3
20.5
17.4 19.4
21.0
26.6
22.6
26.0
21.3
23.1
16.7
21.8
21.5
19.7
15.4
20.8
20.3
20.3
23.6
25.7 25.1
15.9
20.2
26.6
20.8
15.2
20.6
21.5
18.3
24.8
19.4
21.9
21.3
22.5
20.6
19.9
16.2
25.8
25.6
22.8
21.0
23.8
25.0
20.3
21.4
25.7
21.6
20.8
24.4
22.8
20.2
20.9
19.5
20.8
20.5
19.9
21.7
18.6
21.9
24.7
20.6
26.0
19.8
25.6
21.1
23.8
20.8
19.1
22.3
21.6
20.2
20.6
20.8
24.0
20.8
19.4
22.9
24.6
20.1
24.8
19.9
21.2
19.3
21.2
13.7
20.4
19.1
20.3
24.9
19.7
21.0
20.9
21.6
14.0
20.2
19.5
20.1
20.8
21.2
19.4
22.2
20.7
22.8
18.7
20.6
22.9 21.6
13.6
21.1
19.7
24.3
19.1 18.4
20.3
20.7
23.2
22.9
20.2
17.7
21.6
12.8
20.6
21.8
19.4
19.4
20.8
20.1
20.6
22.1
23.2
19.9
20.3
24.0
16.6
23.7
20.9
23.5
19.7
20.3
18.9
14.0
21.1
21.7
14.6
22.1
18.8
20.0 23.3
17.5
16.9 18.1
22.6
12.5
19.9
15.6
20.7
20.9
20.4
23.1
14.2
18.5
12.3
23.1
19.8 23.0
21.7 21.2
23.0
19.1
12.9
20.2
13.4
20.3
19.4
12.7
23.1
18.1
19.4
20.1
14.4 15.0
19.8
20.3
19.9
22.8
19.1
21.7
20.5
22.0
20.8
18.5
19.7
19.6
20.0
12.7
20.9
18.8
19.5
21.1
22.4
20.1
13.1
19.7
19.8
19.2
18.1
21.7
12.2
21.1
20.5
15.9
20.2
19.5
19.6
22.0
10.7
18.9
18.2 18.8
19.4
20.7
20.4
20.0
19.8
12.9
21.6 19.7
19.0
19.8
13.5
10.9
20.2
18.8
13.9
10.8
17.6
19.6
20.6
18.2
19.9
18.7
10.7
20.7
16.9
20.0 19.9
12.4
19.2
21.0
18.5
18.4
19.6
14.2
11.6
19.1
19.7
10.3
19.0
17.7
20.0
20.2
10.8 12.1
19.3
10.1 10.7
20.6
19.3
16.8
18.7
18.6
12.5
15.4
11.1 11.0
10.4
14.8
10.4
10.4
17.7
19.6
10.9
10.3
19.0
18.8
14.0
16.5
10.1
10.8
13.3
19.4
20.1
10.1
18.2
12.6
16.9
18.1
17.3
12.4
18.5
15.5
18.3
13.4
19.6
14.5
18.8
16.9
17.9
17.5
15.6
13.1
16.7
10.5
10.6
11.8
10.5
11.1
10.5
10.5
16.0 13.5
18.3
10.4
17.7
14.7
17.4
13.2 11.3
13.7 14.8
17.8
12.8
16.9
13.9 12.0
14.4 14.3
17.4
9.8
17.9
11.0
14.8
11.4
15.1
9.4
16.7
9.8
15.9
14.2
10.9
17.1 14.5
11.4
8.9
10.2 9.5 10.7
11.8
10.5
11.1
16.8
10.9 9.7
14.0
10.3
9.6
11.4
13.8
11.9
10.6 8.8
9.3
15.6
11.2 11.2
13.0
11.1
10.4 11.1
11.1
8.4
10.8
10.9
14.5
10.8
11.4 12.0
11.2 11.1 11.0
11.8 14.9
11.0 14.7 11.6
14.0
14.5 14.6
14.7
14.5
11.5
14.4 14.4
14.4
11.5
14.6
14.3
14.5
12.0
11.4
14.1
12.4
11.8 11.8
11.6
12.1
13.9
11.9
12.0 12.0
13.8 13.7
11.8
12.2
13.2
11.7
11.7
11.7
13.0
11.5
12.8 12.7 12.6
11.5 11.3 11.2 11.0 10.9
29.7 29.6 29.2
29.7 29.1
29.6
28.8
28.7
29.3
29.1
29.1
28.4
29.6 29.5
29.2
28.0
28.4 28.3
28.4
27.7
28.8
28.7
27.4
28.5
27.7
28.3
28.3
26.9 28.0
27.3
26.8
26.3 27.3
25.9 27.1
25.9
26.5
26.2 26.8
25.5 26.1
25.8
25.2
24.9 26.0
26.1
25.4 25.9 25.9
24.4
24.6 24.9
24.5
23.7
25.0
23.4 22.8
23.8
22.6
22.1 22.6
21.6
22.8
21.9
21.1
22.0
21.5
20.7
22.0
21.2
20.4 20.1
21.5
20.6
20.3
21.2
21.5
20.4
19.6 19.6
20.1
20.5
20.7
19.8
19.0
19.5
20.2
19.8
19.2
19.3
19.8
20.1
19.6
19.4
18.8
19.4
18.7
19.8
18.9
17.7
18.3
18.8
19.3
18.3 18.8
17.5
17.5 17.8
18.3
16.5
17.6
16.6
17.6 16.8
16.0 16.4
