Drawings_-_W911XK17B0006_Portage_Lake.pdf
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%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
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GENERAL NOTES
GI001
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
LOCATION
PROJECT
SAGINAW
DETROIT
B O
UNDARYNATIO
NAL
IN
T E R
VICINITY MAP
PORTAGE LAKE
THEIR 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
NORTH & SOUTH BREAKWATER REPAIRS
PORTAGE LAKE HARBOR
ONEKAMA, MICHIGAN
N
SITE MAP
LAKE
PORTAGE
MICHIGAN
LAKE
MICHIGAN
LAKE
P K
F Y
C o v e rG
I1 .d g n
PROJECT AREAS
AREAS
PROJECT
V
IC
IN
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Y M
A P A
N D D
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W
IN
G I
N D
E X
G E
N E
R A
L P
L A
N L
O C
A T
IO
N M
A P
SQ. FT. WITHIN 40 FEET OF EXISTING STUCTURE.
1. CONSTRUCTION LOADING SHALL NOT EXCEED 175LB PER
THE NORTH SIDE OF THE HARBOR / CHANNEL.
2. NO ACCESS ROAD OR STORAGE AREA IS AVAILABLE ON
NICHOLAS J. ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH
PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
MARIE T. STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
3. SEE SHEET RR101 FOR DREDGE SPOILS PLACEMENT AREA.
OPTION 2: NORTH REVETMENT STA 5+00 TO 12+00
OPTION 1: NORTH REVETMENT STA 12+00 TO 15+20
REVETMENT STA 15+20 TO 18+20
4. BASE CONTRACT: SOUTH REVETMENT AND NORTH
ACCESS ROAD), DEMOBILIZATION WHEN COMPLETE.
OF DISTRUBED AREAS (INCLUDING LAY DOWN AND
REGRADE AREAS OF ACCUMULATED SAND, RESTORATION
CAP, FILL OF SINKHOLES BEHIND EXISTING REVETMENT,
CAP, PLACEMENT OF SPLASH STONE BEHIND CONCRETE
REVETMENT, PLACEMENT OF REINFORCED CONCRETE
IMPROVEMENT, CONSTRUCTION OF SHEETPILE
WAVE ATTENUATOR WITH STONE ACCESSWAY AND PIER
NEAR-SHORE AREA, CONSRUCTION OF RUBBLE-MOUND
CONSTRUCTION, PLACEMENT OF DREDGE SPOILS AT
EQUIPMENT ACCESS AND RUBBLE-MOUND
5. WORK CONSIST OF MOBILIZATION TO SITE, DREDGING FOR
/s/ Nicholas Zager
/s/ William Merte
/s/ Nicholas Zager for Phillip Ross
/s/ Adam Wagner for Marie Strum
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C/L 1 C/L 0
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
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S T
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-8
-9
-11
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-11
-10
-9
-8
-7
-6
-5
-4
-3
-5
-6 -7 -8
-9
-10
-13
-11
-12
-14
-13
-13
-12 -11
-10
-9
5.05.0
5.0
5.0
5.0
.0
.0
5.0
5.0 5.0 5.0
.0
5.0
10.0
10.0
10.0
10.0
10.0 10.0
10.0 10.0
15.0 H
P K
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C o n c e p tR
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RS401
SCALE: 1"=60'
A P
P R
O X
FEDERAL NAVIGATION CHANNEL
EXISTING CONCRETE REVETMENT
EXISTING RIP RAP
EXISTING GRAVEL DRIVE
EXISTING GRAVEL DRIVE
EXISTING CONCRETE REVETMENT
EXISTING RIP RAP
N
EXISTING CONCRETE CAP
EXISTING SSP
EXISTING RIPRAP & STONE FILL
EXISTING RIPRAP & STONE FILLEXISTING SSP
EXISTING CONCRETE CAP
APPROX 115'
RIPRAP & STONE FILL
EXISTING GROUTED
APPROX 75'
EXISTING GROUTED ARMOR STONE
EXISTING NAVIGATION TOWEREXISTING SINK HOLES (TYP)
50'-0" 333'-0"
SECTION E SECTION F SECTION G
1017'-0"
TOP OF EXISTING STRUCTURE +7.0 TOP OF EXISTING STRUCTURE +6.0
SECTION D - 737'-0"
S E
C T
IO
N H
TOP OF EXISTING STRUCTURE +6.0
TOP OF EXISTING STRUCTURE +7.0
OVERALL EXISTING SITE PLAN VIEW
O V
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A L L E
X
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T
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G S
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SECTION C 465'-0"
-10
15.0
HYDROGRAPHIC CONTOUR
TOPOGRAPHIC CONTOUR
LEGEND
PL-16-1
PL-16-4
PL-16-5
PL-8-96
PL-1-96
SOIL BORING LOCATION
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1 2 3 4 5 6 7 8 9 10
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M A
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26.4 26.3
26.3
26.1
26.1 26.0
25.7
25.6 25.6
25.6
25.5
25.5
25.5 25.4
25.4
25.4
25.3
25.3
25.3 25.3
25.3
25.3
25.2
25.2
25.2
25.1
25.1
25.1
25.1
25.1
25.1
25.0
25.0
25.0
25.0
25.0
24.9
24.9
24.8
24.8
24.8
24.8
24.8
24.8
24.8
24.7
24.7
24.7
24.7
24.7
24.6
24.6
24.6
24.6 24.6
24.6
24.6
24.6
24.6
24.5
24.5
24.5
24.5
24.5 24.4
24.4
24.4
24.4 24.4
24.4
24.4
24.4
24.3
24.3
24.3
24.3
24.3
24.3
24.3
24.2
24.2
24.2
24.2
24.2
24.2
24.2
24.2
24.2
24.2
24.1
24.1
24.1
24.1
24.1
24.1
24.1
24.1
24.1
24.0
24.0
24.0
24.0
24.0
24.0
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.8
23.8
23.8
23.8
23.8
23.7
23.7
23.7
23.7
23.7
23.7
23.7
23.7
23.6
23.6
23.6 23.6
23.6
23.6
23.6
23.6
23.5
23.5
23.5
23.5 23.5
23.5
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.4
23.3
23.3
23.3
23.3
23.3
23.3
23.2
23.2
23.2
23.2
23.2
23.2
23.2
23.2
23.2
23.1
23.1
23.1
23.1
23.1
23.1
23.1
23.1
23.0
23.0
23.0
23.0
23.0
23.0
23.0
23.0
23.0
23.0
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.8
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.7
22.6
22.6
22.6
22.6 22.6
22.6
22.6
22.6
22.6
22.6
22.6
22.6 22.6
22.6
22.6
22.6
22.6
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.3
22.3
22.3
22.3
22.3
22.3
22.3
22.3
22.3
22.3
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.2
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4 21.4
21.4
21.4 21.4
21.4
21.4
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2 21.2
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.0
21.0
10.5
21.0
21.0
21.0
20.9
20.9
20.9
20.9
20.9
20.9 20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8 20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6 20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.5
20.5
20.5
20.5
20.5
20.5 20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2 20.2
20.2
20.2
20.1
20.1 20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
9.9
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
9.8
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6 19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
9.7
19.5
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4 19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2 19.2
19.2
19.2
19.1
19.1
19.1
19.1
19.1
19.1 19.1
19.1
19.1
19.1
19.1
19.0 19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0 19.0
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
9.4
18.9
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8
18.8 18.8 18.7
18.7
18.7
18.7
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.5
18.5
18.5
18.5 18.5
18.5
18.5
18.5
18.5 18.4
18.4
18.4
18.4
18.4 18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.4
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.2
18.2
18.2
18.2
18.2
18.2
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.0
18.0
18.0
18.0
18.0
9.0
18.0
18.0
18.0
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.8
17.8
17.8
17.8
17.8
17.7
17.7
17.7
17.7
17.7
17.7
17.7
17.7 17.7
17.7
17.7
17.7
17.7
17.7
17.6
17.6 17.6
17.6
17.6
17.6
17.6
17.5
17.5 17.5
17.5
17.5
17.5
17.5
17.5
17.5 17.4
17.4
17.4
17.4
17.4 17.4
17.4
17.4
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.8
15.8
15.8
15.8
15.8
15.8
15.8
7.9
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.6
15.6
15.6
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.4
15.4
15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3 15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1 15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
7.3
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4 14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3 14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2 14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.1 14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1 14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0 14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8 13.8
13.8
13.8
13.8 13.8
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
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.5
13.5
13.5 13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1 13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0
13.0 13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8 12.8 12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.4 12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2 12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9 11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9
11.9 11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8 11.8
11.8 11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7 11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6 11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6 11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6 11.6
11.6
11.6
11.6
11.6
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
11.5
11.5
11.5
11.5
11.5
11.5
11.5 11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3 11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2 11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1 11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
11.0 11.0
11.0
11.0
11.0
11.0 11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0 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
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
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
10.8 10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7 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
10.6
10.6
10.6
10.6
10.6 10.6
10.6
10.6
10.6
10.6
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
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5 10.5
10.5
10.5
10.5
10.5
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
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4 10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
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
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3 10.3
10.3
10.3 10.3
10.3
10.3 10.3
10.3
10.3
10.3 10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
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
10.2
10.2
10.2
10.2
10.2 10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
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
10.1
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
10.1
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
10.1
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
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0 10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
9.9
9.9
9.99.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
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
9.8
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
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 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
9.7
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
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
9.6
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
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5 9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.59.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
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
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.49.4
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
9.3
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
9.2
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
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1 9.1
9.1
9.1
9.1
9.1
9.1
9.1
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
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
9.09.0
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
8.9
8.9
8.9
8.9
8.9
8.98.9 8.9
8.9
8.98.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
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
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.88.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7 8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7 8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6 8.6
8.6
8.6
8.6
8.6
8.6
8.6
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 8.5
8.5 8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.5
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
8.4
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
8.48.4
8.4
8.4
8.4
8.4 8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3 8.3
8.3
8.3 8.38.3
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
8.2
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
8.1
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
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0 8.0
8.0
8.0
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
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
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
7.4
7.4
7.4
7.4
7.4
7.4 7.4 7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
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
7.0
7.0
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9 6.9
6.9
6.9
6.9
6.8
6.8
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
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.0
6.0
6.0
6.0
6.0 6.0
6.0
6.0
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
5.6
5.6
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
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
4.9
4.9
4.9
4.9
4.9
4.9
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
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.24.2
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
3.9
3.9
3.9
3.8
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.73.7
3.7
3.7
3.6
3.6
3.6
3.5
3.5
3.5
3.4 3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.2
3.2
3.1
3.1
3.1 3.13.1
3.0
3.0
3.0
3.0
3.0
2.9
2.9
2.9 2.9
2.8 2.8
2.8
2.8
2.7
2.7
2.7
2.6
2.6
2.5
2.5
2.4
2.4
2.4
2.3
2.2
2.1 2.1
C B
P1
P2
MICHIGAN
ILLINOIS
INDIANA OHIO
LAKE SUPERIOR
GEORGIAN
BAY
LA
KE
ERI
CANADA
0 5025 75 100
LAKE HURON
MICHIGAN
LAKE
N
LOCATION MAP SCALE OF MILES
INTERNATIONAL
BOUNDARY
I N T E
RNATI
ONAL
MINNESOTA
SOO
KEWAUNEE
WISCONSIN
GRAND HAVEN
SAGINAW
DETROIT NDARY
B O
DULUTH
U
MICHIGAN
PORTAGE LAKE
LAKE MICHIGAN
CHARLIE 1
DON 1
HARRY 3
BAKER 2
CHARLIE
BEACH 2
A
C/L 1
H
C/L 0
B
C
D
E
F
G
L
C/L 1B
C/L 1A
CRESCENT BEACH ROAD
PORTAGE POINT ROAD
D-1
D
E-1
STANID SIGN
E
E
E
N 387000
E
E
E
N 385000
N 386000
E
N 387000
E
N 385000
N 386000
STATION
19,188,742.610
19,189,856.171
19,187,599.344
19,187,302.545
385,837.148
386,181.942
386,217.249
C/L 0
C/L 1
C/L 1A
C/L 1B
STATION
19,189,848.560
19,187,944.439
19,187,760.539
19,187,579.395
385,787.491
386,077.647
386,023.758
386,051.354
19,187,619.306
19,187,794.106
19,187,959.504
19,189,863.624
386,313.309
386,286.672
386,176.504
385,886.337
19,187,348.822 386,529.732
A
B
C
D
E
F
G
H
L
386,007.230
K
E-1
D-1
19,187,266.34 386,988.60
19,186,916.51 386,875.59
19,186,745.94 385,884.28
CHANNEL LIMITS SHOWN THUS:
12 FT. CONTOUR SHOWN THUS:
PROJECT DEPTH 18 FT.
MAINTENANCE DEPTH 12 FT.
