Laserfiche WebLink
• <br /> STRUCTURAL FILL REVERSE SLOPE TO DRAIN (SEE NOTE 3) <br /> 11W 211&" <br /> 2 ,. �y <br /> TOE OF 1 °kt. �� <br /> NEW SLOPE �!� ©1--6'--1 <br /> 11 !STING <br /> OPE TOE \ 1i-6'----1 TYPICAL SLOPE BENCH (MAY <br /> �� l• 1 REQUIRE SUBDRAIN IF SEEPAGE <br /> _,��`+�` • 1 CONDITIONS ARE INDICATED) <br /> 1--6'--I <br /> • O TOE BENCH CUT AND <br /> IF-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) AO — 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 /> GENERALIZED SLOPE FILL DIAGRAM <br /> :".:`' Terra Associates, Inc. MTORRES AMERICA BUILDING <br /> . " Consultants in Geotechnical Engineering EVERETT, WASHINGTON <br /> `..:'• .. Geology and <br /> Environmental Earth Sciences <br /> Proj. No.T-7364 Date FEB 2016 Figure 3 <br />