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WIDTH AS SHOWN ON PLANS OPTIONAL <br /> (MAX-WIDTH 40') ® ON-SITE <br /> 14'-1 5 8" 10'-0" MAX. SIDEWALK <br /> SPACING EXPANSION JOINT, <br /> 0 6" CURB IF' IF ON-SITE _N 6" CURB <br /> NO SIDEWALK Q CONCRETE <br /> in DRIVEWAY <br /> a <br /> �/ 77 z <br /> o M �! 1/ 2•' oC) � W 1/2" 5. ,:, 12 <br /> o <br /> 45' BEVEL z w 0 45'BEVEL <br /> EXPANSION <br /> IT <br /> r- <br /> BACK OF WALK PLAN <br /> TOP OF CURB <br /> 1 -RAMP <br /> 1/2" 3/4" LIP 1 <br /> 45' BEVEL <br /> FLOW LINE ELEVATION <br /> F3/4"'� <br /> ' 0" 1 '-Ei" 2'-0" 6'-6„ <br /> WARP 1/2' <br /> P 45' BEVEL <br /> RAM P <br /> 1/2" <br /> 3 2. CLR. <br /> NOTES; <br /> SECTION A-A <br /> 12" GROOVED BORDER. <br /> 2� #4 BARS 18" O.C. EACH WAY, THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. <br /> GUTTER PAN DIMENSIONS PER STANDARDS. <br /> WIDTH GREATER THAN 40 FEET SUBJECT TO AGENCY APPROVAL. <br /> 0 S= 1 :12 MAX, 1:15 MIN <br /> REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS A PROVED BY <br /> COUNTY OF SAN JOAQUIN <br /> SAN J QUIN COUNTY DATE <br /> TYPE 1 <br /> DIRECTOR OF PUBLIC WORKS JUNE 1997 <br /> COMMERCIAL D R I V E Wq <br /> IMPROVEMENT <br /> Y STANDARD NO. CW C11 <br />