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Yo . EXHIBIT 2 <br /> Y. if the distance between cross—cuts -are less then 950' the entire area <br /> between cr*oss—cuts shall he Planed and resurfaced with one (1) inch of <br /> A.sphalt Concrete, <br /> 2. The resurfacing requirements shall be in addition to Gdunt� Standard <br /> Drawing No R-29. <br /> 3. - Resurfacing for Sell Holes shall meet these requirements. if excavatlon occurs <br /> within the shoulder or lane, only that area shall be resurfaced as shown. <br /> 4. If cross—crating is performed on Local Roads at intervals less then 950' a <br /> Seal Goat for that half of the roadway containing the trench can be used in <br /> lieu of resurfacing. Section 3990.3 (S-2), <br /> r <br /> II OJ <br /> n U <br /> U� <br /> O O <br /> L <br /> Q1-C 6 • <br /> Paved Shoulder— tel i X (1)d <br /> ,.�. <br /> 4 o <br /> r � � <br /> w <br /> o <br /> of <br /> • I f I - <br /> O I , <br /> w <br /> o <br /> J� U <br /> 0 <br /> 0 <br /> l Eo . <br /> I j JU <br /> CROSS CUTTING OF <br /> COUNTY ROADWAYS <br /> loss C <br /> -7 <br /> COUNT <br /> YPE <br /> is -- DEPARTME:tqT OF PUBLIC-WO_RF <br />