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See Note 1 Below.-.-. <br />See Note 2 Below <br />Compact in 12"max <br />layers ta a min relative <br />campaction of 95%under pavement and <br />90%outside pavemei;lt. <br />10"Min <br />Existing <br />Pavement <br />10" <br />3'-0"L <br />.Var <br />10"Min <br />OD+20"Min <br />OD <br />+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 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 Oescri ticn Date <br />R-29 <br />TYIPCAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />D~AR~OFP~UCWO~S <br />Date:DEC 2014 Std.Dwg.Na.Working for YOU