T
T
0' TO 6
VARIES FROM
--
SHEET
PILING SECTION OF CANTILEVER WALL
NO SCALE
I
30.24' DIA
TYPE
CELLS
25.46'
TYPE
CELLS
TYPE
CELLS NORTH BREAKWATER
I
TYPE
CELLS NORTH BREAKWATER
TYPE
CELLS SOUTH BREAKWATER
FOR THE OUTER 60' OF THE SOUTH BREAKWATER
FOR THE OUTER
INORTH BREAKWATER
OF
-
-
FILL
~-
I
-
-
-
-
-
STONE
MATTRESS
W
DREDGED CUT
T Y P I C A L CROSS S E C T I O N - C E L L U L A R BREAKWATER
NO
SCALE
A L L SHEET PILING FOR C E L L S I S
NOTE:
OF S T ' L SHEET
PILING
TYPE 5- 28 FILL PIPES ROT SHOWN
EL.
ON THIS TYPICAL CROSS SECTION.
TOP OF
EL.
EXISTING GRADE
MATTRESS STONE- NOMINAL
THICKNESS BEING
A
UPPER TOLERANCE AND A
0.25 LOWER TOLERANCE.
OF STEEL SHEET PILING
E L . 575.0'
- INTERIOR
TYPICAL
SECTION
BREAKWATER
SCALE
NO
Figure 57.
Typical structure cross sections, Whitefish Point Harbor, M i c h i g a n
97
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