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DESIGN DESIGNATION <br /> C0/7.9f (ZO yeerr -20/0) <br /> A.DT=1000T= /00/0 <br /> �Llwits of C/earny and Grubbing D.H. V. -o 00 V. =LO M.P.H. <br /> 4 4 ' <br /> sh/d shill. <br /> 36 " Pavement Rein Forcing Fabric <br /> g <br /> V. _ Var. har. _ g <br /> V on Form <br /> Shoulder Backing O. /1 Asphalt Concrete Uver/ay <br /> (Typ.) ExistingGENERAL NOTES <br /> Roadway y <br /> Limifs of Mai/box Ster ZOSfsO /O S/0. 2II{' 9S / Placement of Asphalt Concrete Surfacing <br /> Relocation sholl not begin until Asphalt Concrete <br /> used in pavement repair has been in place <br /> C� for a minimum of 36 hogs. <br /> COnS� 2.Existin9 Oa✓err7ent markers may remain <br /> Iin place where over/ay thickness is <br /> �Limifs o/" C/caring and Grubbing 0. 25"or greater <br /> Pavement Reinfoicinq Fabric Sha// be <br /> 4• 4" 4 • I2 " /2 ' 4 ' 4' 4 ' p/aced on existing pavement <br /> Sh/d Sb/a. Sh/d Sh/d. <br /> 24Pavement ReinForcinq Fabric <br /> p ` Yar. _ Yaryai Yar. 8 <br /> u s Conform V a — <br /> C s d ;.o: . w: Con Form <br /> L----------- - -- - - ------------ -- --� ae ND, 21258 <br /> Ex0.9300 >1' <br /> Shou/o'er Backing 0.If A. C, (TyP.) \ <br /> (Tya.) 0.2T Aspha/t Concrete Over/ay �91EorCAUE <br /> Existing Rocrdway <br /> i <br /> m <br /> p Sta. RII+ 9f /0 Val, .1"f00 <br /> = NO SCA ,L.E" TYPICAL SECT/QMS FRENCH CAMP ROAD Sheet <br /> o COUNTY OF SAN JOAQUIN Stale /tihway 99 ib Austin /load <br /> Drawn By Dal. I Pre)aet Enylnear Dale Chocked Dau SubmHbd Data Ir Rwammended Dau <br /> 4/89 8 � 41 x001,1 Azz 3�9 <br /> I I <br />