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To . EXHIBIT 2 <br />9. If the distance between cross—cuts are leas then 150' the entire area <br />between cross—cuts shall be planed and resurfaced With o6ne (1) inch of <br />A.§phalt Concrete. <br />2. The resurfacing requirements shall be in addition to Cdunt� Standard <br />Drawing No.' R-29. <br />5.. 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 150e a <br />Seal Coat for that half of the roadway containing the trench can be used in <br />lieu of resurfacing. Section 399®.3 (8m2). <br />4-1 <br />a 1 <br />ED r <br />U� U <br />Co 0 - <br />Paved Shoulder— a� �` X a) < <br />[ O U I -- <br />cy <br />Q) t O <br />a. [ C -3 = <br />W I I 2 U <br />I <br />. Q <br />' O <br />zi I (. <br />(D <br />ELLIJo <br />41 <br />L � <br />f <br />F 0 <br />o <br />-J U <br />CRSS CUTTING OF ;�;p b <br />COUNTY ROADWAYS <br />pram D-_^air;Uc <br />COLTM-Y OF SAN -TOAQLW <br />jgar _ D.!EFaZn-MN'r or-PUBj.jc -Foss <br />