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• <br />1. Prior to commencing any work, it shall be the Contractor's responsibility to <br />have each utility company locate in the field their main and service lines. The <br />Contractor shall notify the members of the Underground Service Alert (U.S.A) <br />48 hours in advance of performing excavation work and/or sign relocation <br />work by calling the toll—free number 811. <br />2. The Contractor shall field verify all utility locations and depths. It shall be the <br />Contractor's sole responsibility to protect all existing utilities, so that no <br />damage results to them during the performance of this contract. <br />3. Existing drainage facilities, water valves, frames and covers, water meters, <br />trees, shrubs, curb, gutter, and sidewalk shall remain in place unless otherwise <br />noted on the Plans. <br />See <br />Shoulder <br />Details <br />on <br />Sheet 3 <br />Pavement Reinforcing Fabric <br />1137-t <br />m <br />COUNTY OF SAN JOAQ UIN <br />L_ _ <br />DRAWN BY DATE PROJECT ENGINEER <br />juanAcevedo 12/12 1iA&kp„L4- <br />Varies * <br />12'-17' <br />Var <br />4. Contractor shall scarify and dispose existing asphalt concrete (with the <br />exception of asphalt concrete frontages and driveways) that protrudes beyond <br />the proposed paving limits as part of Clearing and Grubbing at the following <br />locations: Sta 12+78 to 13+30 (Left), 23+72 to 24+76 (Left), 35+05 to <br />38+05 (Left), 40+31 to 41+79 (Left) and 43+65 to 57+88 (Left). <br />5. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt <br />Concrete used in Pavement Repair has been in place for 18 hours. <br />6. Shoulder backing material at all intersection radii shall receive penetration <br />treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment <br />work shall be confined to intersection radii plus fifty feet (50') in each <br />direction. <br />CE <br />Const <br />Limits of Clearing and Grubbing <br />Varies <br />22' Pavement Reinforcing Fabric 12'— 17 <br />.25' AC Overlay <br />* <br />TYPICAL SECTION <br />See Plans for width variation <br />NO SCALEI GENERAL NOTES AND TYPICAL <br />SECTION <br />DATE I CHECKED of I DATE <br />G ht -; // G/. <br />Var <br />Existing Roadway <br />See <br />Shoulder <br />Details <br />on <br />Sheet 3 <br />LIVE OAK ROAD RESURFACING Sheet No. <br />(State Route 99 Frontage Road East to Furry Road) 1 2 of 8 <br />