VESSEL: LAUNCH 3058
SOFTWARE: HYPACK
EQUIPMENT: ODOM CV 300 SINGLE BEAM SOUNDER
MOTION COMPENSATION: APPLANIX OCEAN MASTER POS M/V
POSITIONING METHOD: APPLANIX POS M/V W/DGPS CORRECTIONS
SURVEYED ON: 23 JUNE 2017
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS
THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED
AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
GRID SYSTEM BASED ON LAMBERT PROJECTION, MICHIGAN
1983 NORTH AMERICAN DATUM, U.S. SURVEY FOOT.
STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE (2112)
ALL SOUNDINGS ARE REFERENCED TO I.G.L.D.1985 FOR
LAKE MICHIGAN, ELEVATION 577.5 FT. ABOVE MEAN
SEA LEVEL AT RIMOUSKI, QUEBEC. HYDRAULIC CORRECTOR
OF 0.3 FT APPLIED.
CROSS SECTION 3+00W IN PORTAGE LAKE, MI.
FIXED GAUGE MARK ALONG THE SHEET STEEL WALL NEAR
VERTICAL WATER LEVEL READINGS WERE TAKEN FROM A
PORTAGE LAKE
N
COORDINATES
EAST
X
NORTH
Y
CENTERLINE POINTS
COORDINATES
EAST
X
NORTH
Y
CHANNEL LINE POINTS
HARRY 2
DON
P K
F Y
C o n c e p tR
S .d g n
RS402
O V
E R
A L L E
X
IS
T
IN
G C
O N
D
IT
IO
N O
F C
H A
N N
L
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
O
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
Y
O N
E K
A M
A
M I
P O
R T
A G
E L
A K
E H
A R
B O
R
N Z
A G
E R
B
C O
E S R
E V
IE
W F
E B of Engineers
US Army Corps
B
C O
E S R
E V
IE
W J
U N
N O
R T
H S
O U
T H B
R E
A K
W A
T E
R R
E P
A
IR
S
J L
Y
F
IN
A L R
O U
T
IN
G
A J
IM
E N
E Z
B
K O
R Z
E T
Z
J
U L
Y
R E
A D
Y T
O A
D V
E R
T
IS
E J L
Y
0.00-25.00
585.00
580.00
575.00
570.00
565.00
560.00
555.00
550.00
545.00
540.00
E L E
V A
T
IO
N F
T
DISTANCE ALONG BASELINE
583 FT
543 ft END OF BORING
578 ft
UNIT WEIGHT (MOIST) = 125 PCF
MED DENSE SAND
UNIT WEIGHT (MOIST) = 130 PCF
DENSE SAND
WATER TABLE AT TIME OF DRILLINGLOW WATER DATUM (L.W.D.) = 577.5 FT
TTL ASSOCIATES, INC.
BORING PL-16-1
600.00
559 FT
556 FT
UNIT WEIGHT (MOIST) = 120 PCF
LOOSE SAND
582.4 FT
578.4 FT WATER TABLE AT TIME OF DRILLING
542.4 FT, END OF BORING
DISTANCE ALONG BASELINE
Q (SHRT TRM) C = 400 PCF
UNIT WEIGHT (SAT) = 130 PCF
UNIT WEIGHT (MOIST) = 110 PCF
SOFT COHESIVE SOIL
TTL ASSOCIATES, INC.
BORING PL-16-2
UNIT WEIGHT (MOIST) = 120 PCF
MED DENSE SAND
585.00
580.00
575.00
570.00
565.00
560.00
555.00
550.00
545.00
540.00
1200.00 1225.00
UNIT WEIGHT (MOIST) = 120 PCF
LOOSE SAND
580.3 FT
576.8 FT
552.8 FT
532.8 FT, END OF BORING
TOLTEST, INC.
BORING PL-1-96
DISTANCE ALONG BASELINE
E L E
V A
T
IO
N F
T
UNIT WEIGHT (SAT) = 131.6 PCF
MED DENSE SAND
Q (SHRT TRM) C = 500 PSF
UNIT WEIGHT (SAT) = 125.6 PCF
SOFT TO MEDUM STIFF CLAY AND SILT
557.8 FT
O = 30º
UNIT WEIGHT (MOIST) = 120 PCF
LOOSE SAND
BB501
"=1'4
SCALE:
NORTH REVETMENT SOIL PROFILE
N O
R T
H R
E V
E T
M E
N T S
O
IL
P
R O
F
IL
E
Loose Sand
Med Dense Sand
Dense Sand soft Cohesive Soil
P K
F Y
B B .d g n
Med Stiff clay
NOTES:
CORPS, DETROIT DISTRICT, UPON REQUEST.
BORING LOGS ARE AVIALABLE FROM THE ARMY
VERSION OF ACTUAL BORING LOGS. ORIGINAL
2. BORING LOGS SHOWN ARE A SIMPLIFIED
RS401
1. FOR SOIL BORING LOCATIONS, SEE SHEET
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
O
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
Y
O N
E K
A M
A
M I
P O
R T
A G
E L
A K
E H
A R
B O
R
N Z
A G
E R
B
C O
E S R
E V
IE
W F
E B of Engineers
US Army Corps
B
C O
E S R
E V
IE
W J
U N
N O
R T
H S
O U
T H B
R E
A K
W A
T E
R R
E P
A
IR
S
J L
Y
F
IN
A L R
O U
T
IN
G
A J
IM
E N
E Z
B
K O
R Z
E T
Z
J
U L
Y
R E
A D
Y T
O A
D V
E R
T
IS
E J L
Y
0.00-25.00
585.00
580.00
575.00
570.00
565.00
560.00
555.00
550.00
545.00
540.00
E L E
V A
T
IO
N F
T
DISTANCE ALONG BASELINE
UNIT WEIGHT (MOIST) = 130 PCF
DENSE SAND
WATER TABLE AT TIME OF DRILLING
LOW WATER DATUM (L.W.D.) = 577.5 FT
590.00 589.9 FT
544.9 ft END OF BORING
551.4 FT
576.8 FT
UNIT WEIGHT (MOIST) = 125 PCF
MED DENSE SAND
TTL ASSOCIATES, INC.
BORING PL-16-4
500.00
UNIT WEIGHT (MOIST) = 125 PCF
MED DENSE SAND
585.6 FT
576.8 FT WATER TABLE AT TIME OF DRILLING
545.6 FT, END OF BORING
DISTANCE ALONG BASELINE
572.1 FT
574.6 FT
UNIT WEIGHT (MOIST) = 120 PCF
MED DENSE SAND
Q (SHRT TRM) C = 400 PCF
UNIT WEIGHT (MOIST) = 110 PCF
SOFT COHESIVE SOIL
TTL ASSOCIATES, INC.
BORING PL-16-5
585.00
580.00
575.00
570.00
565.00
560.00
555.00
550.00
545.00
540.00
1000.00 1025.00
580.3 FT1996
TOLTEST, INC.
