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Const. <br /> 1 1' 2' 2' E <br /> 0 <br /> EP Conform CSD E.P. EP Conform E.P. _ w <br /> T 0.30' AsDpha t Concrete <br /> 4' over shaped compacted R R 4' <br /> 1:1 native material. 1:1 <br /> 1 Existing Width Conform WHITE LANE: 0.30' Asphalt Concrete <br /> Conform Existing Width 12' Min. Station 7+10 to 12+92 Lt. <br /> 12 Min. ' Station 16+25 to 21+50 Lt. <br /> depth Asphalt Concrete over existing paved driveway. Station 26+65 to 31+00 Lt. <br /> Variable de <br /> p p g p y• Station 33+40 to 50+74 Lt. <br /> Station 42+15 to 50+74 Rt. <br /> TYPED TYPE E SOLARI RANCH ROAD <br /> Station 0+19 to 7+50 Lt. <br /> NOTE: TYPE F <br /> Approx. 4 S.Y. of concrete removal at concrete driveway at White Lone Sta. 44+00 Lt. <br /> Saw cut at score line approx. 1' from edge of pavement. Payment for this work sholl <br /> be considered as included in the lump sum for the clearing and grubbing bid item. <br /> TYPICAL DRIVEWAY DETAILS <br /> � D <br /> r <br /> r*i <br /> z 0.25 A.C. Overlay 100' Bridge 29C-336 100' 0.25 A.C. Overlay <br /> MA.C. Trans. A.C. Trans. <br /> s <br /> 56' 44' 56' 044' <br /> pavement 0.40' Cut in 0.40' Cut in pavement <br /> See Note Below Existin grinding Pavement Pavement grinding <br /> 1 Surfoc� 0 0 0 0 <br /> o o o <br /> o a <br /> 0.30' Asphalt <br /> Concrete Exist. <br /> NOTE: Width (4' minimum): Exist. Roadway <br /> oa <br /> Rdway <br /> Approximate dimensions used for estimating purposes 0.30' A.C. 0.30' A.C. <br /> ore available upon request. The dimensions and locations Pavement Repair Pavement Re air <br /> ore subject to change at the Engineer's discretion. RECORD D <br /> X PAVEMENT REPAIR DETAIL PAVEMENT REPAIR DETAIL Corrections By <br /> r <br /> AT BRIDGE APPROACHES No Changes By <br /> M Date /2 - �7 <br /> Any Person Using This Drawing Should Verify <br /> All information By inspecting The Site Of Work <br /> COUNTY OF SAN JOAQUIN NOSME CONSTRUCTION DETAILS HILDRETH LANE, WHITE LANE, AND Lof <br /> t Noy. <br /> SOLARI RANCH ROAD RESURFACING <br /> DRAWN BY DATE PROJECT ENGINEER DATE D DATE APPROVAL RECOMMENDED I DATE/_ <br />