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Const. <br /> I o <br /> Limits of Clearing and Grubbing <br /> 2' 6' 4' 12' I 12' 4' 6' 2' <br /> I <br /> I <br /> 24' Pavement Reinforcing Fabric <br /> Conform I Conform <br /> - — — — — — — — — + — — — — — — — — — — <br /> Shoulder Backing <br /> 6 Var. Depth (Typ.) 0.25' Asphalt Concrete <br /> 'o <br /> Existing Roadway <br /> a <br /> 1❑ Limits of Mailbox relocation. <br /> ir0 <br /> g <br /> 0 <br /> TYPICAL SECTION <br /> R GENERAL NOTES (Sta. 502+46 to Sta. 531 +00) )AA <br /> 1 . The Contractor shall obtain a Caltrans Encroachment <br /> Permit for all work within Caltrans' right–of–way and HOWARD ROAD RESURFACING <br /> E for any construction area traffic control devices placed on <br /> A Interstate Route 5 Off–Romps. (Wolfe Road to Mathews Road) <br /> 2. Hand Grinding of Asphalt Concrete pavement will be oQEsslc <br /> required at locations where Maintenance Hole and h���¢1 M. y/�f <br /> Storm Drain Inlets are within the planing limits. <br /> zz Exact elevation of S.D.I. frame and grate will be No. 21258 <br /> determined by the Engineer. * Ev. 9-30-01 <br /> s� �Q <br /> 3. Placement of Asphalt Concrete Surfacing shall not begin <br /> rz� until Asphalt Concrete used in pavement repair has been OF CAO'F . <br /> a in place for a minimum of 12 hours. <br /> z <br /> COUNTY OF SAN JOAQUIN No wAu TYPICAL SECTIONS MATHEWS ROAD/HOWARD ROAD RESURFACING sheet No. <br /> m (Wolfe Rood to EI Dorado Street) 2 of 15 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE /� CHECKED <br /> /� DATE �_y�SUBMITTED D0kTT/E APP ECOMMENDED DATE <br /> .S�snvw.! G.' .Adsn� 7/98 alAlfd Ae,,4 .�' o., 0lzil�' 7/&OWI -0l'Y!Y <br />