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:r r <br /> r spa, <br /> NOTES-. /t�yj® <br /> H1B1T <br /> 1 e The resurfacing requirements shall be in addition to Gdunty Standard <br /> Drawing No. R-29. <br /> 2, if lcngitudi�af cis are, required on a Local Read a Seal Coale c�an be used <br /> for that half of the roadway containing the trench. Section -910.3 (B-1)e <br /> Area to- be resurfaced with one (1) <br /> inch Asphalt Concrete overlay existing IJ <br /> surface to be planned to ��—paved Shoulder <br /> _ accommodate overlay_ Secu_on <br /> 3910.2 B-2). I <br /> Li <br /> • I <br /> 3' minimum- <br /> - <br /> inimum_the remaining pavement <br /> ishall be removed and repaaced <br /> I before resurfacing. Section <br /> 3910.2 (B-1). <br /> . I <br /> I <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-(i <br /> overlay. Section 3910.2 (B-2): I inch Asphalt Concrete overlay exing <br /> surface-to be planned to <br /> accommodate overlay. Section <br /> 3910.2 (B-1)• <br /> _ �pro-vfed <br /> - _ LONGITUDINAL UTTING <br /> OF COUNTY ROADWAYS <br /> CO L T Y OF i31'2N J 0 Q CJ!� @' <br /> 0 pa . t t.0 . <br /> De=n by:M,- I Ci��k� age 3124/12 <br />