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NOTESa EXHIBI T I <br /> 1. The resurfacing requirements shall be in addetion to ��r�nty standard <br /> Drawing Pio. R-2'3_ <br /> 2. if longitudinal cuts are mquired on a Local Rand a Seal coat can be used <br /> for that half of the roadway containing the trench. Section <br /> Area Lo- be- resurfaced with one (1) <br /> inch Asphalt Concrete overlay existing <br /> surface to b-e plannedto �� <br /> —Paved Shoulder <br /> accommodate overlay_ Section <br /> 3910.2 B-2). — <br /> w <br /> I3' minimum. <br /> !f <3' -the remaining pavement <br /> Ishall be removed and replaced <br /> before resurfacing. Section <br /> 3910.2 (13-1), <br /> Areo to be. resurfaced with one (1) <br /> inch Asphalt Concrete overlay existing i <br /> surface to be planned accommodate I <br /> overlay. Section 3910.2 (B-2)- Area to be resurface-d With one-(1) <br /> inch Asphalt Concrete overlay existing <br /> surface-to be planned to <br /> accomrncdate overlay. Section <br /> f w 3910.2 (13-1). <br /> ppt --ed <br /> CO UY 0� <br /> `� SAN .TQC Ur�' I <br /> D�-�ARnqT oFFu�?3LSC WORAS I P <br />