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EXHIBIT 2 <br /> I. If the distance between cross—cuts are less then 150° the entire area <br /> between cross—cuts shall he planed and resurfaced with one (9) inch of <br /> Mphalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to County Standard <br /> Drawing fro." R-29. <br /> 3. Resurfacing for Bell Holes shall meet these requirements. If excavati®n occurswithin the shoulder or lane, only that area shall be resurfaced as shown. <br /> 4. If cross—cutting is performed on Local Roads at intervals less then 150° <br /> Seal Coat for that half of the roadway containing the trench can he used in <br /> lieu of resurfacing. Section 3910.3 (B-2), <br /> II a <br /> U� U <br /> U O <br /> O <br /> y � Q <br /> Paved Shoulder---�-� C:�j •X a,Q <br /> U U S-- <br /> I II <br /> �L O <br /> W 1 1 II cn U <br /> T I B ' I '� N•� <br /> 4 <br /> O <br /> r <br /> T <br /> O <br /> r-- <br /> 1 1 <br /> 1 ! 1 <br /> CD B <br /> OI <br /> Z 1 <br /> UI d I <br /> 1 LL <br /> W <br /> I <br /> 1 1 <br /> O <br /> O � <br /> .L o <br /> �, to <br /> O <br /> 1 � <br /> 11.9provw lyr. <br /> CROSS CUTTING OF <br /> COUNTY ROADWAYS <br /> COUWTY OF SAM -TOAQUIN <br /> I e F € u DEPARTMENT OF PUBLIC WORKS <br /> Drawn by-. Cid �;G: <br />