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F <br /> �r <br /> Limits of Clearing and Grubbing <br /> 4' 4' 16'-43' 16'-28' <br /> 24' Pavement Reinforcing Fabric <br /> Conform Conform <br /> 9.T Yn� Win= Var. <br /> Existing Roadway <br /> 0.25' A.C. Overlay Shoulder Backing <br /> m TYPICAL SECTION <br /> a 1❑ Width varies. Refer to plan sheets 3 & 4. <br /> o (Sta. 190+ 13 to 243+06) <br /> 2❑ 36' Sto. 239+00 to Sta. 243+06. le Edge of Traveled <br /> 3 amt. way (TYp•) <br /> j GENERAL NOTES <br /> ti <br /> 1. Asphalt concrete shall be placed in two layers of <br /> napproximate equal thickness with pavement reinforcing - <br /> fabric on the existing pavement surface. 4' 12' 12' 4' <br /> ^ 0 2. Placement of asphalt concrete surfacing shall not begin <br /> V' until the asphalt concrete used in v <br /> FE until p pavement repair has E P <br /> been in place for 36 hours. E P � � � <br /> S <br /> 3. Survey Monument Frame and Cover shall be adjusted <br /> p) to finished grace at Sta. 216+463 and Sto. 243+003 10' Rt. 5 . <br /> m4. Contractor shall scarify native soil adjacent to pavement to a depth of <br /> y 6 inches and blend shoulder backing material prior to compaction, limits , <br /> z of this work is confined to intersection radii plus 50' each direction. rr <br /> L0 5. All shoulder backing work (except for final shoulder grading) shall be <br /> completed prior to placing final layer of asphalt concrete. TYPICAL TRAFFIC t� <br /> 6, The Contractor shall obtain a "no fee` Encroachment Permit from the LANE LAYOUT ' <br /> n City of Stockton for work within the City's jurisdiction. ♦ <br /> ut <br /> z <br /> g COUNTY OF SAN JOAQUIN TYPICAL SECTION EIGHT MILE ROAD RESURFACING sheet 5 <br /> m NO SCALE (lhomton Road to Davta Road) 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE I D DATE <br />