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EXHIBIT 2 <br /> 9. [-I- the distance Between crass—cuts -are f e-ss trier, 150'r the entire area <br /> between cross—cam shall be planed and resurfaced with one (9) inch of <br /> Aphalt Concrete. <br /> 2.. The resurfacing reguirer mis shall be in addition io Co'unv Standard <br /> Drawing No.- R-29. <br /> 1 • Resurfacing for Be-If Boles sluff meet these requirements. if exaavation occurs <br /> • witFzin the shoulder or lane, Only that area sh011 be resurfaced Ls shown. <br /> 4. If cross—cuiting is performed on Cowl Roods ct interrcls fess then 15C)' a <br /> Seal Coot for that half of the roadway containing the trench can be used in <br /> fieu of resurfacing. Section 3990.3 (8-2). <br /> II -O <br /> CD c— ' <br /> U�U <br /> r <br /> J Q <br /> 10 co <br /> Paved Shoulder �'�E o �s-- <br /> 0 <br /> o <br /> r � <br /> i N CJ <br /> o <br /> ' of <br /> �,a t W <br /> u <br /> 0 <br /> 41 <br /> 4-U <br /> T 10 <br /> l I - W <br /> _Eo <br /> s A�prav a by: <br /> CUTING OF <br /> CROSS <br /> GOUNTY- ROADWAYS <br /> C0UW= OF 9 <br /> i ri ly,—TRC 10�acb: I Dmt9/24/1?. <br />