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NOTES; EXHIBIT I <br /> 1. The resurfacing requirements shall be in addition to Go'unty Standard <br /> Drawing Pio. R-29. <br /> 2. if iongit-udinal Duts arq required on a Local Road a Seal Coat can be use <br /> for that half of the roadway containing the trench. Section 3910.3 (p-9). <br /> Area. to- be resurfaced with one <br /> inch Asphalt Concrete overlay existing <br /> surface to be planned toPaved Shoulder <br /> accommodate overlay_ Section - <br /> 3910.2 B-2). <br /> w f <br /> 3' minimum_ <br /> If <3' -the remaining pavement <br /> shall be removed and replaced <br /> before resurfacing. Section <br /> 3910.2 (13-1). <br /> Area to be. resurfaced with one (1) <br /> inch Asphalt Concrete -over-lay existing ' <br /> surface to be planned accommodate I Area to be resurfaced with one•(1) <br /> overlay. Section 3910.2 (B-2)= inch Asphalt Concrete overlay existing <br /> surface-to be planned to <br /> accommodate overlay. Section <br /> w 3910.2 (B—I)- <br /> AD <br /> B-1).ADR by: <br /> - _ LONGITUDINAL CUTTING <br /> - � OF COUNTY ROADWAYS <br /> Dztg <br /> COLWIFY OF SAN TOA-Q � <br /> - DT—EPART MaUoFFu3r1cv-7oIR=K 1 P <br /> D-ru= by- IDg� S/24/12 <br />