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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 /> 6" <br /> AS REQUIRED CURB <br /> Z <br /> Q = zo LW <br /> H- 1.12 w 0 1:12 <br /> Li MAX. SCORE x w � 1. <br /> LINE � N <br /> EXPANSION EXPANSION <br /> JOINT JOINT <br /> FACE OF CURB <br /> Q <br /> BACK OF WALK PLAN <br /> TOP OF <br /> OF CURB <br /> Q <br /> RAMP <br /> N <br /> 3/4" LIP <br /> ELEVATION <br /> 2'-0" SIDEWALK WIDTH TRANSITION <br /> RAMP <br /> 3/4" LIP 21 <br /> • a �.a . • 4 <br /> Mq <br /> 1 1/2's 3 N <br /> CLR. <br /> (TYP.) <br /> NOTES: SECTION A-A <br /> 0 12" GROOVED BORDER. <br /> 20. #4 EARS 18" O.C. EACH WAY. THE ENTIRE WIDTH OF -DRIVEWAY AND RAMP. <br /> 3 GUTTER PAN DIMENSIONS PER STANDARDS. <br /> Q S= ,:12 MAX, 1 :15 MIN <br /> I:P;:-VISIONDAIETC' COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY <br /> ^, COUNTY OF SAN JOAQUIN <br /> SAN JO UIN :COUNTY DATE <br /> T PE' 2 DIRECTOR OF PUBLIC WORKS JUNE 1997 <br /> COMMERCIAL DRIVEWAVIMPOVEM:ENT cw-C12 <br /> STANDARD, N0. <br />