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5'-6" WIDTH AS SHOWN ON PLANS 5'-6" <br /> 10'-0" MAX. (MAX WIDTH 28') <br /> SPACING <br /> DRIVEWAY TRANSITION <br /> AS REQUIRED CURB <br /> Yuj 0z CLa <br /> w MAx• <br /> SCORE <br /> Y W , � F MAx. 1 <br /> FA <br /> LINE g <br /> EXPANSION EXPANSION <br /> JOINT JOINT <br /> FACE OF CURB Q <br /> BACK OF WALK; P LAN <br /> TOP OF CURB <br /> 1 . 1. <br /> RAMP <br /> 3/4" LIP <br /> ELEVATION <br /> 2'-0" SIDEWALK WIDTH TRANSITION <br /> RAMP <br /> 3/4" LIP 2. NlA <br /> 1 2» 3 cfl N <br /> CLR. L) <br /> NOTES:(TYP.) SECTION A-A <br /> 10 12" GROOVED BORDER. <br /> F21 #4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. <br /> F3-1 GUTTER PAN DIMENSIONS PER STANDARDS. <br /> S= 1 :12 MAX, 1 :15 MIN <br /> ,REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY <br /> COUNTY OF SAN JOAQUIN <br /> SAN Jo UIN COUNTY DATE <br /> TYPE 2 <br /> DIRECTOR OF PUBLIC WORKS JUNE 1997 <br /> COMMERCIAL DRIVEWAY STANDARD EMENO.CW-Cl 2 <br />