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NOTES.o EXHIBIT <br /> 1. If the distance between cross—cuts are less then 150' the entire area <br /> between cross—cuts shall be planed and resurfaced with one (1) inch of <br /> A§phalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to Counter Standard <br /> Drawing No.- R-29. <br /> 3. Resurfacing for Bell Holes shall meet these requirements. If excavation occurs <br /> within the shoulder or lane, only that area shall be resurfaced as shorn. <br /> 4. If cross—cutting is performed on Local Roads at intervals less then 150s a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> lieu of resurfacing. Section 3910.3 (B®2). <br /> - r <br /> II 41 <br /> U�U <br /> II � <br /> :3 U <br /> � O <br /> �+ - <br /> Q <br /> Paved Shoulder— <br /> II0 <br /> o <br /> w <br /> O <br /> D <br /> 1 <br /> zl j <br /> W <br /> J 41 <br /> 4 <br /> + O <br /> O <br /> a PIC, <br /> CRSS CUTTING OF <br /> COUNTY ROADWAYS <br /> DUon <br /> 00EWFY OF ,SAN -TOAQUEV <br /> DEPARTIYE NT OF PUBLIC-Wop_KS <br /> --- Drown b�- 6k - ICh-- <br />