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NOTES: <br /> ESR E(L [Eyl <br /> I. The resurfacing requirements shall be in addRion to CciuntY Standard <br /> Drawlag No. R-29. <br /> 2. €f iongftudinal arLLs are mquirad on a Lcbal Rood a ��i ��at �n be Basad <br /> for that half of the roadway containing the trencft. Seedon -3910.3 <br /> Area o- be resurfaced with one (1)inch Asphalt Concrete overlay existinTT <br /> Suriace to be planned to �—paved Shoulderaccommodate overlay- SectionY <br /> 3910.2 B-2). --— <br /> - I . <br /> I3' minimum_ <br /> If <3' -the remaining pavement <br /> Ishalt be removed and replaced <br /> ,- before resurf acing. Section <br /> 3910.2 (B-1), <br /> . I <br /> Area to be. resurfaced Ytilih one (1) <br /> inch Asphalt Concrete -overlay existing ' <br /> surface to be planned accommodate I <br /> overlay. Section 3910.2 (B-2)- —^tea to be resurfaced W-`h one'(1) <br /> inoh Asphalt Concrete overlay existing <br /> surface'Lo be planned to <br /> r accomrnodate overlay. Section <br /> I w 3910.2 <br /> 07. <br /> R <br /> COUATy O-Z SAN -TO-A-Q E <br /> s - �4 oF�rJc�o� I t <br /> 2�r��G <br />