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See Note 1 Below <br />~Existing-r--,Povem ent ~6"Min <br />,(Typ) <br />10"Min10"10"Min <br />,,\"See Note 2 Below;;Compact in 12"max <br />layers to .0 min relativecompactionof95%under pavement and <br />90%outside pavement. <br />6"Min~(Typ). <br />~.00+20"Min 00+20"Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES, <br />1.New p.ovement shall be 1"thicker than existing pavement,minimum <br />of 0.25 Ft New bose 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 sholl be tested in accordance with <br />the State of California,Dept.of Transportation Testing Manuals,test <br />method I~o.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 />a 3 year bond,when'approved by the Dil'ector of Public Works. <br />6.When shown by soil composition and compactobility,ninety percent (90%) <br />compaction may be used,when approved by the Director of Public Works. <br />7.Special bedding'and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Approved by: <br />No_Revision Desch tion Date