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5'-6" WIDTH AS SHOWN ON PLANS 5'-6" <br /> 10'-0" MAX. (MAX WIDTH 28') <br /> SPACING <br /> Q DRIVEWAY TRANSITION <br /> AS REQUIRED 6" <br /> CURB <br /> Z <br /> � _ Twp � w74- <br /> < W -7) <br /> 0 3 MAx. SCORE Y Z <br /> LINE g <br /> a- <br /> EXPANSION EXPANSION <br /> JOINT JOINT <br /> FACE OF CURB <br /> a <br /> BACK OF WALK PLAN <br /> TOP OF CURB <br /> 1. 1. <br /> RAM P <br /> 3/4" LIP <br /> ELEVATION <br /> 2'-0" SIDEWALK WIDTH TRANSITION <br /> RAMP <br /> 3/4" LIP-, 2 <br /> �— 'ro% MA <br /> MAX. <br /> 1 1/2" 3 CN <br /> CLR. <br /> (TYP.) v <br /> NOTES: SECTION A-A� <br /> 1-. 12" GROOVED BORDER. <br /> [21 #4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. <br /> 3[]. GUTTER PAN DIMENSIONS PER STANDARDS. <br /> S= 1 :12 MAX, 1 :15 MIN <br /> REVISION DATE (;OUNTYWIDE IMPROVEMENT STANDARDS APPROVED 8Y <br /> COUNTY OF SAN JOAQUIN <br /> TYPE 2 SAN JO UIN COUNTY DATE <br /> DIRECTOR OF PUBUC WORKS JUNE 1997 <br /> COMMERCIAL DRIVEWAY IMPROVEMENT CW-C12 <br /> STANDARD N0. <br />