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NOTES: <br />1. If the distance between cross —cuts are less then 150' the entire area between <br />corss—cuts shall be planed and resurfaced with one (1) inch of Asphalt Concrete. <br />2. The resurfacing requirements shall be in addition to County Standard Drawing No. <br />R-29. <br />3. Resurfacing for Bell Holes shall meet these requirements. If excavation occurs within <br />the shoulder or lane, only that area shall be resufaced as shown. <br />4. If cross —cutting is performed on Local Roads at intervals less then 150' a Seal <br />Coat for that half of the roadway containing the trench can be used in lieu of <br />resurfacing. Section 2-5.03B-2. <br />Paved Shoulder <br />c � <br />a +, <br />a� <br />� r L <br />U� U <br />U � <br />L O O <br />D cU <br />U) O <br />p)� O <br />3 Q <br />U co <br />C0 <br />O <br />U <br />TRENCH CUTTING POLICY rr----. <br />CROSS CUTTING OF 1' '-'/� <br />COUNTY ROADWAYS No. Revision Description Date <br />COUNTY OF A A I S N JO QUN <br />DEPARTMENT OF PUBLIC WORKS <br />Working for YOU Date: DEC 2014 Std. Dwg. No. R-36 <br />