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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> TOTAL PROJECT No SHEETS <br /> LEGEND EXIST "SJ-12" LINE EXIST 10 Si 12 15.8/17.1 35 61 <br /> f(#) Number of traveled lanes EP EP <br /> in the direction of travel. 1.2 3.3 3.3 1 .8 WORK ZONE 1 .8 3.3 3.3 1 .2 <br /> Construct this stage SHLD WB WB EB EB SHLD O6 ROFEss/o <br /> LANE LANE LANE LANE etric REGI D NGINEER DATEp P LD G 1q� <br /> x Remove this stage , , � �o <br /> Construct temporary pavement 3-lC� -of m <br /> this stage. PLANS APPROVAL DATE (. No 46387 <br /> 27B Striping detail number per Caltrans Std. Plans 900 mm SURFACE900 mm SURFACE \ SAN JOAQUIN COUNTY Exp 03-3/-03 <br /> ' MOUNTED CHANNELIZERS s� CIVIL <br /> Remove striping detail and length MOUNTED CHANNELIZERS AT 15 m MAX SPACING. STO E. N, CA 95 AVE gTFOF CAS- <br /> 45m <br /> AS- <br /> AT 15 m MAX SPACING. SECTION B-B � STOCKTON, CA 95201 <br /> m Portable Barrier <br /> � 1 .219 LT "Q" v � ' � A\ �� V � OMNI-MEANS, LTD. <br /> T Temporary Roadside Sign 61 +57.950 \\ \ \ 2237 DOUGLAS BLVD. #100 <br /> r AA\ ROSEVILLE, CA 95661 <br /> I \\ <br /> \ ,A The State of California or its officers or agents shall not be res )onsible <br /> for the accuracy or completeness of electronic copies of this plcn sheet. <br /> 0 <br /> 0 <br /> w I r \\ �\ \\ \\\ \\ 2.700 LT „Q>, �\,f� \\ \2Z <br /> N I V A\ 61 +17.980 `��� �� `AVQ <br /> 00 2 9 <br /> oLLI I ��• \\ \\O A \ <br /> 5 j \0 \\\ �\\ ` 6 j \ O 38 <br /> G \ \ 3.000 LT "Q" - Q LIMIT REMOVE <br /> o \ � ' \ \V6 r 24 <br /> �� \\ \\O \ 61 +00.490 1J \ <br /> x / 6 \ \ 5 ,\` 1 .211 LT „Q„ !� / \ \ LINE = TYPE III 27B Route 12 gr5O4m <br /> \-- -- --- -- - - _- - -- _ 60+81_010 / 38 i \ \ 38wB 2 4 434m_ l <br /> - -- -- -J - — 00m ? � 40m --- - -- - -- -- -- -- - - -- - <br /> Westbound - �—(2) \ _ <br /> \ \ \ -_ - - -- OL— <br /> R1 - - - - - - - <br /> -- - -- ----- - -- - - --- - - -- - -- --- <br /> o m m - Eastbound (3)-� \\ \ \ ~LIMIT _... R1 _ <br /> \ \ �2)-' LINE - - W59- _ t- <br /> - - -- - - -- - - <br /> Q Q o ` A -� - - -_ - <br /> -- - - -- -- -- -- ---- <br /> _j LJ LLI <br /> 3 <br /> Z 38 ( )-� 2 w <br /> _j Fn = KEYED NOTES: \\ \\ \�\ 39m W59 R1 9 Q '/_ \� / 38 > > B 24 > REMOVE 6.027 LT "12 E" <br /> L) p U �� \ TYPE III RT 1 : _ �� o l w w w 46+34.120 <br /> O CONSTRUCT TEMPORARY PAVEMENT (120mm AC/320mm AB) FOR \\ \ 38 38 \ 9 REMOVE w TYPE VI <br /> USE IN STAGE 2. SEE STANDARD DETAIL T10 TOFOR ADDITIONAL \\ \�\ \ 38 \\ I 18m \ \ REMOVE TYPE VI 27B 27B <br /> \\ \\ \V� A. 27B 35m \V ��' �\ TYPE VI g 603m <br /> CONSTRUCTION AREA SIGNS AND CONE PLACEMENT TO PERFORM SHOULDER WORK. \\ \\ <br /> O2 CONSTRUCT IMPROVEMENTS PER LAYOUTS AND TYPICAL SECTIONS. Z \\ �\ \ 160m <br /> \ 9 \ \ <br /> O3 CONSTRUCT TEMPORARY PAVEMENT (75mm AC/350mm AB) FOR USE \� \� \ Q3 60m \ \ \` \ W <br /> IN STAGE 2. �' V A\ \ Lij <br /> x 0 w 4 PLACE 900 mm SURFACE MOUNTED CHANNELIZERS AT 15 m -n A <br /> Q MAXIMUM SPACING. <br /> Q <br /> O z O CLOSE NO.2 LANE OF NB OFF-RAMP PER STD PLAN T-10 y \ - <br /> \�� V 1 <br /> Q V O CONSTRUCT TEMPORARY PAVEMENT (75mm AC/350mm AB) FOR USE <br /> m Q IN STAGE 1 , PHASE B SEE SECTION A-A ON TH-2. SEE STANDARD DETAIL G ��� / <br /> T10 FOR ADDITIONAL CONSTRUCTION AREA SIGNS AND CONE PLACEMENT. <br /> N S <br /> ls�,� C,G Pr'��rL�P� „N" LINE 1 .8 "SJ-12" LINE <br /> S SL\� '� SHLD NB WORK ZONE E I T EXIST <br /> LANE 1 .2 EP 3.3 3.3 1.8 WORK ZONE 1 .8 3.3 1 .2 <br /> r - - _ SHLD WB WB EB SHLD <br /> 20.438 LT "SJ-12" 47+58.70 LANE LANE LANE <br /> O 900 mm SURFA, E <br /> 1-- o w > MOUNTED CHANNELIZERS <br /> F- w 00 w 25.109 LT "SJ-12" 49+11.090 AT 15 m MAX/ SPACING. <br /> C) Q REMOVE > / �� TEMPORARY <br /> - -- - - _ <br /> N 2-"AHEAD" N 24 j a - - - - - -- - - - 900 mm SURFACE PAVEMENT <br /> x CO W N r 25.109 LT "SJ-12" 49+11 .090 75mm AC <br /> SECTION A—A 350mm AB MOUNTED CHANNELIZERS <br /> Q W ~ MOUNTED CHANNELIZERS 900 mm SURFACE <br /> REMOVE AT 15 m MAX SPACING. <br /> C <br /> 2-"STOP" ' SECTION C—C AT 15 m MAX SPACING. <br /> Route 12 <br /> � 27B 4 2 ° 152.459 S 89° 54' 29" W 70.437 ° „ <br /> O (n -f--( ) S 88 41 27 W _ -_ _ S 88 27 24 W 331.419 <br /> - 2 - - <br /> -- ---- -- - - -- -- <br /> LU <br /> CC Lli <br /> r -- - ----- -- -- -- - --- - - -- - - -- -- -- - <br /> LLJREMOVE 3 <br /> _ 3 4 > TYPE V > I / 19.426 LT "SJ-12" 53+12.880 <br /> C <br /> > REMOVE a_\ ' 1 <br /> a 24 w TYPE V 27B 1 <br /> Z 8.900 LT "12 ECr. " 1� v <br /> a 46+49.660 m I <br /> V NOTE: REMOVE ALL EXISITNG PAVEMENT DELINEATION IN C) I TRAFFIC HANDLING <br /> CONFLICT WITH PROPOSED PAVEMENT DELINEATION w;. � I <br /> x O PRIOR TO INSTALLATION AS SHOWN ON THIS SHEET. ,;� � �` �_. * �. �� � a � ,* ! ;. �-_____�� � U_ � STAGE 2 - PHASE A _ <br /> II ~ <br /> SCALE 1 : 1000 O <br /> O "E 'Z�����'3 ALL DIMENSIONS ARE IN <br /> TH - 3LO <br /> METERS UNLESS OTHERWISE SHOWN I <br /> 04 <br /> O <br /> FOR REDUCED PLANS ORIGINAL DRAWN BY: C. NEWTON <br /> SCALE IS IN MILLIMETERS I i 21 i 4I i 61 8I DWG FILE: 040TH01 CU 06241 EA 456001 J <br /> T3Z5 <br />