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Const. <br /> Limits of Clearing and Grubbing <br /> See Shoulder 9' 12' I 12 4' See Shoulder <br /> Details Details <br /> Sht. No. 4 I Sht. No. 4 <br /> 32' Pavement Reinforcing Fabric <br /> /�� _ ✓or. I _ ✓oa ✓or <br /> 0.08' A.C. \ <br /> Planing Depth <br /> — — — — — — — — — — — — — — — — — — — — <br /> Planing Subgrode77 0.25' Asphalt Concrete <br /> See detail Sht. # 12 <br /> Existing Roadway <br /> 10 Limits of Mailbox relocation. TYPICAL SECTION <br /> (Sto. 13+14 to Sta. 16+29) Note: See Plan Sheet No. 7 for <br /> r location of transitions <br /> and paving width changes <br /> �1 <br /> Const. <br /> o Limits of Clearing and Grubbing <br /> w See ShoulderSee Shoulder <br /> I� g Details 16 2 Details <br /> o Sht. No. 4 I Sht. No. 4 <br /> 16' Pavement Reinforcing Fabric <br /> F <br /> v Existing Roodway 7 0.25' Asphalt Concrete �CfESS� <br /> M. <br /> o No. 21258 <br /> TYPICAL SECTION * Up. 9-w-01 <br /> m (Sta. 17+30 to Sta. 20+80) �9TF°FCcnL1F°��\e <br /> MATHEWS ROAD CONNECTION RESURFACING <br /> Z (Conlis Boulevard to Endow Road) V111y <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTIONS MATHEWS ROAD/HOWARD ROAD RESURFACING Sheet No. <br /> `� (Wolfe Road to EI Dorado Street) 3 of 15 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE n� CHECKED <br /> � DATE SUBMITTED DATE APPROVAL e4COMMENDED DATE <br /> 7/98 <br />