BORING PL-8-96
DISTANCE ALONG BASELINE
E L E
V A
T
IO
N F
T
506.3 FT, END OF BORING
558.8 FT
563.8 FT
O=31%
UNIT WEIGHT (MOIST) = 120 PCF
LOOSE SAND
Q (SHRT TRM) C = 500 PSF
UNIT WEIGHT (SAT) = 110 PCF
SOFT CLAY
O = 34.5
UNIT WEIGHT (SAT) = 132.6 PCF
MEDIUM DENSE SAND
BB502
"=1'4
SCALE:
SOUTH REVETMENT SOIL PROFILE
S O
U T
H R
E V
E T
M E
N T S
O
IL
P
R O
F
IL
E
Loose Sand
Med Dense Sand
Dense Sand soft Cohesive Soil
P K
F Y
B B .d g n
NOTES:
CORPS, DETROIT DISTRICT, UPON REQUEST.
BORING LOGS ARE AVIALABLE FROM THE ARMY
VERSION OF ACTUAL BORING LOGS. ORIGINAL
2. BORING LOGS SHOWN ARE A SIMPLIFIED
RS401
1. FOR SOIL BORING LOCATIONS, SEE SHEET
Med Stiff clay
L
IC
IT
A T
IO
N N
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D E
S
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SHEET ID
S
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R S
D E
T R
T R
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In c r e a s e
P r o f it .S u b m it
V
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P 'S
V a g in e e r
W
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-B -0
A N
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P H
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L
IP
R
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O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
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O N
E K
A M
A
M I
P O
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A G
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A K
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A R
B O
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A G
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B
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E S R
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W F
E B of Engineers
US Army Corps
B
C O
E S R
E V
IE
W J
U N
N O
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H S
O U
T H B
R E
A K
W A
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R R
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A
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S
J L
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F
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A L R
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IN
G
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B
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A D
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C/L 1 C/L 0
A
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C/L 0
C/L 1
A
H
P K
F Y
C o n c e p tC
O .d g n
CO101
SCALE: 1"=60'
FEDERAL NAVIGATION CHANNEL
EXISTING RIP RAP
N
EXISTING SSP
S-301
A1
S-302
D1
S -3
D
EXISTING SSP
EXISTING NAVIGATION TOWER
EXISTING SINK HOLES (TYP.)
REQUIRED SSP WALL
OPTION 2 SPLASH STONE
O V
E R
A L L R
E Q
U
IR
E D S
IT
E P
L A
N V
IE
W
A1
S-302
OPTION 2 SSP WALL
850-0"383'-0" SSP W/ 5' CONCRETE WALK
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
DRIVE
GRAVEL
EXISTING
S T
A
FILL SINK HOLES (REQUIRED)
SIDECAST DREDGE SAND TO
REVETMENT
EXISTING CONCRETE
EXISTING GRAVEL DRIVE
NOT REQUIRED IN THIS AREA
APPROX 115' SPLASH STONE
RIPRAP & STONE FILL
EXISTING GROUTED
TOP ELEV. +7 LWD
EXISTING CONCRETE CAP
TOP ELEV. +7 LWD
EXISTING CONCRETE CAP
REQUIRED
SECTION E & F
RUBBLEMOUND WAVE ATTENUATOR
SECTION G
SECTION G
EXISTING RUBBLEMOUND
160'-0"
SECTION C SECTION D
OPTION 2 - 465'-0"
TOP ELEV. +7 LWD
EXISTING CONCRETE CAP
TOP ELEV. +7 LWD
EXISTING CONCRETE REVETMENT
OPTION 1 - 300'-0" REQUIRED - 184'-0"
51'-0"
REQUIRED SSP W/ 5' CONCRETE WALK 1204'-0"
TOP ELEV. +6 LWD
EXISTING CONCRETE REVETMENT
SECTION D
S E
C T
IO
N H
R U
B B
L E
M O
U N
D
R E
Q U
IR
E D
OPTION 2 - 235'-0"
SECTION D
EXISTING FENCE
PILE TO EXISITNG COLD FORMED INTERLOCK
IF OPTION 2 IS AWARDED, CONNECT SHEET
WALL WITH DETAIL 5, SHEET CO501
IF OPTION 2 IS NOT AWARDED, TERMINATE
WALL WITH DETAIL 5, SHEET CO501
IF OPTION 1 IS NOT AWARDED, TERMINATE
REQ'D SSP WALL
OPTION 1 SSP WALL
OPTION 1 CONCRETE CAP
REQ'D CONCRETE CAP
REQUIRED SPLASH STONE
CAP
REQUIRED CONCRETE
OVERALL REQUIRED, OPTION 1, AND OPTION 2 SITE PLAN VIEW
OPTION 1 SPLASH STONE
REQ'D SPLASH STONE
STA 12+00 STA 15+20
TOP OF EX. WALL +7.0 LWD TOP OF EX. WALL +6.0 LWD
TOP OF EX. WALL +7.0 LWD TOP OF EX. WALL +6.0 LWD
SEE ELEVATION A1 ON SHEET S303 FOR TRANSITION DETAIL
SEE SHEET CO303
REQUIRED COVER STONE FILL,
TRANSITION DETAIL
SEE ELEVATION A1 ON SHEET S303 FOR
S-301
E1
DUNE AND TREES (STA 8+20 TO 10+20)
DO NOT DISTURB ADJACENT SAND
LIMIT. (STA 6+20 TO 7+70)
STRUCTURE AND SLOPE GRADE TO CONSTRUCTION
OPTION 2 REMOVE ACCUMULATED SAND FROM EXISTING
CONCRETE CAP
OPTION 2
REQUIRED RUBBLEMOUND
LEGEND
WAVE ATTENUATOR
RUBBLEMOUND
REQUIRED
REQUIRED SPLASH STONE
REQUIRED FITTED ROCK WALKWAY
ROCK ACCESS WAY
REQUIRED FITTED
L
IC
IT
A T
IO
N N
O
D E
S
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N E
D B
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S
IZ
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S U
B M
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D B
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C O
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R A
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O
C H
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D B
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D R
A W
N B
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IS
S
U E D
A T
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SHEET ID
S
A AF
E
Y
Y
T
P S
C O
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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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
O
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
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D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
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O N
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A M
A
M I
P O
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A G
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A K
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A R
B O
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W F
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US Army Corps
B
C O
E S R
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W J
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N O
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T H B
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A K
W A
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R R
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A
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S
J L
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F
IN
A L R
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T
IN
G
A J
