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Const. <br /> Limits of Clearing and Grubbing, and Mailbox Relocation <br /> 8' 4' 12' 12' 4' 8' <br /> 24' Pavement Reinforcing Fabric <br /> Conform <br /> Va r. I. Var_— Var. Conform <br /> _Vof. �� Vara <br /> Existing Roadway 'k 0.25' A.C. Overlay <br /> Gravel Shoulder (Typ.) <br /> TYPICAL SECTION <br /> (Sta. 1340+00 to Sta. 1482+25) 0.12' A.C. Overlay Sta. 1340+50 to Sta. 1344+50 <br /> i <br /> GENERAL NOTES <br /> n <br /> n <br /> g 1. Contractor shall scarify native soil adjacent to pavement to a 4. Frames and covers of Survey Monuments shall be adjusted <br /> u depth of 6 inches and blend shoulder backing material prior to finished grade. Refer to sheet 8 for locations, exact <br /> 6 to compaction, limits of this work is confined to intersection <br /> radii plus 50' each direction. locations shall be determined by the Engineer. <br /> Refer to Improvement Standard No. CW—R36 for details. <br /> 2. Removal of A.C. Dikes, where shown on the plans, shall be done <br /> in such a manner as not to damage the A.C. surfacing below 5. Placement of asphalt concrete surfacing shall not <br /> the dike. The cost for the removal is to be included in the begin until asphalt concrete used in pavement <br /> Lump Sum price of the Clearing and Grubbing item. repair has been in place for 36 hours. <br /> 3. Asphalt Concrete shall be placed as noted below: 6. The Contractor shall obtain a "no fee" <br /> 0.12' A.C. Thickness — One (1) layer over new reinforcing fabric. Encroachment Permit from the City of Ripon for <br /> A 0.25' A.C. Thickness — Two (2) layers of approximately work within the City's jurisdiction. <br /> f equal thickness over new pavement reinforcing fabric. <br /> A <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION JACK TONE ROAD RESURFACING Sheet No. <br /> (S.R. 120 to Santos Avenue) 2 of 8 <br /> DPANH Iff DATE I PROW EHQN1XR I DAZE CNECNED mm SUOMrrrED DALE APPROY PECOIelMIMGATE <br /> 17, 13, 5abmlano II/99 1%-4nsi` "r'( <br />