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o VE3TES.o <br />EXHIBIT <br />I. If the distance between cross—outs are less thea 950' the entire area <br />between cross—cuts shall he planed and resurfaced with one (9) inch of <br />f§phalt Concrete. <br />2. The resurfacing requirements shall be in addition to Odu* Standard <br />Drawing No.' R-29. <br />3.- Resurfacing for Bell doles shall meet these requirements. If excavation occurs <br />within the shoulder or lane, only that area sh®l( he resurfaced as shown. <br />4. If cross—cutting is performed on Local Roads at intervals less then 1508 a <br />Seal Coat for that half of the roadway containing the trench can be used in <br />lien of resurfacing. Section 3990.3 (B-2). <br />g �O+ <br />n U <br />o <br />L <br />T } Q <br />Paved Shoulder--� X 10 <br />9) <br />(1) U 14-- <br />(3 <br />—II <br />(1)4- <br />O <br />a t Q to U <br />W <br />0 <br />T- <br />0 <br />-i <br />1 <br />W <br />i <br />CRSS CUTTING OF <br />cou"T ROADWAYS <br />dz <br />E Or <br />��a�rrr or-�rrgi�co��s <br />Drawn Er— I aha : t I �� 8/24/1 <br />