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B
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J
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A D
Y T
O A
D V
E R
T
IS
E J L
Y 70.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
25.0025.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
25.0025.00
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
25.0025.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
25.0025.00
P K
F Y
C o n c e p tC
O .d g n
CO301
STA 5+00
STA 6+00
STA 7+00
STA 8+00
STA 9+00
STA 10+00
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
REQUIRED SSP WALL
REQUIRED SSP WALL
NOTE: EXISTING TOP OF NORTH SIDE SSP ELEVATION = +7' LWD FROM STA. 5+00 TO 11+00
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
REQUIRED WAVE ATTENUATOR
REQUIRED WAVE ATTENUATOR
REQUIRED WAVE ATTENUATOR
REQUIRED WAVE ATTENUATOR
S T
A T
O S
T A
O V
E R
A L L S
IT
E C
R O
S S S
E C
T
IO
N S
REQUIREDOPTION 2
PROJECT LIMITS, SEE SHEET RR102
LIMIT. (STA 6+20 TO 7+70)
STRUCTURE AND SLOPE GRADE TO CONSTRUCTION
OPTION 2 REMOVE ACCUMULATED SAND FROM EXISTING
8+20 TO 10+20)
DO NOT DISTURB ADJACENT SAND DUNE AND TREES (STA
8+20 TO 10+20)
DO NOT DISTURB ADJACENT SAND DUNE AND TREES (STA
8+20 TO 10+20)
DO NOT DISTURB ADJACENT SAND DUNE AND TREES (STA
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
REQUIRED FITTED ROCK ACCESS WAY
REQUIRED FITTED ROCK ACCESS WAY
REQUIRED FITTED ROCK ACCESS WAY
REQUIRED FITTED ROCK ACCESS WAY
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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S
IZ
E
S U
B M
IT
T E
D B
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C O
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O
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K E
D B
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D R
A W
N B
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S
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A T
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SHEET ID
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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
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O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
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O N
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A M
A
M I
P O
R T
A G
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A K
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A R
B O
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A G
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B
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E V
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W F
E B of Engineers
US Army Corps
B
C O
E S R
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T H B
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A K
W A
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A
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J L
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F
IN
A L R
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IN
G
A J
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B
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J
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A D
Y T
O A
D V
E R
T
IS
E J L
Y 70.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
-25.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
-25.00
NORTH SIDE SOUTH SIDE
25.0025.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
25.0025.00
NORTH SIDE SOUTH SIDE
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
NORTH SIDE SOUTH SIDE
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
-5.00
-10.00
-15.00
-20.00
25.0025.00
NORTH SIDE SOUTH SIDE
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
20.00
25.00
-5.00
-10.00
-15.00
-20.00
15+25.0000
SOUTH SIDENORTH SIDE
0.00
5.00
10.00
15.00
-5.00
-10.00
-15.00
-20.00
-25.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
-5.00
-10.00
-15.00
-20.00
-25.00
20.00
25.00
20.00
25.00
SOUTH SIDENORTH SIDE
P K
F Y
C o n c e p tC
O .d g n
CO302STA 16+00
STA 11+00
STA 12+00
STA 13+00
STA 14+00
STA 15+00
REQUIRED SPLASH STONE
REQUIRED SSP WALL
REQUIRED STONE FILL
OPTION 1 SPLASH STONE
OPTION 1 SSP WALL
OPTION 1 SPLASH STONE
OPTION 1 SSP WALL
OPTION 1 STONE FILL
OPTION 1 SPLASH STONE
OPTION 1 SSP WALL
OPTION 1 STONE FILL
OPTION 2 SSP WALL
OPTION 2 STONE FILL
OPTION 2 SPLASH STONE
OPTION 2 SSP WALL
OPTION 2 STONE FILL
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
EXISTING CONC. MONOLITH (TYP.)
EXISTING WOOD PILES (TYP.)
EXISTING CHANNEL BOTTOM
NOTE: EXISTING TOP OF NORTH SIDE SSP ELEVATION = +6' LWD FROM STA. 12+00 TO 17+00
NOTE: EXISTING TOP OF NORTH SIDE SSP ELEVATION = +7' LWD FROM STA. 5+00 TO 11+00
FROM DREDGE SPOILS
OPTION 2 FILL USE CLEAN SAND
FROM DREDGE SPOILS
OPTION 2 FILL USE CLEAN SAND
FROM DREDGE SPOILS
OPTION 1 FILL USE CLEAN SAND
FROM DREDGE SPOILS
OPTION 1 FILL USE CLEAN SAND
FROM DREDGE SPOILS
OPTION 1 FILL USE CLEAN SAND
FROM DREDGE SPOILS
REQUIRED FILL USE CLEAN SAND
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
OPTION 2 SPLASH STONE
OPTION 1 STONE FILL
REQUIRED SSP WALL
REQUIRED SSP WALL
REQUIRED CONCRETE WALKWAY
REQUIRED SSP WALL
REQUIRED SSP WALL
REQUIRED SSP WALL
REQUIRED SSP WALL
S T
A T
O S
T A
O V
E R
A L L S
IT
E C
R O
S S S
E C
T
IO
N S
OPTION 2
OPTION 1
STA 12+00
OPTION 1
REQUIRED
STA 15+20
REQUIRED
OPTION 2 CONCRETE ACCESS WAY
OPTION 2 CONCRETE ACCESS WAY
OPTION 1 CONCRETE ACCESS WAY
OPTION 1 CONCRETE ACCESS WAY
OPTION 1 CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
REQUIRED CONCRETE ACCESS WAY
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
O
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
Y
O N
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A M
A
M I
P O
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A G
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A K
E H
A R
B O
R
N Z
A G
E R
B
C O
E S R
E V
IE
W F
E B of Engineers
US Army Corps
B
C O
E S R
E V
IE
W J
U N
N O
R T
H S
O U
T H B
R E
A K
W A
T E
R R
E P
A
IR
S
J L
Y
F
IN
A L R
O U
T
IN
G
A J
IM
E N
E Z
B
K O
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E T
Z
J
U L
Y
R E
A D
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O A
D V
E R
T
IS
E J L
Y
0.00
5.00
10.00
15.00
-5.00
-10.00
-15.00
-20.00
-25.00
STA0.00 STA25.00 STA50.00 STA75.00 STA100.00 STA125.00 STA150.00 STA175.00 STA200.00 STA225.00 STA250.00STA-25.00STA-50.00STA-75.00STA-100.00STA-125.00STA-150.00STA-175.00STA-200.00STA-225.00STA-250.00
0.00
5.00
10.00
15.00
-5.00
-10.00
-15.00
-20.00
-25.00
25.0025.00
20.00 20.00
SOUTH SIDENORTH SIDE
P K
F Y
C o n c e p tC
O .d g n
CO303
STA 17+00
EXISTING CONC. MONOLITH (TYP.)
EXISTING CHANNEL BOTTOM
REQUIRED SSP WALL
REQUIRED SPLASH STONE
REQUIRED STONE FILL
EXISTING WOOD PILES (TYP.)
