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Const. <br /> I <br /> Limits of Clearing & Grubbing <br /> Earthwork (Misc. Areas) <br /> Refer to 12' 12, Refer to <br /> Sheet No. 3 for Sheet No. 3 for <br /> Shoulder Details Shoulder Details <br /> 22' Pavement Reinforcing Fabric <br /> V <br /> ar. Var <br /> Existing Roadway) 10.25'-0.40' Asphalt Concrete Overlay <br /> Existing RoadwayT <br /> (See Plan Sheets for limits) <br /> TYPICAL SECTION <br /> (Sto. 56+00 to Sta. 170+00) <br /> rt Const. <br /> i GENERAL NOTES <br /> o D <br /> g1. All earthwork, except placement of shoulder backing shall <br /> be completed prior to beginning placement of asphalt 12' 12' <br /> concrete surfacing <br /> Q: 2 <br /> 2. Asphalt Concrete shall be placed as follows: <br /> 0.25 Thickness = 2 layers of approximate equal thickness <br /> without reinforcing fabric. <br /> f 0.35 Thickness = 3 layers of approximate <br /> ;a 0.35 PP equal thickness <br /> with reinforcing fabric placed on top of <br /> the bottom layer. <br /> 0.40 Thickness = 3 layers of approximate equal thickness <br /> with reinforcing fabric placed on top of TYPICAL TRAM <br /> o the bottom layer. <br /> LANE LAYOUT <br /> 5 <br /> N <br /> O <br /> Z <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION KASSON ROAD RESURFACING sheet No. <br /> R (1 Mi. S/0 Linne Rd. to O.W. N/0 Critchett Rd.) 2 of 10 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVRECOMMENDED DATE <br /> 7/ <br /> .`/amwL 6. .Adient 3/97 <br />