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.1II <br />j <br />II <br />I <br />I <br />~10"Min <br />FLEXIBLE CONDUIT <br />-5e.~~'Ni5te '1 Below <br />RIGID COI,IDUIT <br />10"iviin-' <br />l'-IOTE5: <br />'1.New pavement sholl be 1"thicker than existing pavement,minimum <br />.of 0.25 Ft.~Iew base shall be '1"thicker thon existing base,min of 0.50 Ft. <br />2.Select native materi(]1 or irnpOl'ted granular material os oppraved by the Director <br />of Public Works.BockFil1 with materiols equal toOl'better thcm the existing <br />pavement and base in'quality. <br />3.RelCitive 'compclction of materiCils sholl be tested in Clccordance with <br />the state of California,Dept.of Transportation Testing wlanuols,test <br />method I~o.California 216 or 231. <br />if.All existing pavement shall be neatly cut to line prior to trench .excClvation. <br />5.Jetting or ponding will be 'penllitted within the street right-oF-way with <br />II <br />I <br />I <br />d 3 year bond,when approved by the Dil'ector of Public Works. <br />6.When shown by soil composition and compactClbility,ninety pelTent (90%) <br />compaction may be used,when clpproved by the Director of Public Works., <br />7.Special beddii1g'and backfill requirements may be shown on the plans or I <br />specified in the special provisions.I <br />u 10 Approved by' <br />'~h"'\LTn ~;~~1~'1I~.d "'~.;J',r'.d.f,,;;\;l~\C?l,ll~,\...1l1ffrJ ~CAll IRtE[I~CD1l ID\tI\C 1r{rFfi ~.tL>.~",~S)j~-=-~-<p'jJ/~lj '~.)\;~~.i">.:::J"-':-<'.\>\\)ii1;J';f.q'~'L ."'-)-.,,;i.~~';(,>~"I/''rJ:".,'{'-;\K.,.,.:..,~{,-"~~No.Revisjon Oe,cription Dote 1;,ei,--Ai+(J ,('.''''.fG3li"~'4\,,~~fl~;,~~;7i~~~'@l COUNTY OF SAN JOL'lQUTN I --I <br />DEl?ARTMEN1'OF PUBUC \'1ORKS <br />':;SV~ljt;ldhT~,~lVrw ~tr'T(~!LJ i ...~-.-.--.-_lE,?te:.DloC2014 std.Dwg.No.1l1J",~1lJ11bl~ <br />-'--...-"- <br />It""""."..,_..",,,.,_..,',.......,-._.._--"-.,,.