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e. <br />e.R-AL y E'r TOTAL --1 REs. eo. STATE FEDERAL PROJECT NO.TUR No. <br />SMEEL, <br />7 ICALIF.1 <br />OOIT. I ...Y ouTa Mr... ax[R TOTLL <br />xe. ax v <br />INDEX OF SHEETS IO 1 S.J 3-, 9.3 9.7 I 13 <br />Sheet No. / Location Mao Typo ca/Sections P/an <br />n rr — CD/JCA oEO A•17-A,A]]-B,A)f-M,Ne-O <br />OA A <br />A S BUILTLTE1-J q-/. E 3-38-7 E a- y-S E S-C-S euTam meixaa <br />X 6 /3 Siyns and Signa/s r <br />V > Arraovm FB6r. 4 .96 0 <br />z-—10 - 097404 w ma k <br />aoS 9C, RE6 iTEREOTcr EN6 Ne6/n+1S6f5 <br />M. D. B. aM. T2S , R5E <br />SEC. 24 <br />Existing R/W- <br />ExistingL--- Detector Bar yd <br />N N' TO VER <br />I 2 a 3 <br />a <br />BIRD ROAD <br />6 <br />SJ - 3 3 <br />25 7 BIRD RD.9 l3aSectionLine0 <br />ExstingSignalStandard <br />TYpeII Exstiac}:Sign-Existing <br />Standard and Flashers E' r <br />B 2Curb' s LI <br />RANCHO EL PESCADERO <br />Existing R/w -- <br />s` SEPIA: 6 E-1671 <br />ASF r,0 <br />RTE. 33 BIRD RD. S <br />30 Eol <br />Remove Exist. <br />24' B-2 Curb. V\ <br />EXIST. TO <br />R/wE ' BEXISTWxlsting 2Curb <br />30' - <br />R_I <br />OC'¢ <br />ExistingSignal Standard O,y <br />Cur N st <br />2-1 <br />rte a <br />i... 12 2' VAR. 0' TO 10' I' <br />L ExistingPavement Forye <br />STA. 2?+ 50 TO STA. 23 + 50 <br />LEGEND I_R/w DETAIL OF ISLAND CURB <br />30' <br />Scale I"= 20' <br />Aspholt Concrete Type B 12' -- -__ 2„ 10' <br />Ff, 1 or <br />tPavemen tIr <br />Cement Treated Base Cl. A Existing <br />GRANT LINE ROAD <br />Aggregate Subbase Cl. IR S E M.D.B. & M. <br />STA. 23+ 50 TO STA. 26+75 <br />mea , Original Ground <br />of <br />R ' <br />Q / <br />A o <br />X <br />rL EXIST. I P <br />R <br />BA <br />NOTES <br />30' <br />R/w <br />L <br />zz 5 23 24 <br />Q12' z vAR. 10' TO o' t 4' , ' <br />2-1 <br />TRACY End of Proj <br />o Sta 30+ 90 ±I / Foy Seal New and Existing A.C.Surfoces <br />UUl K <br />From Sto. 22+00 To Sta. 30+90 fret O OOC P.M. 9.7 <br />Existing Pavement <br />a ooC y <br />0000L m2/ 0.35 TYPE"B" A.C. Over 000 or— RTE.- 2o <br />STA. 26+75 TO STA. 28+00 r-0.65 GLASS "A" C.T.B. Over 40o soo er ( l. L 0 <br />1.00' CLASS "I" A.S. Over Basement Soil Beginning of Project <br />Exist.Curb, 22 +50 ± <br />12 VAR. Exist Islander PM. 9.5 <br />STATE OF CALIFORNIA3/ Dimensions Shown are Subject To rte'" <br />Tolerances Specified in the Standard Specifications Existing Pavementy 27 25 TRANSPORTATION AGENCY <br />t:_ Relocated Curb oaQL SOC N zW DEPARTMENT OF PUBLIC WORKS <br />4/ Match Existing Cross Slepe STA. 30*65 TO STA. 31*00 m DIVISION OF HIGHWAYS <br />k <br />PLANS FOR CONSTRUCTION ON <br />x STATE HIGHWAYSCHULTE - _ ROAD <br />X TYPICAL SECTION <br />Scale l"= 5' SCALE IN FEET IN SAN JOAQUIN COUNTY ABOUT 3 MILES EAST <br />1000 0 1000 3000 OF TRACY ON ROUTE 33 AT ROUTE 205 <br />t'fl Project En ineer Date Design Engineer Date Approval Recommended By Data o f c f No. /O-097,404 <br />097401