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�0TES.. . <br /> EXHIBIT 2 <br /> 9. 1-- the distance between crass—cuts ore less then 1 al)' the entire area <br /> between cr=oss—cuts shall be planed and resurfaced with, one (9) inch of <br /> A§phaft Concrete. <br /> 2. The resurfacing requirements shall be in addition to GOu* Standard <br /> Drawing No.' R-29, <br /> 3. - Resurfacing for Bell Holes shall Met these requirements. if excavaticn 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 integrals fess then 150' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> beta of resurfacing. Sacbon 3910.3 (S®2). <br /> CD <br /> - r <br /> II <br /> n � <br /> Uu 5 <br /> { O L <br /> LTA� <br /> Paved Shoulder-- �{ �J x mQ <br /> 0 . <br /> o . <br /> T-- , <br /> I <br /> of . <br /> Z: <br /> Ld <br /> 0 <br /> 4 � <br /> ED <br /> V vn-- <br /> -0 U10834 <br /> o <br /> ®834 CUITING OF <br /> COU"T ROADWAYS <br /> „ 01M,_ on Data <br /> COUNTY OF SAN TOAs ULA l E <br /> .LoFpITB LZIc�os I <br /> I _fa2 Par11 <br /> Y Drownmay.6 4t i I c a: tw' c/Ge/`?- <br /> - <br />