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j <br /> 10-1. REINFORCEMENT <br /> Reinforcement shall conform to .the provisions in Section 52, 'Reinforcement," of the <br /> Standard Specifications and these special provisions. <br /> individual heeps, made eaiifinueu5 with butt welded spliees, whieb ar-6 substitated fer-spiral <br /> shall 6enfer-m to the Fequirements fer- "Ultimate Putt Spikes" ef these speeial <br /> Reinforcement at the Concrete Equipment Base shall be Grade 50 or 60 steel, #4 Rebar at <br /> 304.8mm(12")on center each way unless otherwise noted. <br /> Reinforcement at the Soil Vapor Extraction Well and Air Sparge Well Head shall"be Grade <br /> 50 or 60 steel,#4 Rebar at 0.46m(l 8")on center each way unless otherwise noted. <br /> r <br /> Ll <br />