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OTo . EXHIBIT 2 <br />I. If the distance between cross—cuts are less then 950' the entire area <br />between cr'oss—cuts shall be planed and resurfaced with o"ne (9) inch of <br />A#halt Concrete. <br />2. The resurfacing requirements shall be in addition to County Standard <br />Drawing No.' R-290 <br />3. Resurfacing for Bell Holes shall meet these requirements. If excavation occurs <br />within the shoWder or lone, only that area shall be resurfaced as shown. <br />4. If cross—cutting is performed on Local Roads at intervals Bess then 150' a <br />Seal Coat for that half of the roadway containing the trench can be used in <br />lieu of resurfacing. Section 3990,3 (B-2), <br />• r <br />B -N <br />n � <br />N c— <br />� O <br />�s a • <br />� O - <br />Paved Shoulder— I X a> Q <br />I U 4— <br />[ �— O <br />[ U � <br />W , 0 in U <br />CD <br />T_ <br />CD <br />f, <br />of <br />z <br />Q) <br />I i I <br />-I [ , <br />1 <br />0 <br />0 <br />L <br />I I <br />Q <br />W <br />i <br />Y� <br />O <br />�_ U) <br />F- o <br />3 U <br />CRSS CUTTING OF <br />C®U"T ROADWAYS <br />�`OL � 1 f CSF SAN _0AQ <br />D�A��Q'I orPU73LjC 1Wo_KS <br />LD Cwt � b lz'0 I char $_ Date. e/24/1 P_ <br />