The drawing shows a cast-in-place reinforced concrete cantilever retaining wall with a stem wall, footing, and keyway. Vertical and horizontal reinforcing bars are specified via callout letters (A, B, C, D) corresponding to a design schedule table at the bottom based on varying wall heights. The schedule provides dimensional parameters such as wall width, footing thickness, toe and heel lengths, and specific rebar sizes and spacings.
Text on the drawing
Twt Hs MIN. W X Tf Hw MAX. A B D C RETAINING WALL SCHEDULE WALL DIMENSIONS (ft) REINFORCEMENT Hw MAX (ft) W Tf Hs X Tw A B D C #5 @ 12" o.c. #5 @ 16"o.c. #5 @ 15"o.c. #5 @ 12"o.c. 8 4.5 1.0 1.0 1.5 0.83 T.O. GRADE EL.: REF. DWGS BY OTHERS T.O. GRADE EL.: REF. DWGS BY OTHERS CONCRETE 12 7.5 2.0 1.33 1.0 0.83 3'-0" 2" CLR #7 @ 12" o.c. #5 @ 12"o.c. #5 @ 12"o.c. #6 @ 15"o.c.
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