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CAP PL #k3 <br />12" SCH 40 PIPE <br />#0 WALL = V <br />1/2 TYP <br />1/2 <br />W12 X 40 <br />BEAM #b3 <br />............_....._._ ._ _�.l............_ .......... <br />.... ..._......_........... <br />CABLE <br />LUG #g3 <br />4' -11" - <br />CABLE <br />LUG #g3 <br />SECTION (B) <br />T Y P� <br />,/' 2 <br />CAP PL #k3 <br />SECTION (B) <br />12' SCH 40 PIPE <br />#a3 WALL = I WB X 31 3" 1' -6" 3' <br />I BEAM #d3 , 3' <br />BEAM #d3 i 1/2 ` O O <br />{ TYP i/2 1' -0' <br />SECTION (C) <br />1' -6° 2' -0" <br />7'-0' TYP 1/2 O <br />12' SCH 40-/ <br />PIPE #a3 <br />SECTION (D) <br />W12 X 40 <br />BEAM #c3 <br />1/2 ITYP <br />1/2 <br />WeX31 <br />BEAM #e3 <br />BOTTOM OF <br />CONVEYOR FRAME <br />ROAD HIGH POINT <br />EL = 4800.00' <br />1 <br />1 - NORTH CONVEYOR BRIDGE SUPPORT MK# 3A <br />A <br />SECTION (A) <br />° ® ° ®0 ° ®0 .. .. <br />dmvPB P�! ®iC6�Q °p° <br />BASE PLATE #,f3 <br />2Ya' HOLES FOR 2' <br />ANCHOR BOLTS 4 PLCS <br />IIRECEIVED <br />DEC 082011 <br />Division of Reclamation, <br />Mining & Safety <br />