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1 <br /> I. <br /> I <br /> I <br /> copyright©2063 <br /> WT: <br /> EXISTING GRAVEL MUST <br /> BE REMOVED AND SOIL. <br /> MUST BE GRADED LEVEL <br /> f 3 AND COMPACTED TO 95% <br /> c�h OF NATIVE PROCTOR <br /> PRIOR TO POURING SLAB. <br /> 9 <br /> 411 <br /> �— <br /> 3„ <br /> ° �d Q Q � oSS�p <br /> 0 <br /> 4 #4 REBAR 20" O•C., (5 TOTAL) a <br /> Qj <br /> UN0.046643 <br /> #4 REBAR 15" O.C. (6 TOTAL) <br /> U 44a ° <br /> cl <br /> or <br /> 4" THICK CONCRETE SLAB <br /> 3,000 psi CONCRETE <br /> x <br /> 41 4 <br /> 2 <br /> € El <br /> RDl. LS�f'D 0.1Tf D65CFlPfgll <br /> e 1 CONCRETE SLAB DETAIL <br /> NTS <br /> O <br /> 4" THICK CONCRETE STAB #4 REBAR 4" THICK CONCRETE SLAB PROJECT 7W3,00D psi CONCRET <br /> 3,000 pat CONCRETE #4 REBAR m arm <br /> ARCADIS <br /> 23P <br /> N <br /> o� <br /> 8> r2 <br /> BIOSPARGE TREATMENT SYSTEM <br /> CHEVRON BANTA FUEL TERMINAL <br /> _�� - 3„ 22888 KASSON ROAD <br /> BANTA, CALIFORNIA <br /> SHEET IRE <br /> EXISTING SOIL ExisTJNc soli CONCRETE SLAB DETAIL <br /> COMPACTED 959 <br /> CONCRETE SLAB CROSS SECTION COMPACTED 95% <br /> CONCRETE SLAB CROSS SECTION <br /> � NTS <br /> NTS PROJECT MANAGER D€PARIMENT MWU1GER <br /> ` n_ D. EVANS J. VOGELEY <br /> LEAD OESMJd PROF. CHECKED BY <br /> C•• P. HAJAEI CHECKED <br /> TASK/PRASE NUMBER DRAWN BY <br /> i y z 00002/0000 V. BARCHERS <br /> PROJECT NUMBER DRAWING NUMBER <br /> 80046293.0000 C-4 <br />