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F 0.30' Asphalt Concrete <br /> CLNS'L over shaped and compacted <br /> Limits of Clearing and Grubbing, native material. <br /> � 4' Minimum — -{ Existing I and Mailbox Relocation Exist. Driveway A <br /> Surface -- Conform ® E.P. <br /> I 16' - 4 --EP- <br /> -Z= Earthwork's <br /> I-- 11'-12' 4 (Misc. 4' <br /> Saw cul exist. (Earthwork Areas)0.50' ' <br /> Concrete <br /> Asphalt A.C. or P.C.C. Roadway € Saw cut existing A.C. <br /> Concrete I Driveways Widening 9 Conform <br /> or P.C.C. Driveways <br /> PAVEMENT REPAIR DETAIL I %— i A <br /> - - <br /> Note: Width (4' minimum). Approximate dimensions _.. Existing Width_ <br /> used for estimatingpurposes are available upon Existing Roadway 0.30' Asphalt Concrete 1—Mn <br /> request. Dimensionand locations are subject to I 9 0.15" A.C. over shaped and TYPE D <br /> change at Engineers discretion. 0.17'-0.21' A.C. P 1.[ <br /> Overlay 8't compacted native <br /> --� Note: Portions of existing concrete driveway <br /> shall be removed from the edge of pavement <br /> m SECTION A—A to distances mentioned below. Concrete shall <br /> i be sow cut to provide a neat straight joint <br /> o (0 Payment for Removal of A.C. Driveway shall be at the conform line. <br /> m <br /> paid for under Earthwork Roadway Widening Item. Concrete Driveways <br /> (e) Payment for Removal of P.C.C. Driveway sholl be Station 44+40t (Lt.) 8' from E.P. <br /> i s paid for under Removing Concrete Item. Station 64+01 ± (Rt.) 8" from E.P. <br /> 0 <br /> W <br /> > m - Station 95+54t (RL) 8' from E.P. <br /> r. tft�4lrecq f <br /> LIP <br /> 12'yVSqcover <br /> � Standard frame and VW, !k t Conform ® E.P. <br /> Dia. or assemblywW` " EP <br /> wA.C. Overlay6„ (Refer to SJCO Std. 6' <br /> Deg. Co SJC x r� m 4' 16'—v- j <br /> X C Construto grade rn <br /> to Overlay R ::7R 4' <br /> 4" 0 o p (See Plans) <br /> 8 Eo3 !° " Existing A.C. ^ I Conform <br /> Exist. Roadway "` o'o p _Driveway C. <br /> P.C.C.-- _ 6" Saw Cut j / o Existin Width <br /> 3" -- 1 Var. <br /> / <br /> _____. vm_ _ 12 Min. <br /> / Exist. survey monument TYPE E <br /> !� Undisturbed to remain in place and 0.30' A.C. TvpC C' 0.36' A.C. J <br /> 9 basement soil undisturbed. TYPE F <br /> O SECTION F-F Variable depth Asphalt Concrete <br /> Ste. (Lt.)38+26t <br /> Mon.(Lid) Elev. (50.61) over existing paved driveway. <br /> SURVEY MONUMENT DETAIL (ear) Elev. (50.12) Driveway Type "F" <br /> m Location Shall be paid for under Driveways Type "D" TYPICAL DRIVEWAY DETAILS <br /> + i Ste. 36+46t (30' Rt.) Item of work. <br /> 0 <br /> tt <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS AUSTIN ROAD IMPROVEMENTS Sheet No. <br /> (Louise Avenue to French Camp Road) 10 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER PATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />