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I <br /> "SJ-12" LINE DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> TOTAL PROJECT No SHEETS <br /> ES EP ETW ETW EP ES 10 SJ 12 15.8/17.1 2 61 <br /> 1 .01 3.0 VAR 14.527-17.8 17.8 3.0 1 .0 <br /> ES EP ETW SAWCUT ETW EP EP ETW @1YlC GIS ENGINEER DATE <v��p�P � EGSB�ql� <br /> 1 .0 3.0 VAR 0- 0.4 1 .5 VAR 3.8-7.4 VAR VAR* , / <br /> _% 3.304 5 � PLANS APPROVALD TE � No. 46387 rn <br /> Z <br /> 1 .5 VAR 3.6-7.2 <br /> FL <br /> TURN LANE SAN JOAQUIN COUNTY s EXp.03-3(-o3 P <br /> v VAR 1 .948- r CIVIL <br /> 1810 E. HAZELTON AVE. qTF of <br /> C/) 2% 4.5 - STOCKTON, CA 95201 CAS <br /> 4 2% 2237 <br /> LTD. <br /> 2237 DOUGLAS BLVD. #100 <br /> 5% <br /> 57, <br /> ROSEVILLE, CA 95661 <br /> - ' The State of California or its officers or agents shall not be responsible <br /> STA 44+52.026 TO 44+83.689 " <br /> - - � for the accuracy or completeness of electronic copies of this plan sheet. <br /> -- j 1 : 6 OR FLATTERm P3 22,5; �C`' 2 EXISTING O TYPICAL STRUCTURAL SECTIONS <br /> VAR STA 44+20.000 TO EXISTING 1 3 <br /> 5 �' 44+83.689 SEE SHEET ` </9� <br /> XLi < C-3 FOR DETAILS <br /> EG `� ��� EXISTING <br /> i <br /> ROUTE 12 1 170 mm AC <br /> a305 mm AB <br /> STA 44+20.000 TO 44+83.689 150 mm LIME TREATED <br /> "SJ-12" LINE <br /> o m m ES EP ETW ETW EP ES 200 mm AC (Type B) <br /> a o 0 1 .0 3.0 17.8 17.8 3.0 1 .0 SEE SHEET C-2 2 335 mm AB Class 2 <br /> Z Y ETW ETW SAWCUT SAWCUT FOR DETAILS <br /> J N w SAWCUT 7.0 3.4 VAR 0-3.8 7.4 FROM STA 43+75.676 <br /> v wo v VAR 1 .5 7.4 1 .5 3.6 TO 43+01 .397 <br /> 3.289- 5 <br /> 3.304 TURN LANE SHOULDERS <br /> 5 <br /> 1 .8 120 mm AC (Type B) <br /> 3 <br /> 2% _ - _ -_ r 165 mm AB Class 2 MIN <br /> x _ - - - - - 57 120 mm AC (Type B) <br /> X o _ - - _ _ _ _ � _ - -- - - - - - - - - - _ _ __ 4 320 mm AB Class 2 MIN <br /> m w - - - - - - - - - <br /> o - - - - - - - - - - - - - - - - - - � <br /> X - - - - O <br /> is 2a <br /> w ' <br /> EXISTING 1 <br /> STA 43+75.676 TO 44+23.700 EXISTING 1 2 <br /> PAVED MEDIAN SEE DETAIL SHT C-6 3 <br /> EG KEYED NOTES: <br /> ROUTE 12 <br /> STA 43+ 75.676 TO 44+ 20.000 - - - - - �5 AC CONFORM SEE DETAIL <br /> ON SHEET C-6 <br /> zo "SJ-12" LINE <br /> I-- ES EP ETW ETW EP <br /> I CC SEE SHEET D-1 1 .0 3.0 1 17.8 17.8 3.6 SEE SHEET C-2 <br /> cc <br /> o FOR DETAILS ETW ETW FOR DETAILS <br /> X z SAWCUT 7.0 3.4 3.6 FROM STA 43+53.181 LEGEND <br /> Q VAR 1 .5 VAR 0-7.4 STAB 1 .5 TURN LANE TO 43+75.676 <br /> 3.289-3.6 REMOVE EXIST. BASE AND SURFACING <br /> U- 43+26.172-43+75. 76 <br /> 0 <br /> � 1 .8 <br /> Lu <br /> 5 2� _ _ - - - - -- - <br /> Q SEE LAYOUT SHEETS FOR <br /> Lu AC DIKE TYPE AND LIMITS. _ _ - - - - - - - - - - - - - - - - - - <br /> a <br /> - -- - - - - - - - - - - <br /> QL _ - - - - - _ -- - , , <br /> o - ' -'* � 3 2 EXISTING 1 EXISTING 1 <br /> = ' EG �� <br /> STA 43+26.172 TO 43+75.676 <br /> v w PAVED MEDIAN SEE DETAIL SHT C-6 <br /> XLL. <br /> A:) TYPICAL SECTIONS <br /> Lu <br /> ~ NO SCALE <br /> ROUTE 12 go <br /> co ALL DIMENSIONS ARE IN X � 1 s <br /> STA 43+12. 985 TO 43+75.676 METERS UNLESS OTHERWISE SHOWN 0 <br /> N <br /> O <br /> FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 DRAWN BY: C. SLOAN <br /> SCALE IS IN MILLIMETERS I i I i I I i I DWG FILE: 040X03 ICU 06241 EA 456001 <br />