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N011 Edo 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 (8-2). <br /> U� U <br /> a � <br /> L � � <br /> O <br /> Paved Shoulder---� i x �Q <br /> U U� <br /> O <br /> N� O <br /> rZ D� <br /> W T U U <br /> 4 <br /> - O <br /> L <br /> 0 <br /> zi I <br /> of i <br /> co, i W <br /> o_ <br /> CD <br /> v—U <br /> o co <br /> E o <br /> J U <br /> CROSS CUTTING OF <br /> COUNTY ROADWAYS R�- <br /> C MM Date <br /> COUNTY OF 5IUV TOAQ� <br /> DEPARTMENT'OF PUBLIC WORKS <br /> T . , _ <br />