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00+20".Min <br />10"-10"Min <br />00+20"Min <br />.See N.ot~1 BeloVl~ <br />.r-::ExlStrng::-\.\-.6~Mif:i~r--6''---jr-I Pavement \4J::::\=::Lt'-'-6=-Min <br />(IYP)/TI'):1~~';~;Ir~.,(Iyp)T ~~See Note 2 Below ~..~... <br />3'-0"s::c r Compact in 12"max ~..-!f.3'~V0"11".2'I '.I ,."2'.t ~~.ayers L~a.'mrn re Olive ~,,<&~'--------,,,<compaction of 95%~> <br />"~"under pavement cind 0 ~Var ~~90%outside pavement..~,~4,,<C<.'"\.'<,,,<,,"'Compact .In 24 max ,,"''7 OD--!-.12"£'~layers'to a min re/"ative ~:i '..00/2 ~-!j.'compaction of 85%.,<"~. <br />A ".~r\.~~h'\');r Compact in 6"layers .r to a min relativecompactionof90%. <br />10"Min <br />r <br />'RIGiD CONDUIT FLEXIBLE CONDUiT <br />.NDTES: <br />1.New pavement shall be 1"-[hicker than existing p'ovement,minimum. <br />of 0.25.Ft.New base shall be 1"thicker thOR existing base,min.of 0:50 Ft. <br />2.Select native [naterial or.imported granular materiel as approved by the Director <br />of Public Works:Backfill with materials equal to or beUer than the existingpavementandbase,in quality.. <br />3.Relative compaction'of materials shall be teste;d iii.accordance with <br />the-state of California,Dept.of Transpbrtation Testing Manuals,..testmethudNo.Caljfornia 216 or 231. <br />4.All existing pavement shall be.neatly cut to line pribr to trench e.xcavatioll,..' <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.Wlien shown by soil composition and compactability,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 orspecifiedinthespeoialprovisions. <br />Approved by: <br />No.Revision.Descli tion Date <br />COUNTy'OF SAN JOAQUIN .1 <br />DEPARTMENT OFPUBLTC WORKs <br />Date:bEC .2014-Std.Dwg.No.