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<br />,10"Min--~OD-
<br />00+20"Min
<br />FLEXIBLE CONDUIT
<br />Sei?"Note 'I Below
<br />00 ,~20"Min
<br />RIGID CONDUIT
<br />I,OTES:
<br />'I,1\l8W pavement sholl be 1"thicker than 8)(isting pavement minimum
<br />.of 0,25 FL New base sholl be 'I"thicker thon existing bose,min of 0,50 Ft.
<br />/2,Select native moteriCiI or imported gronular material as approved by the Director
<br />erf Public Works.Backfill with materials equal to 01'better thon the existing
<br />pavement and ..bose in 'quality.
<br />3,Relative compoci:ion of 'moteriols sholl be tested in C1ccordance with
<br />the Std(e of Califomia,Dept of TransporiDtion Testing Manuals,test
<br />method No,California 216 01'231.
<br />LI,All'existing pavement shall be neatly cut to "Iin~prior to tl'elKh .excavation.
<br />5,Jetting or panding 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 dnd compadClbility,ninety pelTelTc (90%)
<br />compaction may be used,when Clpproved by the Director of Public Works.
<br />7,Special bedding .and bClckfil1 requirements may be shown on the plans or
<br />specified in the special provision~.
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<br />I -~~.t71 I Approved by:I'''~(1",1 P \l'~;;t&~~1~'I -\,I,,~.:),-t
<br />(V'~Vl~,"-:~~JV"l''\.1IlffFJ ~CffillL 'fliliE [l~C!Hl lElA\CrY£filU Ii~\""~'7~;'.'~'7 'I A"'''-'''Sj ..•.-..,10(1T;!"E.t~Y'~1?L..,f'~,~>,".9",;)li~~:3~~~~~:('-~'\.,;:';.1 ~rY.zl~<;/t/!E£F Revision Description Dote
<br />I t~~~l,.?\\~,'f ..r,,-,_~).'.-',.j ~'>.~D
<br />~'\~i'"t~.;r!~:tt~~;~.~COUlVTY (]rP'SAN JOAQUIN :1
<br />~",~g))I.aEP ARTil/JENT o.F PUBLIC \VORKS
<br />fiI)~~')'t7{)1[(_",_.L~>:-t~,DICe 20H Std Dwg.No.
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