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NOTES. fl <br /> 1> Tete resurfacing reguire�ents shall be in addition to C�nr� Standard <br /> Drawing leo. R-29. <br /> 2> €f Eongitudinal cuts arq required on a Local Po0d a Secl< Coat can be, used <br /> for that half of the roadway containing the trenDh. Section 391()e3 (p�g)� <br /> Area to be resurfaced with one (1) { <br /> inch Asphalt Concrete overlay existingI <br /> surf ace to be planned to Paved Shoulder <br /> accommodate overlay_ Section <br /> -- 3910.2 (B-2). - — --"— <br /> r <br /> I3' minimum_ <br /> r If <3' -the remaining pavement <br /> shall be removed and replaced <br /> before resurfacing. Section <br /> 3910.2 (B-1). <br /> r - <br /> . r <br /> r . <br /> Area to be resurfaced with one (1) <br /> inch Asphalt Gon crate overlay existing <br /> surface to be planned accommodate I" Ate❑ to be resurfaced with one'(1) <br /> overlay. Section 3910.2 (E3-2)- <br /> inch Asphalt Concrete overlay existing <br /> I surface to be planned to <br /> r accommodate overlay. Section <br /> f w 3910.2 (B-1)_ _ <br /> �prae <br /> LONGITUDINAL C� <br /> ;y; tVV,7_r,�_ <br /> OF COUN17Y ROADWAYS t: <br /> � , cb ► Dds <br /> r � <br /> k: _ <br /> COUNTY OF :�`A _F0A Q M_ ---------------------------- <br /> 1 I <br /> Dmun by- TRC I Ch-_4FSd_ i y- 3/24/12 <br />