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10" <br />00+20"Min. <br />'RfGJD CONDUIT <br />See Note 1 Below <br />EXisting <br />Pavement <br />?;j See Note 2 Below <br />,COnipact in 12"max~layers to a,'min relative <br />7'tompaction of 9570:)5 under pavement and?$90%outside pavement. <br />X Compact in'24"'max <br />X layers'to a min relative~'compadion of 85%. <br />Compact in 6"layerstoaminrelativecompactionof90%. <br />00+20",Min <br />FLEXIBLE CONDUtT <br />.NOTES: <br />1.New pavement shall be 1"i:~icker than existing p'avement,'minimum, <br />of 0.25.Ft.New base shall be 1"thicker thaR existing b.ase,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 existingpavementandbase,in quality... <br />3.Relative compaction'of materials shall be test~d in.accordance with <br />the.state of Califomid,Dept.of Transpbrtation Testing Manuals,..testme'thad No.Califomia 216 or 231. <br />4.All existing pavement shall be,neatly cut to line pri~r to trench e'xcavation.' <br />5.Jet,ting or ponding will be permitted within the stre~t 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 orspecifiedin'the ~peoial provisions. <br />Approved by: <br />No.Revision_Desen tion Date <br />COUNTY.OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKs <br />Dale:bEC ,2014 std.Dwg.No.