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ROUTE ALOWETER POST <br />APAW <br />To <br />aiD a s205 <br />NOTES; <br />ABBREVIATIONS: <br />DESIGN DESIGNATION (ROUTE <br />132) <br />SJTY 132 1.5/4.8cT 2E <br />1. <br />DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO <br />R = R -VALUE OF THE <br />BASEMENT MATERIAL <br />T = TRAFFIC INDEX <br />2007 AADT = 23,000 0 <br />= 55% <br />TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATONS. <br />2027 AADT = 46,300 T <br />= 22% <br />°tUAt¢1� <br />2. <br />SUPERELEVATON AS SHOWN OR A5 DIRECTED BY THE ENGINEER. <br />HMA= HOT MIX ASPHALT <br />6M6 <br />Y <br />3. <br />FOR LOCATOR AND TYPE OF HMA DIKE, SEE LAYOUTS AND <br />TOE = TEMPORARY CONSTRUCTON <br />EASEMENT <br />202] DHV = 4600 V <br />= 110 km/h <br />4; <br />x <br />SUMMARY OFO QUASSE TIES, <br />1-20-10 � <br />4. <br />TYPICAL CROSS SECTORS FOR TEMPORARY ROADWAYS (DETOURS)OAT� <br />LEGEND: <br />i xa a n8e <br />ARE SHOWN DETOUR PLANS. <br />PLANS APPROVAL�. <br />5. <br />TR <br />EROSION CONTROL (TIFF D) SHALL BE APPLIED TO ALL FILL AND <br />CIVIL <br />®REMOVE BASE AND <br />SURFACING?yGWL <br />CUT SLOPES DISTURBED BY GRADING. SEE SPECIAL PROVISIONS.nss�Av <br />°`�� <br />LINE <br />NNE -MEANS. LTD, SAN JOAOUIN COUNTY <br />'X' <br />943 RESERVE DR. x100 1610 EAST HAZELTON AVE. <br />- <br />ROUTE 132 <br />ROSEVILLE, CA 956T8 STOCKTON, CA 95205 <br />R/W <br />ES ETW <br />ETW ES HP <br />- R/W <br />35.9-39.] <br />7.8 <br />1 1.5 1 3.6-10.8 <br />12.4-3.01.0 <br />10.0-16.0 <br />_ <br />MOOR Var <br />Var <br />Var <br />Var <br />¢ <br />(SEE LAYOUTS) <br />HMA DIKE (SEE <br />NOTES) <br />PG <br />?% 29. <br />0.6 Min <br />2% rr <br />`` 1_ 0 <br />lQ <br />�- <br />_ _____________________ <br />__________________7_____. <br />OR FLATIER <br />r <br />0.6 _______ <br />i - <br />--------- _________ <br />- -- ----- -- <br />__ ______ <br />--T. <br />• <br />1:4 (STA 35+00 TO 37+00) <br />1 <br />T ____ <br />• <br />Vor 1:4 TO 1:3 (STA 37+00 TO 37+10) <br />00 - 50 , <br />OG J '-- - <br />2 <br />DRAINAGE <br />DITCH Vor r <br />1:3 (STA 37+10) <br />(SEE DRAINAGE <br />PLANS ) (0.3 Min) r <br />Var 1:3 TO 1:2 (STA 37+10 TO 37+20) <br />- <br />r1:2 <br />(STA 37+20 TO 37+50) <br />WESTBOUND <br />EASTBOUND <br />r <br />Var 1:2 TO 1:3 (STA 37+50 TO 37+70) <br />DRAINAGE BASIN <br />r <br />1:3 (STA 37+70 TO 38+80) <br />Var (SEE DRAINAGE PLANS) <br />ROUTE 132 <br />STA 34+23.427 TO STA <br />45+53.000 <br />r <br />Vor 1:3 TO 1:4 (STA 38+80 TO 38+90) <br />r <br />1:4 (STA 38+90 TO 40+70) <br />STA 34+55.000 TO STA 40+00.00 <br />"X" LINE <br />r <br />Var 1:4 TO 1:3 (STA 40+70 TO 40+80) <br />r <br />1:3 (STA 4D+80 TO 41+26.278) <br />A <br />Var 1:3 TO 1:4 (STA 41+26.278 TO 41+41.278) <br />_ <br />It <br />r <br />1:4 (STA 41+41.278 TO 45+10) <br />$AWCUT <br />"X' LINE <br />>r <br />Vor 5% TO 2% (STA 34+85.000 TO <br />ETW <br />ETW ES <br />ROUTE 132 <br />35+00.000) <br />7.2 1 2.4 1 <br />6.7 <br />rr <br />Var 2% TO 5% (STA 41+00.000 TO <br />41+25.819) <br />rr <br />5% (STA 41+25.819 TO 44+25.675) <br />AS BUILT <br />_ <br />CONTRACT <br />No. 10-2A7804 <br />o <br />_ _-__ <br />' _ <br />TIPICAL STRUCTURAL SECTIONS <br />- <br />o" <br />__ <br />y _ <br />---- <br />_ _:'__ <br />- - <br />C.C.A. DATE <br />08/ 15/ 2014 <br />(THIS SHEET ONLY) <br />-------------- ____________ <br />_________________,_____ <br />R.E. NAME <br />Juan R. Zufilga <br />� <br />_ <br />----------------''---- <br />Exist <br />1 <br />VE BASE <br />205 mm POO <br />$ <br />ANDD URFACING <br />ES ETW <br />1 105 mm LCB <br />5 CONFORM TO <br />305 mm CLASS 4 AS (TYPE A) <br />ROUTE 192 <br />Exist PCC <br />305 mm CLASS 4 AS (TYPE B <br />"X" LINE <br />OG <br />T=13, R=25 <br />75) <br />- <br />WESTBOUND <br />225 mm HMA (TYPE A) <br />- <br />STA 33+58.500 TO STA 35+80.000 <br />REMOVE BASE <br />-- <br />2 315 mm CLASS 2 AB <br />x <br />AND SURFACING 3 <br />--___ <br />I III <br />255 mm CLASS 2 AS <br />- <br />zki <br />¢ STA 33+81.500 TO STA 34+23.427 <br />rT=7, R=25 <br />'X' LINE331--L <br />,-, <br />105 mm HMA (TYPE A) <br />CONFORM TO <br />270 mm CLASS 2 AS <br />ROUTE 132 <br />SAWCUT <br />Exist PCC <br />ETW <br />ES <br />R/W <br />3.0 3.0 <br />7.8 <br />1.5 1 7.3 <br />3.0 1 <br />12.3 - 13.2 <br />Vor <br />- <br />SLOPE ROUNDING_ <br />OR FLATTER <br />--_----------1:2 <br />3.0 3.0REMOVE <br />tExist <br />-SLOPE ROUNDING <br />ANO SURFACING <br />MA DIKE (SEE NOTES) <br />ALL DIMENSIONS ARE IN METERS <br />SEASTBOUND <br />SLOPE ROUNDING DETAIL (TYPICAL) <br />75 <br />UNLESS OTHERWISE SHOWN, <br />ROUTE 132 <br />mm <br />- <br />AC SHOULDER <br />ag <br />"X" LINE <br />TYPICAL CROSS SECTIONS <br />w <br />STA 32+07.934 TO STA <br />34+23.427 <br />NO SCALE X-1 <br />DD <br />BORDER LAST <br />REVISED <br />3 <br />CU 06257 <br />EA 2A7801 <br />