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r <br /> NOTES; EXHIBIT 2 <br /> 1. If the distance between cross—cuts are less then 150' the entire area <br /> between cross—cuts shall be planed and resurfaced with one (1) inch of <br /> Asphalt Concrete. <br /> 2. The resurfacing requirements shall be in addition to County 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 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 (8®2). <br /> U� U <br /> U O <br /> � CU <br /> O <br /> C: <br /> Paved Shoulder— i x 0 Q <br /> U,o <br /> U <br /> �t o <br /> W 6 U <br /> L <br /> T <br /> 0 <br /> L <br /> � w <br /> • I I <br /> CD_ <br /> o �.,_, <br /> � <br /> 4--U <br /> O <br /> LoL <br /> o <br /> CRSS CUTTING OF a <br /> COUNTY ROADWAYS <br /> r. i.Ncii t v ..i 1 �1 <br /> No Rem. Date <br /> r- <br /> C'O UNTY OF SAA TOAQ UEV <br /> '%Tcr_r Apy�gq DEPARTIY=OF PUBLIC WORKS <br /> F��.y JfGr YOU <br /> �4E <br /> Qrn C� e 824/1? <br />