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Const. <br /> Limits of Clearinl and Grubbing <br /> Refer to Shld. <br /> Refer to Shld. 22' Details Sheet <br /> Details Sheet No-3 <br /> No.3 <br /> 20' Pavement Reinforcing Fabric —� <br /> Var. I Var._ <br /> ' ♦ I <br /> Existing Roadway Concrete Overlay <br /> TYPICAL SECTION <br /> (Sta. 183+00 to Sta. 241 +00) • Limits of Mailbox Relocation <br /> ♦0.12'— Sta. 224+00 to Sta. 233+50 <br /> i <br /> 0.25'— Sta. 184+00 to Sta. 223+50 <br /> o Sta. 234+00 to Sta. 240+00 <br /> i <br /> GENERAL NOTES <br /> 1 . All earthwork, (except for final grading of shoulders) shall be <br /> completed prior to placing finished course of asphalt concrete. <br /> 0 <br /> F2. Asphalt Concrete shall be placed as noted below. <br /> A 0.12' A.C. thickness — One (1) layer with Pavement Reinforcing Fabric placed on <br /> existing pavement. <br /> W 0.25' A.C. thickness — Two (2) layers of Approximately equal thickness with Pavement <br /> = Reinforcing Fabric placed between the layers. <br /> m <br /> Z <br /> 3. Placement of the top layer of Asphalt Concrete surfacing shall not begin until the lower <br /> 0 <br /> layer has been in place for a minimum of 12 hours. <br /> 4. Gas Valve Frames and Covers shall be adjusted to grade by Pacific <br /> A <br /> Gas and Electric Company after the project is complete. <br /> N_ <br /> 0 <br /> Z <br /> TURNER ROAD RESURFACING sheet No. <br /> m <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION Davis Road to Lodi City Limits 2 of 5 <br /> __...... ..., <br /> DATE <br /> I.rte oon irrr curiucFe nATF CHECKED DATE SUBMITTED DATE APP a L MMENDED <br />