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NOTES.o . EXHIBIT 2 <br /> 9. if the distance between cross—cuts are lees than 150' the entire area <br /> between cess—cats shall be planed and resurfaced with one (9) inch of <br /> Asphalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to 0bu* Standard <br /> Drawing 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 shorn. <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 (S-2). <br /> a � <br /> � O <br /> L <br /> Tl Zt:] Q <br /> Paved Shoulder-- ! x M <br /> Q) D 4- <br /> °`� ° . <br /> 0 <br /> 0 <br /> t , <br /> co w <br /> 0 <br /> o <br /> c <br /> CRSS curl ING OF <br /> COUNTY ROADWAYS <br /> - COU.�'T� Off' S` Q <br /> .A1� .TOA <br /> « T `E <br /> YOU <br /> DEPART?� j Or PUBLIC WO-R GS <br /> Dmwnf I�?��:k�Dd bp: Date: 3/24/4 P - <br />