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NOTES: EXHIBIT 2 <br /> 1. 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 County 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' 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 /> �. a) <br /> U� U <br /> , Q � <br /> C:C) <br /> O <br /> 4-1 <br /> � Q <br /> Paved Shouldei a Q <br /> Q 4- <br /> Q) <br /> 0 <br /> W I I Q U <br /> I n .� <br /> O <br /> L lo <br /> T <br /> O <br /> L <br /> 1 1 <br /> �I I I <br /> 1 I I <br /> O I ! I <br /> Z I I I <br /> �I I <br /> � <br /> W <br /> I I I <br /> T <br /> O <br /> T <br /> O � � <br /> — o U <br /> co <br /> I co <br /> O <br /> it Appi6ViW by: <br /> CROSS CUTTING OF <br /> .' COUNTY ROADWAYS <br /> N Revision Descron Date <br /> CO U.NT Y OF SAN TOA U V <br /> Worldng for You DEPARTMENT OF PUBLIC WORKS <br /> Drawn by:TRC Checked by: Date: 8/24/12 <br />