|
•
<br />See /\late 'I Below
<br />10"Min
<br />1---6"Min,(Typ)
<br />OD
<br />+20"Min
<br />10"Min
<br />See /\Iote 2 Below
<br />Compact in 12"max
<br />layers to .a min relativecompactionof95%
<br />under pavement and
<br />90%outside pavement.
<br />~Existing~rc--!Pavement ,,--I
<br />10"Min
<br />»~"/':<»:~
<br />~'::(v---~~-/'~,--~---~-:<Var
<br />/:<"~Compact In 24"max ~>$OD+12"
<br />~layers to a min relative ~~.f~compaction of 85%,<>~
<br />\~Compact in 6"layers As//,,'-:./:;:::./,,'-:...:;::;,to a min relativecompactionof90%,
<br />_'OD+20"Min
<br />10"Min
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />than existing pavement,minimum
<br />thicker than existing base,min of 0,50 Ft.
<br />NOTES:
<br />'I,/\lew pavement shall be 1"thicker
<br />of 0,25Ft New'base shall be 1"
<br />2 Select native material or imported granular material as approved by the DirectorofPublicWorks,Backfill with materials equal to or better than the existingpavementandboseinquality,I3,Relative compaction of materials shall be tested In accordance withtheStateofCalifornia,Dept of Transportation Testing Manuals,testmethod/\la,California 216 or 231-4,All existing pavement sholl be neatly cut to line prior to trench .excavdtion,,5,Jetting or ponding will be'permitted within the street right-of-way witha3yearbond,when approved by the Dil'ector of Public Works,6,When shown by soil composition and compaetability,ninety percent (90%)compaction may be used,when approved by the Director of Public Works,7,Special bedding'and bCIckfill requirements may be shown on the plans orspecifiedinthespecialprovisions,
<br />"~\((~ry~"Approved by:
<br />~----/7;1~I:Ar~+\':::?Il\'~~1JIffP!BCA/L 1J'/RilE~C fHJiBJACfffUU:"s:,)',.--'..',(;,,~t-"'0tj~I,)i/''1'''\1'L (j '(9Q..,'-..1,/-.I'.'j ,.,"oJ:::\,
<br />No.Revision Description DateI.,iSLe;;kf'(}'ii :'\'fC"1-"""-1 ~r,,h:'~~COUNTY OF SAN JOAQUINI~\#1,'ti~?72~~:~~.$~
<br />DEPARTMENT OF PUBLIC WORKSI:~~~:~~~~_.~=:.'::~U::J__,..__._.._,..__....__...._~".._,.__.L?~~::.?~~_,~o,1.4.S:~.,?W.9.:_No,.....~~:~~~j
|