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6 STATE F4D[RAL IROJfCT O.IyGL SHEET TOTAL <br />DIV. <br />A.. <br />Y[Aq No. SHEETSOTAL <br />CALIF. <br />Design Classif cation 1200- '72 - T 50 <br />m•t. cgagrT R n e6cTI.. xx•a roTwL <br />Re. exam <br />Variable Variable to R W X S J 411 A 2 15 <br />8' Shoulder 24'x0.25' Plant-Mixid Surfacing 8' -Shoulde <br />arrhi0MS25! M, all' <br />e.. <br />e ..•,/- <br />95.3 <br />E.. <br />Phis <br />SLT <br />or_ d •z eta <br />d e e <br />t 4 <br />0.50' UR L0'lai ortsd8 base Maierfai Sa Highway Engln¢er <br />6: <br />1Civil <br />Engineer License N 084 <br />1 Imported Borrow <br />TYPICALSta. 316+00 to 322+50 2' <br />See D tch GradeSeeDitchGraderSECTIONAlSta. 337+50 to 341 +50 <br />Rt. & Lt. Const. k <br />X <br />Variable Variable <br />o <br />8' Shoulder t Vor. x 0.25' Plant- Wixed Surf act 9 8' Shoulder EEI <br />de -ejes 6f max, SIIoI!I <br />1.0'Im , <br />es <br />era . •a--e -4:1 orted bboas d <br />m orf d BorrowIBow• o <br />2' <br />8:1 <br />See Ditch Grads <br />f <br />TYPICAL D <br />Sta. 322+50 to 326+7$ <br />j SECTION B Sto. 334+67 to 336+3Q see Ditch GradeLt. 2' <br />Sta. 334+80 to 337+5 Rt. <br />a <br />X Li t. Const. <br />3 Variable Rt. Const. <br />WE <br />Vacz0.25' PMS 12'x0 ' PMS 2' V r.z . Variable <br />Ses 5_ <br />M* <br />s D <br />Vor.x 0.E ' PMS 20' z 0.25' PMS <br />f <br />6 .t D. 9%Max.-_...; I'% MlSee Detail <br />1.0' Im 67 U <br />See DetailortadSrib.... .6rlal'r :'::: <br />v e9• <br />b=• • 8 % Max. q:1 <br />B-I Curbs 1., <br />r .V <br />Forted •Subbase lot tr1a1 <br />6 cD <br />B • <br />Imported Borrow <br />1 <br />Sto. 326+75 to 329+98 TYPICAL C'Sta. 326+75 to 329+92 <br />See Duan Gr d. <br />Sto. 330+81 to 334+67 SECTION Sta. 330+80 to 334+55 <br />X <br />Rt Const. <br />Lt. Const. <br />11 <br />so' <br />See <br />a <br />Sae Detail Conn. "A" <br />let <br />f E <br />E090.25' PMS Vor. x0.E5' PMS 20'x0.25' PMS <br />r <br />9 % , <br />376_y <br />8 % — <br />m .orteid 8ubbasi Materia i, <br />F <br />Imported Borrow <br />F • oD •-•: <br />S. q <br />See Ditch Grade <br />t 1 <br />Becamm¢nd¢d 1u/ /D /9S_3 i <br />SI CROSS-OVER <br />Sto. 330+39 Sta. 330+34 <br />X — SJ - 41— A) <br />X TYPICAL. CROSS — SECTIONS <br />Asst,hwayEngine¢r <br />Standard Superelevation To be Applied <br />I <br />L""'" _ nTT <br />Scale: 1° = 51 < i(klf 7iL^ <br />r <br />r 773e CD- 2104