Plans.pdf
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Pointe Mouillee Plans
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SHEET OF
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US Army Corps
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01THEIR 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
PHILLIP C. ROSS P.E., CHIEF, ENGINEERING & CONSTRUCTION OFFICE
NICK ZAGER P.E., CHIEF, GEOTECH & STRUCTURES BRANCH
WILLIAM D. MERTE P.E., CHIEF, COST & GENERAL ENGINEERING BRANCH
MICHAEL K. O'BRYAN P.E., CHIEF, ENGINEERING & TECHNICAL SERVICES
M-17
A
(FOR ALL SHEETS)
SWAMP AREA
CONTROL POINTS (G.P.S.)
CHANNEL CONTROL DATA POINT
TREE
WATER LINE
CHANNEL LIMITS
CENTERLINE / L
LEGEND:
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PROJECT LOCATION
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MONROE COUNTY, MI
CELL 4 IMPROVEMENTS
POINTE MOUILLEE CDF
MATERIAL DELIVERY
8. ON-SITE MATERIAL STOCKPILES, IF REQUIRED, SHALL BE COORDINATED WITH THE COR PRIOR TO
US SURVEY FOOT.
COORDINATE SYSTEM, LAMBERT PROJECTION SOUTH ZONE, NORTH AMERICAN DATUM 1983 (NAD 83)
7. THE GRID COORDINATE SYSTEM SHOWN IS REFERENCED TO THE MICHIGAN STATE PLANE
APPROX 960 LF OF STONE EMBANKMENT.
6. THE REQUIRED WORK CONSISTS OF, BUT IS NOT LIMITED TO, CONSTRUCTION OF A
L.W.D.
5. THE AUTHORIZED DEPTH FOR THE PT. MOUILLEE ACCESS CHANNEL IS 16.5 FT BELOW
4. ALL AZIMUTHS ARE REFERENCED TO NORTH
3. BENCH MARK INFORMATION WILL BE PROVIDED BY THE DETROIT AREA OFFICE.
AT RIMOUSKI, QUEBEC (I.G.L.D. 1985). SOUNDINGS ARE SHOWN AS THUS: -20.8
DATUM (L.W.D.) FOR LAKE ERIE, ELEVATION 569.2 FT. ABOVE MEAN WATER LEVEL
2. ALL SOUNDINGS DEPTHS AND ELEVATIONS ARE REFERENCED TO LOW WATER
AT THAT TIME.
ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING
RESULTS OF SURVEYS MADE APRIL 2010 BY GOURDIE FRASER AND CAN
1. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE
NOTES:
NICK ZAGER /S/
WILLIAM D. MERTE /S/
PHILLIP C. ROSS /S/
MICHAEL K. O'BRYAN /S/
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IDENTIFICATION
SHEET
D A
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A P
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SHEET OF
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US Army Corps
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STA 5+00
STA 6+00
STA 7+00
STA 8+00
STA 9+00
STA 10+00
S T
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FEDERAL NAVIGATION CHANNEL
POINTE MOUILLEE CDF CELL #4
POINTE MOUILLEE STATE GAME AREA
OVERALL SITE PLAN
POINTE MOUILLEE CDF CELL #4
O V
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A L L S
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REQ'D ALIGNMENT DATA
P M
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OPTION 1
OPTION 2
OPTION 3
60.00FT13445274.64188212.3410+00
40.00 FT13445279.03188264.04POE
100.00 FT13445283.11188311.989+00
100.00 FT13445291.58188411.628+00
100.00 FT13445300.04188511.267+00
215.36 FT13445308.51188610.906+00
E-252 FT123.65 FT13445326.75188825.49PT
M-252 FT156.62 FT13445340.02188981.55PI
S-252 FT104.37 FT13445205.96189062.53PC
0013445116.63189116.51POB
RADIUS: LENGTH: EASTING: NORTHING: DESCRIPTION:
STA 0+00.00, BASE CONTRACT
START OF CONSTRUCTION
BASE CONTRACT
LOCATION OF REQUIRED WORK
200'0 100'
SCALE:1"=100'
SEE NOTE 2.
STA 9+40, REQUIRED END SECTION,
END OF CONSTRUCTION
END OF OPTION 3 AS AN EXAMPLE.
