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See Note 1 Below--..--- <br />10"Min <br />Existing <br />Pavement <br />10"Min <br />6"Min---j <br />(Typ)T'.'''.~.;~.:';!;.,c"::::""i'>Y"';;-"'i".~~ <br />"'>See Note 2 Below3iO"~;Comp'";0 ,,"m"/~~layers to a min relative~.'~========,~compaction of 95%\-"';under pavement and <br />Var ~~90%outside pavement.j ~~Ct.24";'ompac In max <br />\-~layers to a min relative <br />00/2 ~~compaction of 85%. <br />,.~7 /;::::'7'0./;::::''-;::::'Compact in 6"layerstoaminrelative. <br />compaction of 90%. <br />00+20"Min 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 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-af-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 />No.Revision Descri tion Date <br />~. <br />4t~ <br />Working for YOU <br />Approved by: <br />TYIPCAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBUC WORKS <br />Dale:DEC 2014 Std.Dwg.No.8-29