15.0
16.8
15.5 15.9
15.2 14.4
14.4
15.6 14.7
13.3
13.3
13.7
14.1
12.7
13.1
12.4
11.6 12.4
11.9
11.5
12.2
10.7
12.5
11.0
11.2
11.6 10.3
10.1
11.6
10.1 10.6 11.0
11.8
11.1
10.7
11.3
10.7 11.0
29.6 29.5
29.4
29.9
29.8 29.1
28.8
29.3 29.3 29.2
29.8
28.6 29.2
28.4
29.6 29.5
29.4
28.8 29.3 28.1
27.9 28.4
29.0
29.6 29.6
28.8
29.4
29.8
27.2
29.1
29.6 29.6
27.1
28.2
28.8 28.8
29.4
27.6
27.4
29.8
29.1
27.9
29.7
29.0
28.4
29.6
26.5 27.0
26.2 26.8
28.6
26.3
28.0
27.2
29.2
29.1
26.1
29.6
27.2
29.5
29.6
25.9
28.7
28.1
28.0
27.4
29.2
27.3
26.1
29.8 29.6
26.0
28.9
28.9
26.5
28.3
26.2
29.4
29.9
28.0
29.3
25.1
28.6
25.4 24.8
26.1
29.0
25.4
29.0
29.6
25.9
26.4
27.7 26.4
26.9
29.4
26.9
30.0
28.8
29.9
27.3
28.0
25.0
29.1
27.8
25.3
25.1
28.2
28.9 29.5
25.8
30.0
25.8
23.6
28.6
24.2
28.5
27.4 28.0
29.8
26.1
29.2
29.1
26.7
28.4
27.0 25.8
29.5
25.1
28.8
29.5
28.3 28.9
25.2
26.2
25.7
25.1
27.2
26.2
25.4
29.0
29.1
23.9
28.4
27.6
26.6
22.6
25.3
28.8
23.2
25.0
25.9
27.1 28.3
25.1
28.0
26.2
24.1
25.6
24.4 25.6
23.0
28.3
28.4
21.9
25.1
23.4
26.2 25.6
25.8
23.0 22.3
26.8
26.7
25.6
21.9
21.5
25.5
26.1 26.5
23.8
21.2
21.8
25.8
27.6
26.8
22.9
22.2
27.2
26.8
24.0
26.1
25.5 26.0
24.5 25.1
20.7
25.3
21.1
26.3
24.5
25.4
25.6
22.3 22.9
21.6
20.2
26.0
20.8
23.7 24.8
20.4
21.2
25.7
19.9
21.8
25.7
26.3
22.9
26.0
20.4
25.7
20.3
23.5
20.9
20.7
19.5
22.1
21.0
19.8
23.8
22.2
21.3
24.4
25.8
19.2
20.4
25.7
19.7
20.2 21.4
19.7
20.2
19.4
22.0
20.8
22.7
21.4
20.8
25.4
18.7
25.3
24.4
20.3
24.6
19.0
19.6
19.7
23.8
24.7
19.1
21.0
22.9 23.4
20.3
21.4
20.2
19.5
19.4
20.7
19.9
18.6
21.9
20.6
20.4
19.9
19.1
20.7
19.5
21.6 20.9
17.7
22.2
19.6
23.5
21.3
18.8
18.3
20.1
22.6
19.2
23.8
19.9
20.0
20.5
19.3
21.5
20.2
17.8
21.0
18.4
19.6
19.7
21.6
22.9
20.7 21.9
20.1
22.0
18.1
23.1
20.6
17.5
19.3
18.5
23.4
19.6
22.4
19.8
18.5
21.7 21.1
19.1 19.5
20.2 20.7
17.6 16.4
20.8 21.4
22.6
20.1
21.9
18.7
19.3
16.8
21.5
20.6
17.9
18.6
19.9
17.3
19.8
21.1
20.4 20.4
19.0
20.2
20.8
20.9 19.0
17.8
20.9
19.6
21.9
20.2
22.1
17.0
19.5
16.4
20.6
21.4
19.9
20.6
20.6 19.3
18.1
18.1 18.6
19.9
17.4
18.6
21.1
19.1
21.7
19.8
20.8
20.3
21.0
17.1
19.5
15.2
19.0
16.5
21.4
16.4
20.8
20.5 20.0
20.7
20.0
19.5 18.7
20.7
19.9
15.7 17.5
21.2
21.6
18.1
15.4 17.4 18.6
18.5
20.2
20.5
16.6 19.2
20.9
21.0 20.9
17.7
19.1
20.7
18.9
19.4
18.8
17.0
20.7
20.1
15.6
19.8
20.5
18.6
20.9
19.2
19.1
17.9
14.1
20.3
14.8 17.8
16.6
19.5
20.7
17.1
15.7
18.8 15.7
18.2
16.3 16.8
19.9
19.4
18.6
15.0
14.8
18.6
19.7
20.2
17.2
13.4 14.1
18.9
15.9
17.6
18.2
19.4 19.9
15.0
13.7 16.9
14.2
18.0
16.7
18.6
13.6
16.0
18.3
14.5
18.9
15.8
18.7
15.7
19.3
16.1
18.0
12.3 15.4
17.3 14.1
16.6 14.6
15.1
18.3
15.2 12.7
15.1
13.8
17.6
18.7
15.6
13.2 12.4
18.0
11.7 17.3
17.1
18.3 17.0
16.7 11.9
17.4
12.9
17.2
11.6
14.8 12.1
13.9
17.5
11.1
13.0
16.6
