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EXHIBIT I <br /> I. The resurfacing requirements shall be is addition to C�anty Standard <br /> Droning No. R-29. <br /> 2. If longitudinal cuts are required on a Local Road a Seal Coat can be, used <br /> for that half of the roadway containing the trench. Section 3910.3 (p1). <br /> Area to be resurfaced with one (1) { <br /> inch Asphalt Concrete overlay existing I <br /> surface to belanned to <br /> p f—f—Paved Shoulder <br /> accommodate overlay_ Section <br /> 3910.2 — <br /> w <br /> t <br /> 3' minimum. <br /> If <3' -the remaining pavement <br /> Ishall be removed and replaced <br /> before resurfacing. Section <br /> 3910.2 (B-1). <br /> • I - <br /> r ' <br /> I <br /> Area to be resurfaced with one (1) <br /> inch Asphalt Concrete 'overlay existing <br /> surface t6 be planned accommodate <br /> overlay. Section 3910.2 (8-2)- Area to be resurfaced-with one'(1) <br /> inch Asphalt Concrete overlay existing <br /> su,iace to be planned to <br /> EL accommodate Overlay. Section <br /> f w 3910.2 (13-1). <br /> br <br /> LONGITUDINAL CUTTING <br /> OF COUNTY ROADWAYS <br /> _ CO UNTY OF SA .TQA Q UA E <br /> DEPAP-MEWT OFPuB:aC WOE <br /> ��E.i-s�F �C PL T_�3•-_ . <br />