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Const. <br /> • <br /> Limits of Clearing and Grubbing <br /> 6' 4. 12' t 12' 4' • 81 <br /> 24' Pavement Renforcing Fabric <br /> Var, — Var. ( Vacs Var.y <br /> Conform `Sr. Vo r. Conform <br /> rE.,,ting <br /> Var. LDepth Shld. backing (Typ.) Roadway i 0.25' Asphalt Concrete Overlay <br /> LEGEND TYPICAL SECTION <br /> • Limits of Mailbox Relocation Sta. 134+00 to Sta. 240+75 <br /> ♦ 6' — Sto. 176+00 to Sta. 188+00 <br /> D <br /> GENERAL NOTES: <br /> n <br /> Do 1. Asphalt Concrete surfacing shall be placed in 2 layers of <br /> approximotely equal thickness. Pavement Reinforcing Fabric <br /> shall be placed between the layers. <br /> 2. Survey Mounment Frames and Covers shall be adjusted <br /> r- to finished grade at the following locations: Sta. 135+66t, <br /> m Sta. 162+05t, 188+47t, 214+91t, 241+34t. <br /> zExact locations to be determined by the Engineer. <br /> D <br /> 3. Existing pavement markers may remain in place where <br /> RECORD DRAWING <br /> asphalt concrete overlay thickness is 0.25' or greater. <br /> C(3rrec±ions By.. _ <br /> F+v <br /> 10 -04 <br /> D <br /> unlz We Verify <br /> Rv insPpnhn& Tnp Site Of"It <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION CH Durham e1R0AD RESURRAcING sry Road 2 of 40. <br /> Drawn By Date Project nEngineer Date Checketl I Dote Submitted Date A rov I R connended Date <br /> 4ZI? <br />