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40'-1 1/2" <br /> BEAM-TO-BEAM <br /> r a: X-BRACE <br /> 1'—)'} Y—J' Y—•J'—J• J'—J• Y—Y 3'—J• Y—J• J'-3• {'—!•} <br /> — --- ---- — — — — -- --- <br /> — — — — 4r <br /> W21x44-- — <br /> APPROXIMATE <br /> FINAL GRADE <br /> EXISTING BAR f_ <br /> JOIST ABANDONED w <br /> ELI IN PLACE o <br /> w <br /> F — --, a <br /> O w 2 I L-0 <br /> `` S2.11 S4.131 <br /> 5'-6" 34'-5 1/2- <br /> ELEVATED PIPE SUPPORTS, TOWER #1 1 <br /> S2.0 S2.11 NOTES: <br /> 1. PEDESTAL LOCATION DIMENSIONS LISTED WERE PROVIDED <br /> TO BAUR BY PRECISION INDUSTRIAL CONTRACTORS. <br /> 2. BEAM LENGTH, LOCATIONS OF PIPE SUPPORT TUBES AND <br /> BEAM-TO-BEAM X-BRACES ARE BASED ON THE STEEL <br /> FABRICATION SHOP DRAWINGS PREPARED BY CRITICAL <br /> PATH METALWORKS, DATED 08/25/14, IDENTIFIED AS <br /> SUBMITTAL 5. <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY VENTILATION I I ENGR: JLK 2.2B-14ClimaxMolybdenum HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2.28.16 TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 09-03-15 1 JLK STRUCTURAL CHECKED BV: JCB 2.28.16 A FMapOR-McMORan Company <br /> ELECTRICAL APPROVEDBV: �� '°'°°°''a' ELEVATION AT TOWER#11 <br /> PIPING I I APPROVED BY: e BAUR&ASSOCIATES <br /> SCALE: AS NOTED I OTHER APP BY: PROD.W.13024 ISHT SZ.11 I REV. 4 <br />