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STABILIZATION FILL FOR UNSTABLE MATERIAL <br />EXPOSED IN PORTION OF CUT SLOPE <br />REMOVE: UNSTABLE MATERIAL <br />NATURAL SLOPE <br /> 15' MINIMUM 1 <br />A A ./PRPPOSED FINISHED GRADE <br />-. %44'//Pal <br />UNWEATHERED BEDROCK <br />/ / '9% i OR APPROVED MATERIAL <br />H 2 <br />yo--<-000' REMOVE. UNSTABLE //*c\Vt, CA <br />I1 <br />; 1* M <br />MATERIAL .12* -COMPACTED STABILIZATION FILL <br />W <br />1 <br />-I-*- <br />E¢*7719711¥\INIMUM TILTED BACK <br />w ./ >I IF RECOMMENDED BY THE SOILS ENGINEER AND/OR ENGINEERING <br />2' GEOLOGIST. THE REMAINING CUT PORTION OF THE SLOPE MAY <br />' - REQUIRE REMOVAL AND REPLACEMENT WITH COMPACTED FILL. <br />NOTE: 1. SUBORAINS ARE NOT REQUIRED UNLESS SPECIFIED BY SOILS ENGINEER AND/OR ENGINEERING GEOLOGIST, <br />2. -W' SHALL BE EQUIPMENT WIDTH (151 FOR SLOPE HEIGHTS LESS THAN 25 FEET. FOR SLOPES GREATER' <br />THAN 25 FEET -W- SHALL BE DETERMINED BY THE PROJECT SOILS ENGINEER AND /OR ENGINEERING <br />GEOLOGIST. AT NO TIME SHALL -W' BE LESS THAN H/2. <br />PLATE EG-8