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Const. <br /> — — Limits of Clearing) and Grubbing --- - - -- — <br /> & Earthwork (Roadway Widening) <br /> Refer to Shld. 12, 12' �l� Refer to Shld. <br /> Details Sheet No.3 Details Sheet No.3 <br /> 22' Pavement Reinforcing Fabric f-1 '± Widening (Typ.) <br /> o r. _ _ <br /> 4 Asphalt Concrete Overlay ' <br /> Existing Roadway <br /> 0 <br /> 0.60' A.C. Widening (Typ.) <br /> TYPICAL SECTION <br /> Sto. 89+75 to Sta. 155+75 <br /> GENERAL NOTES <br /> 1 . All earthwork, (except for final grading of shoulders) shall be completed prior to <br /> placing finished course of Asphalt Concrete. <br /> v <br /> 2. Asphalt Concrete shall be placed as noted below: GEN <br /> 0.15' A.C. Thickness — One (1) layer with Pavement Reinforcing Fabric placed on existing <br /> N o pavement. A.C. Widening shall be placed and compacted prior to beginning overlay. • Limits of mailbox relocation <br /> ro 0.30' A.C. Thickness — Two (2) layers of approximate equal thickness with )K 0.15' — Stu. 144+00 to Sta.155+25 <br /> A Pavement Reinforcing Fabric placed between the layers. A.C. widening may be 0.30' — Sta. 91+75 to Sto.123+00 <br /> be placed simultaneously with the first layer of the overlay. 0.40' — Sta. 124+00 to Sta. 142+00 <br /> \ v, 0.40' A.C. Thickness — Three (3) layers of approximate equal thickness with <br /> m Pavement Reinforcing Fabric placed between the second layer and the top layer. ♦ 6" Maximum Fabric Overlap <br /> Tl A.C. widening may be placed simultaneously with the first layer of the overlay. <br /> z <br /> 3. Native material from excavation of widening areas may be spread and <br /> compacted on shoulder embankment areas provided a minimum depth of <br /> 0.25' shoulder backing material is maintained for the 4' adjacent to the E.P. <br /> A <br /> Vl <br /> O <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION PELn RESURFACING Sheet <br /> (1500 W/O Ra.yy RR0oad to DeVries Road) 2 of 5 s <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RE OMMENDED DATE <br />