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NOTES: EXHIBIT 9 <br /> 1. The resurfacing requirements shall be in addition to County Standard <br /> Drawing No. R-29. <br /> 2. If longitudinal cuts are required on a Local Road a Seal Coat can be used <br /> for that half of the roadway containing the trench. Section 3910.3 (I3-1). <br /> Area to be resurfaced with one (1) <br /> inch Asphalt Concrete overlay existing <br /> surface to be planned to i —Paved Shoulder <br /> accommodate overlay. Section <br /> 3910.2 (13-2). <br /> a_ <br /> w <br /> l <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 /> surface to be planned accommodate Area to be resurfaced with one' 1 <br /> overlay. Section 3910.2 (B-2) inch Asphalt Concrete overlay existing <br /> surface to be planned to <br /> accommodate overlay. Section <br /> W 3910.2 (13-1). <br /> proved�b)r <br /> LONGITUDINAL GUTTING <br /> _meq OF COUNTY ROADWAYS Date <br /> 5 = <br /> COUNTY OF SAN TOAQ UEV <br /> DEPARTMENT OF PUBLIC WORKS <br /> V O&ffig f br YOU <br /> Drown br. TRC IChockGd by. Data: 3/24/12 <br />