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.. <br />See Note 1 Below <br />Existing ::-\ <br />Pavement '\-"'1 <br />See Note 2 Below <br />Compact in 12"maxlayerstoaminrelative <br />compaction of 95%under pavement and <br />90%.outside pavement. <br />~;; <br />,/ <br />~,/ <br />~,/ <br />~;; <br />:-<Compact in 24"max <br />~layers ta a min relative <br />~compaction af 85%. <br />Compact in 6"layerstoaminrelative <br />compaction of 90%. <br />10"Min 10"Min <br />OD OD+20"Min.+20"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 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 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 witha3yearbond,when'approved by the Director of Public Works. <br />6.When shown by soil ~omposition and com'pactability,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 />Date <br />Approved by: <br />No.Revision Descri tion <br />Dote:DEC 2014.Std.Dwg.No._._------------ <br />COUNTY OF SAN JOAQUIN <br />DE?ARTMENT OF PUBLIC WORKS <br />------------_._------------