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1 <br /> NOTES. EXHIBIT I <br /> 1. The resurfacing requirements shall be its addition to C�uerty Standard <br /> Drawing No. R-29. <br /> 2e If iongit dinal cuts arq required on a Local Road a Seal Coat can be used <br /> for that half of the roadway containing the trench. Section 39,10°3 (B-1). <br /> Area to- be resurfaced with one (1) �{ <br /> inch Asphalt Concrete overlay existing I <br /> surf ace to be planned to ' '—paved Shoulder <br /> _ accommodate overlay_ Section <br /> • <br /> a- <br /> , <br /> 3' minimum. <br /> If <3' -the remaining pavement <br /> shall be removed and replaced <br /> before resurfacing. Section <br /> 3910.2 (13-1). <br /> Area to be, resurfaced with one (1) <br /> inch Asphalt Concrete -overlay existing <br /> SU <br /> i ace to be planned accommodate Area to be resurfaced with one-(1) <br /> overlay. Section 3910.2 (B-2)- inch Asphalt Concrete overlay exitng <br /> Isurface-to be planned to <br /> accommodate overlay. Section <br /> w 3910.2 (B-1). <br /> ;zl J <br /> LONGITUDINAL CUTTING <br /> - { OF C®UNY ROADWAYS k. <br /> � . <br /> a - Dats <br /> � � y <br /> MOM <br /> DEF_RTa T os FDar.Tc RoR I ! <br /> ems.)t�_j•�:T - <br /> Di n- by- tit v I G��€ � I az-�� 3/24/12 <br />