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q- Const. <br /> - --- - -- Limits of Clearing) and Grubbing <br /> Refer to Shld_ 12, __ 12, Refer to Shld. <br /> Details Sheet No.3 Details Sheet No.3 <br /> 22' Pavement Reinforcing Fabric <br /> `Var_ Var. <br /> i <br /> ■ Asphalt Concrete Overlay <br /> Existing Roodway <br /> TYPICAL SECTION <br /> Sta.90+00 to Sta. 188+00 <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 /> 2. Material used for Shoulder Backing shall be "Selected Material" (Top Soil) at the following locations <br /> s r Sta.1 74+35 to Sta.175+00 (Lt.), Sto.180+00 to Sta.181 +00 (Rt.) LEGEND <br /> n <br /> Limits of mailbox relocation <br /> 3. Placement of the first layer of Asphalt Concrete surfacing shall not begin until Asphalt Concrete <br /> used in Pavement Repair has in place for a minimum of 36 hours. ■ 0.17' - Sta. 185+00 to Sta-187+00 <br /> N 0.25' - Sta. 99+50 to Sta-104+00 <br /> 4_ Asphalt Concrete shall be placed as noted below: Sta. 109+50 to Sta.184+50 <br /> 0.17' A.C. thickness - One (1) layer of approximate thickness with Pavement Reinforcing Fabric 0.35' - Sta. 90+00 to Sta. 93+08 <br /> A placed on existing pavement. Sta_ 95+75 to Sta. 98+50 <br /> M 0.25' A.C. thickness - Two (2) layers of approximate equal thickness with Pavement Reinforcing Sta. 104+50 to Sta.109+00 <br /> A Fabric placed between the layers. <br /> 0.35' A.C. thickness - Three (3) layers of approximate equal thickness with Pavement Reinforcing <br /> = Fabric placed between the second layer and the top layer_ <br /> m <br /> M <br /> 5_ Placement of the top layer of Asphalt Concrete surfacing shall not begin until the next lower layer <br /> o has been in place for a minimum of 12 hours. <br /> 6. Gas Valve Frame and Cover shall be adjusted to grade be Pacific Gas and Electric Company after <br /> the project is completed. <br /> A <br /> 7. Survey Monument Frames and Covers shall be adjusted to finished grade at Sta.114+23, Sta.119+12 & Sta.146+06 <br /> 0 <br /> z <br /> COUNTY OF SAN JOA(�UIN NO SCALE TYPICAL SECTION LATHROP ROAD RESURFACING sheet No. <br /> `� I I (State Route 99 to Austin Road) 2 of 6 <br /> DRAWN BY I DATE I PROJECT ENGINEER DATE CHECKED DATE T7 SUBMITTED I DATE APP 0 ECOMMENOED DATE <br />