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D <br />0 <br />D <br />v <br />r <br />m <br />z <br />D <br />3 <br />M <br />En <br />v <br />D <br />rn <br />M <br />z <br />0 <br />CL <br />Const <br />I <br />Limits of Clearing and Grubbing <br />1' *7'± 24'± I <br />1 ' 42'± <br />Var <br />20'± — <br />Pavement Reinforcing Fabric <br />i 1 Var <br />TYPICAL SECTION <br />1 1 Sta 10+18 to Sta 19+96 <br />L <br />� I <br />L— — — — — — — — — — — — — — — — — — — — — -t— --- — — — — — — — — — — — — — — — — — I <br />Existing Roadway Plane 0.20' of Existing Asphalt Concrete. <br />Replace 0.20' Asphalt Concrete over <br />*S 1 f Pavement Reinforcing Fabric. <br />we p ans or areas of Minor Concrete <br />(Curb, Gutter and Sidewalk) & <br />Minor Concrete (Curb and Gutter) replacement. <br />rt <br />Const <br />I <br />Limits of Clearing and Grubbing <br />1' 7'± 24'± 24'± *7'± 1' <br />1' 46'± Pavement Reinforcing Fabric 1 <br />Var I <br />Var <br />------ �:Z..C_-_-------- <br />L--------------1--------� -- <br />Existing Roadway) I <br />GENERAL NOTES: <br />----------------- I <br />Plane 0.20' of Existing Asphalt Concrete. <br />Replace 0.20' Asphalt Concrete over <br />Pavement Reinforcing Fabric. <br />TYPICAL SECTION <br />Sta 19+96 to Sta 25+95 <br />NOTE: <br />1. Existing roadway contains pavement <br />reinforcing fabric within planing area <br />at a depth of 0.17'±. <br />1. Existing drainage facilities shall remain in place unless otherwise noted. <br />2. Street side Storm Drain Inlets shall be protected from liquid runoff sediments and chemical pollutant in a manner consistent with the requirements of the National Pollution <br />Discharge Eliminating System (NPDES) General Construction Permit and per Special Provisions. <br />3. All existing trees, shrubs, fences and other frontage improvements are to remain in place unless otherwise noted. <br />4. Placement of asphalt concrete overlay shall not begin until the asphalt concrete used in pavement repair has been in place for 18 hours. <br />5. Hand Grinding of Asphalt Concrete Pavement will be required at locations where valve covers, or maintenance holes are within the planing limits. Payment for hand grinding shall <br />be considered as included in the contract unit price paid for Planing Asphalt Concrete Pavement. <br />6. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and between new sidewalks and existing driveways. All new Curb, Gutter and Sidewalk shall <br />conform to the existing flowline elevations, with a straight grade between conforms. <br />COUNTY OF SAN -JOAQUIN No SCALE TYPICAL SECTION MICHIGAN AVENUE RESURFACING Sheet No. <br />AND GENERAL NOTES 2 of 6 <br />DRAWN BY DATE PROJECT EN INEER DATE CHECKED BY DATE <br />L. Aguilar 41-11 <br />