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6OTEo EXHIBIT <br /> I. If the distance between cross—CUL <br /> s are Less `Igen 950y the entire area <br /> between cr*oss®cuts shall be planed and resurfaced with one (9) inch of <br /> Asphalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to Caunty Standard <br /> Drawing Na.' R®29, <br /> 3. - Resurfacing for Sell Holes shall nieet 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 Bess 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 /> f <br /> L) U <br /> --- - — - —---- -- ----- —_ ID U -- —— --- <br /> O <br /> L <br /> fJ } Q <br /> Paved Shoulder-— j x (1,Q <br /> t (D U I+-- <br /> l v O . <br /> LJ + 1 Q co U <br /> T I j d L <br /> _ <br /> O <br /> T� <br /> d <br /> 0 <br /> oIL <br /> f j I <br /> �.I I W <br /> T . <br /> 11 , <br /> L <br /> _ 4� <br /> oU <br /> LO <br /> � o <br /> Appy by: <br /> CRSS CUTTING OF <br /> COUNTY ROADWAYS <br /> ` - - <br /> COUNTY OF SAN TOSwu S <br /> Wks- DEPARTIT_ET OF pup LIC WORKS <br /> Cr win beRC ch by- <br /> Date: e/G4/Y <br />