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10"Min10"Min <br />See Note 2 Below <br />Compact in 12"maxlayerstoaminrelative <br />compaction of 95%under pavement and <br />90%outside pavement. <br />See Note 1 Below <br />10"Min <br />~Existing-r--f Pavement <br />.:.'~r ~,~-,'0":><)"J-~" <br />-f ~-========-~'.'-------->v~r ~-------:~ <br />I /x;:<V »;Compact in 24"max > <br />~~,~layers to a min relative ~ <br />OD/2 ,~!!compaction of 85%.A(:)''."<-/,•7.0./.Compact in 6"layers ., <br />to a min relative <br />compaction of 90%. <br />6"Min--j <br />(Typ)-.' <br />10"Min <br />~.00+20"Min 00 <br />+20"Min <br />RIGID COi\IDUIT 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 existing <br />pavement and bose in quality. <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 No.California 216 or 23 'I. <br />4.All existing pavement sholl 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 Directol'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 Descri tion Date