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Const <br /> I <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 12' -I- 12' <br /> See See <br /> Shoulder Details 11' .Pavement 11' Pavement Shoulder Details <br /> Sheet 4 Reinforcing Fabric Reinforcing Fabric Sheet 4 <br /> Existing Var + Var _ Existing <br /> - Ground _ VL - — - <br /> �Ground <br /> _ ------ ------ -- - - - --- ------- ----- <br /> _J <br /> Existin Roadway <br /> 9 y 0.17' Asphalt Concrete Overlay <br /> TYPICAL SECTION <br /> FILBERT STREET Sta 49+87 to Sta 64+47 <br /> m <br /> BOB/NDALE AVENUE Sta 9+90 to Sta 27+97 <br /> Z <br /> / <br /> 0 <br /> N <br /> O <br /> n Const <br /> v 25' R/W - - 25' R/W <br /> I <br /> F <br /> zg- "' Limits of Clearing and Grubbing <br /> a <br /> 1 ' 5't 13.59t -I- 13.5't 5'tCL <br /> 1' <br /> Existing Roadway <br /> Conform at LiSurface <br /> P I ---- ---__ Conform at Lip <br /> - - - - - - - - �-- -- --�- ` Var ---- ---- Var f --r-- - - - - - - - - <br /> o � — •° n �_ / � •or n. " o 'er T- <br /> n --'---�Le°--- --- - --------- -- - -- - - ------ - ---- - --- --- -I-->Yj '---`-I <br /> 0.50' - <br /> N <br /> TYPICAL SECTION --- <br /> m EUCL/D AVENUE Stn 80+12 to Sta 87+28 � WA" <br /> ,__ .. _ 1 � l/ <br /> �4v <br /> V Sta 87+88 to Sta 92+75sl _©i k:,.uantatfqt,ftrireas of <br /> �' 11I�ObI tW A1i 1 nt <br /> r., <br /> Z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTIONS FILBERT STREET, ROBINDALE AVENUE AND EUCLID AVENUE RESURFACING S3h a N3. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br /> APPROVL REC MMENDED DATE <br /> L. Aguilar 8110 <br />