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EXHIBIT 2 <br /> 9. if the distance between crass—cuts are less then 9,50' the entire area <br /> between cressmcuts shall be planed and resurfaced WM one (9) inIT <br /> ch of <br /> �phalt Concrete. <br /> 2. The resurfacing requirements shall Lae in addition to Cdunt� Standard <br /> Drawing No R-29< <br /> Resurfacing for Salt Holes shall meet these requirerr�ents. if e cavatian occurs <br /> within the shoulder or lane, only that area sh€oll be resurfaced es shown, <br /> 4. if crass—cutting is performed on Local Powis ct intervals less then 950' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> lieu of resurfacing. Section 3990,3 (Smti), <br /> CD <br /> C) U <br /> II <br /> � O <br /> � Q <br /> Paved Shoulder--i�[ GiI X m <br /> I II <br /> ! Q)L O . <br /> w ! i II w v <br /> I <br /> Ld <br /> I <br /> 4� <br /> Appby: <br /> CRSS CUTTING OF <br /> L COUNTY ROA®IMAMS <br /> ';�ruo, Data <br /> r COUNT OF S` -tOA — <br /> Drawn fes; �G �-. � � �. 3/24/1 P - <br />