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OFTNOTE�o <br /> EXH�7!IT2 <br /> the distance between cross—cults are less then 950' the entire are <br /> between cross—cuts shall be Planed and resurfaced WM ens (9) inch <br /> mph®It Concrete. <br /> �. The resurfacing requirements shall be in addition to Co' ntjr Standard <br /> Drawing No,- R-29. <br /> �, Resrurfacing for Bell doles shall greet 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 950' a <br /> Sea[ Coat for that half of the roadway containing the trench can be used in <br /> lien of resurfacing. Section 5990.3 (B®2). <br /> II ,1 <br /> n U <br /> ID <br /> O <br /> �= <br /> Paved Shoulder— f co co <br /> X m <br /> C) <br /> l� '4- <br /> 14- <br /> Q)Q) L <br /> W , Q rn U <br /> IDI <br /> • zl I t ' <br /> (17 I W <br /> 11I - <br /> E0 <br /> CROSS CUTTING ®F <br /> c � COUNTY ROADWAYS <br /> CO U UY OF SAN -TOAD U <br /> P. iffir fits - <br />