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m cr s205s 10 SJTV 132 1AL5/4.B 4 "X" LINE ES ETV E1W SAE UT M-12-111 B/TIOREGISTER —ENGINEER t,y54rs s+ rk x 1.5 7.2 3.0 ,1-20-10 R 2.OR I w PLANS ERE oars EPP __________t______ 4&b 09AdSirs a lL Wr 4 av rn crriaxs m xawn .CY t s rav ___________________________ EAWEPS rnr ,rcnn4cr ar cawtcrzrsss °• slste ua ___ RE ma n" r 6 OMNI-MEANS9 LTDAloles SAN JOAOUIN COUNTY REMOVE BASE 943 RESERVE DR. x100 1810 EAST HAZELTON AVE. ROUTE 132 AND SURFACING ROSEVILLE, CA 95678 STOCKTON, CA 95205 _ "X" LINE Ic - EASTBOUND SAVICUTD STA 45+53.000 TO STA 52+99.000 CONFORM M TYPICAL STRUCTURAL SECTIONS 'x" LINE (THIS SHEET ONLY) 8.1 CONFORM TOExist DRAINAGE T=7.5. R=25 . ES Exist PCC ET2. ES HP R/V EASEMENT 205 mm PCC 4 120 mm HMA (TYPE A) 1 6.3 3.0 7.2 3.6 2.4 - 3.01.0 13.8 - 14.8 15.2 1 105 mm LCB 285 mm CLASS 2 AB 305 mm CLASS 4 AS (TYPE A) Var Var 305 mm CLASS 4 AS (TYPE B) MBGR HIS (SEE LAYOUTS) R=25 Exist 195 mm NMA (TYPE A) 195 1.5R 1. 2R PG HMA DIKE (SEE NOTES) 1.2 I-0.6 2 75 mm HMA (TYPE B) 5 300 mm CLASS 2 AB r _ _ _ _ - 5R Var 3.0-7.1 150 mm CLASS 2 AB 240 mm CLASS 2 AS Q o 230 mm CLASS 4 AS (TYPE A) •��\ >.`% �OG TI=11.5. R=25 Exist 0.0-1.0 _ __ - _ --'- jm5. 4 1 4 �� Var } y2 ---------- 195 mm HMA (TYPE A) 6 185 mm AC = 2 �� _ , V°r REMOVE 40 .`I, 3 285 mm CLASS 2 AB 670 mm AB REMOVE STRUCTURAL .+\CJI_.. (0.3 Min) " 210 mm CLASS 2 AS SECTION STRUCTURAL SECTION OG, STA 52+99.000 TO STA 54+75.750 TO DRAINAGE CHANNEL OR DRAINAGE CHANNEL STA 60+81.454 STA 57+30.000 BASIN (SEE DRAINAGE PLANS) (SEE DRAINAGE PLANS) 2 ROUTE 132 "X" LINE SAWCUT AND _ EASTBOUND CONFORM STA 52+99.000 TO STA 60+81.454 CONFORM TO & _ R/W ES ETW Exist PCC ETW ES "X" LINE I 9.2 - 16.8 1.8-3.0 3.6 7.2 3.0 6.3 - Vor Var SAWCUT AND 7.5 CONFORM CONCRETE BARRIER CONFORM TO (SEE LAYOUTS) SAWCUT 1.8 1.2 _ R/W HP ES ETV Exist PCC ETV ES °X" LINE 8.2 1.0 3.0 3.6 7.2 3.0 6.3 PG 2R 1.SR i 5%7.5 _ -------- MBGR (SEE LAYOUTS) m R SAWCUT 1.8 1.2 - Y3,'(III 4 1 Ell p -PC 4 3 C HMA DIKE (SEE NOTES) 2R 1.5% �____, REMOVE L 0.6 Min REMOVE SIR STRUCTURAL 0.6 Min -'---"--------�` ---- `- I_ STRUCTURAL SECTION SECTION _ _ _1 RETAINING WALL _- - SHEET , - )SEE R u_'7___ i 1 4 T �? _ YA 3 OGJ ROUTE 132 REMOVE REMOVE _ _ STRUCTURAL SECTION STRUCTURAL SECTION Var DRAINAGE BASIN X" LINE OG 'a STA 54+28.200 TO (0.3 Min) (SEE DRAINAGE PLANS) WEST80UND STA 57+80.000 STA 57+80.000 TO STA 60+81.388 IT VarJ DRAINAGE BASIN (0.3 Min) (SEE DRAINAGE PIANS) 0"�.' u ROUTE 132 AS BUILT ALL DIMENSIONS ARE IN METERS 0$ "X" CONTRACT No. 10-2A7804 UNLESS OTHERWISE SHOWN R LINE WESTBOUND C.C.A. DATE 08/ 15/ 2014 F„ STA 56+65.000 TO STA 57+80.000 R.E. NAME Juan Z7 Zuhiga TYPICAL CROSS SECTIONS H X=3 NO SCALE BORDER LAST REVISED 3/InOO7 RELATIVE BORDER SCALE 0 20 40 60 so DRAWN D CU 06257 EA 2A7801