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PEDESTAL <br />12 +/— YARDS <br />APPROXIMATE BACKFILL PROFILE <br />AFTER CONSTRUCTION <br />—SEE GENERAL NOTES <br />14 ELEVATED PIPE, TOWER #14 <br />i2.71 S2.7 1/819 = 1' -0„ <br />NO • 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. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY APP BY VENTILATION ENGR: JLK 2 -28 -14 HENDERSON MILL <br />ISSUED FOR BID WALK 2 -28 -14 JLK MECHANICAL DRAWN BY: JP 2 -28 -14 HENDERSON OPERATIONS TAILINGS DROP LINE <br />STRUCTURAL CHECKED BY: JCB 2 -28 -14 � Climax Molybdenum <br />ELECTRICAL APPROVED BY: �AFreeport- McMoRanCompany EXCAVATION ELEVATIONS <br />PIPING APPROVED BY: EMPIRE / PARSHALL, COLORADO <br />SCALE: AS NOTED OTHER APP BY: 30330-3221 PROJ. NO. 13024 SHT S2.7 REV. <br />I <br />- - - -- - <br />-/-'V - - - <br />- -- <br />; <br />APPROXIMATE EXTENT OF <br />SOIL <br />TO BE REMOVED <br />- o <br />-___ <br />I- <br />,, %j i j <br />------- -- <br />f <br />. �'% •, ; % %,! % %:'% " NEW <br />Vic. Z�F';• •' fi''; ', *" , %; ;' %; , %' 100 <br />FDN NEAR TOWER <br />+/— YARDS <br />APPROXIMATE <br />EXISTING GRADE <br />;,•::..'.a" <br />i.ti <br />„ <br />APPROXIMATE BACKFILL PROFILE <br />AFTER CONSTRUCTION <br />—SEE GENERAL NOTES <br />14 ELEVATED PIPE, TOWER #14 <br />i2.71 S2.7 1/819 = 1' -0„ <br />NO • 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. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY APP BY VENTILATION ENGR: JLK 2 -28 -14 HENDERSON MILL <br />ISSUED FOR BID WALK 2 -28 -14 JLK MECHANICAL DRAWN BY: JP 2 -28 -14 HENDERSON OPERATIONS TAILINGS DROP LINE <br />STRUCTURAL CHECKED BY: JCB 2 -28 -14 � Climax Molybdenum <br />ELECTRICAL APPROVED BY: �AFreeport- McMoRanCompany EXCAVATION ELEVATIONS <br />PIPING APPROVED BY: EMPIRE / PARSHALL, COLORADO <br />SCALE: AS NOTED OTHER APP BY: 30330-3221 PROJ. NO. 13024 SHT S2.7 REV. <br />