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Y OTESO <br /> EXHIBIT /� <br /> 1. ff the distance between cruse—cuts ire less then 150' the entire area <br /> between cross—cuts shall be planed and resurfaced with o'ns (9) inch of <br /> A�phaft CQncrete. <br /> 2. The resurfacing requirements shall be in ®ddMon to Co'unV Standard <br /> Droving No R-29, <br /> 3. - Resurfacing for Rett Holes sh-at-C meet hese requirements. if excavction occurs <br /> within the shoulder or lone, ordy that area shall he resU faced as shorn. <br /> 4. If cross—cutting is performed on Local Roods of intervals less then 150, <br /> Sect Coot for that half of the roadway containing the trench can be used in <br /> lieu of resurfccing. S®ctpon 391 (Bm2). <br /> CDr <br /> B 41 <br /> n tv <br /> U� <br /> Uv U <br /> U � • <br /> O� <br /> • J } 11 <br /> Paved Shoulder—�ai �-u X >< <br /> 00 <br /> Os_ <br /> f: - <br /> W <br /> T ( [ I q N <br /> d <br /> CD <br /> ' <br /> Ty • <br /> i <br /> • of j ( . . <br /> �a <br /> � V 4 � <br /> T O U <br /> ED <br /> CROSS CUITING OF <br /> COU"T ROADWAY'S <br /> a- <br /> OF SAN -TOAQURV <br /> �� or�r� cos € <br /> =.5I _ . <br /> QIr <br /> n � I c?e:kedd b�: a/I ref Y - <br />