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Factor of Safety: 1.801 <br /> 0 <br /> I(o <br /> Stable <br /> Toppling <br /> Sliding <br /> Bench Width 50 ft <br /> Upper Slope Angle 2° <br /> 0 <br /> a � <br /> Slope Angle 85° <br /> 2. ft . <br /> c) Slope Height 40 ft �� <br /> Block Base Angle 25` <br /> 1 Overall Base Inclination 35° <br /> o - <br /> 0 <br /> N <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> Ana/ysisDescnlxion Individual Bench 6640 - Rock Toppling Analysis <br /> 1 Drawn By Com/�ny <br /> SMJ GEI Consultants, Inc <br /> OCioPPLE 1.005 Date 5/24/2017, 3:20:30 PM JAlfAll Data Individual Bench 6640 Direct Toppling West Facing.rtop <br />