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5'-6'0 WIDTH AS SHOWN ON PLANS 5'-6" <br /> 10'-0" MAX (MAX WIDTH 28') <br /> SPACING <br /> DRIVEWAY TRANSITION <br /> Q AS REQUIRED ICURB <br /> 77//t <br /> Y <br /> 0 0 F. <br /> F= 1:12 W qa <br /> SCORE Q z , MAx. <br /> LINE uj g <br /> CL <br /> EXPANSION EXPANSION <br /> JOINT JOINT <br /> FACE OF CURB <br /> BACK OF WALK PLAN <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 <br /> �— .6% rAA <br /> 1 1/2" <br /> 3 cD N <br /> CLR. `— C) <br /> (TYP.) <br /> NOTES: SECTION A-A� <br /> 12" GROOVED BORDER. <br /> 2[]. #4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. <br /> 33. 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 UIN COUNTY DATE <br /> TYPE 2 <br /> WRECTOR OF PUBLIC WORKS JUNE 1997 <br /> COMMERCIAL DRIVEWAY STANDAEMENO.CW-C12 <br />