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Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 7' 10' 10' 0111 7' <br /> Limits of Limits of <br /> Asphalt Concrete Asphalt Concrete 0.10' (Typ.) <br /> Planing 20 Pavement Reinforcing Fabric Planing <br /> Var. Var. <br /> �— — � — <br /> - -- - - <br /> _(� <br /> For Planing Detail 1 <br /> Exist. Curb and Gutter Exist. Roadway 0.17' Asphalt Concrete Overlay g <br /> See Sheet No. 9 (Typ.) <br /> to Remain in Place (Typ.) TYPICAL SECTION <br /> (Cole Drive) Sta. 10+14 to Sta. 18+23 (Lt.); Sta. 18+49 to Sta. 21 +83 (Lt.) <br /> (Cole Drive) Sta. 10+14 to Sta. 18+23 (Rt.); Sta. 18+49 to Sta. 20+32 (Rt.) <br /> q <br /> Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 0 <br /> v E 2' 12' 12' 2' a <br /> � o � <br /> `'' U 22' Pavement Reinforcing Fabric 3 <br /> D <br /> K <br /> rn Var. Var. <br /> Var — - — — Vor <br /> GENERAL NShoulder Backing (Typ.) Exist. Roadway 0.17' Asphalt Concrete Overlay <br /> TYPICAL SECTION <br /> 1. Contractor shall scarify native soil adjacent to (Cole Drive) Sta. 21 +83 to Sta. 29+73 (Lt.) <br /> pavement at intersection radii to a depth of (Cole Drive) Sta. 20+32 to Sta. 29+73 (Rt.) <br /> 6 and blend shoulder backing material prior Note: See Sheet 8 for Pavement Repair Detail 2 Locations <br /> to compaction. Limits of this work shall be P 5. Asphalt Concrete Overlay shall be placed in <br /> N confined to intersection rodii plus 50 feet one (1) layer with pavement reinforcing fabric placed <br /> in each direction. Payment for blending on the existing or prepared surface. <br /> o shall be considered as included in the <br /> D price for Shoulder Backing. 3. All eorthwork (except for final shoulder grading) 6. All existing trees, shrubs, fences, concrete <br /> Mshall be completed prior to placing final lift walks and other frontage improvements are <br /> 2. Existing drainage facilities shall remain in <br /> of asphalt concrete. to remain in place unless otherwise noted. <br /> rn place unless otherwise noted. The Contractor 4. Placement of asphalt concrete overlay shall 7. Hand Grinding of Asphalt Concrete Pavement will <br /> Z shall conduct earthwork operations so as not not begin until the asphalt concrete used in be required at locations where water valves and <br /> to modify or obstruct the existing drainage. pavement repair has been in place for 12 hours. maintenance holes are within planing limits. <br /> COUNTY OF SAN JOAQUIN NO SCALE Typical Section Oakwilde Avenue and Cole Drive Resurfacing Sheet No. <br /> and General Notes (Morado Lane to Ashley Lane) 2 of 11 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE APPROVAL RECOMMENDED I DATE <br />