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F---j <br />�1 <br />1 <br />APPROXIMATE BACKFILL PROFILE <br />AFTER CONSTRUCTION <br />-SEE GENERAL NOTES <br />S2.11 S2.1 <br />ELEVATED PIPE, TOWER #1 <br />V -0" <br />PEDESTAL <br />2 ELEVATED PIPE , <br />PEDESTAL <br />CENTER PEDESTAL <br />12 +/- YARDS <br />2 +/- YARDS <br />12 +/- YARDS <br />— — — — <br />— — — <br />— — — — <br />— — <br />— <br />— — — — — — — <br />— — — — — — — <br />— — — — <br />— — — <br />— — — — — — — <br />— — — — — — — <br />— — — — — <br />-------------------------- <br />— — — — <br />— — <br />— — — — — — — <br />— — — — — — — <br />— — — — — <br />-------------------------------- <br />IR� <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />ISSUED FORBID WALK <br />2 -28 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY: <br />JP <br />2 -28 -14 <br />'\\\\` \' \ \` \ \ \ \ \` \ \ \' \ \` \ \ \' \�` \` \ \ \� <br />— <br />— — — — — — <br />— <br />— <br />� <br />— — — — <br />\,` `\ C` ` \`` \'\mot `•'`:``` \`�' \ ' <br />- --- -- <br />APPROXIMATE <br />EXTENT OF <br />__ �.Ts�R \' <br />"ol <br />36 +/- YARDS <br />SOIL <br />TO BE REMOVED <br />-28 -14 <br />:E <br />_-- - --- <br />TRENCH AT NEW BEAM <br />_ - <br />- - - -- <br />-_ <br />O <br />10 +/- YARDS <br />APPROVED BY: <br />PIPING <br />____ -- <br />APPROVED BY: <br />N <br />' ----- <br />SCALE: AS NOTED <br />. <br />s <br />. . Ile, . <br />PROJ. NO. 13024 SHT S2.1 REV. <br />NEW <br />FDN NEAR TOWER <br />APPROXIMATE <br />' <br />' <br />YARDS <br />EXISTING GRADE <br />100 <br />+/- <br />.; <br />�1 <br />1 <br />APPROXIMATE BACKFILL PROFILE <br />AFTER CONSTRUCTION <br />-SEE GENERAL NOTES <br />S2.11 S2.1 <br />ELEVATED PIPE, TOWER #1 <br />V -0" <br />�1 <br />1 <br />NEW FDN NEAR TOWER <br />150 +/- YARDS <br />\ <br />PEDESTAL <br />2 ELEVATED PIPE , <br />TOWER #2 <br />CENTER PEDESTAL <br />12 +/- YARDS <br />2 +/- YARDS <br />ON INTERPRETATION OF EXISTING <br />— — — — <br />— — — <br />— — — — — — — <br />— - - — — — — <br />— — — — <br />— — <br />— — — — — — — <br />— — — — — — — <br />— — — — — <br />— — — — <br />— — — <br />— — — — — — — <br />— — — — — — — <br />— — — — <br />— — <br />— — — — — — — <br />— — — — — — — <br />— — — — — <br />2 -28 -14 <br />IR� <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />ISSUED FORBID WALK <br />2 -28 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY: <br />JP <br />2 -28 -14 <br />'\\\\` \' \ \` \ \ \ \ \` \ \ \' \ \` \ \ \' \�` \` \ \ \� <br />STRUCTURAL <br />T';; <br />-- ------ <br />- --- -- <br />TRENCH AT NEW BEAM <br />"ol <br />36 +/- YARDS <br />-28 -14 <br />p -• C /imax Mol ybderrum <br />�A Freeport- McMoRan Company <br />EMPIRE/ PARSHALL, COLORADO <br />303- 569-3221 <br />EXCAVATION ELEVATIONS <br />�1 <br />1 <br />NEW FDN NEAR TOWER <br />150 +/- YARDS <br />\ <br />2 ELEVATED PIPE , <br />TOWER #2 <br />NOTE: ALL EXCAVATION QUANTITIES <br />LISTED ARE APPROXIMATE, BASED <br />ON INTERPRETATION OF EXISTING <br />S2.1 S2.1 <br />1/81" = 1' -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 />I APP BY <br />VENTILATION <br />ENGR: <br />JLK <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />ISSUED FORBID WALK <br />2 -28 -14 <br />JLK <br />MECHANICAL <br />DRAWN BY: <br />JP <br />2 -28 -14 <br />STRUCTURAL <br />CHECKED BY: <br />JCB <br />2 <br />-28 -14 <br />p -• C /imax Mol ybderrum <br />�A Freeport- McMoRan Company <br />EMPIRE/ PARSHALL, COLORADO <br />303- 569-3221 <br />EXCAVATION ELEVATIONS <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />PROJ. NO. 13024 SHT S2.1 REV. <br />