15.4 14.7
10.9
11.6 12.1
10.7
16.1
13.6
11.6 12.0
12.4
15.4
14.7 15.9
11.0
13.4 15.2
10.7
12.4 13.4
11.4 12.3
11.7
13.1 12.5
13.7
11.5
13.6
11.0 11.6
12.8 12.1 11.4
12.5
11.1
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P ’S
V a g in e e r
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
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
:1
X
P
R O
S S
W
X K -1
-B -0
-0
-2
A J
IM
E N
E Z
R
M A
L B
U R
G A J
A F
A R
B
C O
E S R
E V
IE
W F
E B
M
A R
B
C O
E S R
E V
IE
W
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A R
R
E A
D Y T
O A
D V
E R
T
IS
E F
Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
A G
IN
A W R
IV
E R /B
A Y
S A
G
IN
A W B
A Y C
IT
Y
M
IC
H
IG
A N
B A
Y C
O U
N T
Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
Detroit District of Engineers
US Army Corps
CHANNEL LINE
TO 27.0 FT BELOW L.W.D.
LIMIT OF OPTION 1 DREDGING
DOWNSTREAM
CN102
DREDGE PLANNN
200’0 100’
SCALE:1"=100’
S R
F Y
C N
.d g n
C
D
E
F
TO 27.0 FT BELOW L.W.D.
LIMIT OF OPTION 1 DREDGING
UPSTREAM
13265947.098793556.969 J
13265646.927793736.300 I
13265690.657793127.729 H
13265390.492793307.065 G
13265023.921792011.726 F
13264723.763792191.057 E
13264459.760791067.415 D
13264159.607791246.743 C
EASTNORTHPOINT
DREDGE AREA COORDINATES
O P
T
IO
N S
T A
T
O
O P
T
IO
N S
T A
T
O
O P
T
IO
N S
T A T
O
D R
E D
G E P
L A
N
SAGINAW BAY CDF PLATFORM
CHANNEL LINE
97+00B 100+00B 108+00B
TO 27.0 FT BELOW L.W.D.
LIMIT OF OPTION 2 DREDGING
UPSTREAM
TO 27.0 FT BELOW L.W.D.
LIMIT OF OPTION 2 DREDGING
DOWNSTREAM
FT BELOW L.W.D.
DREDGING TO 27.0
LIMIT OF OPTION 3
UPSTREAM
FT BELOW L.W.D.
DREDGING TO 27.0
LIMIT OF OPTION 3
DOWNSTREAM
CHANNEL LINE
SAGINAW BAY CDF PLATFORM
E
F
G
H
CENTER LINE
108+00B
CHANNEL LINE
110+00B 120+00B 121+00B 126+00B
J
EXISTING ABANDONED PIPELINE - PARTIALLY BURIED S/L
EXCAVATION AREAS
REQUIRED
LEGEND:
SHORE LINE
HORIZONTAL CONTROL POINT
OVERFLOW WEIR
EXISTING PERIMETER DIKE
PERIMETER DIKE
EL. +14.0 FT.
C
E
N T R
A N
C E C
H A
N N
E
LC
.S .5 B
A Y
EXISTING STONE PLATFORM
PIPELINE & TRESTLE
EXISTING PUMPOUT PLATFORM,
PERIMETER DIKE
EL. +25.0 FT.
CELL
NORTHWEST DISPOSAL
FEET OF PERIMETER DIKE
TERMINATE DITCH WITHIN 50
A P P
R O
X L
F
A P P R
O X . 2
L F
E13265159.71
N791532.10
DIKE DISPOSAL
E
E
E13268815.47
N790999.21
SAGINAW
BAY
N 790000
SAGINAW DIKE
N 792000
E
BAY
SAGINAW
00°- 22’-1
8"
T R
U E N
O R
T H G
R
ID
N
O R
T H
N 794000
E
24+00
0+00 2+00
3+00 4+00
5+00 6+00
7+00 8+00
9+00 10+00 11+00 12+00 13+00
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
25+00 26+00 27+00 28+00 29+00 30+00
31+00 32+00 33+00 34+00 35+00 36+00 36+94
1+00
HORIZONTAL CONTROL DATA
COORDINATES
NORTH
791,496.50
791,380.89
EAST
13,265,078.94
13,268,943.33DIKE DISPOSAL
SAGINAW DIKE
NUMBER
STATION
CONFINED DISPOSAL AREA
W.E.
