SECTION OF WEST BREAKWATER-A 



(BUILT IN 1911) 









CHANNEL 



f.j; .' ■ 25.4'.' '.. 





L 



SIOE 



:^" WIDTH AT ••• 



^<^BOss walls] _ 



1.0. EL.9SS.8 



1 



"^ 



^S»^ 



I STEEL SHEET | 

 1 PILINO 1 

 ' SAND FILLED ' 





1 / \ 



_ 







SECTION OF WEST PIER-D 



(8UILT IN 1939) 



A HARBOR SIOE 



SECTION OF EAST BREAKWATER-B 



(BUILT IN 1932) 



(S) COVER STONE NOT MORE THAN 10% BY 



WEIGHT LESS THAN 3 TONS. 

 (§) COVER STONE, MINIMUM WEIGHT 3 TONS. 



(g)CORE STONE, MINIMUM WEIGHT 500 LBS., 

 50% BY WEIGHT ONE TON OR OVER. 



(5) CORE STONE, QUARRY RUN. 



30'-3l'i' 



L.W.D. EL.3SB.6 



^-^ 



FILL MATERIAL- 



• LAND SIDE 



— -mmff' 



SECTION OF EAST PIER-E 



/sub-structure BUILT IN 1868 N 

 INSURER structure BUILT IN 1905^ 



s 



"cJ ^-CONCRETE 



L.W.D. EL. 568 S 





; =-Mf^ 



\ "' M- 



; WIDTH AT ; . 



-CROSS WALLS • 







" °^ 



S 







'.STEEL SHEET 



PILING • • 

 SAND FILLED . 



^RIPRAP 



feu. 



^lUB 



^«fe 



01 





SECTION OF BREAKWATER 

 EXTENSION-F 



(BUILT IN 1935) 



SECTION OF EAST PIER-C 



(BUILT IN 1949) 



Figure 235. Typical pier and breakwater cross sections, 

 Fairport Harbor, Ohio 



350 



