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STRUCTURAL FILL- REVERSE SLOPE TO DRAIN (SEE NOTE 3) <br /> Nio., <br /> ..,40:,.....,scimic.: <br /> 4. <br /> N iri, <br /> 1414*414 <br /> 2 �1 <br /> TOE OF 1 & 1 <br /> NEW SLOPE ` " I--s'--I <br /> 44* 0 <br /> 1:s4 <br /> 6441111'4':1"fri 1 <br /> OPE TOE .... �--6' <br /> , Ater iiNth, <br /> TYPICAL SLOPE BENCH(MAY <br /> liSit‘w lit"ad ' <br /> ISkr... . ° <br /> REQUIRE SUBDRAIN IF SEEPAGE <br /> CONDITIONS ARE INDICATED) <br /> 0 TOE BENCH CUT AND <br /> 1--6' —I DRAIN (SEE NOTE 1) <br /> KEYWAY AND DRAIN <br /> (SEE NOTE 1) <br /> NOT TO SCALE <br /> NOTES: <br /> 1) DRAINS SHALL CONSIST OF 6"DIAMETER PERFORATED PVC PIPE ENVELOPED <br /> IN 1 cu.ft.OF WASHED 3/4"MINUS DRAINAGE GRAVEL. <br /> 2) 0 - TOPSOIL REMOVAL THICKNESS BETWEEN KEYWAY AND BENCHES. <br /> © — VERTICAL ELEVATION DIFFERENCE BETWEEN TOP OF LOWER BENCH <br /> BACKCUT AND UPPER BENCH ELEVATION. <br /> 3) RECOMMENDED PRIOR TO ESTABLISHMENT OF PERMANENT EROSION CONTROL <br /> MEASURES AND SITE DRAINAGE. <br /> . ':* Terra GENERALIZED SLOPE FILL DETAIL <br /> AY CENTER <br /> s KY�V®d,'� iVERETSEAT, WASHINGTON <br /> ����:� •Y* A��c��ciafi+��!! Inc.Ing. <br /> Consultants in Geotechnioal,Engineering <br /> Geology EarthaPro No.T-7342 Date JAN 2016 Figure 3 <br /> EnviroitntentalSciences 1• g <br />