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OT S.. . <br /> EXHIBIT 2 <br /> Y. ff the distance between cress—outs -are less than 95IDy te enure area <br /> between arcs—cuts shall be planed and resurfaced w- h one (1} inch of <br /> Aphalt Concrete. <br /> 2. The resurfacing requira-merits shall -be in addition to CouR'Ly Standard <br /> Drawing Nla> R-29. <br /> 3. - Resurfacing for Bell Holes sh-CH meet these requiremarts. if excavation D=Urs <br /> within the shoulder or lane, only that area sholl be resurfaced as shown. <br /> 4. If cross—cutting is performed an Laval Roads at intervals less then ISO, -a <br /> Seal Coat for that half of the roadway containing she trench can be used in <br /> Iieu Of resurfacing. Sedan 31990.3 (Bm2). <br /> CDr <br /> (D <br /> UU <br /> -- -- - ` O - <br /> O J <br /> r� - <br /> Paved Shoulder— <br /> �• o <br /> m _ <br /> b <br /> r � <br /> OL r I Q <br /> -_- <br /> f <br /> pl ( . <br /> Z I - <br /> 0,, I <br /> W <br /> 1 � I - <br /> 0 <br /> . m <br /> 0 <br /> CROSS <br /> CUTTIM0 OF <br /> COUN1 ROADWAYS <br /> TRLS">: <br /> - � COD-N '� Q�F�e��S_A JOA r <br /> •�M <br /> t�;- 3/24/12 <br />