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EXHIBIT 2 <br /> 9. If the distance between cross—cuts are less then 150' the entire area <br /> between cross—cuts shall be planed and resurfaced with one (9) inch of <br /> sphalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to County Standard <br /> ®raging No. R-29. <br /> 3. Resurfacing for Sell 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 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 (8-2). <br /> . -II <br /> - p � <br /> i N O <br /> � cU <br /> N O <br /> p� Q <br /> 1_, 3r CL <br /> Paved Shoulder---��I ( co 0 Q <br /> U <br /> Q <br /> f N� O <br /> O <br /> O <br /> 41 <br /> B <br /> OI I I . <br /> Z <br /> I ' <br /> N I <br /> Ui � <br /> �.I i I W <br /> 0 <br /> _L._ <br /> + 4-(-)L + v) <br /> o <br /> 1 <br /> 1 U <br /> @ ApPmVed by. <br /> CROSS CUTTING OF <br /> COUNTY ROADWAYS <br /> =p� � , <br /> _ <br /> COUNTY OF xSAIV TOAQ U17V <br /> Wail i p, -Y- u DEPARTMENT OF PUBLIC WORKS <br /> �`=t Drawn &r.TRO cbocko : 8/24/92 . <br />