VARIES FROM 14 0' TO 6 0'- 

 ISLO EL 600 0' 



T 

 J 



7^A«V ':WW77'~ 



I 27 PILING FOR TYPE H 



—VARIES FROM 18 0' TO 9 0' 



SHEET PILING SECTION OF CANTILEVER WALL 



NO SCALE 



-TYPE I CELLS 30.24' OlA 

 TYPE K CELLS 25.46' OlA. 



■REINFORCED CONCRETE CAP 



TYPE! CELLS NORTH BREAKWATER 18 (MEAN! 

 TYPE I CELLS NORTH BREAKWATER 20'(MEANI 

 TYPE II CELLS SOUTH BREAKWATER IS'IMEAN) 



DREDGED CUT- 



TYPICAL CROSS SECTION- CELLULAR BREAKWATER 



• BASELINE 



NO SCALE 



LAKE SIDE ^l^ 



HARBOR SIDE 



UPPER TOLERANCE 



NEAT LINE 



LOWER TOLERANCE 



NOTE ALL SHEET PILING FOR CELLS IS 



TYPE S-28 FILL PIPES NOT SHOWN 

 ON THIS TYPICAL CROSS SECTION. 



TYPICAL SECTION- INTERIOR BREAKWATER 



NO SCALE 



Figure 57. Typical structure cross sections, Whitefish Point Harbor, Michigan 



97 



