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See Note 1 Below <br />-[--6"Min <br />w (Typ),OJ;>.:',: <br />10" <br />See Note 2 Below <br />Compact in 12"max <br />layers ta a min relative <br />compaction of 95%under pavement and <br />90%outside pavement. <br />10"Min <br />~Existing-\r-,Pavement ,,--r <br />i>"::r ~ <br />7'0">7JH-~~::,;:~>---------)",'(---------,'("--------" <br />Var S0 ===--==\"--,~1'-/-,'/S0 -y ."V »:S)Compact In 24 max,\'()~layers to a min relative <br />OD/2 .~.~compaction of 85%. <br />.'".~/~/,~/,,~/,,~,,~<-Compact in 6"layel-s <br />ta a min relative <br />compaction of 90%. <br />6"Min---j <br />(Typ)-.- <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 existingpavementandbaseinquality. <br />3.Relative compaction of materials shall be tested in accordance with <br />the State of California,Dept of Transportation Testing Manuals,testmethodNo.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 />d 3 year bond,when approved by the Director of Public Works. <br />6.When shown by soil composition and compactability,ninety percent (90%) <br />campaction may be used,when approved by the Director of Public Works. <br />7.Special bedding'and bClckfil1 requirements may be shown on the plans orspecifiedinthespecialprovisions. <br />Approved by: <br />No.Revision Oescri tion Date