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GENERAL NOTES: TYPICAL DRIVEWAYS <br /> 1 The contractor shall obtain an EP Conform ® E.P. EP Conform ® E.P. <br /> encroachment permit from the State of <br /> California (Caltrans) prior to beginning work e <br /> within the State Highway Route 26 R/W. 1 1 <br /> 2. Surface preparation of the existing <br /> pavement (advance leveling and pothole Conform R = Conform to <br /> repair) shall be directed the Engineer. <br /> Paymenttfor this work willll Conform be by Item No. 1 Existing Width existing radii <br /> 12' Min. <br /> Force Account. <br /> 3. Placement of asphalt concrete shall not 0.30' Asphalt Concrete over Variable depth Asphalt Concrete <br /> begin until the asphalt concrete used in shaped and compacted native over existing paved driveway. <br /> pavement repair has been in place for 36 material. <br /> hours. TYPE D TYPE E <br /> »' 4. Frames and covers for manholes shall be Concrete Driveway Note: <br /> o adjusted to Finished Grade as directed by <br /> o the Engineer. Refer to Improvement Std. Anteros Avenue <br /> g No. CW—R36 for details. (Miner Avenue to Lillian Avenue) Conform <br /> a Station 1 +92 (Right) 10' 0A65. Existing drainage facilities are to remain in <br /> Station 2+30 Ri ht 1 Existing <br /> place. The contractor shall conduct his ( 9 ) 0 Exist. C.G.& S. aned Surface <br /> work as not to modify or obstruct the Hinkley Avenue grode <br /> R mexisting drainage, unless otherwise shown on (Washington Street to Rick Avenue) \16 <br /> -- <br /> o z the plans. Station 43+50 (Right) 8' <br /> D -7iT�J <br /> a m 6. Where superelevations exist on horizontal Station 44+75 (Right) 8' <br /> curves, the new surface slope and drainage Station 48+15 (Left) 8' LONGITUDINAL PLANING DETAIL <br /> shall conform to existing. Miner Avenue <br /> v <br /> (Anteros Avenue to Oro Avenue) <br /> o Station 1 +85 (Left) 9' <br /> 7. Existing curb, gutter, and sidewalk shall Station 2+36 (Left) 9' <br /> remain in place, unless otherwise noted on See Note <br /> the plans. NOTE: Concrete driveway approaches between the <br /> new edge of pavement and the conform line shall Below <br /> 8_ The water valve frames and covers will be be removed. The existing concrete shall be saw Existing <br /> adjusted by others after completion of cut to provide a neat straight joint at the conform Surface <br /> project. line. The asphalt concrete thickness in the removed <br /> ` u concrete driveway areas is to be 0.50'. <br /> v <br /> Note: <br /> Width, length Vand locations <br /> A to be determined by the 0.50' Asphalt <br /> Engineer. Concrete <br /> Mm <br /> PAVEMENT REPAIR DETAIL <br /> COUNTY OF SAN JOAQ UIN NO SCALE GENERAL NOTES AND EAST STOCKTON STREETS RESURFACING Sheet No. <br /> CONSTRUCTION DETAILS (Anteros, Cardinal, Hinkley, Lillian, Miner Ave) 11 of 13 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMfrrED I DATE APPR(YVALRECOMMENDED DATE <br />