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EXHIBIT 2 <br />I. If the distance between cross—cuts -are less then 1 n, 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 Cdunt� Standard <br />Drawing No.' 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 ct intervals less thea 150' 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 />41 <br />• Uu U • <br />CO O <br />Paved Shoulder--j�� I X Q <br />tII O <br />Q) L <br />C 15 = <br />LI p U <br />0 <br />T_ <br />0 <br />l <br />T <br />0 <br />t <br />T_ <br />0 <br />Ll <br />a_ <br />w <br />i <br />CRSS CUTTING OF <br />C®U"T ROADWAYS <br />�`C� Y OF SAN _T0'AQLW <br />D_E2AR1 L OFPUB UC two -RFs <br />C fl —M -C I o:2 $^ I De e�G� Y <br />