2. BASE AND ALL OPTIONS INCLUDE END SECTION. IT IS SHOWN AT THE
1. HORIZONTAL CONTROL IS MICHIGAN STATE PLANE SOUTH ZONE, SURVEY FEET
NOTE:
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IDENTIFICATION
SHEET
D A
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A P
P R
SHEET OF
Detroit District of Engineers
US Army Corps
B
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E V
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W
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-2
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-2
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MINOR CONTOUR
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EXISTING CELL DIKE
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
Detroit District of Engineers
US Army Corps
B
C O
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W
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7+00 9+00 10+5010+255+50 5+75 6+00 8+006+25 6+50 6+75 7+25 7+50 7+75 8+25 8+50 8+75 9+25 9+50 9+75 10+00
-13-12 -11
-1
-9
-9
-8
-8
-8 -7
-7
-6
-6
-6
-5
-5
-5
-4
-4
-4
-4
-2
-2
-3
-3
-3 -3
-3
-3
-3
-2
-2
-2
-2
-2
-2
-2
-2
-2
-1
-1
-1
-1
-1
-1
-1
11 1
S T
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-10
-15
-20
V-103
SCALE: 1"=20'
EXISTING PLAN
NN
S T
A
T
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G P
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N P
R O
F
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E
5+50 10+50
S T
A
S T
A
S T
A
S T
A
S T
A
M A
T C
H L
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E V -1
S
T A
P M
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EXISTING GROUND SURFACE
MAJOR CONTOUR
MINOR CONTOUR
-1
EXISTING CELL BOTTOM
-1
-1
-1
-16
-16
-16
-16
-1
-1
-16
-16
-1
-1
-1
-15
-15
-1
-1
-1
-1
-1
-1
-15
-1
-1
-1
-1
-1
-1
-14
-14
-1
-1
-1
-1
-1
-13
-1
-12
-12
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-11
-1
-1
-1
-1
-1
-10
-1
-5
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
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-2
-2
-3
-3
-3
-3
-3
-3
-3
-3
-3
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-3 -3
-3
-3
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-2
-2
-2
-2
-2
-2
-2 -2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-1
-1
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M A
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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
Detroit District of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
N O
V
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A
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-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00
-5
-10
-15
END SECTION
CG101
FEDERAL NAVIGATION CHANNEL
POINTE MOUILLEE STATE GAME AREA
SCALE: 1"=200'
PROJECT START
SCALE: 1"=20'
TYPICAL SECTION
EXISTING SURFACE
M
IN
+13.5
+0 (4' BENCH)
+9.0 (4' BENCH)
+13.0
REQ'D CENTER DIKE
NN
OVERALL REQ'D CENTER DIKE SITE PLAN
S
IT
E P
L A
N O
V E
R A
L L R
E Q 'D C
E N
T E
R D
IK
E
12'-0"
MDOT 21 AA
REQ'D 6" GRAVEL TOP
P M
F Y
C G
.d g n
SCALE: 1"=20'
+9.0 (4' BENCH)
+13.5+13.0
ARMOR STONE
EXISTING SURFACE
+0 (4' BENCH)
REQ'D CENTER DIKE (PREPARED LIMESTONE)
PREPARED LIMESTONE
(BOTH SIDES)
ENTIRE SLOPE
REQ'D FILTER FABRIC REQ'D ARMOR STONE (BOTH SIDES)
6. CONSTRUCT SECTION FROM CENTER OUT TO PREVENT SOFT SEDIMENT FROM BEING TRAPPED BENEATH EMBANKMENT
5. SEE SPEC SECTION 35 31 19 FOR STONE SIZE REQUIREMENTS
4. CROSS SECTION SETTLEMENT INTO EXISTING SUBGRADE IS ESTIMATED TO BE TWO (2) FEET
3. REFER TO CG301 FOR PROPOSED CROSS SECTIONS
2. MINIMUM ARMOR STONE THICKNESS IS 40 INCHES (1.5 TIMES ESTIMATED D50 HEIGHT)
1. ALL SLOPES TYP 2H:1V
NOTE:
2. SEE SPEC SECTION 31 11 00 IF CLEARING & GRUBBING IS REQUIRED
HAVE BEEN AWARDED
1. SITE PLAN DEPICTS COMPLETED PROJECT ASSUMING ALL OPTIONS
-2
-2
-1
-1
-1
-1
-1
-1 -1
-1
-1
S
A AF
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Y
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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
Detroit District of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
N O
V
J
A N
B
C O
E S R
E V
IE
W B
A C
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R
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3.