CL
100 FT. WIDE
FEDERAL NAVIGATION CHANNEL
S T
A
O V
E R
A L L S
IT
E C
R O
S S S
E C
T
IO
N S
REQUIRED
TIMBER PILE AS DIRECTED BY THE COR.
SLOPE TERMINATING AT EXISTING LANDWARD
PLACE COVER/ARMOR STONE TO PROVIDE 2H:1V
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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S
IZ
E
S U
B M
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D B
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C O
N T
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C T N
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D B
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D R
A W
N B
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IS
S
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A T
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SHEET ID
S
A AF
E
Y
Y
T
P S
C O
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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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
O
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
Y
O N
E K
A M
A
M I
P O
R T
A G
E L
A K
E H
A R
B O
R
N Z
A G
E R
B
C O
E S R
E V
IE
W F
E B of Engineers
US Army Corps
B
C O
E S R
E V
IE
W J
U N
N O
R T
H S
O U
T H B
R E
A K
W A
T E
R R
E P
A
IR
S
J L
Y
F
IN
A L R
O U
T
IN
G
A J
IM
E N
E Z
B
K O
R Z
E T
Z
J
U L
Y
R E
A D
Y T
O A
D V
E R
T
IS
E J L
Y
GENERAL NOTES
P K
F Y
C o n c e p tS -3
.d g n
2'-0"1'-0"
RIPRAP OR STONE FILL
EXISTING GROUTED ARMOR STONE,
EXISTING TIMBER PILE (TYP)
+7.0'
E1
CO101
"=1'4
SCALE:
S-301
PILE (TYP)
EXISTING TIMBER
(TYP)
EXISTING TIEROD
MONOLITH
EXISTING CONC
OPTION 2 SPLASH STONE
5'-0"
OPTION 2 STONE FILL
-29.5
SSP C
L
0.0 L.W.D. = 577.5
-10.0 (SEE NOTE 2)
TO SUPPORT SLAB
CONC AS NECESSARY
REMOVE APPROX. 6" OF
EXISTING CONC MONOLITH
BOND BREAKER
REINFORCED CONCRETE CAP WITH
OPTION 2 6" THICK 5' WIDE
SHEET PILE
ANGLE CONTINOUS, BOLTED TO
OPTION 2 8x8x1/2 50ksi STEEL
3'-0"
OPTION 2 SECTION C
EXISTING TIMBER WALER
A1
CO101
"=1'4
SCALE:
STONE, RIPRAP OR STONE FILL
EXISTING GROUTED ARMOR
0.0 L.W.D. = 577.5
-10.0 (SEE NOTE 2)
TO SUPPORT SLAB
CONC AS NECESSARY
REMOVE APPROX. 6" OF
EXISTING CONC MONOLITH
EXISTING TIMBER WALER
EXISTING TIMBER PILE (TYP)
-29.5
STA. 5+00 TO STA. 10+10
EXISTING SSP WALL IS 6 FEET LWD.
ELEVATION OF THE TOP OF THE
FROM STA. 12+00 TO 17+00 THE
EXISTING SSP WALL IS 7 FEET LWD.
ELEVATION OF THE TOP OF THE
NOTE: FROM STA. 5+00 TO STA. 12+00 THE
+ 6.0' OR 7.0' SEE NOTE
VARIES 13' TO 20'
5'-0"VARIES 13' TO 20'
SSP C
L
3'-0"
TO -9.0 FEET LWD SEE CONDITION SURVEY SHEET RS402.
2. LAKE BOTTOM ELEVATION VARIES BETWEEN APPROX +2.0 FEET
CANADA
ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI, QUEBEC,
1. ELEVATIONS SHOWN REFER TO LOW WATER DATUM (577.5 FEET
SECTION D
OPTION 2 SSP, SEE SPECIFICATION SECTION 31 41 16
REQUIRED STA. 15+20 TO 18+20
OPTION 1 STA. 12+00 TO STA. 15+20
*OPTION 2 STA. 10+10 TO STA. 12+00
BREAKER
CONCRETE CAP WITH BOND
*6" THICK 5' WIDE REINFORCED
PILE
CONTINOUS, BOLTED TO SHEET
*8x8x1/2 50ksi STEEL ANGLE
*STONE FILL
*SSP, SEE SPECIFICATION SECTION 31 41 16
SPOILS
FROM DREDGING
*PLACE SAND FILL
*SPLASH STONE
R E
Q U
IR
E D T
Y P
IC
A L S
E C
T
IO
N S
EXISTING WAKEFIELD SHEETING
EXISTING WAKEFIELD SHEETING
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
O
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
Y
O N
E K
A M
A
M I
P O
R T
A G
E L
A K
E H
A R
B O
R
N Z
A G
E R
B
C O
E S R
E V
IE
W F
E B of Engineers
US Army Corps
B
C O
E S R
E V
IE
W J
U N
N O
R T
H S
O U
T H B
R E
A K
W A
T E
R R
E P
A
IR
S
J L
Y
F
IN
A L R
O U
T
IN
G
A J
IM
E N
E Z
B
K O
R Z
E T
Z
J
U L
Y
R E
A D
Y T
O A
D V
E R
T
IS
E J L
Y
P K
F Y
C o n c e p tS -3
.d g n
2'-0"1'-0"
EXISTING TIMBER PILE (TYP)
+7.0'
D1
CO101
"=1'4
SCALE:
S-302
PILE (TYP)
EXISTING TIMBER
ROD (TYP)
EXISTING TIE
7'-0"
0.0 L.W.D. = 577.5
37'-7"
REQUIRED SECTION E & F
2.5-5 TON
REQUIRED COVER STONE
OR STONE FILL
EXISTING RIPRAP
300-700 LB
STONE
UNDERLAYER
REQUIRED
RELOCATED
MONOLITH
CONCRETE
EXISTING
EXISTING WAKEFIELD SHEETING
A1
CO101
"=1'4
SCALE:
(TYP)
EXISTING TIEROD
EXISTING RIPRAP & STONEFILL
PILE (TYP)
EXISTING TIMBER
REQUIRED STONE FILL
EXISTING WAKEFIELD SHETING
EXISTING TIMBER PILE (TYP)
-29.5
SSP C
L
0.0 L.W.D. = 577.5
-10.0 (SEE NOTE 2)
REQUIRED SSP, MIN. SECTION MODULUS 23.5 IN
TO SUPPORT SLAB
CONC AS NECESSARY
REMOVE APPROX. 6" OF
EXISTING CONC MONOLITH
BOND BREAKER
REINFORCED CONCRETE CAP WITH
REQUIRED 6" THICK 5' WIDE
SHEET PILE
ANGLE CONTINOUS, BOLTED TO
REQUIRED 8x8x1/2 50ksi STEEL
STA. 4+40 TO STA. 8+23
EXISTING SSP WALL IS 6 FEET LWD.
