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64000 <br />w <br />0 <br />0 <br />0 <br />0 <br />N <br />w <br />0 <br />0 <br />0 <br />L <br />0 <br />w <br />0 <br />0 <br />0 <br />co <br />0 <br />w <br />0 <br />- 0 <br />0 <br />r- <br />0 <br />w <br />0 <br />0 <br />0 <br />PO <br />0 <br />w <br />0 <br />0 <br />0 <br />0 <br />0 <br />w <br />0 <br />0 <br />0 <br />0 <br />d <br />• <br />w <br />0 <br />0 <br />0 <br />w <br />0 <br />0 <br />0 <br />c „ <br />dL <br />w <br />0 <br />0 <br />0 <br />r0 <br />w <br />0 <br />0 <br />0 <br />63000 <br />N <br />( 52° <br />1 <br />6 41° <br />62000 <br />N <br />9 <br />45° <br />10 40 <br />Adll•lr. <br />51° <br />0 <br />45° <br />61000 <br />N <br />13 <br />52° <br />11 <br />' 5 <br />lig <br />60000 <br />N <br />48° <br />59000 <br />N <br />1 <br />4 5 <br />-- Noluk — Z <br />_ii*____StO___ <br />0 <br />SCALEI <br />`z <br />350 700 <br />1FEET <br />(1 =700) <br />aN3a31 I <br />I 1 RECOMMENDATION FLATTER THAN DESIGN <br />I I RECOMMENDATION STEEPER THAN DESIGN <br />00 CONTOUR <br />NUMBER INTERRAMP SLOPE ANGLE <br />(11) SECTOR 52 o RECOMMENDED <br />(DOUBLE BENCHING) <br />\2011 \MLE2 PERMIT STUDY \REPORT \CHAPTER <br />CALL & NICHOLAS, INC. <br />TUCSON, ARIZONA USA <br />RECOMMENDED <br />SLOPE ANGLES: <br />HILL, & <br />MLE2 INTERRAMP <br />WHEX GLOBE <br />SCHIST ISLAND <br />CREEK & VICTOR <br />DRAWN DATE REVISED <br />LMC 08/11 11/10/2011 1 40 PM <br />CRIPPLE <br />1 - EXECUTIVE SUMMARY \ACAD \FIG 1 -02 - WHEX -SIGH ANGLES DWG <br />SCALE 1 " =700' FIGURE 1 -2 <br />