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50’ <br />C9A(CA) <br />ROAD <br />WORK <br />AHEAD W20-1 <br />250 <br />250 <br />100’ <br />100’ <br />100’ <br />MA TCHLI <br />N <br />EROADWORKAHEADW20-1 <br />ONE LANEROADAHEADW20-4 <br />C9A(C <br />A <br />) <br />250 <br />250 <br />250 <br />BEPREPAREDTOSTOPW3-4 <br />250 <br />BEPREPAREDTOSTOPW3-4 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />100’ <br />C9A(C <br />A) <br />C9A(CA <br />) <br />MA TCHLI <br />N <br />E <br />250 <br />250 <br />ONE LA <br />N <br />E <br />ROAD <br />AHEAD <br />W20-4 <br />ROAD <br />WORK <br />AHEAD <br />W20-1 <br />JOB#/PM# <br />JB358891 <br />PRIME CONTRACTOR <br />SEFNCO <br />PREPARED BY <br />CITY RISE, INC <br />DATE PREPARED <br />07-07-2020 <br />SHEET# <br />TC -2 <br />INITIALS <br />AWS <br />AGENCY <br />SAN JOAQUIN COUNTY <br />SCALE <br />NOT TO SCALE <br />TCP QUESTIONS CALL: <br />209-400-7075 <br />PROJECT LOCATION <br />1011 N BROADWAY AVE, STOCKTON <br />MPH TAPER SIGN SPACING TAPER TANGENT <br />SHIFT TAPER = 1/2TAPER <br />SHOULDER TAPER = 1/3TAPER <br />WORK AREA50’ <br />40 320’250’40’80’N Broadway Ave 40S Broadway Ave 40N Windsor Ave 25N Windsor Ave 25E Fre <br />m <br />o <br />nt <br />St <br />25 28” 7lb <br />Ÿ HOURS OF WORK TO BE DETERMINED BY <br />AGENCY. <br />Ÿ IF FLAGGERS ARE ON SITE, ALL FLAGGERS <br />TO COMMUNICATE THROUGH HAND <br />SIGNALS AND RADIO DEVICES. <br />Ÿ TRAFFIC CONTROL PER LATEST CA MUTCD. <br />Ÿ PEDSTRIAN, BICYCLE, AND DRIVEWAYS TO <br />REMAIN OPEN UNLESS NOTED ON TRAFFIC <br />PLAN. <br />GENERAL NOTES