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See Note 1 Below <br />r-;,EXisting-\~!Pavement '\-""l <br />See Note 2 Below <br />Compact in 12"maxlayerstoaminrelative 3'_0" <br />V <br />Var <br />-10"Min <br />r-~6"Min <br />lW (Typ) <br />S0 ~~/C<~:>~':;f>-========-~ <br />10"Min10"Min <br />:.'~':.:::,;::'.c.::. <br />__00 !. <br />+20"Min 00 <br />+20"Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES: <br />i.New pavement sholl be 1"thicker than existing pavement,minimum <br />af 0.25 Ft.New base shall be 1"thicker than existing base,min of 0.50 Ft <br />2.Select native material or imported granular material as approved by the Director <br />of Public Works.Backfill with materials equal to or better than the existingpavementandbaseinquality. <br />3.Relative compaction of materials shall be tested in accordance with <br />the State of California,Dept.of Transportation Testing Manuals,testmethodNo.California 216 or 231. <br />4.All existing pavement shall be neatly cut to line prior to trench excavotion. <br />5.Jetting or ponding will be.permitted within the street right-of-way with <br />o 3 yeor band,when opproved by the Director of Public Works. <br />6.When shown by soil composition Clnd compactobility,ninety percent (90%) <br />compClction may be used,when approved by the Director of Public Works. <br />7.Special bedding'and backfill requirements may be shawn on the plans orspecifiedinthespecialprovisions.