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5'-6" 5'-6" <br /> „ <br /> 10 —0 Max 2'-0" Sidewalk width Transition <br /> Spacing <br /> Driveway transition <br /> Q as re uired <br /> q Curb <br /> 6 ft <br /> elow) C (TYP) Ramp <br /> (See B <br /> "WILL i <br /> 3/4" Lip 2. <br /> * 6% <br /> Max <br /> ° M <br /> o 1 : 12 _ a , 1 : 12 ° a <br /> ° ° <br /> Q Max Score Max <br /> in Line �°, c 611� <br /> 0 1 1 /2 3. <br /> 04 <br /> Expansion Expansion <br /> Joint Joint Clr c-5 <br /> (TYP) <br /> Face of Curb SECTION A—A <br /> Q <br /> PLAN <br /> Sta 10+69 to Sta 10+80 0.5'f AC) <br /> Sto 12+ 12 to Sto 12+28 0.5f AC <br /> Sta 15+04 to Sta 15+32 2.5f Conc) <br /> Sta 22+58 to Sta 22+77 0.5'f AC) <br /> Sto 23+96 to Sta 24+08 0.8'f AC) <br /> Sta 26+43 to Sta 26+63 2.5't (AC) <br /> Back of walk <br /> Top of curb <br /> 1 . 1 . <br /> Ramp <br /> 0 <br /> 000 <br /> 3/4" Lip Place a catch <br /> basin filter <br /> ELEVATION <br /> Note: <br /> The Storm Drain inlet Protection <br /> unit (Catch Basin Filter) is to <br /> COMMERCIAL DRIVEWAY TYPE 2, DETAIL remain in place and functioning <br /> from the beginning of the working <br /> days until the end of the project. <br /> Payment for Driveway Transitions (Conc/AC) shall <br /> be included in the Asphalt Concrete (Misc Areas) <br /> 0.5' Thick or Minor Concrete (Curb, Gutter, And <br /> NOTES: Sidewalk) item of work PROTECTION FOR <br /> 1 . 12 Grooved border. EXISTING DRAINAGE INLET DETAIL Z <br /> UJ <br /> 2❑. #4 Bars 18 O.C. each way. The entire width of driveway and ramp. 0 <br /> o_ <br /> 3❑. Gutter pan dimensions per standards. <br /> S= 1 : 12 Max, 1 : 15 Min Of <br /> V) <br /> 0 <br /> w <br /> Q <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE APPROVAL RECOMMENDED DATE w <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS D STREET IMPROVEMENTS SHE:OF <br /> N0. 0 <br /> Joshua `Yu 4107 -�� 41z0%-7 Ylzo%7 ��_ _ y��o�� (THIRTEENTH STREET TO NINTH STREET) 7 9 a <br />