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BEPREPAREDTOSTOPW3 <br />- <br />4 <br />C9 <br />A <br />( <br />C <br />A <br />)ONE LANEROADAHEADW2 <br />0 <br />- <br />4 ROADWORKAHEADW2 <br />0 <br />- <br />1 <br />C9A(CA <br />)ROADWORKAHEADW20-1 <br />B <br />E <br />P <br />R <br />E <br />P <br />A <br />R <br />E <br />D <br />T <br />O <br />S <br />T <br />O <br />P <br />W <br />3 <br />- <br />4 <br />C <br />9 <br />A <br />( <br />C <br />A <br />) <br />O <br />N <br />E <br /> <br />L <br />A <br />N <br />E <br />R <br />O <br />A <br />D <br />A <br />H <br />E <br />A <br />D <br />W <br />2 <br />0 <br />- <br />4 <br />ROADWORKAHEADW <br />2 <br />0 <br />- <br />1 ROADWORKAHEADW20-1C9A(CA)ROADWORKAHEADW20-1JOB#/PM# <br />JB390910 <br />PRIME CONTRACTOR <br />SEFNCO <br />PREPARED BY <br />CITY RISE, INC <br />DATE PREPARED <br />11/10/2020 <br />SHEET# <br />TC - 1 <br />INITIALS <br />A.S <br />AGENCY <br />STOCKTON <br />SCALE <br />NOT TO SCALE <br />TCP QUESTIONS CALL: <br />209-400-7075 <br />PROJECT LOCATION <br />4007 N WILSON WAY, STOCKTON <br />MPH TAPER SIGN SPACING TAPER TANGENT <br />SHIFT TAPER = 1/2TAPER <br />SHOULDER TAPER = 1/3TAPER <br />WORK AREA <br />Ÿ ALL FLAGGERS TO COMMUNICATE <br />THROUGH HAND SIGNALS AND RADIO <br />DEVICES. <br />Ÿ TRAFFIC CONTROL PER LATEST CA MUTCD. <br />Ÿ HOURS OF WORK TO BE DETERMINED BY <br />AGENCY. <br />Ÿ PEDSTRIAN, BICYCLE, AND DRIVEWAYS TO <br />REMAIN OPEN UNLESS NOTED ON TRAFFIC <br />PLAN. <br />GENERAL NOTES <br />Matchline A <br />Matchline A <br />350’Newton Rd 45350’250’250’250’250’250’250’250’250’1 <br />0 <br />0 <br />’Wig <br />w <br />am <br /> <br />D <br />r <br /> <br />2 <br />5 <br />Tee <br />p <br />e <br />e <br /> <br />D <br />r <br /> <br />25 <br />Cherokee Rd 301 <br />0 <br />0 <br />’ <br />100’50’50’45 540’350’45’90’ <br />28” 7lb <br />Cherokee Rd 30