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DfatAwn All W POST SHE TOTAL mAL°PROJECT <br />NO SHEETS <br />10 SJ132 15/4.8 ] 205 <br />TYPICAL STRUCTURAL SECTIONS <br />(THIS SHEET ONLY) <br />1_12_1 w°f <br />REGISTTERP ENGINER D D T 4 �G <br />R <br />P=12.5. R=25 <br />P=].5. R=25 <br />, , <br />270 mm PCC <br />q �--� 120 mm HMA (TWE A) <br />1-20-10 ,a Am ur 15 <br />1 ly 30 mm HMA (TWE A) <br />'—' L285 mm CLASS 2 AB <br />ray._ <br />150 mm LCB <br />_PLANS <br />_ <br />° lrAArsmvN SO° 44mCINL <br />RAMP <br />215 mm CLASS 2 AS <br />AWFA Cr AN °` cmavrc ui� <br />cr <br />P=12.0, R=25 <br />"OU °- is q"sir <br />HP ES ETW ES HP <br />TI=12.5. R=25 <br />230 mm PCC <br />5 30 mm HMA (TWE A) <br />WNI-MEANSp LTD. SAN JOAWIN COUNTY <br />1.0 2.4 3.6 - 4.9 :1.2 1.0 <br />200 mm PCC <br />943 RESERVE DR. u10 0 1010 EAST HAZELTW AVE. <br />- <br />2 30 mm HMA (TE A) <br />120 mm LCBW <br />ROSEVILLE. CA 95678STOCNTON. CA 95205 <br />y°r <br />185 mm CLASS 2 AS <br />150 mm LCB <br />215 mm CLASS 2 AS <br />P=12.0. R=25 <br />PG <br />160 mIT PCC <br />SR V!r 2R�_VOr 59i <br />P=11.5, R=25 <br />(TYPE A) <br />HMA DINE <br />195 mm HMA (TYPE A) <br />3 <br />12030 <br />mm CB <br />(SEE NOTES) <br />r.4 <br />285 mm CLASS 2 AB <br />185 mm CLASS 2 AS <br />A <br />210 mm CLASS 2 AS <br />_____ _ <br />_ - ---- — y 3 4 <br />OG <br />RAMP <br />R/W DRAINAGE <br />HP ES <br />ETW ES HP <br />E°°A TCE <br />DRAINAGE BASIN <br />1.0.1.2; <br />3.6 2.4 1.0 <br />18.8 - 43.4 15.2 9.3 - 13.2 <br />(SEE DRAINAGE PLANS) <br />Vor VOr <br />WESTBOUND ROUTE 132 <br />OFF RAMP <br />z o.b <br />o <br />Pc <br />"C" LINE STA 46+97.310 TO STA <br />49+35.502 <br />HMA DIKE 5% <br />2% & Var 5% <br />o'm <br />(SEE NOTES) <br />-- & �_°r <br />HMA DIKE V°r <br />ai <br />o <br />,--(SEE <br />NOTES) <br />w <br />A <br />A <br />W <br />? <br />_ <br />_ ___4D_____ <br />N <br />OG� <br />5 6 <br />DRAINAGE DITCH OR <br />8 <br />RETENTION BASIN <br />a <br />rC CC <br />(SEE DRAINAGE PLANS) DRAINAGE CHANNEL <br />Q. <br />"C• LINE •A• LINE <br />EASTBOUND ROUTE 132 ON RAMP SEE DRAINAGE PLANS) <br />69RAMP <br />RAMP <br />54 <br />"D" LINE STA 49+45.000 <br />TO 54+75.750 <br />HP ES EW <br />ES HP ES <br />- <br />1.0 2.4 4.9-7.2 <br />1.21.0 1. 1.2' <br />VOr <br />CONFORM TO <br />o <br />Ec�siat PCC <br />PG <br />_ <br />_ <br />5vor 2%=Var <br />5,_ 5$ <br />HP ES <br />RAMP <br />- <br />HMA DIKE r <br />TE <br />(SEE NOS) <br />M10 HP <br />7.0 <br />ES ETW 0.0 VOr <br />P <br />2.4 1 3.6 <br />n <br />_____________ <br />_ <br />�OG <br />5% �% <br />PG <br />2 <br />5% - <br />Y <br />5% VOr 2% - VOr 1.5%" <br />DRAINAGE BASIN - <br />(SEE DRAINAGE PLANS) <br />- - <br />STA 49+32.800 <br />TO <br />- - -- - ---" —"- <br />STA 49+57.200 <br />WESTBOUND ROUTE 132 <br />OFF RAMP <br />REMOVE <br />"C" LINE STA 46+21.944 TO <br />46+97.310 <br />��� <br />4 3 STRUCTURAL SECTION <br />— <br />g <br />OG <br />4 <br />DRAINAGE BASIN <br />8 <br />(SEE DRAINAGE PLANS) <br />- <br />WESTBOUND <br />ROUTE 132 OFF RAMP <br />_ <br />"C" LINE STA <br />49+35.502 TO STA 50+17.700 <br />' <br />AS BUILT <br />ALL DIMENSIONS ARE IN METERS <br />x <br />CONTRACT No. 10-2A7804 <br />UNLESS OTHERWISE SHOVM <br />C.C.A. DATE 20 14 <br />` <br />TYPICAL CROSS SECTIONS <br />R.E. NAME Juanuan R.. Zufiiga <br />w <br />y <br />� <br />NO SCALE X-e <br />j <br />BORDER LAST <br />REVISED 3/tr 7 <br />RELATIVE BORDER SCALE 0 20 40 60 <br />so <br />MAW SYC DTZCU <br />06257 <br />EA 2A]801 <br />