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Dist COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No. SHEETS 10 SJ 132 1.5/4.8 7r 205 TYPICAL STRUCTURAL SECTIONS Fessia (THIS SHEET ONLY) �" 7_26_10 ABC REGISTERED CIVIL ENGINEER DATE ¢F° GAPS D Pq( r TI=12.5, R=z5 TI -7.5, R=25 1-20-10 270 mm PCC 4 120 mm HMA (TYPE A) ansa No. s 30 mm HMA (TYPE A) 285 mm CLASS 2 AN PLANS APPROVAL DATE Exp 12/31/11 CL u 150 mm LCB THE STATE OF CALTFOFNTA OP ITS OFF2ER5 ST. CI VI L P LM AGENTS SNALL NOT RE RESPoNSTBLE FOR h'Tt- L RAMP 215 mm CLASS 2 As T R=25 APEACCO AC Is CWYCETEME55 of ELECTRON/c OF CAL1f =12.0, HP ES ETW ES HP TI=12.5, R=z5 230 mm PCC 5 300 FMA (TYPE A) D. OMNI -MEANS, LTD. SAN JOAQUIN COUNTY 1.0 24 3.6 4.9 'L2 1.0 200 En PCC mm 943 RESERVE #100 1810 EAST HAZELTON AVE. ~- 30 mm HMA (TYPE A) n B ROSEVI LLE, CA 95678 STOCKTON, CA 95205 oVar '"—' 185 mm CLASS 2 AS w 150 mm LCB _ LL 215 mm CLASS 2 AS PG TI -12.0, R=25 TI -11.5, R=25 160 mm PCC 5% Var 2% - Var 5% �30 mm HMA (TYPE A) HMA DIKE 195 mm HMA (TYPE A) 3 '—' 120 mm LCB (SEE NOTES) / 285 mm CLASS 2 AN L 185 mm CLASS 2 AS '4 210 mm CLASS 2 AS 1' k x ___ - - - -_ CL _________ ----� 4 �OG RAMP R/W DRAINAGE 4 3 HP ES ETW ES HP Ease TOE DRAINAGE BASIN 1.0 L2� 3.6 2.4 1.0 18.8 - 43.4 15.2 9.3 - 13.2 (SEE DRAINAGE PLANS) Var Var =DETAIL,HEET X-1 1 WESTBOUND ROUTE 132 OFF RAMP 1.2 0.6 0 o PG �sHeEDEZAIi' ••C•• LINE STA 46+97.310 TO STA 49+35.502 HMA DIKE 5% 2% & Var 5% cF�(SEE NOTES) &°r 5% HMA DIKE VOL 7, (SEE NOTES) ?� r 4.G -- x_________ - ______ __ _____ �L OG 5 6 DRAINAGE DITCH OR 0 RETENTION BASIN _ (SEE DRAINAGE PLANS) DRAINAGE CHANNEL "•C "A" (SEE DRAINAGE PLANS) LINE LINE EASTBOUND ROUTE 132 ON RAMP RAMP RAMP 5.4 "D" LINE STA 49+45.000 TO 54+75.750 L a HP ES ETW ES HE ES 1.0 24 4.9 – 7.2 L2 L0 1.0 L2' REVISIONS PER a CCO No. 017 o UJ j Var CONFORM TO N o Exist PCC SEE DETAIL, SHEET X-1 0 N 5%–yar PG 5% 5% HP O S HP2% RAMP HMA DIKE t°–r O.O _ 7 0 N (SEE NOTES) Min HP ES ETW Car n k 7.7 24 3.6 ,�. 9 BLT S m -------- _ pFiy 1.0 – 9.0 � o ____1__ _____________ F T Var m __ ___–____ ___ OG 5% 5% PG N 2 �— -- SVar 2% – Var1.5% m 5i _____ DRAINAGE BASIN -_-_-_- — --- --_ s (SEE DRAINAGE PLANS) --------- L STA 49+32.800 TO k ----------- ----------__ '` STA 49+57.200 - ------ E WESTBOUND ROUTE 132 OFF RAMP — REMovE o "C" LINE STA 46+21.944 TO 46+97.310 ,,_�- STRUCTURAL SECTION y 4 3 d oG DRAINAGE BASIN (SEE DRAINAGE PLANS) L WESTBOUND ROUTE 132 OFF RAMPOF AS BUILT "C" LINE STA 49+35.502 TO STA 50+17.700 ' CONTRACT No. 10-2A7804 C.C.A. DATE 08/ 15/ 2014 ALL DIMENSIONS ARE IN METERS R.E. NAME Juan R. Zulf/gH UNLESS OTHERWISE SHOWN x REVISED SHEET _ a TYPICAL CROSS SECTIONS �I NO SCALE X -Br ¢ so BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE O 20 40 s0 80 DRAWN BY: DTZ CU 06257 EA 2A7801 IS IN MILLIMETERS I I I I I I I DWG FILE: 218X01.dwg