-
LAKE - E
SID
HARBOR SIDE
3 4'
.
156'
65
I
'
I
S E C T I O N OF E A S T BREAKWATER - 0 -
( A S BUILT
HARBOR SIDE
APPROXIMATE
STONE TYPE
OF EXISTING
RLAYER STONE
0 . 6 5 - 2 . 0 TONS
8- STONE
C- STONE
600
RLAYER STONE TYPE
FINES- 60
0- STONE
LAKE BOTTOM.
TO -35.0' L.W.D.
SECTION OF E A S T BREAKWATER-0-
REHABILITATION OF
CONCRETE ARMOR
UNITS ON LAKE SIDE,
DONE IN
LAKE SIDE
HARBOR SIDE
REPAIRED CONCRETE CAP
SECTION OF WEST BREAKWATER
OF PROTECTIVE RIPRAP SLOPE
CONCRETE CAP
IN 1979.
Figure 229.
Typical breakwater cross sections,
Cleveland Harbor, Ohio
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