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Note, concrete to a 01 psi A8" thick concrete <br />compressive strength. wall, #5 vert. at <br />18" c/c <br />8.in Conc wl #5 @ Min o/c • 6 <br />drain rock fill <br />behind wall <br />5ea. #5 • <br />horizontal, max <br />18" c/c — - 2" cover <br />1" dia. weep • <br />holes at 4ft c, c s o" <br />x 16" c/c, plus <br />in key <br />6" <br />#5@18.in @ Toe <br />#5 x 18" c/c <br />2'-0" 1'-0' 6" <br />2'-0' 1'-6" <br />X-6' <br />6'-6" <br />RETAINING WALL CROSS SECTION <br />Roth Garage -- 610 Colby Ave. Everett, WA. <br />7/7/2014 S. Ramey, PE CASE Forensics <br />�ZoB ZAD `� <br />ED <br />