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ROUTE KILOMETER POST I TOTAL <br />010 COUNTY <br />TOTAL PROJECTSHEETS205 <br />3a <br />132 <br />"X" <br />TYPICAL STRUCTURAL SECTIONS <br />UNE <br />ROUTE 132 <br />THIS SHEET ONLY) <br />n1DATE1 <br />ES ETW ETW <br />7.8 1.5 ].2 3.0 <br />ES HP <br />1.0 <br />rExist <br />T=11.5. R=25 <br />etrio Ra srsRs nalnEEs <br />" <br />205 mm PCC <br />4 195 mm HMA (TYPE A) <br />- <br />11 105 mm LCB <br />285 mm CLASS 2 AS <br />1-20-10 urns 9 <br />na <br />5- <br />---IL <br />305 mm CLASS 4 AS <br />TYPE A 210 mm CLASS 2 AS <br />DO.. 1arnnt <br />- <br />R <br />305 mm CLASS 4 AS <br />TWE B <br />,T 4r r>s <br />3ssrrrAff ae CIVIL <br />rra <br />^ rExist <br />�T=7.5, R=25 <br />151-- 120 mm HMA (TWE A) <br />�� 4' Mrs a"s�rw�s rF'a 4w% <br />221--L 180 mm AC <br />L285 mm CLASS 2 AS <br />WNI-MEANS, LTD. SAN JOAWIN COUNTY <br />670 mm AS <br />943 RESERVE OR. *100 1010 EAST HAZE LTON AVE. <br />2 <br />3 <br />T=11, R=25 <br />ROSEVILLE, CA 95678 ST0 TW, LA 95205 <br />SEE ROUTE 132 <br />"X" UNE <br />Exist <br />230 mm PCC <br />EASTBOUND STA <br />34+23.427 TO3 <br />120 AC <br />6 30 mm W <br />HMA (TE A) <br />mm <br />_ <br />REMOVE BASE AND <br />STA 45+53.000 <br />PROPOSED <br />365 mm AB <br />120 Num -CB <br />ROUTE 132 IMPROVEMENTSFOR <br />185 mm CLASS 2 AS <br />SURFACING (EXISTING <br />EASTBOUND CROSSOVER) <br />"X" LINE <br />EASTBOUND <br />STA 44+60.000 TO STA 46+35.000 <br />10-90 <br />VO1 <br />"X" LINE <br />"X" LINE <br />x <br />CONFORM TO <br />SAWCUT <br />R/W <br />HP <br />ES ETW Exist PCC <br />ETW ES ROUTE 132 <br />ETW ES ROUTE 132 <br />"X" UNE <br />8.2 <br />- 26.9 1 <br />1 3.0 1 3.6 1 <br />7.2 1 3.0 6.3 1 <br />3.0 6.3 <br />ROUTE 132 <br />Var MBGR <br />3.0 7.2 3.0 6.3 <br />SAWCUT <br />(SEE LAYOUTS) <br />CONFORM <br />SAWCUT <br />1 <br />12 <br />PSR <br />SAWCUT I <br />HMA DIKE <br />(SEE NOTES)I <br />2S 1.5R <br />0 <br />o <br />0.6 Min <br />_ <br />______.�___ <br />___________ <br />__ <br />6m_ <br />___________.r__ <br />-__ _ _______ ____ _ _ _____Y____r__ <br />__ ___________ _______ <br />r <br />__ <br />__ <br />W <br />x <br />_ <br />i( <br />__ <br />___________ ------ <br />r� <br />1 <br />5 <br /><w <br />5 <br />1 <br />S 4 REMOVE <br />REMOVE BASE <br />REMOVE STRUCTURAL] <br />L REMOVE 2 <br />- ----_ <br />/*1:4 <br />STRUCTURAL <br />SECTION AND SURFACING <br />SECTION <br />'� <br />�� <br />(STA <br />50+60 TO 50+90) <br />(TO STA 54+28.20) <br />STRUCTURAL SECTION <br />OG <br />*Var 1:4 TO <br />1:2 (STA 50+90 TO 51+10) <br />STA 54+28.200 TO STA 56+65.000 <br />*1:2 (STA <br />51+10 TO 56+65) <br />ROUTE 132 <br />IS <br />X" LINE <br />ROUTE132 <br />Vorj- <br />DRAINAGE DITCH <br />WESTBOUND (0.3 <br />Min) <br />(SEE DRAINAGE PLANS) <br />- <br />STA <br />48+82.000 TO STA 49+35.698 <br />WESTBOUND0 <br />STA <br />50+60.000 STA 56+65.000 <br />~ <br />"X" UNE <br />- <br />CONFORM TO <br />SAWCUT <br />CONFORM TO <br />It <br />HP <br />ES ETW Exist PCC <br />ETV ES ROUTE 132 <br />Exist PCC <br />"X" LINE <br />9.0 3.0 1 3.6 <br />7.2 1 3.0 6.3 <br />SAWCUT <br />R/W HP ES <br />ETW ETW ES <br />ROUTE <br />132 <br />16.5 - 19.5 1.0 2.4 - <br />3.0 0 - 3.6 7.2 2.4 <br />6.7 <br />_ <br />or Var <br />Var <br />s <br />UT <br />x <br />BASE <br />RNDOSURFAC <br />A G <br />N <br />1.5% <br />SAWCUT IVE <br />SR 2% 159. L�?, <br />SR _ _ <br />5% _ _ _ ___4___..T_Y,-_________ <br />__ _ ______ <br />p <br />._. _A <br />_. <br />OG <br />OG- <br />ry <br />JA <br />REMOVE BASE <br />= <br />5 <br />1 AND SURFACING <br />6 i <br />3 <br />f% q <br />MOVE <br />STRUUCTURAL SECTION <br />n <br />ff <br />REMOVE L`J <br />STRUCTURAL SECTION <br />-� ______ <br />-,-k <br />----' <br />-OG <br />AS BUILT <br />e <br />CONTRACT No. 10-2A7804 <br />STA 42+47.000 TO <br />STA 44+26.912 <br />ROUTE 132 <br />C.C.A. DATE 08/ 15/ 2014 <br />- <br />DRAINAGE BASIN <br />"X" <br />(SEE DRAINAGE PLANS) <br />LINE <br />R.E. NAME Juan R. Zufiiga <br />� <br />ROUTE 132 <br />wesTeouND <br />W <br />"%" LINE <br />STA 50+17.700 TO STA 50+60.000 <br />50 <br />U <br />ALL DIMENSIONS ARE IN METERS <br />WESTBOUND <br />UNLESS OTHERWISE SHOWN <br />Ys <br />STA 40+53.300 TO STA 45+73.000 <br />SIR <br />TYPICAL CROSS SECTIONS <br />NO SCALE X=2 <br />BORDER LAST REVISED 3/1 a007 <br />RELATIVE BORDER WALE <br />0 20 40 60 <br />so <br />ORA" BY: OTZ <br />EA <br />oi.ava <br />CU 06257 <br />2A7801 <br />