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Const <br />Limits of Clearing and Grubbing <br />I <br />12' _ _ 12' <br />See Shoulder I See Shoulder <br />Details on 22' Pavement Reinforcing Fabric Details on <br />Sheet No. 3 I F-0.25' AC Overlay Sheet No. 3 <br />Var I j Var — <br />L------------- <br />---J <br />o <br />CD <br />TYPICAL SECTION <br />Existing Roadway <br />Sta 414+50 <br />to Sta 656+75 <br />RECORD DRAWING <br />N <br />Corrections By <br />o <br />o <br />No Changes By <br />Date /2 -6-// <br />o <br />GENERAL <br />NOTES <br />Any Person Using This Drawing Should Verify <br />�C <br />All information By inspectlne The 61t+s CM VVW* <br />A <br />a <br />m <br />1. <br />Shoulder Backing Material at all intersection radii shall receive penetration <br />7. Hand Grinding of Asphalt Concrete Pavement will be required at locations <br />treatment at 0.25 gallon/square yard. Limits of the penetration treatment <br />where survey monuments are within the planing limits. <br />ca <br />M <br />work shall be confined to the intersection radii plus fifty feet (50') in <br />Payment for Hand Grinding <br />shall be considered as included in the contract <br />each direction or to the intersection conform. <br />unit price paid for Planing <br />Asphalt Concrete Pavement. <br />CrCD <br />1-;C1- <br />2. <br />Asphalt concrete overlay shall be placed in 2 layers of approximately equal <br />8. The Contractor shall be responsible <br />for adequately scheduling inspection <br />thickness with pavement reinforcing fabric placed over existing pavement. <br />and testing of all facilities <br />constructed under this contract. <br />3. <br />All pavement repair must be completed 12 hours prior to placement of <br />All testing shall conform to <br />the Standard Specifications. <br />asphalt concrete overlay. <br />All re–testing shall be paid <br />by the Contractor. <br />CL <br />4. <br />Existing drainage facilities shall remain in place unless otherwise noted. <br />The Contractor shall conduct earthwork operations so as not to modify <br />9. The Contractor shall obtain an encroachment permit from Caltrans for the <br />installation of advance warning signs on State Highway 88. <br />or obstruct the existing drainage. <br />5. <br />All earthwork, except final grading of the shoulders, shall be completed <br />prior to placing final layer of asphalt concrete. No shoulder backing <br />i <br />ZE <br />shall be deposited or drifted onto the final lift of asphalt concrete surface. <br />6. <br />All existing trees, shrubs, fences, concrete walks and other frontage <br />r <br />improvements are to remain in place unless otherwise noted. <br />M <br />�z <br />0 <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />TYPICAL SECTIONS AND <br />LIBERTY ROAD RESURFACING <br />Sheet No. <br />GENERAL NOTES <br />(Dry Creek Road to State Highway Route 88) <br />2 of 8 <br />DRAWN BY <br />DATE PROJECT ENGINEER DATE CHECKED DATE <br />