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NOTES.,- <br /> EXHIBIT <br /> 1. If the distance between cross—cuts are less then 150" the entire area <br /> between cr'oss—cuts shall he planed and resurfaced with one (1) inch of <br /> Mphalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to Count} Standard <br /> Drawing No." R-290 <br /> 3. Resurfacing for Bell Dales shall most 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 Rads at intervals less then 150' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> lieu of resurfacing. Section 3910.3 (B-2), <br /> r <br /> Q) <br /> �. Q <br /> U�U <br /> Q)U <br /> O <br /> j ca <br /> Paved Shoulder---j cl XCD Q <br /> Q) U ti <br /> I ° O <br /> O <br /> ' I n !v <br /> O <br /> O <br /> I � 1 <br /> OI @ I <br /> • zl I <br /> 1 <br /> 0 <br /> L <br /> -F J 4�O <br /> O <br /> co <br /> I I I E O <br /> I .._1 U <br /> ikoprovw W. <br /> CRSS CUTTING OF <br /> COUNTY ROADWAYS <br /> oDate <br /> _ <br /> COUNTY OF SAN .TOA U17V <br /> DEPARTMENT OF PUBLIC WORKS <br /> pq FF <br /> Fy E Drawn by`; ��� � o 8/24/92 <br /> n <br /> e <br />