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See Note 1 Below-.-. <br />00+20"Min <br />10"10"Min <br />)' <br />~)' <br />~)' <br />~)' <br />~Ct.24"ompac In max <br />~layers to a min relative <br />~compaction of 85%. <br />Compact in 6"layerstoaminrelative <br />compaction of 90%. <br />,,<,,".see Note 2 Below;;Compact in 12"maxlayerstaaminrelative <br />compaction of 95%under pavement and <br />90%outside pavement. <br />o <br />00+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 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 with materials equal to or better than the existing. <br />pavement and bose in quality. <br />3.Relative compaction of materials shall be tested in accordance with <br />the State of California,Dept.of Transportation Testin'g Manuals,test <br />method No.California 216 or 231. <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 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 />Approved by: <br />No.Revision Desen tion Date <br />TYIPCAl TRENCH BACKFill <br />R-29 <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBUC WORKS <br />Dale:DEC 2014 Std.Dwg.No.Working for YOU