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i <br /> L 'mits of Clearing Grubbin <br /> 7 ' Ilar. 0"-/7 04 " 7 " <br /> Sh/d, Z- Traffic Zanes Median - Z- Tcaff/c L anes ShId <br /> 8' liarAj, Tarn Lane liar./'3' P" <br /> Var. !Icer, Genera/ Notes <br /> At locations where A.C. Dikes exist, <br /> ———— — ———— — - - - - - - -- - - - ------ - --- Limits of Clearing Grubbing shall <br /> 0.04'A. C. 0./0 Asphalt Concrete be to inside face of dike. <br /> (Typ.) Resurfacing Existing Roadway <br /> Z. Any Earthwork required including <br /> Ste. 1,4-25 to &a. 50 V` 00 Impart Borrow wheMor shown on the <br /> Ca <br /> to 700't <br /> (Lynn St North of French m Rd.) plans or not shall be as directed by the <br /> P Engineer, and shall be pall for by Bun ltl, <br /> force Account. <br /> Limits of Cleocin f Grubbin Asphalt Concrete e&e thickness <br /> 7' 48 ' 7' shall be full depth ofresurfaeing <br /> Sh/o' 4- Traffic Lanes Shld, at intersection. See Intersection <br /> Yar. Yat: <br /> i _I 4. Existing ,Bridge between Ste. -58--0-50 <br /> _ ___ _- -- -- - _--_ _ _ - -- - - - %- -- ---i�'z� andSta. 59 *BSsha//root heresurfaced. <br /> 0. 04'4. c. 0.21:9s�ia/t C'onc/ete E ti ,P a „ <br /> (Typ. ) Resurfacing xis oadw <br /> Y 5. A// raised traffic bars and psvernient <br /> markers" shall be remover! prior to <br /> Ste. 50 t 00 to ata. /O/ *00 resurfacing operation. <br /> <700'f North of French C'yma Rd.to 1900,, South of Clayton Ave. <br /> 5ta. //2 *50 lb Sta. 1/4t 00 <br /> ( 750 i to 600t South of Clayton Avenue ) <br /> F <br /> Limits of C/tari e Grubbin <br /> 5a7' 24' !taro-,10I 24" 2a7' 4 ' <br /> Shld. 2- Traffic Lanes /Dkdien- 2 - Traffic Lanes rld <br /> 4' /"t Turn Lane <br /> '-' Vat Vor <br /> rn j `�^ Conform <br /> Z <br /> FL <br /> "' 0.04 A. C. o.2/Aspha/t ConcreteTer/,St/n9 Roadway /mioorted Borrow <br /> Resurfacing <br /> Ste. /O/s•00 to Sta. 1/2 f 50 <br /> (1900"r to 750'- South of Clayton Avenue) <br /> H M <br /> A rYP/CA L SEC T/ONS <br /> COUNTY OF SAN JOAQUIN I SCALE: NONE TYP/CAL SECT/ONS ELDORADO STREET SZ of 7 <br /> n? Project En ear I Date Checked B Data I Assodiote Engineerl EngineerDate lAperoval Recommended BvIDate <br /> 3174 s/z9 f �/o 7 �`? <br />