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X-SJ-FAS 907 <br />TRACY ROAD (OLD RIVER}l <br />25, <br />FCEO.ROAD STATE PROJECT NO. FISCAL SHEET TCTAL <br />7 CALIF. I S 907(1) 1195 1 2 1 14 <br />9' 4 PM.S, <br />0.21 'x 2q' PLANT 'MIXED SURFACING <br />4 PM.S. 3' 6'COUNTY of SAN JOAQUIN <br />SHLDSHLD Q <br />I <br />o 05 County Engineer <br />AR <br />50/ <br />e <br />2 /e 2 /0 5 °/ // <br />I/ <br />Civil Engineer License No. 104 <br />VA e .e e. .O .. o <br />e . • AR.e <br />a e . e. .e e . <br />e . <br />o -. . <br />e <br />STATE 10,F CALIFORNIA <br />0. 08L0.08' <br />0. 5x32' UNTREATED SASE in-Y—EWm <br />cV , N IMPORTED SUBBASt -MATERIAL <br />a ltu"11„ fe. s°a <br />O O Approved— ..1?.d.)f'_ 13,E —1955 <br />STA 72 + 00 TO STA 77+ 52i <br />STA 97+44 TO STA 99 +00 <br />cm I uo`t' - set <br />Approved as to Typical Section only <br />RecoQmm ennded:— — _ _195 <br />Z.atd- <br />C Assistant a Highway Engineer <br />401 1 <br />40 <br />10 <br />14I <br />P . . <br />SHLD 221 x24 PLANTMIXEDSURFACING <br />SHLD <br />O-• <br />o,• •e • : . <br />o <br />u <br />e •• •• • <br />2o ale <br />a ••o • •• 0 <br />s e e s • <br />Q5 <br />J / <br />0 • , e • •a • <br />oVAR. 0 00 . O• <br />e•O <br />e •• • <br />e e <br />e <br />MB. <br />0.08 0.5 X32 UNTREATED BASE, <br />cu 0.080o <br />STA 80+83 TO STA 97+44 <br />IMPORTED S088ASE MATERIAL <br />USE SUPERELEVATION AS DIRECTED BY ENGINEER EMBANKMENT <br />X - S• J - 907 <br />TYPICAL CROSS - SECTIONS <br />SCALE 1" = 3' <br />EXIST 1NG PAVEMENT <br />NAGLEE BURKE SCHOOL I0 <br />X IS0o <br />1530W RW <br />RWSTA 97+00 BEGIN TAPER <br />J <br />R W S 0° 15, „ I8 <br />x x x x x—, w <br />35' <br />R0° <br />I PMS DIKE <br />ins <br />N <br />PMS DIKE <br />N 0 <br />S 09 50 30 E <br />7 73 4', 75 76 3 84 cv97 f 98' 9 9: <br />NL N N <br />DIKEI0 RO <br />O <br />RW v <br />CONFORM ' STA 74100 BEGIN TAPER —) <br />R W 30' R Wj <br />CONFORM <br />3 <br />LEGEND 35 ' 25' CONFORM <br />CIDo <br />2/z PM.S.2/2 P. M.S.v Q <br />1 PM.S. <br />co <br />6 U.B.. : 6 U.13,' . <br />3,. U.B. coo <br />6'• I.S.M.VAR I.S.M. <br />Q CONSTRUCTION DETAILSVARP.M.S. VAR PM.S. <br />2%2' P.M.S.C: <br />7 6" I. 6 U B, " <br />6"' U.B. SCALE 1' = 30'6 I.S.M..M.VAR LSM.