3.0
3.0
3.0
3.0
3.0
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6.0
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6.
6.0
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6.0
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9.0
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9.0
9.
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9.0
9.0
9.0
9.0
9.0
9.0
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9.0
9.0 9.0
9.0
9.
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9.0
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9.0
9.0
9.0
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12.0
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12.0
12.0
12.0 12.0
12.0
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12.0
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-5
-10
-15
1+00
-20
3+00 5+000+00 0+25 0+50 0+75 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+25 5+50
NN
M A
T C
H L
IN
E C
G S
T A
.0
S T
A
S T
A
S T
A
.6
P T
S T
A
S T
A
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P I
STA
1+
.3
PC
STA
1+
STA
0+
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PO
B
CG102
06SCALE: 1"=20'
REQ'D CENTER DIKE PLAN
S T
A
T
O S
T A
R E
Q 'D C
E N
T E
R D
IK
E P
L A
N P
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F
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S T A
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REQ'D DIKE CREST
E
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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
Detroit District of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
N O
V
J
A N
B
C O
E S R
E V
IE
W B
A C
K C
H E
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IN
A L
A P
R
-13-12 -11
-1
-9
-9
-8
-8
-8 -7
-7
-6
-6
-6
-5
-5
-5
-4
-4
-4
-4
-2
-2
-3
-3
-3 -3
-3
-3
-3
-2
-2
-2
-2
-2
-2
-2
-2
-2
-1
-1
-1
-1
-1
-1
-1
11 1
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
-3.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
9.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
7+00 9+00 10+5010+255+50 5+75 6+00 8+006+25 6+50 6+75 7+25 7+50 7+75 8+25 8+50 8+75 9+25 9+50 9+75 10+00
S T
A
-5
-10
-15
-20
CG103
SCALE: 1"=40'
REQ'D CENTER DIKE PLAN
NN
S T
A
T
O S
T A
R E
Q 'D C
E N
T E
R D
IK
E P
L A
N P
R O
F
IL
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M A
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H L
IN
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G S
T A
S T
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S T
A
S T
A
S T
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S T
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5+50 10+50
P M
F Y
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.d g n
REQ'D DIKE CREST
EXISTING GROUND SURFACE
E
Y
Y
T
P S
C O
R
G
IN
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R S
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T R
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X
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B M
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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
Detroit District of Engineers
US Army Corps
B
C O
E S R
E V
IE
W
N O
V
J
A N
B
C O
E S R
E V
IE
W B
A C
K C
H E
C K
F
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B
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IE
W
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R
B
C O
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IE
W B
A C
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C E
R T
IF
IE
D F
IN
A L
A P
R
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00-25.00-50.00-75.00-100.00
-5
-10
-15
-5
-10
-15
0.00 25.00 50.00 75.00 100.00
-5
-10
-15
STA 1+00
STA 0+00 C/L EXISTING DIKE
STA 2+00
STA 3+00
STA 4+00
STA 5+00
STA 6+00
STA 7+00
STA 8+00
STA 9+00
END SECTION
CG301
SCALE: 1"=20'
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REQ'D CROSS SECTIONS
2. SEE TYPICAL SECTION ON CG101 FOR EMBANKMENT DETAILS.
1. CROSS SECTION SETTLEMENT INTO EXISTING SUBGRADE IS ESTIMATED TO BE APPROX 2 FEET
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STA 7+00
STA 8+00
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CONFINEMENT CELL
NO. 5
M-17
M I
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W A
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W E
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C H
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N E
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N 190,000
N 185,000
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SIGLER RD.
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READY RD.
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0 5025 75 100
LAKE HURON
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N
LOCATION MAP SCALE OF MILES
INTERNATIONAL
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STATE GAME AREA
POINTE MOUILLEE
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SCALE: 1"=200'
SITE VIEW
SCALE: 1"=1000'
GENERAL AREA VIEW
PROJECT
LOCATION
P M
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58036 SQ FEET
AREA OF BASE CONTRACT, APPROX
9777 SQ FEET
AREA OF OPTION 1, APPROX
9915 SQ FEET
AREA OF OPTION 2, APPROX
9955 SQ FEET
AREA OF OPTION 3, APPROX
3835 SQ FEET
AREA OF REQ'D END CAP APPROX
REQ'D END CAP
CONTRACT
REQ'D BASE
OPTION 1
OPTION 2
OPTION 3
CONFINEMENT CELL
NO. 4
NN
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