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I <br />I <br />I <br />APPROXIMATE BACKFILL PROFILE <br />AFTER CONSTRUCTION <br />-SEE GENERAL NOTES <br />PEDESTAL <br />12 +/- YARDS <br />N' <br />APPROXIMATE EXTENT OF <br />SOIL TO BE REMOVED 0 <br />--°" TRENCH AT NEW BEAM <br />__ -- ---- -_ 2 +/- YARDS <br />� ------------------ ------- - - - - -- 9-4 APPROXIMATE N <br />EXISTING GRADE <br />^" NEW FDN NEAR TOWER <br />50 +/- YARDS <br />(72 ELEVATED PIPE, TOWER #12 <br />S2.61 S2.6 1/8" = 1' -0" <br />(13 <br />ELEVATED PIPE, <br />TOWER <br />#13 <br />S2.6 S2.6 <br />1/89' = <br />1' -0" <br />NOTE: ALL EXCAVATION QUANTITIES <br />LISTED ARE APPROXIMATE, BASED <br />ON INTERPRETATION OF EXISTING <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 />o Climax Molybdenum <br />�A Freeport- McMoRan Company <br />EMPIRE / 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 />PROJ. NO. 13024 SHT S2.6 I REV. <br />