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ROAD <br />WORK <br />AHEAD <br />W20-1 BEPREPAREDTOSTOPW3-4 <br />C9A( <br />C <br />A) <br />BE <br />PREP ARED <br />TO <br />STOP <br />W3-4 <br />C9A(CA <br />)ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4C9A(CA)ONE LANEROADAHEADW20-4ROADWORKAHEADW20-1ROADWORKAHEADW20-1 <br />C30A- <br />C <br />A <br />SHOU <br />L <br />D <br />E <br />R <br />CL OSED <br />JOB#/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 - 9 <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 TRAFFIC CONTROL PER LATEST CA MUTCD. <br />Ÿ ALL FLAGGERS TO COMMUNICATE <br />THROUGH HAND SIGNALS AND RADIO <br />DEVICES. <br />Ÿ PEDSTRIAN, BICYCLE, AND DRIVEWAYS TO <br />REMAIN OPEN UNLESS NOTED ON TRAFFIC <br />PLAN. <br />Ÿ HOURS OF WORK TO BE DETERMINED BY <br />AGENCY. <br />GENERAL NOTES <br />45 540’350’45’90’ <br />Matchline A <br />Matchline A <br />E Steve <br />n <br />s <br />o <br />n <br /> <br />Ave 25350’100’Newton Rd 45Newton Rd 45350’350’350’350’100’ <br />100’ <br />100’ <br />100’ <br />Calaver <br />a <br />s <br /> <br />Ave 25 <br />50’Taper 180’10’