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4' Minimum Existing EP Conform ® E.P.�, <br /> Surface '.; .;` 4'± <br /> Conform <br /> Existina Width <br /> 0.70' Asphalt 12 Min. <br /> Concrete <br /> TYPE D <br /> PAVEMENT REPAIR DETAIL �. and compacact Concrete over shaped <br /> and ted native material. <br /> Const. <br /> Note: Width (4' minimum). Approximate dimensions Limits of Clearing & Grubbing NOTE: Sta. 81+10± (Lt.) Contractor shall saw cut to <br /> used for estimating purposes are available upon provide a neat straight joint to a distance of <br /> request. Dimensions and locations are subject to ' approximately 6' (Natural Groove) from the edge of <br /> m change at Engineer's discretion. 2' 13'-18'��►� pavement and place new AC driveway. Removal of <br /> concrete shall be consider as included in the <br /> 0 6' 7'—12 contract Lump Sum price for Clearing and Grubbing. <br /> N O 1 <br /> O O' I <br /> rn n <br /> o <br /> o m Exist. Curb, Gutter and Sidewalk rading Plane Conform ® E.P. <br /> to remain in place EP <br /> sr ----- <br /> " Stda <br /> Dia. ord frame and j <br /> rn � 2Stan <br /> da <br /> Sq cover assembly LONGITUDINAL PLANING DETAIL R R 4' <br /> o A.C. Overlay (Refer to SJCO Std. Sta. 91+21 to Sta. 95+12 Lt. <br /> rt 6 Dwg. CW—M1.) <br /> Conform <br /> v <br /> rt 4" Existing Width <br /> 8^ <br /> a Exist. Roadway 12' Min. <br /> P.C.C. 3^ 6 TYPE E <br /> 1 <br /> Exist. survey monument Variable depth Asphalt Concrete <br /> v, Undisturbed to remain in place and over existing paved driveway. <br /> basement soil undisturbed. R=Conform to Existing Radii. <br /> v <br /> SURVEY MONUMENT DETAIL <br /> TYPICAL DRIVEWAY DETAIL <br /> r <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO sc&E CONSTRUCTION DETAILS EAST MAIN STREET RESURFACING Sheet No. <br /> (Del Mar Avenue to Gillis Road) 8 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECK D DATE I APPROVAL RECOMMENDED DATE <br /> Enrique Silva 03/06 �f�i#/K it�,(,k /p <br />