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New Curb & Gutter Conform to back of sidewalk <br /> Key to sidewalk or dowel ® 36" max intervals. <br /> 1 '-6" Minor Concrete CG&5 <br /> _ A.C. Walkway <br /> X11 - - - - - - <br /> 5' <br /> 2" Optional batter 4 ♦' 'ti' <br /> Voria ble -4 c 'S, <br /> 5'-2' - Expansion Joint <br /> dd Variable length <br /> y 6„ Q d <br /> 41 q� a <br /> a 4 4" Minor Concrete <br /> o Existing Driveway -� <br /> o Width <br /> Conform <br /> MINOR CONCRETE DRIVEWAY <br /> 3cn <br /> 0 <br /> m TYPE "F" CURB <br /> zvar. <br /> Sta. 12 + 62 to 13 + 24 (Rt.) 4• <br /> 3 m Sta. 12 + 69 to 13 + 55 (Lt.) <br /> a Asphalt Concrete' <br /> 1J 5/8" x 24" Long steel dowels, greased and wrapped At Returns AMisc. Areas <br /> one side through all expansion and cold joints. —� —D <br /> .C. <br /> — V. Slope Slooe 1/4" per 1' <br /> 0.2' <br /> A.C. Misc. Area <br /> 4" Concrete: <br /> Sta. 10+50 to 10+87 (LL) <br /> Sta. 13+43 to 13+75 (Rt) Two-5/8•' x 24•' long steel <br /> ui dowels, greased and wrapped one side <br /> CURB. GUTTER AND SIDEWALK through every expansion loin[. <br /> 1 0 <br /> NOTES: <br /> A 1. Construct expansion joints at 200' maximum intervals, at ends of <br /> mcurb returns, and at each side of fixed objects. <br /> 2. Transverse weakened plane joints shall be constructed at 12' <br /> V m intervals. <br /> z 3. All radii are 3/4" unless otherwise noted. <br /> o <br /> COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTION MARINE AVENUE RECONSTRUCTION sheet No. <br /> (Inman Ave to Telegraph Ave. 3 of s <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHFC11Q DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> Owen Davies '>7 ��2 6�f4�iz �, ,�y a f GI <br /> p <br />