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NOTES; . <br /> 9. [� the distance Between crass=-cuts gra less �I�rer► 9,50` the reareaEXHIBIT <br /> between' arose—cuts sha[I �e piar�o�! and resurfaced with ane (�} iahaof <br /> mph®[t Concrete, <br /> 2. The resurfacing requirements shall .l>e in addition to Cdunty standard <br /> Drawing No R-29. <br /> 3. - Resurfacing for Bell Holes shall �eE:t these r9��irer�ePts. [f e����r�ti�� Accu <br /> within the shoulder or lane, only that area shall be resurfaced as shovne <br /> 4. If cross—cutting is performed on Local wads at interv®ls less then 950' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> I eu of resurfacing. Section 3990.3 (S-2)F <br /> CD <br /> II 41 <br /> n U <br /> • D C ' <br /> O <br /> L <br /> LJW Q <br /> Paved Shoulde--; X m¢ <br /> I I �. D <br /> Q <br /> v 4_ D ' <br /> r I a rn v <br /> -a I ;� <br /> /. <br /> Q) I r <br /> 0 I <br /> . Or <br /> o I f <br /> W <br /> TF <br /> o ' <br /> L A <br /> U <br /> y � <br /> U <br /> � o <br /> r r L <br /> wt'e COMYPData <br /> � � <br /> COUNTY OF SAN -TOA � f <br /> F,:c 'epp� <br /> YOU <br />