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See Note.1 Below <br />OD+20".Min <br />10" <br />OD+20"Min <br />'r-;:E,~isting;:--\.6~Min~6:7:i,.l:~Pavement \:1r=,~::"!:::Ll:-'-6~Min <br />(YP)r ~~~':'~~"";',il;""f.b~;!~!.;\}1ij_');:;"';;'N":/%iktti (yp)J"~~See ~o.te 2."Below ~~3'~O'".3 -0 .::::f..Conipa~'[In 1?ma~.\'..::::f.t ,';!-fJ.layers '[~a.'mrn rela'CIVe ~;;A ).--------,7 compaction of 95%)-I ~--------:5 under PLa~ement ond.~ <br />Vcr .::::f.::::f.90%oUlslde pavemen:A'£.:'I ).~..~V ~Compact .in 24"ma.x ~,,~,::::f.layers'to a min relalive \'OD/2 ,,<~'compad/an of 85%.A'" <br />.,.~7 CompacJ in 6:'.layersloaminrelmlvecompactionof90%. <br />10"Min <br />r <br />"RIGID CONDUIT FLEXIBLE CONDUtT <br />.NOTES: <br />1.New pavement shall be 1"'lhicker than existing p'avement,mlnlmum. <br />of 0.25.Ft.Nev.base shall be 1"thicker than existing base,min'of 0.50 Ft. <br />2.Select native material or.imported granular materiel as approved by the Director <br />of Public Works:Backfill with materials equal to or better than the existingpavementandbase.in quality.. <br />3.Relative compaction'of materials shall be tested in.accordance with <br />the.State of California,Dept.of Transpbrtation Testing Manuals,..testme'tha.d 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.Wnen 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 orspecifiedin'the ~peoial provisions. <br />Approved by: <br />No Revision.Desc.ticn Date <br />COUNTY.OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKs <br />Dale:bEC .2014 Std.Dwg..No.