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3 PLAN VIEW FOR MAINTENANCE AREA 2 <br />1 3 V=1P-0" PLAN VIEW <br />WELD PLATE TO <br />REBAR BY <br />28'X22' STEEL PLATE DENTONI'S <br />BY DENTONI'S� <br />28' <br />#4 REBAR (TYP, <br />DOWELS & CONCRETE <br />BY GSE <br />EXISTING FLOOR <br />n <br />D b <br />DEPTH (D) VARIE <br />EXISTING CONCRETE <br />CUT AND REMOVED BY <br />SAN JOAQUIN COUNTY <br />NOTES: <br />1) CONCRETE SHALL HAVE A 28 -DAY COMPRESSIVE STRENGTH OF 6,000 PSI. <br />4 CROSS SECTION FOR MAINTENANCE AREA 2 <br />3 3 1"=2'-0" SECTION <br />COUNTY OF SAN JOAQUIN I SCALE: ( LOVELACE MATERIALS RECOVERY FACILITY AND I LOVELACE MATERIALS RECOVERY FACILITY I FIGURE <br />AS SHOWN TRANSFER STATION TIPPING FLOOR MAINTENANCE AREA 2 <br />