EXISTING CONNECTING WALL 



u. 



z 

 o 

 I- 

 < -10 



> 



LU 



EXISTING JETTY 



CAPSTONE 



4 TO 10 TON SIZE 



TYPICAL JETTY HEAD SECTION AT WALL 



< -10 



> 



ASPHALTIC CONCRETE 



CAPSTONE 



4 TO 10 TON SIZE 



EXISTING JETTY, 



TYPICAL JETTY SECTION AT CYLINDER 



4-10 TON EL +6.0 



CAPSTONE 



2 OR 3 



ASHPAHTIC CONC- 

 RETE AND BEDDING 

 STONE (1" TO 12") 



EXISTING STONE' 



TYPICAL JETTY SECTION ALONG WALL 

 Figure 40. Typical 1969 jetty repair sections as Casey's Pass 



74 



