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EXHIBIT 2 <br /> Y. ff the distance between cross—cels gra less Lhen 15 ' the 'entire area <br /> i atween cross—cuts shall be planed and resurfaced wM 0"ns (1) inch of <br /> Asphalt Concrete. <br /> 2. The resurfacing requirements shall -be in additl!on to Cdunty Standard <br /> Drawring Fo>• R—Zg. <br /> 1 - Resurfacing for Reif Doles shaft meet these requirements. if exaavation occurs <br /> within the shoulder or lane, anfy that area shall he resurfaced as shown. <br /> 4. If cross—cutting is performed on Local Roads ct inteMis less then 950' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> Iieu of resurfacing. Section 3990.3 (B-2). <br /> • r <br /> ' a O <br /> n O <br /> D r <br /> • Uu U ' <br /> � O <br /> JJ <br /> 3:Q <br /> Paved Shoulder i �'I� X m Q <br /> 4 O <br /> O L. <br /> EL , i a LO C) <br /> CD <br /> E,� <br /> T_ <br /> L <br /> Eo <br /> � �U <br /> AppMed by-. <br /> COUKTY ROADWAYS <br /> COLT-N7Y OF S _TOA � r� 1 E <br /> D_E2�RMMq—j OrPUBLZIeWO_R_Ks <br /> YOU <br /> ur <br /> rev: �m- '3/64f 1 a <br />