A concrete wall panel bears on a continuous concrete footing with number seven continuous horizontal reinforcing bars and number five dowels spaced at twelve inches on center. The loading dock pit slab and depressed slab sections feature number four reinforcing bars spaced at twelve inches on center each way within a six-inch concrete thickness. Continuous three-by-three-by-one-quarter-inch steel angles with one-half-inch diameter by six-inch long welded studs spaced at twelve inches on center are embedded at the corners, noted to remain unwelded at the corner itself. Additional reinforcement includes number four bars at twelve inches on center at the dock leveler and number three ties at twelve inches on center across the full width of the panel.
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