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EXHIBIT 2 . <br /> 9. if the distance between cross—cuts -are less hen 950' the entire area <br /> betwseen crass—cuts shaff be planed and resurfaced with 6'ns (9) inch of <br /> At Phaft Concrete. <br /> 2. The resurfacing requirements shalt .be in addition to Count}i Standard <br /> Drawing Mae R-29. <br /> 3. - Resurfacing for Be-if Holes shall meet these requirements. If e�ca�ratian occurs <br /> the shoulder or lane, only that area shall be resarfaced as shown. <br /> 4. if cross—cutti;ig is performed on Local Roads at intervals fess then 15C)' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> lieu of resurfacing. Seotian 3990.3 (B-2). <br /> II -° <br /> iU f L <br /> ---— ----- — m O <br /> ti i=U - - — <br /> � o <br /> J <br /> J 3�:n <br /> Q <br /> PQved Shoulder--I �' X mQ <br /> ( U U <br /> 4- <br /> wII <br /> 01 <br /> f OL <br /> EL <br /> [ I � N r <br /> NI � <br /> f <br /> OI ' <br /> z d i <br /> CD fIDS 1 <br /> Co I W <br /> CD <br /> T <br /> O <br /> • I I y � <br /> fD <br /> � o <br /> U <br /> Pr by <br /> CROSS CUTTING OF <br /> COUKTy ROADWAYS <br /> kzE <br /> , € <br /> OF SA IV TOA <br />