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Istj OUTE "'TER PIRT SHEET TOTAL <br />TAL <br />Dio COUSJ NTYx'32 �1.5/4,8aT SHEETS205 <br />¢ @ <br />TYPICAL STRUCTURAL <br />SECTIONS <br />6 <br />"A" LINE "c" LINE <br />(THIS SHEET ONLY) <br />RMP RAMP <br />5.4 <br />T=12, R=25 <br />Ot-11 erg <br />Bil�C REGIGTERE IVT ENGINEER <br />° <br />x <br />ME <br />R/W HP ES ETW ES ES <br />230 mm PCC <br />11=11.5, R=258 <br />DATE <br />6.1 <br />23.3 - 31.4 1.0 2.4 3.6 1.2 1.0 1.0 1.2' <br />1 30 mm HMA <br />(TYPE A) 3 195 mm HMA (TYPE B) <br />285 mm CLASS 2 AB <br />1-20-10 <br />, ,APPROVAL <br />120 mm LCB <br />Var <br />210 mm CLASS 2 AS <br />185 mm CLASS 2 AS <br />D <br />SrA L <br />awA�n�. , <br />PG <br />TI=12, R=25 <br />E al <br />errs irrs ttn%Re rr aremw <br />Ir <br />T=].5, R=25 <br />_ <br />5%5% 2% - Var 5$ 5>t <br />�- <br />160 mm PCC <br />2 30 mm HMA <br />120 mm HMA (TYPE 8) <br />(TYPE A) <br />dANI-MEANS, LTD. SAN JOAQUIN COUNTY <br />c <br />120 LOBmm <br />'-' L 285 CLASS 2 AS <br />943 RESERVE DR. %100 1810 EAST HAMILTON AVE. <br />mm <br />185 mm CLASS 2 AS <br />ROSEVILLE, CA 956TO STOCI(TON, CA 95205 <br />c <br />w <br />0Var.6 Min <br />2 1 HMA DIKE <br />RAMP <br />(SEE NOTES) <br />HP ES EW <br />ES NP R/W T E <br />Var <br />(0.3 Min) <br />DRAINAGE DITCH <br />(SEE DRAINAGE PLANS) <br />11.011.2: 7.2 1 2.4 <br />11.01 37.6 - 47.7 1 12.2 <br />Var <br />WESTBOUND ROUTE 132 ON RAMP <br />"A" LINE STA 48+67.545 TO STA 49+44.897 <br />s% PC <br />5%- <br />HMA DIKE <br />2%_ Var <br />(SEE NOTES) <br />�- Vor <br />1.0 <br />k <br />RAMP <br />0.6 <br />0 <br />4 <br />ME R/W <br />6.1 <br />HP ES ETN' ES HP <br />10.1 - 23.3 1.0 2.4 3.8 1.2 1.0 <br />----OG-J <br />------�---------- <br />---- ------_ _ <br />Var <br />1 <br />2 <br />DRAINAGE DITCH <br />U. <br />PG <br />(SEE DRAINAGE PLANS) <br />3o <br />u <br />VOr <br />0.6 Min I. <br />2% 15% <br />SK HMA DINE <br />HMA DIKE �5% <br />DRAINAGE DITCH <br />(SEE DRAINAGE PLANS) <br />OG <br />(SEE NOTES) I (SEE NOTES) <br />--- <br />EASTBOUND ROUTE <br />132 OFF RAMP <br />" <br />_ _______L _ <br />___ ___________"'%�- <br />�r <br />"B" LINE STA 48+53.925 TO 49+27.030 <br />2 t <br />DRAINAGE DITCH OR BASIN <br />VarT <br />DRAINAGE DITCH (SEE DRAINAGE PLANS) <br />P <br />q <br />(0.3 Min) <br />(SEE DRAINAGE PLANS) <br />RMP <br />3 <br />_ <br />HP ES ETW <br />ES HP R/W ME <br />- <br />WESTBOUND ROUTE 132 ON RAMP11.011.z' <br />3.6 - ].z <br />2.4 1.0 0.4 - 37.6 2.2 <br />"A" UNE STA 46+00.553 TO STA 48+67.545 <br />Var <br />Var <br />PG <br />SAWCUT AND <br />2% - Var 5z1.0 <br />5R <br />; <br />CONFORM <br />a <br />TCE R/W <br />HP ES <br />Y;4 <br />T <br />1 0.6 <br />6.1 10.1 - 14.1 <br />1.0_ <br />S <br />N <br />g <br />Var <br />ME R/W HP ES ETW <br />RAMP O.O-7.1 <br />- ------ <br />T <br />--------------- <br />" <br />0:6 Min <br />6.1 14.1 - 16.5 1.0 2.4 3.6 <br />OGJ <br />4 <br />-- ---° _____ <br />Var <br />3 <br />4 <br />DRAINAGE DITCH <br />(SEE DRAINAGE PLANS) DRAINAGE DITCH <br />ar <br />,- <br />(SEE DRAINAGE PLANS) <br />------ _1 _________ ___ <br />,.�, <br />__ 0.6 Min 2% -PG <br />z-� <br />1.5% <br />EASTBOUND ROUTE <br />132 OFF RAMP <br />OG <br />% var <br />------------- <br />-=- ""-----_- <br />"B" LINE STA 44+68.000 <br />TO STA 48+53.925 <br />a <br />e <br />Var DRAINAGE <br />DITCH �'4 <br />___ <br />(0.3 Min) (SEE DRAINAGE PIANS) <br />' 1 <br />% 2 <br />OGJ <br />REMOVE STRUCTURAL <br />STA 45+40.000 TO <br />SECTION <br />s <br />:4 <br />STA 46+00.553 <br />STA <br />AS BUILT <br />E8 <br />CONTRACT No. 10-2A7804 <br />DIMENSIONS ARE IN METERS <br />UNLESS OTHERWISE SHOWN <br />WESTBOUND ROUTE 132 ON RAMP <br />C.C.A. DATE 08/ 15/ 2014ga <br />"A" LINE STA 44+26.912 TO STA 46+00.553 <br />R.E. NAME Juan R. Zufiiga <br />TYPICAL CROSS SECTIONS <br />N <br />NO SCALE X-S <br />NIt <br />BORDER LAST <br />REVISED 311/2007 <br />CU 06257 <br />EA 2A7801 <br />