CHANNEL SIDE 



j^ rrr-xr^rj 



GRANULAR FILL' 

 39' P227 PILE 



BAY SIDE 



-WELDED WIRE FABRIC 

 6x6-W2.9xW2.9 



_ +7.2 



SHEET PILE 

 DRIVING LINE 



EXISTING 

 TIMBER CRIB 



PIER 1 



STRUCTURE— *J 



2l'± 



GRANULAR FILL 



SHEET PILE 

 DRIVING LINE 



■29' PZ27 PILE 



SECTION OF NORTH PIER-A 



REPAIRED 1984 



CHANNEL SIDE 



+ 9.5 



TIE ROD 



AT + 8.5 

 L.W.D. 568.6 (0.0) 



47' PZi7 PILE 



SHEET PILE 

 DRIVING LINE 



GRANULAR FILL 



LAND SIDE 

 .WELDED WIRE FABRIC 



"lo /^ 6x6- W2.9xW2.9 



■■i ■.■■..'.. j^ >ff^.ffrrz-y^m-^^ 



■ I "I \ FILL TO +8.'. 



EXISTING 

 TIMBER CRIB 



PIER 

 STRUCTURE- 



28 X 





FILL a GRADE 

 AT + 4.5 



GRANULAR FILL 



-38 PS27 PILE 



SHEET PILE 

 DRIVING LINE 



28.2 



SECTION OF NORTH PIER-p-G 



REPAIRED 1984 



Figure 255. Typical north pier cross sections, 

 Erie Harbor, Pennsylvania 



376 



