A 12-inch wide concrete wall reinforced with number five bars at 12 inches on center each way and each face sits atop a continuous concrete footing with number six longitudinal bars top and bottom, and number five ties at eight inches on center. A two-and-a-half-inch square by one-quarter-inch thick by zero-foot-eight-inch sleeve is embedded in the top curb to receive a one-and-a-half-inch square by one-eighth-inch guardrail post, surrounded by number three ties at 12 inches on center. A wall drain is located on the retained side below the truck dock slab level, and all concrete clearances and chamfers are detailed per the notes.
TYP. 2" CLR., TYP. 6" CL CURB FTG. & GUARDRAIL FACE OF WALL 2 1/2" SQ. x1/4 x0'-8" SLEEVE 2" CLR. #3 TIE @ 12" O.C. TRUCK DOCK SLAB - S.C.D. #5 TIE @ 8" O.C. SEE PLAN #6 @ 8" O.C. LONGIT., T&B T.O. FOOTING - SEE PLAN 12" WIDE CONC. WALL W/ #5 @ 12" O.C. EA. WAY EA. FACE ADJACENT PAVING OR LANDSCAPING - SEE CIVIL & LANDSCAPE DWGS. 3/4" CHAMFER TYP. 1 1/2" SQ. x1/8" GUARD RAIL POST 2" CLR. TYP. 3" CLR. CLR. 3" SEE PLAN 5'-6" MAX. T.O. WALL - SEE CIVIL WALL DRAIN - SEE 5 S-155112
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