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F <br /> • EXHIBIT 2 <br /> e distance between cross—cuts are less then 150' the entire area <br /> een cross—cuts shall be planed and resurfaced with one (1) inch of <br /> alt Concrete. <br /> resurfacing requirements sholl be in addition to County Standard <br /> ing Pio. R-29. <br /> rfacing for Bell Holes shall meet these requirements. If excavation occurs <br /> n the shoulder or lane, only that area shall be resurfaced as shown. <br /> ss—cutting is performed an Local Roads at intervals less then 150' a <br /> Coat for that half of the roadway containing the trench can be used in <br /> of resurfacing. Section 3910.3 (8-2), <br /> v <br /> c ° <br /> r.m <br /> • p C <br /> j CU <br /> � O <br /> pL O <br /> :a, 3a <br /> Paved Shoulder—id=I i ¢ <br /> CL cwt <br /> T- <br /> a <br /> L <br /> T- <br /> 0 <br /> L <br /> zl I <br /> a <br /> D <br /> 1 J <br /> 7 <br /> 0 U <br /> O <br /> O <br /> • I <br /> CRSS CUTTING OF A°Proud . <br /> >= �� � NO Revi°!°n De°.^ei on Data <br /> COLTMY OF SAN 10AQVW <br /> V9 Cfri�3YIF� <br /> YOU U DHPART1MgTOFPUBLICR'oRKS <br /> Dra yfl by TRC Chechd by: Dae: 8/24/92 <br />