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NOTES.. . EXHIBIT 2 <br /> 1. If the distance between cross—cuts are less then 15D' the entire area <br /> between cross®cuts shall be planed and resurfaced with ane (1) inch of <br /> A,§phalt Concrete. <br /> 2. The resurfacing requirements shall .be in addition to Oaunty Standard <br /> Drawing Ivo R-29. <br /> 3. - Resurfacing for Bell Doles shall meet these requirements. If excavation occurs <br /> within the shoulder or lane, only that area shall be resurfaced as shown, <br /> 4. If cross—cutting is performed on Local Roads at intervals less then 150' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> lien sof resurfacing. Section 3910.5 (Bm2). <br /> 6CD <br /> • U�U <br /> O <br /> CO <br /> D <br /> Paved Shoulder— c=� X m¢ <br /> [ L)14-- <br /> 4- <br /> r1 Q cc U <br /> 0 <br /> r <br /> I . <br /> 1 <br /> 1 W <br /> d j - • <br /> O <br /> O � � <br /> 10 <br /> O <br /> I [A <br /> 0 <br /> D <br /> .. Vpwed by- <br /> CROSS CUTING OF <br /> L M COUNTY ROADWAYS <br /> COQ OF S` 10A � <br /> ` D-E-2ARTh.�j OF_IIBiZIC € <br /> Dm=-n ty,—6ttc (C?�e Ia 8/24/12 <br />