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I'WTES, <br />'1,New pavement shall be 1"thicker than existing pavement,minimum <br />of 0.25 Ft.New bose sholl be 'I"thicker thon existing bose,min of 0,50.Ft. <br />2,Select native material or imported granular material as approved by the Director <br />of Public Works.Backfill wi.th materials equal tOOl'better theln the existing <br />pClvement and base in quality. <br />3,RelCiUve 'compoci:ion of 'materials sholl be tested in C1ccordance With <br />the std"(e of Califomio,Dept.of TrClnsportntiol'l Testing Manuals,test <br />method I~o,California 216 or 231. <br />4,All existing pavement shall be neatly cu'(to line prior to t,-snch excClvation. <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 and compaetCibility,ninety percent (90%) <br />compoction Illay be used~when approved by the Oirector of Public.Works <br />7,Speciol bedding'Clnd bockfill requirements may be shown on the plans or <br />specified in the special provisions. <br />I <br />1 <br />~00 ,~+20!l Min <br />FLE)(IBLE CONDUIT <br />00 "20"Mill <br />RIGID COI,IDUIT <br />".~.~-See"'i~ote I Below ---- <br />~Exls"Llng-\~ <br />6"Ivlm--=-I 1:"-Jf 6"--1 r--l Pavement '\--I --6"\.-;"1 1='~6"Min(Typ)~!!Jm~~~~~~~lmjl~nzmJ2~,J?'I'W (Typ).,,."I ,.,'.'.,"',.',.':'r.'."'"..:."('/:'J";.!.;.T~.~,.~'~'~ee Not~2Below .~~..,~ <br />3'-0"S0'A'Compact in 12"max~v ~3'-0"J (?('~layers to .0 ":,in relative ~~V~>:<_=========/:<compdc1lon aT 95%)Y-========-:<I )'=======~=:»un~er p,ovement and ~V , <br />Val'»W1----.--,"",,-;;'9070 oLllslde pavemenA,«,-;;.1"--,'/",'//::<_,i;-:'</:'{:'<V »:=/C 0'0/---~Compact In 24"maX >'..~'V »>00+'12",,\'7'-~layers to a mm j'elalive ~0 ~1 <br />00/2 S0-~~compClction of 85%(:),='~~ <br />A ~[«'-0;\:\S.,,"'o<..'0!~<--compact In 6':layers A ~y.~>~~"".;;::syIto0minrelauve <br />compaction of 90% <br />10"IVI!n-'~OO~10"Min 10"MIIl-""'~--00----W"Mill <br />II' <br />I <br />I,i!I <br />I