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See Note 1 Below <br />6"Min--j -=>- <br />(Typ)-,. <br />T3'-0" <br />Vt <br />_,00 ;~~+20"Min- <br />RIGID CONDUIT <br />10"Min 10" <br />00 <br />+20"Min <br />FLEXIBLE CONDUIT <br />1=~6"Min <br />IJV (Typ) <br />10"Min <br />I,OTES: <br />1,New pavement sholl be 1"thicker than existing pavement,minimum <br />of 0.25 Ft.New bose sholl be 1"thicker than existing bose,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 />J.Relative compaction of materials shall be tested in accordance with <br />the State of California,Dept.of Transportation Testing Manuals,test <br />method 1'0.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 C1pproved 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 />No.Revision Descri tion