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c <br />CANAL <br />®® STABILITY BUTTRESS <br />TYPICAL SECTION 5Th. 78+00 TO 80+50 <br />0 <br />0 2 4 8 <br />Scale In Feet <br />2 <br />TIE INTO EXISTING <br />GROUND <br />O GABION RETAINING WALL <br />TYPICAL SECTION <br />4 S <br />Scale M Feet <br />APPROX. EXISTING <br />7 GROUND <br />21 DESIGN SLOPE <br />12 <br />2 <br />APPROX. ORIG. <br />GROUND SURFACE <br />83.1 FLATTENED <br />SLOPE <br />MIRAFI 180-N f <br />GEOTEXTILE <br />�•.• • , COMPACT AS STRUCTURAL <br />BACKFILL <br />CANAL ACCESS ROAD J .• ern +• <br />FILL PER ORIG. DESIGN <br />4' BUTTRESS <br />.o' <br />3' x 3' GABION BASKET, <br />FILL W/ 3" TO 8" RIPRAP COBBLES <br />FROM HENDERSON PIT <br />SEG I: 8.0' <br />SEG II: 9.0' <br />Ii <br />CANAL <br />EMBED GABION BASKET <br />1' INTO CANAL SUBGRADE <br />BUTTRESS FILL, PLACE AND <br />- 4---------------- - -- - -- <br />2.0 <br />20% <br />4' <br />O SAND DRAIN <br />STA. 79.00 <br />#5 STIRRUPS <br />(2 TOTAL) <br />SAND <br />O PIPE COLLAR <br />DETAIL <br />® PIPE COLLAR <br />DETAIL <br />APPROX. CURRENT <br />GROUND SURFACE <br />#5u BARS @12" <br />(SEE DETAIL) <br />T I <br />u BAR DETAIL <br />Wee BY <br />MOS <br />M. <br />UMW <br />MD BY <br />SMM <br />PEMMBat <br />RECORD ORAWNea <br />'TMs drawing together with any and all additions, <br />corrections, changes and alterations thereof ie the <br />property of Climax Malybdenum Company and Is <br />furnished on the express condition that it shall <br />not be reproduced copied lent, or disposed of <br />directly or indirectly, nor used for any other <br />purpose than for which it is specifically furnished <br />without the prior written consent of sold Climax <br />MotAdenum Company.' <br />ISSUED <br />REV No <br />DMNIMO MO <br />BEFEREMM <br />Henderson Ultimate Canal System <br />Civil <br />Canal <br />Miscellaneous Details <br />Climax Molybdenum Henderson Mill <br />Parshar. Calareoo <br />MDS <br />11/19/07 <br />11/19/07 <br />AMEITEOW <br />CFECKED BY <br />SMM <br />B GALE <br />As Noted <br />ORANING NO <br />UC-2-09 A <br />t <br />