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9. ff Lhe distance between cross—cry°z i3re €assLf�eri 9,�G' the e�tiE HI <br /> betBIT 2] <br /> ee� carea <br /> ross—c€�ts sha€f be p€arced and resurfaced with cue (9� inch of <br /> A§pha€t Concrete. <br /> 2. The resurfacing requirements shall .be in addition to C6un€� Standard <br /> Drawing Ivo.' R-29. <br /> 1 - Resurfacrng for Be-if Boles shaft ►nest: these requirements. If excavation occurs <br /> within the shouider or lane, ortly that area shall be resurfaced as shown. <br /> 4. If cross—crating- 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 3910,3 (B_2). <br /> II CD <br /> Uf <br /> U�U <br /> - -- -- = N O <br /> 1:U - -- — — <br /> � O <br /> Paved Shoulder--I X m Q <br /> U UL- <br /> II U <br /> �L <br /> CD <br /> i a � <br /> 0 , I <br /> or <br /> Z: r t <br /> Q) 1 <br /> LU <br /> T- <br /> o <br /> LO <br /> f y <br /> o <br /> jO - <br /> CO <br /> by: <br /> C, CUTTING OF <br /> ROADWAYS <br /> 0' <br /> Ay <br /> ' s ps+;am Dal-^ip6Drt res <br /> D�AZ�1 OF PII3IZjCn by;6 <br /> • I - <br />