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APPROXIM TE EXTENT OF <br />SOIL TO E REMOVED — <br />APPROXIMATE BACKFILL PROFILE <br />AFTER CONSTRUCTION <br />—SEE GENERAL NOTES <br />AFTER LOAD TRANSFER PEDESTAL <br />TO NEW BEAMS, REMOVE 12 +/— YARDS — <br />EXISTING STEEL POSTS <br />BELOW BAR JOISTS <br />------ <br />------ <br />I -- - - - - - <br />— — — — — — — <br />— <br />— <br />— — — <br />— — — <br />— — <br />— -- <br />PIPE, TOWER #9 <br />j <br />r7_'), <br />ELEVATED <br />PIPE, TOWER <br />r / r <br />ON INTERPRETATION OF EXISTING <br />CYC <br />DNE <br />-0" <br />GRADE IN PHOTOGRAPHS — NOT <br />TRENCH AT NEW BEAM <br />'h <br />SURVEYED TOPOGRAPHIC STUDIES. <br />/APPROXIMATE <br />8 +/— YARDS <br />DESCRIPTION OF REVISION <br />�•, <br />rr/ iv <br />DATE <br />, <br />APP BY <br />VENTILATION <br />S2.4 <br />S2.4 <br />' 1 <br />HENDERSON OPERATIONS <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />EXCAVATION ELEVATIONS <br />EXISTING GRADE <br />PEDESTAL <br />NEW FDN NEAR TOWER <br />JLK <br />MECHANICAL <br />115 +/— YARDS <br />DRAWN BY: <br />JP <br />NOTE: ALL EXCAVATION QUANTITIES <br />9 ELEVATED <br />PIPE, TOWER #9 <br />LISTED ARE APPROXIMATE, BASED <br />r7_'), <br />ELEVATED <br />PIPE, TOWER <br />#7 <br />ON INTERPRETATION OF EXISTING <br />CYC <br />DNE <br />-0" <br />GRADE IN PHOTOGRAPHS — NOT <br />SURVEYED TOPOGRAPHIC STUDIES. <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />DATE <br />BY <br />APP BY <br />VENTILATION <br />S2.4 <br />S2.4 <br />JLK <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />EXCAVATION ELEVATIONS <br />PEDESTAL <br />2 -28 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY: <br />JP <br />2 -28 -14 <br />Climax Molybdenum <br />A Freeport- McMoRan Company <br />EMPIRE i PARSHALL, COLORADO <br />303- 569-3221 <br />12 +/— YARDS <br />STRUCTURAL <br />- - - - -- <br />- - - - - -- <br />JCB <br />- - - - - -- <br />- -- <br />I- <br />- - - - -- <br />-- — — — <br />— <br />— — — — — — — <br />- - - <br />- <br />-'— <br />PIPING <br />APPROVED BY: <br />NO WORK <br />AT TOWER #8 <br />717 <br />i PROJ NO. 13024 SHT S2.4 REV. <br />'�• 'r <br />r r r , r r , r r , rr , r r ,r <br />r \ <br />\\ <br />/ <br />/ r �r r <br />�• �• � '/ <br />r r / r • / r • / r • / r / r � <br />:. <br />1/8" V-0- <br />S2.4 <br />S2.4 <br />— <br />/,, , / <br />• /, r /, r /, r/�r , <br />TRENCH AT NEW BEAM <br />20 +/— YARDS I <br />f• <br />I <br />r ;r ,ter! <br />r <br />'�'' ,rr ,�,rr ,/� NEW <br />•• r r r 'r r r <br />FDN NEAR TOWER <br />/ r r <br />r <br />• <br />�.•.ct`�'.'; <br /><s <br />175 <br />+/— YARDS <br />h.. <br />..stir <br /><;.,,. <br />• <br />r r / <br />� / r r / r <br />1 <br />NOTE: ALL EXCAVATION QUANTITIES <br />9 ELEVATED <br />PIPE, TOWER #9 <br />LISTED ARE APPROXIMATE, BASED <br />ON INTERPRETATION OF EXISTING <br />52.4 S2.4 <br />1/8" = 1' <br />-0" <br />GRADE IN PHOTOGRAPHS — NOT <br />SURVEYED TOPOGRAPHIC STUDIES. <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />DATE <br />BY <br />APP BY <br />VENTILATION <br />ENGR: <br />JLK <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />EXCAVATION ELEVATIONS <br />ISSUED FOR BID WALK <br />2 -28 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY: <br />JP <br />2 -28 -14 <br />Climax Molybdenum <br />A Freeport- McMoRan Company <br />EMPIRE i PARSHALL, COLORADO <br />303- 569-3221 <br />STRUCTURAL <br />CHECKED BY: <br />JCB <br />2 -28 -14 <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />717 <br />i PROJ NO. 13024 SHT S2.4 REV. <br />