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F1 <br />z <br />0 <br />i 4' Minimum <br />Existing <br />Surface <br />%1 <br />(Type A) <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width (4' minimum). See sheet 6 for <br />locations. Dimensions and locations are subject to <br />change at Engineer's discretion. <br />Hot Mix Asphalt to Thick) Standard Frame and <br />(3/s" max aggregate size) MOn Cover Assembly <br />Hot Mix Asphalt (Refer to SJCO Std <br />Overlay Drawing R -28A) <br />ExistingRoadway <br />2❑ Line or sawcut <br />6" OD PVC Pipe <br />6" <br />Existing Survey Monument <br />to Remain in Place and <br />Undisturbed <br />SURVEY MONUMENT DETAIL <br />NOTES: <br />1❑ Elevation of frame shall match finished grade of pavement Ys"f <br />❑2 Place Class 3 PCC collar around monument frame. <br />COUNTY OF SAN dOAQUIN No SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Randolph NoTtiega 12015 � -- - '� <br />24 <br />12' Minimum <br />Existing Width <br />0.30' Hot Mix Asphalt over Shaped <br />and Compacted Native Material <br />IL <br />-- Const <br />Confor� ^ CD <br />EP <br />R=Conf <br />Existing Radii <br />Variable Depth Hot Mix Asphalt <br />over Existing Paved Driveway <br />TYPE E <br />Note: Paved Frontages are to <br />be paid as Type E Driveways <br />TYPICAL DRIVEWAY DETAILS <br />CONSTRUCTION DETAILS <br />CHECKED <br />DATE <br />tr n <br />Driveway D <br />—HMA Overlay 6' o Existing <br />— Var, "or (10, 3 Surface <br />max) <br />Existing <br />Roadway 0.30' HMA over <br />compacted native <br />SECTION A -A <br />Con EP k� <br />0 <br />Driveway ' Existing <br />r� -✓LHMA Overlay 6' 011 Surface <br />L Var_ Var (�p' max)1_ <br />r 0.04' <br />Existing <br />Roadway Var depth HMA over <br />existing surface <br />SECTION B -B <br />��CORDD��V�NC <br />nrtections B, " •" <br />�o Changes <br />RAY ROAD RESURFACING <br />(Peltier Road to Kile Rd) <br />Sheet No. <br />5 of 6 <br />TYPE <br />D <br />Note: Portion of existing concrete <br />driveway <br />at Sta 56+81 (Rt) to be <br />removed. <br />Driveway shall be sawcut <br />at <br />from <br />EP at the existing joint <br />to <br />provide a <br />clean and neat conform <br />line. <br />Payment <br />for this work is included <br />in the <br />Driveway <br />Type D item and no separate <br />payment <br />will be made. <br />Confor� ^ CD <br />EP <br />R=Conf <br />Existing Radii <br />Variable Depth Hot Mix Asphalt <br />over Existing Paved Driveway <br />TYPE E <br />Note: Paved Frontages are to <br />be paid as Type E Driveways <br />TYPICAL DRIVEWAY DETAILS <br />CONSTRUCTION DETAILS <br />CHECKED <br />DATE <br />tr n <br />Driveway D <br />—HMA Overlay 6' o Existing <br />— Var, "or (10, 3 Surface <br />max) <br />Existing <br />Roadway 0.30' HMA over <br />compacted native <br />SECTION A -A <br />Con EP k� <br />0 <br />Driveway ' Existing <br />r� -✓LHMA Overlay 6' 011 Surface <br />L Var_ Var (�p' max)1_ <br />r 0.04' <br />Existing <br />Roadway Var depth HMA over <br />existing surface <br />SECTION B -B <br />��CORDD��V�NC <br />nrtections B, " •" <br />�o Changes <br />RAY ROAD RESURFACING <br />(Peltier Road to Kile Rd) <br />Sheet No. <br />5 of 6 <br />