ELEVATION OF THE TOP OF THE
FROM STA. 12+00 TO 17+75 THE
EXISTING SSP WALL IS 7 FEET LWD.
ELEVATION OF THE TOP OF THE
NOTE: FROM STA. 5+00 TO STA. 12+00 THE
5'-0"VARIES 13' TO 20'
3'-0"
EXISTING TIMBER WALER
REQUIRED SECTION G STA. 8+23 TO 16+73
GENERAL NOTES
STONE TO REMAIN
EXISTING SCOUR
REMAIN
MONOLITH TO
EXISTING CONC
31 05 19
SPECIFICATION SECTION
FABRIC SEE
REQUIRED GEOTEXTILE
-10.0 (SEE NOTE 2)
+7.0 , +6.5 SEE NOTE
REQ'D SPLASH STONE
TO BE TRIMMED FLUSH.
3'-6" LENGTHS. ALL REBAR
MONOLITH CUT TO MIN.
EXISTING CONCRETE
MIN. LAYER THICKNESS
STONE 1 LB TO 50 LB 2'
REQUIRED MATTRESS
WAY (SEE NOTE 3).
MAINTENANCE AND ACCESS
REQUIRED ROCK
31 05 19
SPECIFICATION SECTION
FABRIC SEE
REQUIRED GEOTEXTILE
MIN. LAYER THICKNESS
STONE 1 LB TO 50 LB 1'-6"
REQUIRED MATTRESS
R E
Q U
IR
E D T
Y P
IC
A L S
E C
T
IO
N S
(SEE NOTE 4)
REUSED AS TOE STONE,
TO BE REMOVED AND
EXISTING CONC MONOLITH
CONSTRUCTION.
ENSURE STABILITY OF THE EXISTING REVETMENT DURING
AND PLACEMENT OF RUBBLE-MOUND WAVE ATTENUATOR TO
DEMOLITION OF THE EXISTING CONCRETE CAP & TIMBER PILES
AS A PRE-CONSTRUCTION SUBMITTAL FOR APPROVAL REGARDING
4. CONTRACTOR SHALL SUBMIT A SEQUENCING PLAN TO THE COR
DIRECTED BY THE COR.
ADJACENT STONES, MAX. 6" GAP BETWEEN STONES, OR AS
STONE. TOP SURFACE OF STONES TO BE +/- 2" FROM MATCHING
3. ACCESS WAY COMPOSED OF 2.5 TO 5 TON COVER/ARMOR
TO -9.0 FEET LWD SEE CONDITION SURVEY SHEET RS402.
2. LAKE BOTTOM ELEVATION VARIES BETWEEN APPROX +2.0 FEET
CANADA
ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI, QUEBEC,
1. ELEVATIONS SHOWN REFER TO LOW WATER DATUM (577.5 FEET
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
O
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
T R
O
IT
D
IS
T R
IC
T
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
M A
N
IS
T E
E C
O U
N T
Y
O N
E K
A M
A
M I
P O
R T
A G
E L
A K
E H
A R
B O
R
N Z
A G
E R
B
C O
E S R
E V
IE
W F
E B of Engineers
US Army Corps
B
C O
E S R
E V
IE
W J
U N
N O
R T
H S
O U
T H B
R E
A K
W A
T E
R R
E P
A
IR
S
J L
Y
F
IN
A L R
O U
T
IN
G
A J
IM
E N
E Z
B
K O
R Z
E T
Z
J
U L
Y
R E
A D
Y T
O A
D V
E R
T
IS
E J L
Y
P K
F Y
C o n c e p tS -3
.d g n
RIPRAP OR STONE FILL
EXISTING GROUTED ARMOR STONE,
EXISTING WAKEFIELD SHETING
EXISTING TIMBER PILE (TYP)
+7.0'
D1 "=1'4
SCALE:
S-303
PILE (TYP)
EXISTING TIMBER
300-700 LB
REQUIRED UNDERLAYER STONE
ROD (TYP)
EXISTING TIE
9'-6"
7'-0"
-10.0 (SEE NOTE 2)
REQUIRED SECTION H
2.5-5 TON
REQUIRED COVER STONE
SEPARATOR FABRIC
REQUIRED GEOTEXTILE
A1 "=1'4
SCALE:
CO101
+7.0'
-10.0'
REQUIRED Z TYPE SSP
INTO SCOUR STONE
RUBBLEMOUND STONE
BLEND REQUIRED
REQUIRED RUBBLEMOUND
(DEPTH VARIES)
EXISTING CHANNEL BOTTOM
2H:1V
NEAT LINE
RUBBLEMOUND
REQUIRED
REQUIRED TRANSITION ELEVATION
TO -9.0 FEET LWD SEE CONDITION SURVEY SHEET RS402.
2. LAKE BOTTOM ELEVATION VARIES BETWEEN APPROX +2.0 FEET
CANADA
ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI, QUEBEC,
1. ELEVATIONS SHOWN REFER TO LOW WATER DATUM (577.5 FEET
GENERAL NOTES
STONE TO REMAIN
EXISTING SCOUR
STONE
ENCAPSULATE IN
REMAIN)
MONOLITH (TO
CONCRETE
EXISTING
WALER
EXISTING TIMBER
CO101
0.0' L.W.D. = 577.5'
0.0' L.W.D. = 577.5'
TERMINATION, SEE SHEET CO501
TERMINATE SHEET PILE WITH SPECIAL PILE
R E
Q U
IR
E D T
Y P
IC
A L S
E C
T
IO
N S
2' MIN LAYER THICKNESS
1 LB TO 50 LB
REQUIRED MATTRESS STONE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
S
IZ
E
S U
B M
IT
T E
D B
Y
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
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
W
X K -1
-B -0
A N
S
O P
T
IO
N
100%BCOES
P H
IL
L
IP
R
O
O P
X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
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W F
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US Army Corps
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D e ta il s C
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CO501
R E
Q U
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E D D
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A
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S
#4 BARS @ 18" O.C., TOP & BOTTOM
SHEET PILE FILL, M.D.O.T. 4AA AGGREGATE
EXISTING CONCRETE CAP
M.D.O.T. 21AA AGGREGATE
LONG TO SUPPORT CONCRETE IN PAN
OUTSIDE PAN OR TIE TWO #6 BARS 18"
EXTEND TWO BOTTOM BARS INTO EACH
#5 BARS @ 12" O.C.
5'
2" 3"
1/8" PER FOOT
CO301
TYPICAL CONCRETE CAP DETAIL
CO501 SCALE: 1"=1'-0"
CO501 SCALE: 1-1/2"=1'-0"
1/2"
3"
TOP OF REQUIRED CAP
3" CLEAR (TYP.)