-2.6
-0.9
-0.9
-0.9
-0.6
24+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
23+
25+0 0 26+00
27+00 28+00 29+00 30+00 31+00 32+00
33+00 34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+
CS101
S R
F Y
C S .d g n
C D
F E
A R
T H
W O
R K
P L
A N U
P P
E R S
A G
IN
A W B
A Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
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
:1
X
P
R O
S S
W
X K -1
-B -0
-0
-2
Detroit District of Engineers
US Army Corps
F Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
A G
IN
A W R
IV
E R /B
A Y
S A
G
IN
A W B
A Y C
IT
Y
M
IC
H
IG
A N
B A
Y C
O U
N T
Y A J
IM
E N
E Z
R
M A
L B
U R
G A J
A F
A R
B
C O
E S R
E V
IE
W F
E B
M
A R
B
C O
E S R
E V
IE
W
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A R
R
E A
D Y T
O A
D V
E R
T
IS
E
0.0
1.0
3.4
6.3
7.0
W.E.
7.1
7.2
7.3
7.3
7.3
7.3
7.3
7.4
W.E.
7.5
7.6
7.5
7.5
7.6
7.6
7.6
7.7
7.7
7.7
7.7
7.7
7.8
7.7
7.8
7.8
7.8
7.9
7.9
9.0
8.8
8.0
7.6
8.0
8.1
8.1
8.2
8.1
8.2
8.2
8.2
8.2
8.3
8.3
8.3
8.4
8.5
8.7
8.7
8.6 8.6
8.7
8.8
8.8
8.7
8.8
8.9
8.8
9.0
9.0
9.0
9.1
9.2
9.2
9.3
9.3
9.3
9.4
9.4
9.4
9.4
9.4
9.5
9.5
9.5
9.4
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.6
9.6
9.7
9.7
W.E.
9.7 W.E.
9.7
W.E.
11.9
9.7
9.7
9.8
9.8
9.8
9.9
9.9
9.9
9.9
9.9
9.9
9.5
10.0
10.0 10.0
10.0
9.9
10.0
10.0
9.4
10.0
10.0
10.1
10.1
10.1
10.1
10.2
10.2
10.2
10.2
10.2
10.3
10.3
10.3
10.3
10.5
10.6
10.6
10.6
10.6
.6
10.7
10.8
10.8
.8
10.8
10.9
10.9
11.0
11.0
10.9
10.9
10.9
11.0
11.0
11.0
11.0 11.0
11.0
11.0
11.0
11.1
11.0
600’0 300’
SCALE:1"=300’
REGARDING AVAILABILITY.
SEE NOTE 1 ON THIS SHEET
PLATFORM
EXISTING SSP
BAY
SAGINAW
SEE NOTE 12
DREDGED MATERIALS
PLACEMENT OF
AREA AVAILABLE FOR
WEIR STRUCTURE
EXISTING CROSSDIKE OVERFLOW
CELL
NORTHEAST DISPOSAL
SEE NOTE 12.
DREDGED MATERIALS.
PLACEMENT OF
AREA AVAILABLE FOR
WEIR STRUCTURE
EXISTING CROSSDIKE OVERFLOW
CELL
SOUTH DISPOSAL
SEE NOTE 14.
EAGLE NEST,
THE COR. SEE NOTE 13
STOCKPILE AS DIRECTED BY
AND BORROW MATERIAL FOR
AREAS TO DIRECT FLOW
REQUIRED EXCAVATION
11.1
11.1
11.2
11.1
11.1
11.2
11.2
11.2
11.3
11.2
11.3
11.3
11.3
11.3
11.4
11.4
11.3
11.3
11.4
11.3
11.4
11.4
11.4
11.
11.5
11.5
11.5
11.4
11.4
11.5
11.5
11.5
11.5
11.5
11.5 11.5
11.5
11.5
11.5
11.5
11.5
11.5
11.6
11.5
11.5
11.5
11.5
11.6
11.6
11.6
11.
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.
11.6
11.6
11.6
11.6
11.6
W.E.
11.6
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.7
11.6
11.6
11.7
11.6 11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.8
11.8
11.7
11.8
11.8
11.8
11.7
11.8
11.8
11.8
11.8
11.8
11.8
11.8
12.0
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.9
12.1
11.9
11.9
11.9
11.8
11.9
11.9
11.8
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.9
11.9
11.9
11.9
11.9
W.E.
