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See Note 1 Below <br />Var <br />10"Min <br />r-6"Min(Typ) <br />~::<C>00+12" <br />~.t~ <br />10"Min <br />Existing <br />Pavement <br />See Note 2 Below <br />Compact in 12"maxlayerstoaminrelative <br />compaction of 95%under pavement and <br />90%outside pavement. <br />10"Min---00 <br />6"Min--j <br />(Typ)','>,),.-~-.3To".~.0/1 ~~t ~-========-~vr /,,-/~_~~,,,-'.<Ct.24"ompac In max"-::>layers to a min relative <br />00/2 ~~compaction of 85%."- <br />.,,//'0./'0./;.,",,"Compact in 6"layerstoaminrelativecompactionof90%. <br />00+20"Min 00 <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 compactobility,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 />TYP~CAL TRENCH BACKFILL <br />No.Revision Descri tion Date <br />WO:ddDg'for YOU... <br />COUNTY OF SAN JOAQUIN <br />DEPART1vlENT OF Pln3LTC WORKS <br />Dote:DEC2014 Std.Dwg.No.