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._----------------------------------------- <br />See Note 1 Below <br />10"Min10"10"Min <br />Existing;:-'\ <br />6"Min--j Pavement '\---j j-6"Min <br />(Typ),(Typ)T ;,..1:.~~~~l;.::,.:,:,::."'t::.t.'"..i,',,(;'.":;':""';'~ee Note 2 BelOW;";';"'!):';'i .,,~).U..'~::l.;',:.•:'\'\'.;':.,~,.;.'d, <br />3'-0"~Compact in 12"maxH'~layers to a min relative>,)'compaction of 95%~--------Sf;under pavement and <br />Var ~~90%outside pavement.i ~~Compact in 24"max"Sf;layers ta a min relative00/2 ~~compaction of 85%. <br />.'.0:,,'>.,,~,'>.'~.Compact in 6"layers.to a min reiative <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 materipl or imparted granuiar 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 />No.Revision Oescri tion Dote <br />COUNTY OF SAN JOAQUIN <br />.DE?ARTMENT OF PUBLrC WORKS <br />Dale:DEC 2014.Std.Dwg.No.ffl6.~2!0----._------