11.9
11.9
12.1
12.1
11.9
11.9
11.9
11.9
11.9
11.9
11.9
12.0
11.9
11.9
11.9
12.0
11.9 11.9
SEE NOTE 11 ON THIS SHEET
APPROXIMATE LOCATION OF GOVERNMENT-FURNISHED HDPE PIPELINE
12.8
11.4
13.0
11.6
13.0
12.1
12.0
11.8
12.0
12.0
12.0
12.0
12.0
12.0 12.0
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.2
12.2
12.2
.2
12.2
12.2
12.2
12.2
12.2
12.3
12.3
12.3
12.3
12.3
12.3
.3
BRUSH
12.3
12.4
12.4
12.4
12.4
12.4
12.6
12.6
.5
12.6
12.6
12.6
12.6
12.6
12.6
12.7
12.7
12.7
12.7
CB
12.8
12.7
12.8
12.8
12.8
12.9
12.9
12.9
12.9
12.9
12.8
12.9
12.9
12.9
12.9
13.0
13.1
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.1
13.1
13.1
13.1
13.2
13.2
13.2
13.1
13.2
13.2
13.2
13.2
13.2
13.3
13.3
13.3
13.3
13.3
13.4
13.4
13.4
13.4
13.3
13.3
13.4
13.4
13.4
13.4
13.4
13.5
13.4
13.4
13.4
13.5
13.5
13.4
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.6
13.5
13.5
13.6
13.5
13.5
13.6
13.5
13.6
13.6
13.6
13.6
13.6
.5
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.7
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.7
13.8
13.8
13.8
13.9
13.8
13.8
13.9
13.9
13.9
13.9
13.5
13.9
14.0
14.0
14.0
14.0
13.9
13.9
14.0
14.0
14.0
14.0
14.0
14.1
14.0
14.0
14.0
14.1
14.0
14.0
14.0
14.0
14.0
14.0
14.1
14.0
14.1
14.1
14.1
14.1
14.1
14.1
14.2
14.2
14.2
14.2
14.2
14.1
14.2
14.2
14.1
14.2
14.2
14.2
14.2
14.2
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.4
14.4
14.4
14.4
14.4
14.4
14.4 14.4
14.4
14.4
14.5
14.5
14.5
14.5
14.5
14.6
14.6
14.6
14.6
14.6
14.5
14.7
14.6
14.6
14.7
14.4
14.7 14.8
14.8
14.8
14.9
14.9
14.9
14.9 14.9
15.0
15.0
15.0
15.0
15.0
15.0 15.0
15.0
15.0
15.0
15.3
15.2
15.2
15.3
15.3
15.3
15.3
15.4
15.4
15.4
15.5
15.5
15.5
15.5
15.4
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.6
15.6
15.6
15.7
15.7
15.6
15.7
15.8
15.8
15.9
15.9
15.7
16.4
.6
17.0
17.1
17.1
17.1
17.3
17.3
17.5
17.5
17.5
17.5
17.5
17.5
17.6
17.5
17.6
BRUSH
17.8
17.7
18.0
18.3
18.9 19.1
19.5
19.6 19.9
20.4
21.4
CB
21.2
CB
23.3
23.8
23.9
23.9
24.0
24.0
24.0
24.1
24.1
24.1
24.1
24.2
24.1
24.2
24.3
24.3
24.3
24.3
24.3
24.3
24.3
.4
24.4
24.4
24.4
24.4
24.4
24.4
24.5
24.5
24.5
24.5
24.5
24.5
24.5
24.5
24.6
24.6
24.6
24.6
24.7
24.6
24.7
24.6
24.6
24.6
24.7
.7
24.7
24.7
24.7
24.8
24.7
24.8
24.8
24.7
24.7
24.8
.8
24.8
24.9
24.9
24.9
24.9
D
24.9
25.0
25.0
25.0
25.1
25.2
25.3
25.2
25.3
25.5
25.4
27.5
BRUSH
E 13265000
E 13265500
E 13266000
E 13266500
E 13267000 E 13267500
E 13268000
E 13268500
E 13269000
N 788500
N 789000
N 789500
N 790000
N 790500
N 791000
N 791500
N 792000
N 792500
N 793000
14. EAGLE’S NEST AT THIS LOCATION. DO NOT DISTURB TREES OR NEST IN THIS AREA.
REQUIREMENTS OF TRENCH.
SIDECAST TO THE WEST OF THE TRENCH. SEE SPECIFICATIONS SECTION 31 00 00 FOR
EAST OF THE TRENCH. EXCAVATED MATERIAL FROM THE WEST TRENCH SHALL BE
THE COR. EXCAVATED MATERIAL FROM THE EAST TRENCH SHALL BE SIDECAST TO THE
REQUIRED EXCAVATION AND STOCKPILE WORK TO BE PERFORMED AS DIRECTED BY13.
SWITCHING TO PLACEMENT IN THE SOUTH CELL.
REPRESENTATIVE SHALL BE NOTIFIED AT A MINIMUM OF 36 HOURS PRIOR TO
IN THE NORTHWEST CELL IS AVAILABLE. THE CONTRACTING OFFICER’S
NORTHWEST CELL. THE SOUTH CELL MAY BE USED WHEN NO FURTHER CAPACITY
PLACEMENT OF DREDGE MATERIALS SHALL INITIALLY TAKE PLACE IN THE12.
HDPE PIPE.
ADDITIONAL INFORMATION REGARDING USE OF THE GOVERNMENT-FURNISHED 18" O.D.
REFER TO THE SPECIFICATIONS, SECTION 35 20 23 DREDGING, PART 3.4.2 FOR 11.
IN THE NORTHWEST AND SOUTH DISPOSAL CELLS.
