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See Note 'I Below <br />6"Min--r(Typ),-, <br />r]'-0" <br />~ <br />fVar <br />V <br />00/2 <br />~E><isting::-\r-f Pavement "\---r <br />See Note 2 Below <br />to_a min relative. <br />compaction of 95%under pavement and <br />90%outside pavement. <br />r-6"Min(Typ) <br />10"Min-----<-00 -' <br />~"00+20"Min <br />'10"Min 10"Min--=00 <br />~00 <br />+20"Min <br />~10"Min <br />RIGiD CONDUIT FLEXIBLE CONDUIT <br />NOTES, <br />'1.New pavement shall be 1"thicker than existing pavement,minimum <br />of 0,25 Ft.New bose sholl be 'I"thicker than existing base,min of 0,50 Ft. <br />2,Select native materi,:J1or imported granular material as approved by the Director <br />of Public Works.Bockfill wjth materials equal to or better than the existing <br />pavement and base in quality. <br />3,Relative compaction of materials shall be tested in accordance with <br />the State of California,Dept.of Transportation Testing Manuals,test <br />method No,California 216 or 231, <br />4,All existing pavement shall be neatly cut to line prior to trench excavation, <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 compactability,ninety percent (90%) <br />compaction may be used,when approved by the Director of Public Works. <br />7,Special bedding'ond backfill requirements may be shown on the plans or <br />specified in the special provisions,