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Dib+ COUNTY ROUTE KILOMETER POST SHEET TOTAL <br />TOTAL PROJECT No. SHEETS <br />NOTES: <br />ABBREVIATIONS: DESIGN DESIGNATION (ROUTE 132) <br />10 SJ 132 1.5/4.8 2r 205 <br />1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO <br />R = R -VALUE OF THE BASEMENT MATERIAL <br />2007 AADT = 23,000 0 = 55% <br />TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. <br />TI = TRAFFIC INDEX <br />FMA- HOT MIX ASPHALT 2027 AADT = 46,300 T = 22% <br />r <br />OFESSI <br />4 7 -2s -1a S s oL� <br />< <br />2 SU PERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. <br />2027 DHV = 4600 V = 110 km/h <br />aff®C <br />REGISTERED cwa ENGINEER DATE ,x �P J <br />x <br />3. FOR LOCATION AND TYPE OF HMA DIKE, SEE LAYOUTS AND <br />TCE = TEMPORARY CONSTRUCTION EASEMENT <br />° <br />h oeN <br />, <br />SUMMARY OF QUANTITIES. <br />1-20-10can6a <br />4. TYPICAL CROSS SECTIONS FOR TEMPORARY ROADWAYS (DETOURS) <br />LEGEND: <br />N] No. a <br />PLANS APPROVAL DATE 12/31/fl <br />E.p <br />ARE SHOWN ON DETOUR PL'A'NS' <br />THE STATE OF CALIFORNIA OR ITS 0 Y iITPA ST CIVIL P` <br />5. EROSION CONTROL (TYPE D) SHALL BE APPLIED TO ALL FILL AND <br />F7/7/] REMOVE BASE AND SURFACING <br />OR AGENTS SPALL NOT HE PEHEANSIRLE FOP 1. <br />OF ELECTRONIC OP <br />CUT SLOPES DISTURBED BY GRADING. SEE SPECIAL PROVISIONS. <br />THE ACCUFAcv OF NNSPLETENESS <br />FAL\FCOPIES OF THIS PLAN SHEET. <br />OMNI -MEANS, LTD.SAN JOAQUIN COUNTY <br />„X„ LINE <br />943 RESERVE DR. 4100 181D EAST HAZELTON AVE. <br />ROUTE 132 <br />ROSEVILLE, CA 95678 STOCKTON, CA 95205 <br />- <br />R W <br />/ <br />ES ETW ETW ES HP <br />RAW <br />35.9 - 39.7 <br />Z8 1.5 1 3.6 - 10.8 124 - 3.0 1.01 <br />10.0 - 16.0 <br />MBGR Var <br />Var VOL <br />VOL <br />(SEE LAYOUTS) <br />HMA DIKE (SEE <br />PG <br />NOTES) 2% 2%-Var 2%-Var 5% <br />0.6 Min <br />�-___-__z�=--_- <br />-------------- <br />R F j..______ _,_____ �� A <br />-----}______�1:20 <br />---- <br />----------7 R OR FLATTER <br />7 4 _ <br />% <br />- <br />* <br />* <br />1:4 (STA 35+00 TO 37+00) <br />Var 1:4 To 1:3 (STA 37+00 TO 37+10) <br />0.0 - 5.0 i <br />1 2 DRAINAGE <br />DITCH Var <br />37+1 <br />Var, <br />(SEE DRAINAGE <br />PLANS) (0.3 Min) * <br />Var 153AT (STA 37+10 TO 37+20) <br />* <br />1:2 (STA 37+20 TO 37+50) <br />WESTBOUND <br />EASTBOUND r� * <br />3 * <br />Var 1:2 To 1:3 (STA 37+50 To 37+70) <br />1:3 (STA 37+70 TO 38+80) <br />1.5 - 22� DRAINAGE BASIN <br />F <br />m <br />Var (SEE DRAINAGE PLANS) <br />ROUTE 132 STA 34+23.427 TO STA 45+53.000 <br />* <br />Var 1:3 TO 1:4 (STA 38+80 To 38+90) <br />* <br />1:4 (STA 38+90 TO 40+70) <br />STA 34+55.000 TO STA 40+00.00 <br />"X" LINE <br />* <br />Var 1:4 To 1:3 (STA 40+70 To 4D+80) <br />* <br />1:3 (STA 40+80 TO 41+2(E278) <br />AS