DESCRIBED IN ITEM 9 ABOVE, DISPOSAL OPERATIONS BY OTHERS HAS TAKEN PLACE
THE CONTRACTOR IS INFORMED THAT SINCE THE DATE OF SURVEY DATA AS 10.
DATED 4/29/2007.
ELEVATIONS AND CONTOURS SHOWN ARE FROM LIDAR ACQUISITION9.
QUEBEC (I.G.L.D. 1985).
LAKE HURON, ELEVATION 577.5 FT. ABOVE MEAN WATER LEVEL AT FATHER POINT,
ELEVATIONS AND CONTOURS ARE REFERRED TO LOW WATER DATUM (L.W.D.) FOR8.
EXISTING DIKE STRUCTURES.
PLACEMENT OPERATIONS IN SUCH A MANNER AS TO PREVENT DAMAGE TO THE
EXISTING DIKES IS NOT PERMITTED. THE CONTRACTOR SHALL CONDUCT
DIRECT DISCHARGE OF DREDGED MATERIALS BY HYDRAULIC METHODS ONTO7.
ALL ITEMS SHOWN ON THIS SHEET ARE EXISTING UNLESS MARKED AS REQUIRED.6.
1983 NORTH AMERICAN DATUM (NAD 83) U.S. FOOT.
PROJECTION, SOUTH ZONE, MICHIGAN SYSTEM OF STATE PLANE COORDINATES,
THE GRID SYSTEM AND COORDINATE DATA SHOWN IS BASED ON THE LAMBERT5.
+25.0 FT. ABOVE L.W.D. WITHIN 50 FT. OF THE NORTHWEST CELL CONFINEMENT DIKES.
THE MAXIMUM FINAL ELEVATION OF DREDGED MATERIALS SHALL NOT EXCEED4.
+14.0 FT. ABOVE L.W.D. WITHIN 50 FT. OF THE SOUTH CELL CONFINEMENT DIKES.
THE MAXIMUM FINAL ELEVATION OF DREDGED MATERIALS SHALL NOT EXCEED3.
HYDRAULIC DISPOSAL OF DREDGED MATERIALS IS PERMITTED.2.
FOR THE CONTRACTOR’S USE UNDER THIS CONTRACT.
THE EXISTING GOVERNMENT-OWNED OFF-LOADING PLATFORM IS AVAILABLE1.
NOTES
STRUCTURES
EXISTING OVERFLOW WEIR
11+00 12+00 13+00 14+0010+00
600600
0+00 1+00 2+00 3+00 4+00 5+00 6+00 16+00 17+00 18+00 18+18
CU101
S R
F Y
C U
.d g n
P L
A N S
A G
IN
A W R
IV
E R D
M D
F P
IP
E
EXISTING GROUND (TYP)
E X
IS
T
D
IT
C H
200’0 100’
SCALE:1"=100’
EXISTING PROFILE VIEWING NORTH
EXISTING OUTFALL
SECTION 22 05 83.63 FOR CIPP REQUIREMENTS.
AFTER LINING IS COMPLETE. SEE SPECIFICATION
FLAPGATE AT OUTFALL IS OPERATIONAL
NOTE: CONTRACTOR SHALL ENSURE EXISTING
REQUIRED CIPP LINING LIMITS
S L
U
T E
@ 0.075%
24" CMP
24"CMP @ 0.071%
24"CMP @ 0.052%
36" CMP CULVERT
OVERFLOW WEIR
.8
.4
P I
P I
M
ELBOURNE ROAD
G R
A N
D
T R
U N
K
R A
IL
R O
A D
R
IG
H T
Y
EXISTIN
G DITCH
T A
X
P
A R
C E L
ID
N O
H E L D
F O
R
P
R O P E R T Y
L
IN
E
F O
U N
D
IR
1,231LF A.B.
L F
.B
66’ W
IDE
N .2
A S
B
U
IL
E .4
R
IM
N .0
A S
B
U
E .6
A S
B
U
T F A
L L
L F
L F
N .8
E .5
IN
V
IN
V
N .W
.1
C
.0
C
.0
24"CMP @ 0.071% A.B.
IN
V
E
R
IM
.1
IN
V
W
IN
V
E
.9
13+00
15+00
16+00
17+00
18+00
18+18.48
S T
A
.0
S T
A
.3
D
IA
C O
N C
TO
P P
IP
E= .3
C
EN
TE
R
LI
N E
W
EI
R
A S B
U
IL
T
A C C
ES
S W
A
LK
W A
Y
A .B
L
IM
IT
S O
F R
E Q
U
IR
E D C
IP
P L
IN
IN
G
S L U
T E
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P ’S
V a g in e e r
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
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
:1
X
P
R O
S S
W
X K -1
-B -0
-0
-2
A J
IM
E N
E Z
R
M A
L B
U R
G A J
A F
A R
B
C O
E S R
E V
IE
W F
E B
M
A R
B
C O
E S R
E V
IE
W
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A R
R
E A
D Y T
O A
D V
E R
T
IS
E F
Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
A G
IN
A W R
IV
E R /B
A Y
S A
G
IN
A W B
A Y C
IT
Y
M
IC
H
IG
A N
B A
Y C
O U
N T
Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
Detroit District of Engineers
US Army Corps
EXISTING ABANDONED PIPELINE - PARTIALLY BURIED
PROJECT
LOCATION
DULUTH
MICHIGAN
LAKE SUPERIOR
INTERNATIO
NAL
BO
UNDARY
CANADA
SOO
MICHIGAN LAKE HURON
GEORGIAN
BAY
WISCONSIN
GREEN BAY
IOWA
DAVENPORT
ILLINOIS
N
OF ENGINEERS
DETROIT DISTRICT
US ARMY CORPS
0 25 75 10050
SCALE OF MILES
CLEVELAND
LAKE
ERI
E
OHIOINDIANA
FORT WAYNE
CHICAGO
HAVEN
GRAND
LAKE
MICHIGAN
SAGINAW
DETROIT
B O
UNDARYNATIO
NAL
IN
T E R
L
OVERFLOW WEIR
EXISTING PERIMETER DIKE
PERIMETER DIKE
EL. +14.0 FT.
