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Conform ® E.P. <br /> Rubber Planking <br /> �• 8' – <br /> �° <br /> �10' 10 <br /> N N <br /> O <br /> Existing Surface O� 3 w9 <br /> Existin Surface <br /> Existina Width Conform 12' Min. Conform <br /> Sta. 8+24 (Rt.) & Sta. 8+95 (Rt.) concrete driveways shall <br /> be removed from edge of pavement to existing joint 7' to <br /> 10' away. 0.08 <br /> Sta. 47+24 (Lt.), Sta. 49+58 (Lt.) & Sta. 66+90 (Lt.) concrete A.C. Resurfacing and Planing <br /> driveway shall be removed from edge of pavement out 8'. Existing not shown for clarity. <br /> concrete shall be saw cut to provide a neat straight line. SECTION A—A <br /> TYPED PAVEMENT REPAIR DETAIL <br /> Conform ® E.P. II EGENn <br /> Variable depth Asphalt Concrete <br /> P 8, over existing paved driveway GENERAL NOTES <br /> 0.30' Asphalt Concrete over graded <br /> and compacted native material <br /> a I 1. Material used for Shoulder Backing shall be "Selected Material" <br /> Existin Width Conform (Top Soil) at lawn area, Sta. 78+20t to Sta. 80+00f <br /> 0.65' Asphalt Concrete <br /> 0 12' Min. Pavement Repair 2. Surfacere aration of existing P P g pavement prior to placing <br /> / reinforcing fabric shall be as directed by the Engineer. Payment <br /> TYPE E R Conform to existing Radii for this work will be by Item No. 1 , Force Account. <br /> N <br /> 3. Asphalt Concrete shall be placed as noted below: <br /> o Conform ® E.P. 0.25' A.C. Thickness – Two (2) layers of approximate equal <br /> fthickness with pavement reinforcing fabric placed on the existing <br /> A T pavement. <br /> Q 8' 4. Pavement Markers may remain in place where Asphalt Concrete <br /> i surfacing is 0.25' or greater. <br /> ` I 5. Placement of Asphalt Concrete surfacing shall not begin until <br /> �--Existing Width Conform Asphalt Concrete used in pavement repair ® the C.C.T. Co. has <br /> been in place for 36 hours. A temporary A.C. ramp shall be <br /> 1yp� <br /> provided at the rail approaches until final layer of surfacing is <br /> M TYPE placed. <br /> V) 6.DRIVEWAYS 6. All existing fences are to remain in place. <br /> 0 <br /> Z <br /> Lm COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS ASHLEY LANE RESURFACING Sheet No. <br /> (N. 99 Frontage Road to Hildreth Lane) 5 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMIITTEDDATE APPROV ,RECOMMENDED DATE <br /> Y6.1 S. ad.,yI'�it�96 - v�oc� ��S ��� G <br />