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Const <br /> GENERA L NOTES <br /> Placemen f of Asphalt Cone,-e to Surlaeimq <br /> shall not begin, unci/ Asphalt Corin ete <br /> Limits of Clearing and Grr1bb1n9 used for' favernee7>' Repair hag been in <br /> place Por a ml.-71mum of 96 hours. <br /> 24Pavement ReinForeinq Fabric <br /> e,, Asphalt Concrete used fol, Pavement Repair <br /> Referto �� l2 . l2. 4 , Refer -110 shall ooi be p/geed in layers Which <br /> Shovlder Shov/oer exceed 0.S0' rn Compacted th%ckness. <br /> De toils Defai/s 3. Exi56,7q pavement markers may remain in <br /> ' place w/rere oyer/ay Chicly ars is O.e3 <br /> Yar Yar. Var. Van _ tel, Peevement Reiaforeioq Fabric shall be placed <br /> between, t/ie layers of Asphalt Concrete, <br /> D./S'A.0 0..14"A. 0 <br /> 0. 2 S- Aspha/t Concre-fe Over/ay <br /> Exis-Finq Roadway <br /> Limits of rnai/box 7-yPICAL SECTION <br /> re%ccrfiori <br /> Sta.e69 +-83 lo Sfa. 384 tS0 <br /> Const Const. Const <br /> Limits of Clearm ,Limits of C/e47rin9 Limits of Cleering I <br /> and Grubbioq and Gru, 6hb7q a,rcf Grubbing <br /> T <br /> o m 4' y2' 616 ' 16 <br /> : -, <br /> Confor Va/. Conform _ Var ; <br /> -- 0./s'A. C. - - - - -- —� " - - - -- — s <br /> n Exlsfitrq A.C. Dike to remain irr place. <br /> Yarrab/e depth Shoulder Backing Variable depth Shoulder Backing <br /> Sta. 273 -1-60 to Shw. 366 f SD Lt. AAs ting A. C. Berm to remain in ,Place. <br /> f Sfa.e69t83 to Sta. 07dt60 li 6Rf. SYa. e78 60 to Skr. �8� SO R/. f s <br /> V m ` Sta. 366 SO to Sta. 384 lO V. <br /> p <br /> 3,Y0111-DER ISE TAIL.S <br /> COUNTY OF SAN JOAQUIN �� spa/a TYPICAL SECT/0l1( HoWAoRDtsROAO f�Elo �URFdle PAC(NGeof a <br /> Drawn 6y I Date Project Engineer Data I Checked Date I <br /> �,, ,S/ubmitted Date ro I Recommended D_te <br /> J-5 /d/91 �Qf u�" Sl�vl9q 5/0/9¢ i%�l�l�f .fV6 <br />