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Const. <br /> Limits of Clearing and Grubbing IN <br /> 10' 10' <br /> d a: <br /> ui u; <br /> Var. 10• 10' 4 Var. <br /> V-4' <br /> 18' Pavement Reinforcing Fabric M. <br /> 0 <br /> U <br /> Conform O Exist. onform O Exist. <br /> Top of slope(Typ.) <br /> Top of slope(Typ.) -.OIL Vor, Var. �i V <br /> °moi <br /> L- — — — — — — - - � — - - - - - - - 1 <br /> Existing Roadway 0.30' Asphalt Concrete Overlay TYPICAL TRAFFIC <br /> �TYP J <br /> Omits of Mailbox relocation. TYPICAL SECTION LANE LAYOUT <br /> 33 Sto. 0+50 to Sto. 66+70 <br /> o <br /> [A o GENERAL NOTES <br /> M <br /> 1. Material used for Shoulder Backing shall be 'Selected Materiae 4. Placement of the top layer of Asphalt Concrete shall not begin until <br /> (Top Soil) from Sta. 65+00 to Sta. 66+70(Lt.). the next lower layer has been in place for a minimum of 12 hours. <br /> w <br /> x <br /> rn 2. All earthwork (except for final radio of the shoulders <br /> ra ( P grading ) 5. Place Survey Monument Frames dt Covers at Sta. 26+47.75 (4't Rt.)� Sta. 3y+'71.62 �4 '! Rt.) <br /> shall be completed prior to placing final layer of asphalt <br /> zconcrete. and Sta. 52+95.89 (3't Rt.). Exact location to be determined by - <br /> the Engineer. Refer to S.J.Co. Std. Dwg. No. R-28, for details. Q <br /> 3. Asphalt Concrete shall be placed as noted below: z `tQ� oCe <br /> 0.30' A.C. Thickness - Two (2) layers of approximate equal 6. Pavement Markers shall be removed where Asphalt Concrete <br /> A thickness with pavement reinforcing fabric between the layers. surfacing is less than 0.25' thick. <br /> � <br /> z <br /> HARNEY LANE RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION (Davis Road to Extension Road) 2 of 4 <br /> DRAWN BY DATE PROJECT ENGINEER TET CHECKED DATE ,, SUBMITTED DATE R OMMENDED DATE <br /> Yo.....d 6. ddc...y 5/96 S-il•�4G c'Z �� y/q�//! (/ <br />