Laserfiche WebLink
10" <br />Note 1 Below <br />10"Min <br />,,<"See Note 2 Below;;,.,)'Compact in 12"max~layers to a min relative,)'.compaction of 95%,,<'>under pavement ,and <br />~90%outside pavement.;; <br />~C.t.24"ompac In max~layers to a min relative <br />_~compaction of 85%. <br />/''',7~7~~Compact in.6"layers.to a min relative <br />compaction of 90%. <br />OD+20"Min OD+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 <luality. <br />3..Relative compaction of'materials shall be tested in accardance with <br />the Stale 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 approv.ed by the Director of Public Works. <br />6.When shown by soil composition and compactability,ninety percert (90%) <br />compaction.may be use.d,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 />TYPICAL TRENCH BACKFILL <br />No.Revision Descri tion Date <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Dale:DEC2014 Std.Dwg.No.