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3' TYPICAL <br />BLANKET FILL IF RECOMMENDED - <br />BY THE GEOTECHNICAL ENGINEER <br />TOP WIDTH OF FILL <br />AS SPECIFIED BY THE <br />GEOTECHNICAL ENGINEER <br />COMPETENT MATERIAL ACCEPTABLE <br />TO THE SOIL ENGINEER <br />COMPACTED FILL 3 <br />A <br />FACE OF FINISHED SLOPE n \L 153% <br />¥y <br />10' TYP. <br />I 1 <br />l <br />BENCHING DIMENSIONS IN ACCORDANCE <br />1 WITH PLAN OR AS RECOMMENDED <br />BY THE GEOTECHNICAL ENGINEER <br />2' MINIMUM - <br />KEY DEPTH <br />. <br />KEYWAY WIDTH, AS SPECIFIED <br />BY THE GEOTECHNICAL ENGINEER <br />- MINIMUM 1' TILT BACK <br />OR 2% SLOPE <br />(WHICHEVER IS GREATER) <br />STABILIZATION FILL DETAIL <br />GRADING GUIDE SPECIFICATIONS <br />NOT TO SCALE 4 -.„.,„- SOUTHERNDRAWN: JAS <br />CHKD: GIOA F'll#I/ CALIFORNIA <br />GEOTECHNICAL <br />PLATE D-5 --- <br />......