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6,-6.,, WIDTH AS SHOWN ON PLANS <br /> 5'-6" <br /> 101- „ MAX. (MAX WIDTH 28') <br /> SPACING <br /> ¢ DRIVEWAY TRANSITION <br /> AS REQUIRED 6" <br /> CURB <br /> Y Z <br /> ¢ = w 0 lEl <br /> t 1:12 . Z -� _ a <br /> MAXo SCORE < Z `MAX. <br /> .12 1. <br /> cn LINE w Z ^ `�' <br /> 3 <br /> EXPANSION <br /> JOINT EXPANSION <br /> JOINT <br /> FACE OF CURB <br /> Q <br /> BACK OF WALK PLAN <br /> TOP OF CURB <br /> 1 . <br /> /-RAMP 1. <br /> 3/4" LIP <br /> ELEVATI O N <br /> --; <br /> 2 -0' SIDEWALK WIDTH <br /> TRANSITION <br /> RAM P <br /> F3/4" LIP- 2. <br /> I <br /> ..... ..... <br /> MAX <br /> 13 } 1 _ <br /> 1 2" <br /> CLR. CN <br /> (TYP.) v <br /> NOTES: SECTION A-A_ <br /> 17 12" GROOVED BORDER. <br /> 0 #4 BARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RA <br /> _D GUTTER PAN DIMENSIONS PER STANDARDS. MP <br /> El S= 1:12 MAX, 1 :15 MIN <br /> RFyisiory DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY <br /> COUNTY OF SAN JOAQUIN <br /> TYPE 2 SAN JO UIN COUNTY DATE <br /> DIRECTOR OF PUBLIC WORKS JUK 1997 <br /> COMMERCIAL DRIVEWAY IMPROVEMENT CW—Cl 2 <br /> STANDARD NO. <br />