1/2"
1"
CO501
TYPICAL REQUIRED SHELF ANGLE DETAIL
SCALE: 1"=1'-0"
18" LONG TO SUPPORT CONCRETE IN PAN
OUTSIDE SSP PAN OR TIE TWO #6 BARS
EXTEND TWO BOTTOM BARS INTO EACH
CONCRETE CAP
REQUIRED REINFORCED
SHELF ANGLE A36 STEEL
REQUIRED L8x8x1/2
4 1/2"
2"
A1
CO101 "=1'4
SCALE:
NOTE:
ELEV. +7 LWD
INCREASE SLUMP UP TO 6"
RANGE PLASTICIZER MAY BE ADDED TO
6AA AGGREGATE AIR ENTRAINED MID
M.D.O.T. GRADE D 4500 P.S.I. CONCRETE
C L SSP
NOTE: PLACE AT EXISTING MONOLITH JOINTS
CAP
TO PLACEMENT OF CONCRETE
INSTALL BOND BREAKER PRIOR
SCALE: 1"=1'-0"
5+00 TO 17+00 = 7' LWD
SOUTH SIDE TOP OF SSP
12+00 TO 17+00 = 6' LWD
5+00 TO 12+00 = 7' LWD
NORTH SIDE TOP OF SSP:
200 FEET ALONG SSP WALL
LADDERS TO BE PLACED EVERY
CO101 SCALE: 1"=1'-0"
SPECIAL PILE TERMINATION
EXISTING CONCRETE CAP
L
NORTH SIDE
INTERLOCK
ADDITIONAL WELDED
Z CORNER W/
C SSP
LESS THAN 4"
NOTES:
CONCRETE CAP. SEE NOTE 1.
AS REQUIRED FOR INSTALLATION OF
HORIZONTAL SAWCUT EXISTING CONCRETE
SSP
TYPICAL EXPANSION JOINT DETAIL TYPICAL CONTROL JOINT DETAIL
TYPICAL LADDER ELEVATION
(TYP)
1 1/2" DIA STEEL LADDER RUNG
SEALANT (ON LEVEL SURFACE)
HOT-POURED OR COLD APPLIED RUBBER
FROM TOP OF CONCRETE)
HOT-POURED OR COLD APPLIED
SPACING ONE END GREASED
1/2" DIA. x 1'-6" LONG BAR @ 1'-0"
JOINT FILLER
1/2" PREMOLDED EXPANSION
SHELF ANGLE
NOTE: PLACE NO MORE THAN 50 FEET APART
EQUAL TO SSP
TIP ELEVATION
INTERLOCK
WELDED
PIPE PILE W/
ASTM A 572, GR 50
O.C.(TYP.)
SPACED @ 5'-0" MAX.
F3125, GRADE A325 BOLT
REQUIRED (1) 3/4" DIA. ASTM
APPROVAL BY THE COR.
SUBMITTAL AND
FILLED. REQUIRED
GROUT VOID TO BE
BAR GRAB RAIL (TYP.)
REQUIRED 1 1/2" DIA.
2'-5 1/2"
REQUIRED SSP WALL
SAFETY ORANGE TO LWD
COATS OF INTERNATIONAL
GRAB BAR AND RUNGS 2
PAINT SSP LADDER WELL,
A6
CO501
SCALE: 1"=1'
A9
CO501
SCALE: 1"=1'
DETAIL
TYPICAL GRAB RAIL
TYP
1 TYP
(SEE NOTE 2)
CONCRETE ANCHOR
REQ'D POST INSTALLED
7"
6"
(SEE NOTE 2)
CONCRETE ANCHOR
REQ'D POST INSTALLED
4" MIN. (TYP.)
7" (TYP.)
PLATE (TYP.)
REQ'D 7"x7"x1/4" THICK
1.5" (TYP.)
REQ'D SSP
DETAIL
TYPICAL GRAB RAIL
CO501
A9
CO501
A9
CO501
A7
CO501
A7
GRAB BAR (TYP)
REQUIRED 1 1/2" DIA
TO LWD
SAFETY ORANGE
INTERNATIONAL
COATS OF
AND RUNGS 2
WELL, GRAB BAR
PAINT SSP LADDER
TYP
3/16"
PLACEMENT
REQUIRED IN SSP FOR
RUNG (TYP) HOLE
1 1/2" DIA STEEL LADDER
OR BELOW -3.0' L.W.D.
BOTTOM RUNG TO BE AT
2"
GALVANIZED.
318, BE AN EPOXY TYPE, AND HOT DIPPED
500 LBS. ANCHOR SHALL BE DESIGNED PER ACI
CAPACITY OF 500 LBS AND TENSION CAPACITY OF
2. CONCRETE ANCHOR SHALL HAVE A SHEAR
CONCRETE CAP IS +6.5.
AREA OF +6.0 SO THAT FINAL GRADE OF
CONCRETE CAP IS +7.0. NO SAWCUT REQUIRED IN
WALL IN +7.0 AREA SO THAT FINISH GRADE OF
+7.0 TO +6.0 LWD. HORIZONTAL SAWCUT EXISTING
1. TOP OF EXISTING WALL TRANISTIONS FROM
L
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RR101
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
LOCATION
PROJECT
SAGINAW
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MICHIGAN
LAKE
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MICHIGAN
LAKE
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A L L R
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N
SCALE: 1" =400'
OVERALL REAL ESTATE PLAN
VICINITY MAP
N
AREAS
PROJECT
AREAS
PROJECT
PLACEMENT AREA
NEAR SHORE
A
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L
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E
A
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H O
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L
IN
E
PLACEMENT AREA
NEAR SHORE
DREDGE MATERIAL
LIMIT FOR PLACEMENT OF
EL. 581.5 FEET LANDWARD
ORDINARY HIGH WATER MARK
WARD LIMIT OF PLACEMENT
ACTUAL WATER LEVEL - LAKE
DEPTH CONTOUR BASED ON
MOST LANDWARD 8.0 FEET
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D E
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M A
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B
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D V
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T
IS
E J L
Y
RR102
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
LOCATION
PROJECT
SAGINAW
DETROIT
B O
UNDARYNATIO
NAL
IN
T E R
VICINITY MAP
PORTAGE LAKEMICHIGAN
LAKE
AREAS
PROJECT
P K
F Y
R e a lE s ta te
R R
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REAL ESTATE PLAN
N
LEGEND
C R
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C E
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C H R
D
LAKE
PORTAGE
MICHIGAN
LAKE
S
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E A
L E
S T
A T
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L A
N
SCALE: 1" =200'
(8.89 AC.)
DREDGING AREA
FE…
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