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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS LEGEND "N" LINE 1 .8 10 Si 12 15.8/17. 1 1 3 Number of traveled lanes 0.6 4.2 WORK ZONE in the direction of travel. SHLD NB QRoFESS/�N Construct this stage LANE / — efriCi RE ED ENGI R DATE G. P�0 G x Remove this stagern Construct temporary pavement 900 mm SURFA�EZ MOUNTED CHANNELIZERS PLANS APPROVAL DATE w No. m this stage. �� Expt23-1t-03 AT 15 MAX/ SPACING. SAN JOAQUIN COUNTY 27B Striping detail number per Caltrans Std. Plans / 1810 E. HAZELTON AVE sTyTF CIVIL �P Remove striping detail and length - - - - - - STOCKTON, CA 95201 OF CAU�F m Portable Barrier SECTION A—A OMNI—MEANS, LTD. T 2237 DOUGLAS BLVD. #100 Temporary Roadside Sign 2 �A ROSEVILLE, CA 95661 RP �` The State of California or its officers or agents shall not be responsible for the accuracyor completeness of electronic copies of this plan sheet. O� 0- for 38 w Z 61m 9.298 LT "SJ-12" 9 REMOVE 45+38.78 I MW . 1, ��O -P > 2-TYPE V 25 TYPE III w � � w 5.698 LT "SJ-12" 9 423m N ko 38 r 44+18.78 > w Q J o 38 34m REMOVE R1 i n- o m 433m w F _ 30m 2-STOP LIMIT N F - _ > a. x - i I �pG� w 9 2-TYPE V LINE wa w 21 Q I r 156m I I _ w 2 27B I RLIMIT = Westbound (2) LIMIT -(2) R1 LINE (n 3 40 1 4 LINE1 F REMOVE 43 i III I 4IFL — 4 m m (2)� Eastbound (2)-i- ' - — � — — 40 w11 � \-W1(LT F W Q W W T F ! l F F :1 j F LJJ KEYED NOTES. U 0 U REMOVE 50m ` 9 REMOVE _ Route 12 j N w O CONSTRUCT TEMPORARY PAVEMENT (120mm AC/320mm AB) FOR TYPE V TYPE V U o U USE IN STAGE 1 . SEE STD. DETAIL T10 FOR ADDITIONAL CONSTRUCTION TYPE III RT ` 38 �- a_ 38 AREA SIGNS AND CONE PLACEMENT. R1 J > J 38 >U) 0 o 40m O2 PLACE 900 mm SURFACE MOUNTED CHANNELIZERS AT 15 m __ � MAXIMUM SPACING. SEE STANDARD PLAN T10 FOR ADDITIONAL REMOVE 27B a_ o_ >v 27B of N 27B >- >- www CONSTRUCTION AREA SIGNS AND CONE PLACEMENT. TYPE V Z F- F- a- wa_ O CLOSE THE NO. 2 LANE OF THE NB OFF-RAMP PER STD PLAN T10. 9 - 01 ` 2 Uj LLj = O4 THE CONTRACTOR SHALL USE FLAGGERS TO MAINTAIN INTERSECTION REMOVE 0 OPERATIONS DURING PERIODS OF HIGH TRAFFIC VOLUME (MINIMUM x EXPECTED PEAK TRAFFIC TIMES: 11 : 30am-1 : 30pm and 3: 00-6: 00pm) AS TYPE III 2 LU M REQUIRED BY THE ENGINEER. CONSTRUCTION OPERATIONS SHALL NOT A F_ ' < > IMPACT TRAFFIC USING MAINLINE ROUTE 5. 7 y Q z In EXISTp` a Q EP "SJ-12" LINE w = 1.2 3.6 3.6 1 .8 WORK ZONE EXIST "SJ-12" LINE � EP SHLD WB EB LANE LANE 3 1.2 3.6 I 3.6 1 .8 WORK ZONE SHLD WB EB _ _ - _ - LANE LANE J 900 mm SURFACE MOUNTED CHANNELIZERS AT 15 m MAX SPACING. SECTION 13-13 TEMPORARY PAVEMENT \ O - _ � 900 mm SURFACE � F-- Q - 120mm AC MOUNTED CHANNELIZERS F- REMOVE 19.199 LT "SJ-12" 19.696 LT "SJ-12" w 24.929 LT "SJ-12" 25.289 LT "SJ-12" 3.59 2-AHEAD 46+91 .89 47+34.49 49+05.20 49+83.30 320mm AB AT 15 m MAX SPACING - - - - - - - - - - a > SECTION C—C X N Z LIiJ 27B w 19.924 LT "SJ-12" < = 1 846m 28 + H 0 Uj a 21 27B C) 0 LL_ a B N .--( 1 ) Route 12 �' R=150 m H = Z W - W L LI 50 1 - 542 F , 53 N 49 CLU > REMOVE V-1 REMOVE 2 REMOVE TYPE V 197m \138 2-STOP TYPE V Z _ > � m lL z_, T + + STAGE CONSTRUCTION f -- - AND TRAFFIC HANDLING W a fv STAGE 1 O F,t y NOTE: REMOVE ALL EXISITNG PAVEMENT DELINEATION IN ALL DIMENSIONS ARE IN CONFLICT WITH PROPOSED PAVEMENT DELINEATION SCALE 1 : 1000 PRIOR TO INSTALLATION AS SHOWN ON THIS SHEET. METERS UNLESS OTHERWISE SHOWN O FOR REDUCED PLANS ORIGINAL 02DRAWN BY: C. NEWTON SCALE IS IN MILLIMETERS I l 1 4 l 1 61 I DWG FILE: 040SC08 CU 06241 1EA 456001 T330 8