8+O0 6+00 4+00 



EXISTING CONDITIONS 



PROFILE ALONG CENTERLINE 



PT MORRILLOS 



COSINERAROCK Ca o- 



p^lVI/^npn AREAS 



OCEAN SIDE 



ARMOR STONE 

 13 TO 21 TONS 



EXCAVATE TO REEF 

 OR ORIGINAL 

 STRUCTURE 



9 S 



20 40 6C 



6+90 



TRUNK SECTION 



OCEAN SIDE 



60 40 20 

 HARBOR SIDE '1+95 



HEAD SECTION 



20 40 60 80 



OCEAN SIDE 



Figure 42. Areclbo Harbor existing damage prior to 1984 repairs 

 and typical repair sections 



77 



