SECTION OF EAST BREAKWATER -D- 

 (AS BUILT 1903-1915) 



B-STONE 0.65-20 TONS 

 C- STONE 600 -1300 LBS 

 D -STONE FINES- 60 L8S 



-EXISTING LAKE BOTTOM. -30.0 TO - 35.0 L.W D. 



SECTION OF EAST BREAKWATER-Q- 



REHABILITATION OF PROTECTIVE CONCRETE ARMOR 

 UNITS ON LAKE SIDE, 4,400 FT WAS DONE IN 1980 



HARBOR SIDE 



SECTION OF WEST BREAKWATER 



REHABILITATION OF PROTECTIVE RIPRAP SLOPE AND 

 CONCRETE CAP 

 DONE IN 1979. 



Figure 229. Typical breakwater cross sections, 

 Cleveland Harbor, Ohio 



342 



