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,_� <br /> .-. <br /> SEP 19 i9�<1 <br /> CITY OF EVERE7T NEW STRUCTURAL FILL <br /> In;p�ction Dept, <br /> `` ;�„. <br /> FINAL SLOPE GRADIENT � �Ep�=�11 ����H <br /> ISEE TEXTIH ���m�� <br /> �� EXISTING <br /> NEW STRUCTURAL FILL GRADE <br /> I�I���Ily <br /> '` �'U1�, <br /> - � y� � <br /> TYPICAL "BENCH" <br /> � ��'"^ �` ������� MINIMUM 4 FEET <br /> \` � h1�il;tu <br /> � WIDTH <br /> II'�11 ����� <br /> �f "KEY" <br /> 111=1�1=1q <br /> Ui_Ip <br /> EXISTING ��� <br /> GRADE <br /> Slope Fill Placement <br /> (Typical Cross Section) <br /> NOTES� 1. SLOPE SHOULD BE STRIPPED OF TOPSOIL AND UNSUITABLE <br /> MATERIALS PRIOR TO PLACING ANY FILL. <br /> 2."BENCHES" SHOULO BE MINIMUM 4 FEET WIDE. <br /> 3."KEY" SHOULD BE MINIMUM 2 FEET DEEP AND 6 FEET <br /> WIDE, EXTENDING THE FULL LENGTN OF THE SLOPE FACE. <br /> 4. FINAL SLOPE FACE SHUULD 8E DENSIFIED BY <br /> COMPACTION WITH DOZER OR ROLLER. <br /> 5. PLANTING OR HYDROSEEDING FACE WILL pEDUCE <br /> EROSION POTENTIAL OF SLOPE AREA. <br /> 6. NEW STRUCTUHAL FILL SHOULD BE COMPACTID TO <br /> STANDARD INDICATED IN THE TEXT. <br /> SLOPE FILL PLACEMENT <br /> �I'� ' .. <br /> � <br /> �lt�f I�i� � /• `� � <br /> �.'O11SI11L1tft! TM. 'i <br /> GCOTECMNICAL ENGIN[ERING a GEOLOGY P►oj. No. 2133 Dats Oct.'83 Plat! 1 <br />