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EXHIBIT 2 <br /> 9. ff the distmice been cross—cuts -are 6eZ3 Lhari 950" the 'entire area <br /> between, crosa—cuts shall be planed and resurfaced w-M one (9) inch of <br /> Asphalt Concrete. <br /> 2. The resurfacing requirements shall .be in ©ddiL€ort to County Standard <br /> Drawing No: R-29. <br /> 5. • Resurfacing for Sef! Boles shah meet these raqulmmer<ts. if excavedon occurs <br /> with <br /> in the shoulder or lane, ordly that area chaff be resurfaced as shoe. <br /> 4. If crOss—cutUng is perforated on Local Rows at intervals Gess then 150, a <br /> Seal Coat for that half of the roadway oontaining the trench can be used in <br /> fieu of resurfacing. Secuon 3990.3 (5-2). <br /> CD <br /> • r <br /> Q <br /> C) U <br /> D = <br /> O <br /> J Y i <br /> Poved Shoulder <br /> CD <br /> a _ <br /> . t <br /> +1 l I <br /> IL1 I `d <br /> o <br /> 0 <br /> IL <br /> LD <br /> FZ D <br /> C CROS"" CU171NO OF <br /> CIO UK TT ROAD WAYS <br /> I Dais <br /> 74 <br /> COUNTY OF EA-7V <br /> I'ZJ OA <br /> Did_R��U..—��C-F0__ <br /> Dmwn ss € <br /> t�: a <br />