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i Const. <br /> 1 <br /> Limits of Clearing and Grubbing, and Mailbox relocation <br /> I~- -- 24'-25' - <br /> 10'- <br /> — Var. M <br /> 0.08' o --.__-.- I - (Misc.hAreas) <br /> o 6' - 20 - - 24' Pavement Reinforcing Fabric 10'-14' 2'-6' -4'- th 1' <br /> 3 <br /> _� `Var. Vac Var, 2%� 89,E dol 3'--3' <br /> Exist. C.&G. \ <br /> to remain in -- <br /> place. I 0.21' Asphalt Concrete Overlay <br /> �\ <br /> I P Y <br /> ' <br /> 0.50Asphalt Concrete Widening—Existing Roadway P 9— Conform 3❑ <br /> TYPICAL SECTION Sta. 8+10 to Sta. 15+71 (Rt.) <br /> m Sta. 9+13 to Sta. 15+98 <br /> i <br /> 0 <br /> a CL Const. <br /> n <br /> m y I <br /> Limits of Clearing and Grubbing, and Mailbox relocation <br /> n <br /> I <br /> 4' T _-—.__ __-_—Var. I Var. 4'-- 1' .f <br /> f <br /> 0 <br /> Var. mar. I Var, Var. <br /> I� a <br /> P I <br /> Existing Roadway <br /> --Variable depth Asphalt Concrete Overlay Conform <br /> Conform TYPICAL SECTION �-7g /^+ �j <br /> 0 Rhode Island Avenue: RECO 1 DHAVVINC <br /> : Sta. 4+44 to Sta. 5+50 <br /> � Chronicle Avenue: `?haaues w___,_ <br /> m Sta. 5+16 to Sta. 5+50 ate <br /> o Sutro Avenue: Person Using This Drawing Should� <br /> O ' Sta. 5+16 to Sta. 5+50 -,Tabor P; sn< +'n r ca.. ^ JAI , <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION HARDING WAY IMPROVEMENTS sheet <br /> No. <br /> (Filbert Street to Report Avenue) 3 of 72 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMRTED DATE APPROVAL RECOMMENDED DATE <br />