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M. F <br /> Const. y M H Yi <br /> •Limits of Clearing and Grubbing No. 21258 <br /> 6' 4' 12' 12' 4' #6' <br /> `c. 9TF. CIVIL R� <br /> 24' Pavement Reinf. Fabric SCALY' <br /> VVar. V_jc Var. <br /> V01 r <br /> Conform Conform <br /> Existing Roadway <br /> Shoulder Backing GENERAL NOTES <br /> 0.21 ' Asphalt Concrete (TYPO 1 . Where superelevations exist on horizontal curves, <br /> the new surface slope and drainage shall conform <br /> LEGENDto existing. <br /> > See details below <br /> • Limits of Mailbox Relocation TYPICAL SECTION for deviations. 2. Place Survey Monument Frames and Covers at <br /> Sta. 53+040 and Sta. 106+1811 . Refer to San <br /> Sta. 30+00 to Sta. 125+00 Joaquin County Standard R-28 for details. Exact <br /> locations to be determined by the Engineer. - <br /> DESIGN DESIGNATION <br /> Const. Const. (10 YEAR-2002) <br /> A.D.T.= 9,500 T.= 5% <br /> o •Limits of Clearing & Grubbing �A Limits of Clearing & Grubbing D.H.V.= 950 V.= 60 M.P.H. <br /> M and Earthwork (Misc. Areas) (— t' and Earthwork (Misc. Areas) D.= 51% <br /> °a— > Var. — --y --yt— 16 8 9 <br /> y o 5'' T-10' 4 16 6 <br /> 8% 4'�I <br /> I I81. Gutter Grade Approximate Earthwork Quantities <br /> v <br /> s I Z <br /> Var. For Information Only <br /> m 010 Shoulder 0. ulder -- ( Units of C.Y.y _ -- , Backing king Conform Exc. Emb• <br /> m Conform Imported Borrow Imported Borrow Sta. 81 +75± to Sta. 86+16t (Lt) 3 45 <br /> • Refer to x—section for exact width. Sta. 84+60 to Sto. 85+84f (Rt) 0 146 <br /> 12"0 RCP <br /> SHOULDER DETAIL SHOULDER DETAIL <br /> !a Sta. 81+75t to Sta. 86+16+ (Left) Sta. 84+60t to Sta. 85+84+ (Right) <br /> 9 <br /> m <br /> .1J <br /> " z NO SCALE TYPICAL SECTION ESCA400' S/0 Lo°kRROo riposoRRdACING Sheet of 60 <br /> COUNTY OF SAN JOAQUIN <br /> Drawn By I Date Project Engineer Date I Checked Date I Submitted Date I <br /> /A p=ol co mended Date <br /> ,bn.Aq,d�h II/92 ymt sm I1192 i�o/92 0&.,L Jofst <br /> L� I <br /> J <br />