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■■1 <br />0 <br />] 0006c <br />1 <br />000117 <br />] 000Z17 <br />_I <br />000P17 <br />] 0001717 <br />57000 <br />N <br />56000 <br />N <br />0 <br />5 <br />55000 <br />N <br />54000 <br />N <br />0 <br />54 • <br />53000 <br />N <br />0 54° <br />52000 <br />N <br />51 000 <br />N <br />0 5 M ° <br />4 <br />54° <br />50000 <br />N <br />N <br />SCALE <br />0 <br />(1 <br />350 700 <br />FEET <br />=700 <br />LEGEND <br />1 1 RECOMMENDATION FLATTER THAN DESIGN <br />1 RECOMMENDATION STEEPER THAN DESIGN <br />PT CONTOUR <br />SECTOR RECOMMENDED <br />1 5 NUMBER 520 RECOMMENDED <br />SLOPE ANGLE <br />(DOUBLE BENCHING) <br />2011 \MLE2 PERMIT STUDY \REPORT <br />CALL & NICHOLAS, INC. <br />TUCSON, ARIZONA USA <br />RECOMMENDED MLE2 <br />INTERRAMP SLOPE ANGLES: <br />MAIN C R E S S O N <br />CRIPPLE CREEK & VICTOR <br />DRAWN <br />DATE <br />LMC 08/11 <br />REVISED <br />�10�2011 12 o7 PM <br />\CHAPTER <br />1 — EXECUTIVE SUMMARY \ACAD \FIG 1 -01 — CRES ANGLES DWG <br />SCALE 1" =700 1 FIGURE 1 -1 <br />