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OTES.,- EXHIBIT 2 <br /> 9. If the distance between cross—cuts are less then 150" the entire area <br /> between cross—cuts shall be planed and resurfaced with one (1) inch of <br /> Asphalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to Counter Standard <br /> Drawing No.' R-29. <br /> 3. Resurfacing for Bell Holes 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 at intervals less then 150' <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 /> � Q <br /> Q)s- L <br /> U�U <br /> Q � <br /> �U <br /> O <br /> JJ l._L <br /> co <br /> Paved ShouldeC'� X CD Q <br /> O <br /> O <br /> L4-- <br /> C <br /> C :� <br /> W t t 6 U <br /> I � <br /> 4 <br /> O <br /> ']� r <br /> T ' " <br /> O <br /> j <br /> i <br /> zt i <br /> �.t t n <br /> I 1 I w <br /> CD <br /> IF P177,64e:5 —V4 r-W'11V4 <br /> o J <br /> O <br /> 4-1 � <br /> ID <br /> t t .J U <br /> f9provw W. <br /> CROSS CUTTING OF <br /> r. <br /> COUNTY ROADWAYS <br /> COUNTY OF SAN TOA D LTLZV <br /> DEPARTMENT OF PUBLIC WORKS <br /> Orae b�-. TRO Check bg. . 6/24/9 P <br />