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See Note 'I Below <br />1='-6"Min <br />(Typ) <br />--10"Min <br />00 <br />+20"Min <br />10"Min10"Min <br />~E)(isting~r-f Pavement '\--j <br />':',;',',';,::'';'-:',:,"';,','-,<:,:'il:<.::'.::\'}.i'::,,',":c".;,'«~«,\.See Note 2 Below,,',\.~~/'Compact in 12"max \.,«,\.>:>layers to a min relative ~>:;fcompactionof95%'%--;' <br />under pavement and ~,--------:< <br />90%outside pavement.~~ <br />t.24"~\.<::-Compac In max >0 _'/00+12"~layers to a min relative ~/0 ~~~compaction of 85%.<)._~ <br /><-Compact in 6"layers fi ,~//"'\/'0/",\,,'\,/.to a min relativecompactionof90%. <br />00 <br />00+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 025 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 IVianuols,test <br />method INo.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 Director 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'and backfill requirements may be shown on the plans orspecifiedinthespecialprovisions.