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39'-1 5/8" 40'-5 1/2" <br /> 2'-2'S ]•-Y 3'-]• Y-3• 3'-• 4'-Y3 '-4•! Y-3• Y-Y ]•-Y 4'-1 1/4•4•-3 3/8• '_3• '-3• 3'- -3• 31-S• 3'�• 3'-Y Y-Y Y-]•t <br /> 1•! <br /> ( <br /> _ __ <br /> DO <br /> uj <br /> i I <br /> BEAM-TO-BEAM APPROXIMATE 'a .—GRADE AND NT DRAINAGE TO <br /> X-BRACE FINAL GRADE ;TEEL EXPOSED <br /> uj <br /> ar w EXISTING BAR o <br /> :`'' D- JOIST ABANDONED c� <br /> 3 :ja: >:¢ � IN PLACE <br /> o <br /> O w <br /> o <br /> W <br /> a <br /> 34'-5 1/2" 39'-1 1 1/2" <br /> lo ELEVATED PIPE SUPPORTS, TOWER #10 <br /> S2.0 S2.10 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 I BY VENTILATION I I ENGR: JLK 2.28.14 1 onClimax MOlYk..4@num I HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2-28-14 TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 1 D943.15 JLK 1 12TRUCTURAL CHECKED BY: JCB 2-28-14 AFRNpoIFA10 -Company <br /> ELECTRICAL APPROVED BY: '°'°°°°.' ELEVATION AT TOWER#10 <br /> PIPING APPROVEDBV: BAUR&IASS(x:IATFS <br /> : AS NOTED SCALE OTHER APP BY: ��" PROJ.NO.13024 ISHT S2.10 I REV. 4 <br />