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Conform ® E.P. Conform ® E.P. <br /> See Note Below surface — — — — <br /> Existing <br /> 7rodius <br /> 8' 1 :1 1:1 -LExist.0.50' Asphalt Concrete ConExistin Width *Sta. 11+00 (Rt) =18' Conform Existin Width <br /> 12' Min. 12' Min. <br /> Note: Width, length and locations to be R = Conform to variable depth Asphalt Concrete 0.30' Asphalt Concrete over shaped <br /> determined by the Engineer. over existing paved driveway. and compacted native material. <br /> PAVEMENT REPAIR DETAIL TYPE TYPE D <br /> TYPICAL DRIVEWAYS <br /> 4p` ppjj((� s�� �^[ J� [ y Exist. fence to remain in place.\ <br /> Lr V � l k .. S- 1 E � 5 " x 1 <br /> np t.. r Asphalt Concrete (Mist. Areas) <br /> 4.5'-5.5 <br /> _.. Lid <br /> m <br /> - _ .. -; Shut v Verfv 12" Dia. Alt Pipe <br /> n <br /> j — Elev.= 6.56 <br /> o 3 R&D Exist. A.C. Walkway - <br /> I Place 55 L.F. Asphalt �V�/��/AST 0.30' <br /> N o Concrete Walkway � B B�j�v�j� / <br /> Invert Elev.=_ ,6,06 <br /> C, .13 <br /> f + Shape Portland Cement <br /> a a / (Typ.) All four sides <br /> SECTION A—A <br /> R&D Exist pipe. <br /> -- _ -� A Place 60 L.F. of 12" Dia. <br /> -- _ Alt. Pipe 18' (Rt.) <br /> _ — <br /> Invert Elev. + <br /> Exist. Concrete Curb and 6.06 N <br /> m Sidewalk to remain in place. Sta. 1+50 Const. 12' Invert Elev. <br /> Driveway Type "D" = 6.06 <br /> P x-x x x x x x �X_ x xx x x x X X_ A <br /> o x, Const. Storm Drain Inlet. <br /> Use CH Type 824 or Equal 2*x2' STORM DRAIN SIDE INLET <br /> DRAIN SIDE INLET <br /> Sta. 1+0000 ((1T Rt.) <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS HARDING WAY IMPROVEMENTS Sheet Na. <br /> (Elbert Street to Report Avenue) 8 of 12 <br /> DRAWN B`! DATE PROJECT ENGINEER DATE CHECKED DATE SUBMRTED GATE APPROVAL RECOMMENDED I DATE <br />