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NOTES. <br /> EXHIBIT I <br /> I. The resurfacing requirements shall be in addition to Od nt standard <br /> Drawing No. R-29. <br /> 2> If longitudinal Dins arc required on a Local Road a Seal coat can be. used <br /> for that half of the roadway containing the trench, Section <br /> Area to- be resurfaced with one <br /> inch Asphalt Concrete overlay existing <br /> surface to be planned to I r--t—paved Shoulder <br /> accommodate overlay_ Section <br /> 3910.2 <br /> w , <br /> I3' minimum. <br /> If <3' -the remaining pavement <br /> Ishall be removed and replaced <br /> before resurfacing. Section <br /> I 3910.2 (13-1), <br /> Area to be. resurfaced with one (1) <br /> inch Asphalt Concrete -overlay existing i <br /> surface to be planned accommodate I <br /> overlap, Section 3910.2 (B-2)_ Area to be resurface-d with one (1) <br /> inch Asphalt Concrete overlay existing <br /> surface-to be planned to <br /> accommodate overlay. Section <br /> I w 3910.2 (B—J)- <br /> LONGITUDINAL <br /> B-1)•LONGITUDINAL CUTTINGOF COUNTY ROADWAyS <br /> COUNTY 0, AN rOA U� <br />