NOTE! OUTER 54 LINEAR 

 FEET OF SECTION A, NORTH 

 BREAKWATER, CONSISTS OF 

 TWO RECTANGULAR CAISSONS. 



SURE HSTRUCTURE 

 BREAKWATER ['- t" 

 TOP OF CAISSON. 



DN SOUTH 

 BELOW 



SECTION-A 



NORTH L SOUTH BREAKWATER 



N.B SB. 



• UILT SUBSTRUCTURE l»J4 ltS« 



SUPERSTHUCTURC <«S4 Its* 



CAP STONE 

 GROUTED IN 

 PLACE 



itHlVWiWIMI!!|ffl! 



SECTION-B 



NORTH BREAKWATER 



iiil liiil Mi ni LLLLI iiuluu -19' TO -27' 



SECTION-D 



NORTH BREAKWATER 



BUILT-. r914 



STEEL SHEET PILES 

 CLE WALL TYPE 

 L W 



SECTION-E 



SECT(ON-C 



NORTH BREAKWATER 



BUILT SUBSTRUCTURE It3« 



SUPERSTRUCTURE i»J4 



NORTH SHORE CONNECTION 



BUILT itS4 



Figure 81. Typical breakwater cross sections, 

 Port Washington Harbor, Wisconsin 



137 



