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t <br /> 'a .. . EXHIBIT 2 <br /> 1. I; the dist�cs between cross—cLtq ore less Cher[ 150, the entire area <br /> between cross—cuts shalt be planed and resurfaced with one (1) inch of <br /> Aphalt Concrete. <br /> 2. The resurfacing requirp-merris shall be in additfon to County Standard <br /> Drawing Pia.` R-29. <br /> 3. - Resurfacing for Bell Holes shall rriest these requirements. If excavation occurs <br /> wiffiin the shoulder or lone., only that area sh®11 be resurfaced as shown. <br /> 4. If cross—cuiting is performed on focal Rc*ds at intervcils less then 150, a <br /> Seal Coat for that half of the roadway oontairding the trench can be used in <br /> Iieu of resurfacing. 5ac'tion , 91OZ (S-2). <br /> � m <br /> d r <br /> � O <br /> Paved Shoulder — �'� "x CD< <br /> D 014- <br /> 0 O . <br /> C — <br /> f � <br /> CD <br /> i <br /> -41 j I <br /> zI , <br /> ID I <br /> ED <br /> L <br /> o <br /> 0 4 � <br /> i I yE <br /> Fo <br /> CROSS CU17ING QF <br /> COUNTY ROMWAYS <br /> as- <br /> t F; g <br /> . g DMA or PM�ic WWC)-P,=WC)-P,= E <br /> O n ty- <br />