BUILT <br />* <br />Var 1:3 TO 1:4 (STA 41+26.278 TO 41+41.278) <br />o <br />CONTRACT No. 10-2A7804 <br />* <br />1: 4 STA 41+41.278 To 45+10) <br />SAWCUT "X" LINE <br />° <br />LIE)LIE) <br />C.C.A. DATE 08/ 15/ 2014 <br />TW <br />ETW ES ROUTE 132 <br />wee.e6e) <br />0 <br />7.2 2.4 6.7 R.E. NAME Juan R. Zu6/ge <br />° 3 <br />w <br />q <br />snwcuT <br />LL <br />o <br />ES ETW ETW ES <br />BLEW <br />a1 <br />1.5 1 7.3 1 3.0 1 <br />13.8 <br />m <br />________________ PG <br />2% L5%-Var <br />ALL=REVISIONSTHIS_ <br />-- <br />________ <br />--------------'==='Var <br />_______--------- -- <br />SHEET <br />v <br />a <br />- -_ -_ <br />_,_____ __ _______________ __ _____EXCEPT <br />1/������ <br />G <br />WHERE <br />o <br />,___ <br />______ _ ,'___ <br />- <br />�0 <br />'___ -------------- ' <br />REMOVE BASE REMOVE BASE -- - - <br />0 <br />1 <br />AND SURFACING AND SURFACING <br />n <br />HMA DIKE (SEE NOTES) <br />TYPICAL STRUCTURAL SECTIONS <br />ROUTE 132 REMOVE STRUCTURAL SECTION 1 <br />(THIS SHEET ONLY) <br />m <br />a <br />°X° LINE <br />Exist 75 mm <br />AC SHOULDER <br />Exist <br />x <br />WESTBOUND EASTBOUND <br />205 mm PCC <br />m <br />CCO No. 017 STA <br />33+58.500 TO STA 35+80.000 STA 33+59.670 TO STA 34+23.427 <br />1 105 mm LCB <br />m <br />% <br />IS HP <br />305 mm CLASS 4 AS (TYPE A) <br />1 0 <br />305 mm CLASS 4 AS (TYPE B) <br />a <br />0.3 <br />TI=13, R=25 <br />0 <br />HMA DIKE <br />"X" LINE <br />225 mm HMA (TYPE A) <br />&5 Car (TYPE E) <br />CONFORM TO <br />2 <br />o <br />ROUTE 132 <br />Exist PCC <br />315 mm CLASS 2 AS <br />z <br />5% <br />3.0 3.0 SAWCUT <br />ETW ES <br />255 mm CLASS 2 AS <br />i <br />tl <br />a -~ <br />SLEW <br />/ <br />dPCP°°.. a ° <br />� 7.8 1.5 7.3 3.D <br />12.3V 13.8 <br />0 <br />7.4 <br />SLOPE ROUNDING <br />5%-Va <br />Var <br />TI -7, R=25 <br />105 mm HMA (TYPE A) <br />N <br />Lce <br />1:2 OR FLATTER '--------- <br />270 mm CLASS 2 AB <br />____-- - _�\ <br />3.0 3.0 �mIZ12) {s---- <br />rOG <br />a <br />HMA <br />_____ - _ti <br />SLOPE ROUNDING /j -------------- <br />J/ <br />z <br />CLASS 2 AS <br />��- REMOVE BASE -- <br />AND SURFACING 1 3 <br />SLOPE ROUNDING DETAIL (TYPICAL) <br />ALL DIMENSIONS ARE IN METERS <br />HMA DIKE (SEE NOTES) <br />UNLESS OTHERWISE SHOWN <br />EASTBOUND <br />a <br />XExist <br />LIMITS OF JCPC UNDER HMA DIKE (TYPE E) DETAIL <br />ROUTE 132 <br />75 mm <br />REVISED SHEET <br />Ac sFlouLOER <br />k' <br />"X" LINE <br />STA 32+07.934 TO STA 33+59.670 <br />TYPICAL <br />CROSS SECTIONS <br />w <br />NO SCALE X -1r <br />; <br />N <br />V <br />To <br />BORDER <br />LAST <br />REVISED 3/1/2007 <br />RELATIVE BORDER SCALE D 20 40 6D Bo <br />DRAWN BY: DTE <br />CU 06257 <br />EA 2A7801 <br />IS IN MILLIMETERS I I I I I I I I I <br />DWS FILE. 21BX01.awg <br />