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4' -0" MAX. SPACING <br />1 <br />S3.0 S3.2 <br />.. <br />m <br />01S3.2 <br />I <br />oil <br />1 TYPICAL ELEVATION AT ONE SPAN <br />CONDITION <br />S3.0 S3.0 NOTES: <br />1 /8" = <br />1' -0" <br />1. SEE GENERAL NOTES, SHEETS S0.1 -S0.3, FOR ADDITIONAL <br />Mao <br />INFORMATION AND REQUIREMENTS. <br />2. ONE SPAN CONDITION OCCURS AT TOWERS 7, 9, 11, AND 14. <br />3. TYP. TOWERS ARE 12' -0" (INVERT -TO- INVERT) EXCEPT <br />TOWER NUMBER 11 WHICH IS 9' -0" (INVERT -TO- INVERT). <br />DWG. NO. <br />REFERENCE DRAWINGS <br />4 <br />8' -0" 8'- <br />NEW HSSSx x1/4 <br />PIPE SUPPO T, TYP <br />-SEE 2/S4. ----A <br />S4.3 <br />-41 40' -0„ <br />NEW STEEL BEAM <br />-W21 x44 <br />0" 8' -01, 1 3' -0" <br />EXISTING PIPE <br />NEW X- RAC TYP. <br />-SEE 3/ 4.3 <br />1 <br />S3.0 S4.3 <br />L EXISTING BAR <br />JOIST TO REMAIN <br />NEW FOUNDATION FACE OF EXISTING <br />FOOTING AND FOUNDATION <br />STEMWALL <br />GRANULAR FREE DRAINING <br />BACKFILL TO CONSIST OF <br />NATIVE FRACTURED ROCK, <br />IMPORTED FILL, OR OTHER <br />MATERIAL APPROVED BY <br />CLIMAX <br />SIM. <br />T1S4.4 <br />S <br />EXISTING <br />FOUNDATION <br />OF NEW STEMWALL <br />1 TYPICAL ELEVATION AT ONE SPAN <br />CONDITION <br />S3.0 S3.0 NOTES: <br />1 /8" = <br />1' -0" <br />1. SEE GENERAL NOTES, SHEETS S0.1 -S0.3, FOR ADDITIONAL <br />INFORMATION AND REQUIREMENTS. <br />2. ONE SPAN CONDITION OCCURS AT TOWERS 7, 9, 11, AND 14. <br />3. TYP. TOWERS ARE 12' -0" (INVERT -TO- INVERT) EXCEPT <br />TOWER NUMBER 11 WHICH IS 9' -0" (INVERT -TO- INVERT). <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />DATE <br />BY <br />APP BY <br />VENTILATION <br />ENGR: JLK <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />TYPICAL ONE SPAN <br />ISSUED FORBID WALK <br />2 -28 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY: JP <br />2 -28 -14 <br />= Climax Molybdenum <br />° A Fro McMoRan Company <br />EMPIRE <br />P IRE I PARSHALL, COLORADO <br />303 - 560,3221 <br />STRUCTURAL <br />CHECKED BY: JCB <br />2 -28 -14 <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />PROJ. NO 13024 SHT S30 REV. <br />