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4 r,7 Fz MA, C-- <br />r-, I (,- -v f-, N IN K <br />IA VaM NAT eT LIA t, 17 T Aq r,2 <br />lWIVr-, TIT,.P "21 ANrl <br />Ac5 I 1. CIA —I N 4:!5 UHFr <br />No 13 ARf-:'Al, F Of;z, A5 U, I-r2 i4og e9d WH <br />Oeo ri eH U H I T <br />9P- OrU- IS 6 W A OH qA <br />I IrF-0YtWF;_TIT- W- <br />MM L-OT_ A 6i <br />Trar, oty <br />v, HA <br />1174 0- <br />imK_ <br />7T <br />rP <br />It, M rA I L S, C;, <br />Hr_F_T M-2 rOK rumr Wa <br />L ENV TCL, e) P") <br />UrILITy V^, <br />r_eMp 4, or gwros, Kk*H rrlorrl KTY <br />WHFI, M I \, <br />1. <br />Bockfill <br />with <br />materials equal to or A better t ' <br />hon the existing pavement in quolity <br />and thickness. ffxis ing <br />Pavement T 0 <br />Corn <br />In 12 max, lay IM to <br />in, 01 M relativeamccn-qxxficn 1 Typ') of 95%' <br />Oundw Pavement ond z1volders, ond 90% <br />outside shwiders, Cornpoct <br />in 24" <br />mox. layws mm to a <br />minimum <br />Yp r0otive Compoclion <br />of <br />60 %, C <br />Compoct in <br />6" <br />layers le O D, <br />lom to a rnir <br />nwvn O. D* Ict" <br />relative compaction 0. <br />D+ 200 <br />Ma"L 00 90%, 20" Max UNDER PAVEMENT OUTSIDE <br />SHOVLDER AND SHOULDER. MISM <br />L Relative <br />compoctiort <br />of material,& "I be tested ityy the Stale of California® Dept. of Transportation <br />Testing Manual, test method No. Colilwia 216 w 234 2- All existing <br />pavement shall be neatly cut to line priot to french excavation, No jotting or <br />pooding shall be p*rrnitted within Ih* street Right of Woy. 4, Wtwn shown <br />by "I composMon ovW compoctibifily, ninety percent (90%) convoction may be <br />used, when opp"yv*d tyy the it tow 0 PuNic Works MOT TO M <br />r H - <br />r e7( IN 10 WHK <br />FMf_ <br />NN/ ' <br />UVW Wr%-L AHV <br />To4,HK MrAlt, I L P, <br />M, <br />M <br />M <br />M, <br />aM <br />X <br />M <br />1. <br />117, <br />to <br />g <br />g Yl <br />0,