C
E
N T R
A N
C E C
H A
N N
E
LC
.S .5 B
A Y
EXISTING STONE PLATFORM
PIPELINE & TRESTLE
EXISTING PUMPOUT PLATFORM,
PERIMETER DIKE
EL. +25.0 FT.
(SEE NOTE 12)
NORTHWEST DISPOSAL CELL
E13265159.71
N791532.10
DIKE DISPOSAL
E
E
E13268815.47
N790999.21
SAGINAW
BAY
N 790000
SAGINAW DIKE
N 792000
E
BAY
SAGINAW
00°- 22’-1
8"
T R
U E N
O R
T H G
R
ID
N
O R
T H
N 794000
E
24+00
0+00 2+00
3+00 4+00
5+00 6+00
7+00 8+00
9+00 10+00 11+00 12+00 13+00
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
25+00 26+00 27+00 28+00 29+00 30+00
31+00 32+00 33+00 34+00 35+00 36+00 36+94
1+00
HORIZONTAL CONTROL DATA
COORDINATES
NORTH
791,496.50
791,380.89
EAST
13,265,078.94
13,268,943.33DIKE DISPOSAL
SAGINAW DIKE
NUMBER
STATION
SAGINAW BAY CONFINED DISPOSAL FACILITY
24+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
23+
25+0 0 26+00
27+00 28+00 29+00 30+00 31+00 32+00
33+00 34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+
RR101
S R
F Y
R R
.d g n
C D
F S
A G
IN
A W B
A Y
R E
A L E
S T
A T
E P
L A
N
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
fi
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
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
:1
X
P
R O
S S
W
X K -1
-B -0
-0
-2
Detroit District of Engineers
US Army Corps
F Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
A G
IN
A W R
IV
E R /B
A Y
S A
G
IN
A W B
A Y C
IT
Y
M
IC
H
IG
A N
B A
Y C
O U
N T
Y A J
IM
E N
E Z
R
M A
L B
U R
G A J
A F
A R
B
C O
E S R
E V
IE
W F
E B
M
A R
B
C O
E S R
E V
IE
W
C E
R T
IF
IE
D F
IN
A L
A
P R
M
A R
R
E A
D Y T
O A
D V
E R
T
IS
E
600’0 300’
SCALE:1"=300’
REGARDING AVAILABILITY.
SEE NOTE 1 ON THIS SHEET
PLATFORM
EXISTING SSP
BAY
SAGINAW
WEIR STRUCTURE
EXISTING CROSSDIKE OVERFLOW
WEIR STRUCTURE
EXISTING CROSSDIKE OVERFLOW
PROJECT AREA
no scale
(NOT USED THIS CONTRACT)
NORTHEAST DISPOSAL CELL
(SEE NOTE 12)
SOUTH DISPOSAL CELL
SEE NOTE 11 ON THIS SHEET
APPROXIMATE LOCATION OF GOVERNMENT-FURNISHED HDPE PIPELINE
CB
CB
CB
SEE NOTE 14.
EAGLE NEST,
D
N
CONFINED DISPOSAL FACILITY
GOVERNMENT-FURNISHED SAGINAW BAY
C.S. 100+00B
C.S. 244+00
C.S. 92+00B
C.S. 84+00B
BASE DREDGING
OPTION 2 DREDGING
OPTION 1 DREDGING
2-C
DELTA
OFFICE
C.S. 60+00B
HARBOR LINE
-30.6 -31.8 -30.9 -30.5 -30.6
B U
O Y
-20.0
-21.0 -22.1
-23.1 -24.1 -24.6
-24.2 -22.9 -21.1 -21.9 -22.7 -23.4 -24.1 -24.6 -24.7
-25.3 -25.3 -26.2 -26.6 -26.5
-26.2 -25.9 -25.7 -25.5 -25.4
-24.9 -23.8 -23.0 -23.0 -22.3 -22.5 -22.8 -21.3 -19.9 -20.5 -23.3 -25.7 -29.7
-28.6 -28.4 -26.8 -26.6 -26.0 -25.8 -25.8 -26.6 -25.6 -21.2 -19.2 -18.2 -19.0 -18.4 -15.8 -14.9 -13.9 -12.2
CLTP 39
BUOY 28
L
IB
E R
ID
G E
WENONAH PARK
1S
WATER ST.
