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1~r-61!Min <br />(Typ) <br />OD"Z +20"Min <br />10"Min10"Min <br />OD <br />-<oq+20"Min <br />6"Min4 <br />(Typ)'-.' <br />J".~'~>'i""i'~ee Note 2 Below <br />3 -0 .~~-Compaet in 12"maxH\~layers to a min relative)----------,/compaction of 95%.~-========-~under pavement and <br />Var .~===--==~-,,\<90%outside pavement.1'--'v~~-C<.";V;Compact In 24 max / <br />,~layers to a min relative ~ <br />OD/2 ~~compaction of 85%.~_ <br />,0/"Ct.6"I J (,."..,y ompao In ayers .,ytoaminrelativecompoctionof90%. <br />RIGID'CONDUIT FLEXIBLE CONDUIT <br />NOTES: <br />1.New pavement sholl be 1"thicker than existing pavement,minimum <br />of 0.25 Ft New bose sholl be 1"thicker than existing bose,min of 0.50 Ft. <br />2.Select native material or imported granular material as approved by the Director <br />of Public Works.Backfill wjth materials equal to or better thon the existingpavementandbaseinquality. <br />3.Relative compaction of materials sholl be tested in accordance with <br />the State of California,Dept of Transportation Testing Manuals,testmethodNo.Colifornia 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 moy be shown on the plans orspecifiedinthespecialprovisions. <br />Approved by: <br />No.Revision Description Dote