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NOTES; <br />1. <br />2. <br />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 />The resurfacing requirements shall be in addition to County Standard Drawing No, <br />3, Resurfacing for Bell Holes shall meet these requirements, <br />the shoulder or lane, only that area shall be resufaced as <br />4, If cross—cutting is performed on Local Roads at intervals <br />Coat for that half of the roadway containing the trench c <br />resurfacing. Section 2-5.03 (B-2), <br />4} <br />U <br />o <br />' � U <br />a <br />�0 <br />o <br />O)..c n <br />CIEc <br />c� �3rn <br />Paved Shoulder --� ( °' <br />X U <br />°� a `0 <br />O <br />O <br />i I <br />I <br />I <br />0 <br />ail <br />it i I w <br />COUNTY ROADWAYS <br />• • •.• <br />DEPARTAONT OF PUBLIC WORKS <br />If excavation occurs within <br />shown, <br />less then 150' a Seal <br />an be used in lieu of <br />Date; MAY 2015 <br />Approved by: <br />R-29. <br />3, Resurfacing for Bell Holes shall meet these requirements, <br />the shoulder or lane, only that area shall be resufaced as <br />4, If cross—cutting is performed on Local Roads at intervals <br />Coat for that half of the roadway containing the trench c <br />resurfacing. Section 2-5.03 (B-2), <br />4} <br />U <br />o <br />' � U <br />a <br />�0 <br />o <br />O)..c n <br />CIEc <br />c� �3rn <br />Paved Shoulder --� ( °' <br />X U <br />°� a `0 <br />O <br />O <br />i I <br />I <br />I <br />0 <br />ail <br />it i I w <br />COUNTY ROADWAYS <br />• • •.• <br />DEPARTAONT OF PUBLIC WORKS <br />If excavation occurs within <br />shown, <br />less then 150' a Seal <br />an be used in lieu of <br />Date; MAY 2015 <br />Approved by: <br />