M
ID
L A
PARKING
PARKING
OPEN STORAGE
SLAB
O P
O R
A G
E
O P
O R
A G
E
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
FOUNTAIN
C O
N C
R E
T E
DOCK
C O
N C
R E
T E
C O
N C
R E
T E
WALL
WALL
CONCRETE PIER
R A
M P
OPEN STORAGE
CONCRETE
PILINGS
PILINGS
P
ILIN
G S
PIER
DOCK
CONCRETE
R
IP
-R
A P
R
IP
-R
A P
R
IP
-R
A P
R
IP
-R
A P
R
IP
-R
A P
R
IP
-R
A P
PARKING
PARKING
OPEN STORAGE
PARKING
PARKING
PARKING
RAMP
PARKING
PARKING
UNDER CONSTRUCTION
A N
S B
A
V E
T E
R A
M O
R
IA
L B
R
ID
G E
BRASS
CONTROL CABLE AND 600 VOLT POWER CABLE
APPROXIMATELY 30 FT. BELOW L.W.D
APPROXIMATE LOCATION
PROJECT DEPTH 22.0 FT.
1 42 INCH SUBMARINE SEWER PIPE 31.2 FT. BELOW L.W.D.
APPR0XIMATE LOCATION
30.0 FT. AND 31.0 FT BELOW L.W.D.
APPROXIMATE DEPTH AND LOCATION
C.S. 250+00
C.S. 260+00
C.S. 270+00
C.S. 280+00
N
,5
N
,0
N
,5
N
,0
N
,5
N
,0
E 13,248,000
E 13,248,500
E 13,249,000
M A
T
E E
T
GRID NORTH
TRUE NORTH
-19
’-19 .11"
GRID SCALE FACTOR: 0.999984946
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
VETS N.
P I E
R I N
E
HOOTERS
VETERANS MEMORIAL PARK
JENNISON PLACE
BRASSLANTERN
ST. LAURENTBROS.
PIER 11 MARINE
MICHIGAN BELL TELEPHONE SUBMERGED CABLES AT
LIBERTY BRIDGE
CLTP 35
CLTP 38
CL 14
CLTP 40
CL 14A
CLTP 37
CLTP 42
CLTP 37A
CLTP 42A
CL 14B
CLTP 37B
LIBERTY HARBOR
MARINA
HARBOR LINE
F L O W
BASEBALL FIELD
BASEBALL FIELD
BASEBALL FIELD
BASEBALL FIELD
BASEBALL FIELD
PARKING
PARKING
CONC.
TOWERS
TOWER
SEARS
VETERANSMEMORIAL
PARK
TOWER
CONC.
SCALE
CONVEYER
CONC.
TANKS
DIRT PILES
DIRT PILES
DIRT PILES
DIRT PILES
DIRT PILES
PARKING
THIS PLAN ACCOMPANIES CONTRACT NO.
MODIFICATION NO.
DATE OF PHOTOGRAPHY
19 JULY 1992
PROJECT DEPTH 22.0 FT.
C.S. 290+00
C.S. 300+00
C.S. 310+00
E 13,248,000
E 13,247,500
E 13,247,000
E 13,248,500
1,5
,0
,5
,0
,5
,0
E 13,248,000
E 13,248,500
E 13,249,000
SAGINAW RIVER CHANNEL
SHEET INDEX
141516
GRID NORTH
TRUE NORTH
-19
’-10 .6
"GRID SCALE FACTOR: 0.999982734
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
36 GPS
VETS S.
FITNESS PARK
ROCK PRODUCTS
BAY CITYINDUSTRIALCOMPLEX
CLTP 50
CLTP 46
CLTP 45
CLTP 43
CLTP 48
CL 15
CLTP 41
CLTP 44
CLTP 37C
HARBOR LINE
HARBOR LINE
SIXTH STREET
TURNING BASIN
C. & O.RAILROAD
CARROLLTON
TURNING BASIN
ZILWAUKEEBRIDGE
AIRPORT
TURNING BASIN
LAFAYETTEBRIDGE
VETERANSMEMORIALBRIDGE
ESSEXVILLE
TURNING BASIN
LAKESTATE
STATE
RR.
INDEPENDENCE
BRIDGE
CENTRALMICHIGANRR.
LIBERTYBRIDGE
DIRT PILES
OPEN STORAGE
OPEN STORAGE
PARKING
RIP-RAP
RIP-RAP
RIP-RAP
C.S. 320+00
PROJECT DEPTH 22.0 FT.
M A
T
E E
T
N
,5
N
,0
N
,5
N
1,0
E 13,247,000
E 13,247,500
E 13,248,000
F L O W
GRID NORTH
TRUE NORTH
-19
’-0 .4
GRID SCALE FACTOR: 0.999980736
GRID DIST. DIVIDED BY GRID SCALE FACTOR = GROUND DIST.
TURBIN GPS
BAY CITY DPW
MIDLAND CONTRACTING
HAR…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .