OCEAN SIDE 

 (ALL SECTIONS) 



™«ni umisr" 



3000 -5000 LB 20' ± 



rrrmn 



1/: 



} 1.5' Ml N 



-RESTORE EXISTING FOUNDA TION BLANKET 

 GROUND LEVEL STONE 2"- 12" 



TOP CONC SHEET PILE 

 EL VARIES 



7— irai Bar 



NATURAL GROUND VARIES 

 +6T0+12MLW 



Tr 



TYPICAL SHORE ANCHORAGE SECTION 



STATION 0+00- 7+00 

 NOTE: TOE PROTECTION ON BOTH SIDES FROM 

 STA 7+00 TO 8+00 



TOP CONC SHEET PILE EL +7.0 

 CREST ELEV +9' MLW 

 5-8 TON 15'± 



UNDERLA YER STONE 

 - FOUNDA TION BLANKET 1000- 1600 LB 



STONE , 2"-12" 



NOTE: ELEVATIONS VARY 



TYPICAL JETTY CROSS SECTION, 

 STATION 8+00 TO 13+00 



GABION FOUNDATION 

 BLANKET 

 STONE , 4"-8" 



STONE, 2"-12" 



-^ 



UNDERLA YER STONE 

 3000-5600 LB 



TYPICAL JETTY CROSS SECTION 



STATION 13+00 TO 33+50 



ARMOR STONE 

 14-22 TON 



14-22 TON 28' i 



^^^j^ ^ 



CREST EL +ia5' MLW 



14-22 TON 21' 



-GABION 



FOUNDATION 



BLANKET 



■ UNDERLA YER STONE 

 3000-5600 LB 



TYPICAL JETTY HEAD SECTION 



STATION 33+50 TO 34+50 



Figure 13. Typical south jetty cross sections, Masonboro Inlet 



26 



