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EXHIBIT 2 <br /> 1. If the distance between cross®cutsare less Lhen 150' the entire area <br /> between crone—cuts shall be planed and resurfaced with 0"ns (1) inch of <br /> asphalt Concrete. <br /> 2. The resurfacing requirements shall .be in addition to C6unty Standard <br /> Drawing No. Rm29, <br /> 3. - Resurfacing for Bell Boles shall meet these requirements, if excavation 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 less then 150' a <br /> Seal Coat for that half of the roadway containing the trench can be used in <br /> lieu of resurfacing. Section 3910.,E (6-2), <br /> O L <br /> l+ 3 <br /> Q <br /> CO <br /> Paved Shoulder 1 �J x m Q <br /> U 4— <br /> � O <br /> Q� L <br /> O Cn U <br /> LdO <br /> CD' <br /> CD I <br /> I I I <br /> ID <br /> � w <br /> 41 <br /> I E <br /> F- o <br /> - CRSS CUING OF <br /> ROADWAYS <br /> COU"T <br /> ,.s.... <br /> CO LWIV'17 OF SAN 10A Q UTTV <br /> DARTii OrPTTBi�C WOES <br /> '10U Drawn � 6 z Ich=ked bj-. f Ddv. 5/24/1 <br />