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i <br />LEGEND NOTES: <br />1 . ALL PAVEMENT STRIPES AND MARKINGS <br />LIMITS OF DESIGNATED STRIPES AND DETAILS INSTALL ROADSIDE SIGN SHALL BE THERMOPLASTIC , EXCEPT AS <br />NOTED ON PLANS . <br />No. <br />A RELOCATE EXISTING SIGN <br />PAVEMENT DETAIL NO (SEE STANDARD PLANS) <br />EXISTING SIGN TO REMAIN <br />2 . ALL PAVEMENT MARKING ARROWS SHALL <br />BE 10 FEET FROM BEGINNING OF POCKET <br />TYPE 4 ARROW RESET ROADSIDE SIGN UNLESS OTHERWISE NOTED . <br />REMOVE ROADSIDE SIGN 3 . EXISTING STRIPES AND MARKINGS SHALL A y <br />r TYPE 3 ARROW NOT BE REMOVED UNTIL THEY ARE NO W63 <br />EXISTING ONE POST SIGN LOCATION LONGER REQUIRED . <br />STOP STOP LEGEND PROPOSED ONE POST SIGN LOCATION 4 . W I DTH OF CROSSWALKS SHALL BE 10 ' <br />276 p \m <br />AHEAD AHEAD LEGEND <br />UNLESS OTHERWISE NOTED . CENTER off NEXISTINGONEPOLESIGNLOCATIONCROSSWALKSWITHEXISTINGORPROPOSED <br />f D <br />HANDICAP PARKING EMBLEM PROPOSED ONE POLE SIGN LOCATION <br />CURB RAMPS . I <br />o <br />25 SPEED LIMIT LEGENDE MARKER (TYPE AS SHOWN) <br />5 . EXACT LOCATION AND POSITION OF ROADSIDE <br />SLOW SLOW LEGEND - YELLOW <br />SIGNS SHALL BE DETERMINED BY THE ENGINEER . <br />12CSNSCOUNTYSTREETNAMESIGN6 . THESE PLANS SHOW ONLY THE EXISTING , NEW t <br />SCHOOL SCHOOL LEGEND - YELLOW AND RELOCATION AND REMOVAL OF PERMANENT m <br />ROADWAY SIGNS . SEE CONSTRUCTION STAGING 12 ' <br />m°XING CROSSING LEGEND - YELLOW PLANS FOR CONSTRUCTION AREA SIGN LOCATIONS . 29 0 <br />7 . REMOVE SPEED LIMIT MARKINGS AND COVER SPEED <br />LIMIT SIGNS PRIOR TO BEGNNING CONSTRUCTION <br />I IANDCONCURRENTW/ CONST SPEED LIMIT SIGNING . <br />8 . DETAIL 26 TO BE PLACED AT ONE FOOT ( 1 ' ) <br />FROM MEDIAN FOC THROUGHOUT PROJECT . <br />SPACING SHALL BE MODIFIED TO BE 24 ' FOR <br />PAVEMENT MARKERS . <br />1111111111111F.... .. <br />1101 <br />Q <br />50' 22 F- Q Z <br />U) <br />Z Q <br />Q Q 50' 22 VJ <br />Z U A Z <br />A CSNS <br />co T <br />o CSNS R2(25) R1 TD <br />Tj_ <br />Q 27B <br />Q R1 U R, TYPE 'P' OBJECT co co dOIS <br />w <br />dO1S n MARKER TO TF: x-' \i <br />276 <br />a <br />rni <br />N <br />I 1¢ <br />LIMIT LINE <br />VARo <br />I 32 32 26 <br />D <br />a 22 <br />W R=30 VAR ( 12 ' -16 ' ) 32 18 ' 24 <br />w 1 2 , oTCRIK- K-1 <br />VAR <br />VA-R+-{-+}----}-2--}- 1 .2 _ 12 T 2 = U) <br />Q12 ' R=3.2' 1 g ' 1 8 ° 5SWALK <br />26 18 38 26 ' N <br />29 <br />1 s <br />O <br />TYPE 'P' MARKER R2!(25) AAL W56 t-, 1-> A <br />TYPE P MARKERS LA <br />nHC2 Grs ray I <br />26 Cnanges By <br />BOW LIP 26 i <br />1 , <br />LIP BOW <br />Any Person IJaMg This Drawing Should Venty10161610 <br />TYP) 1 <br />TYP) <br />it information [3v insp«3r:tina t,P "P ',)I work <br />PD-1 <br />MEDIAN STRIPING DETAIL QROFESS/o/y41 <br />BEFORE EXCAVATING Revision Description Date By <br />Approved O N ROC <br />CALL U.S.A. MARK THOMAS & COMPANY INC.. DEPARTMENT OF PUBLIC WORKSUNDERGROUNDSERVICEALERTORIGINALSCALEININCHES7300FOLSOMBOULEVARD, SUITE 203 No. 35370 <br />A <br />800-227-2600 FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826 <br />TOLL FREE 9t6) 3s,-9,00 Exp. g 30 05 SAN JOAQUIN COUNTY, CALIFORNIA <br />2 WORKING DAYS BEFORE ALL s CVL P <br />PLANNED WORK OPERATIONS 0 1 2 3 9TF OF CAUF <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />T. NCUYEN s to 04 <br />A. ENCEL 5110104 C. ROCKWAY 5/10/04 COUNTY OF SAN J OAQ U I N SCALE: 1 "=20 ' <br />PAVEMENT DELINEATION LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />AND SIGN PLANS TURNER ROAD TO WOODBRIDGE ROAD — PHASE 1 33 64 <br />FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE