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1 <br /> 1•-r: BEAM-TO-BEAM S2.7 S4.9 I—-------� <br /> * X-BRACE ADD WOOD BLOCKS <br /> s'- 1/2•: s•-s• s'-s• s'-s• r-r r-s 3'-r '-r ]'�S• r-S' S'-a•* IAT PEDESTAL I <br /> i — --- — — — -- — — — — <br /> I I J S2.7 S4.11 <br /> Fil— — — -- -- — — — — — <br /> w I , NO LATERAL TUBE <br /> o '" (INSTALLED AT PIPE BELL I <br /> ——— I I- I s W21x44 (INTERFERENCE I <br /> I-INSTALL LAT. TUBE AND I <br /> EXISTING BAR N EXTENDER TUBE ———J <br /> JOIST ABANDONED o <br /> f {rtin c IN PLACE a <br /> a EXISTING CONCRETE APPROXIMATE <br /> N BLOCK FINAL GRADE <br /> w <br /> OLi <br /> 8'-6" C- 32'-2 1/2" <br /> ELEVATED PIPE SUPPORTS, TOWER #7 <br /> S2.0 S2.7 NOTES: 1/8" = 1'-0" <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 /> NO WORK AT TOWER #8 <br /> S2.0 S2.7 <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OFREVISION DATE BY VENTILATION I I E14GR: JLK 2.28.14 1 yfi",mjrf.-_MOIyb�lenumI HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2-za14 TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 080315 JLK STRUCTURAL CHECKED BY: JCB 2-2&14 AFf"poR-YCMORm CMIY <br /> ELECTRICAL APPROVED BY: " °"H51NL0°L0fl"O° — ELEVATION AT TOWER#7 <br /> PIPING APPROVED 8Y: MA &ASSOCIATES <br /> SCALE: AS NOTED OTHER APP BY: L'^�St�t 111 pROJ.NO.13024 SHf S2.7 REV. 4 <br />