6"X6"X6/6 Welded Wire Mes 



LAKE SIDE 



L. W. D. 



HARBOR SIDE 



HARBOR SIDE 

 L.W. D 



TYPICAL SECTION 

 OUTER BREAKWATER 



(BUILT 1964-1965) 



CONCRETE - 4' to 6' (Horizontal) 



^-^ +10 3' to 5' (Vertical) 



- iJ , l- , '-l i-Q— . LAKE SIDE 



2' Concrete Cop- 



L.W.D. 



^7m^ 



TYPICAL SECTION OF 



RUBBLE MOUND SHORE CONNECTION 



EAST BREAKWATER SHORE ARM 



(BUILT 1963) 

 -6"X6"X6/6 Welded Wire Mesh 



EL. 568.6 



rSleel Stieet Piling 



y^ LaKe 

 / Bottom 



TYPICAL SECTION OF CELL 

 EAST BREAKWATER SHORE ARM 



(BUILT 1963) 



Figure 221. Typical breakwater cross sections, 

 Lorain Harbor, Ohio 



331 



