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ROADWORKAHEADW2 <br />0 <br />- <br />1ROADWORKAHEADW20-1 <br />RO <br />A <br />DWOR <br />K <br />A <br />H <br />E <br />A <br />D W20-1 <br />C30A-C <br />A <br />SHOUL <br />D <br />E <br />R <br />CL OSED <br />W11-1 <br />W16-1P <br />SHARE <br />THE RO <br />A <br />D <br />C24-C <br />A <br />SHOUL <br />D <br />E <br />R <br />CL OSED <br />AHEAD <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 - 7 <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 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 />Ÿ ALL FLAGGERS TO COMMUNICATE <br />THROUGH HAND SIGNALS AND RADIO <br />DEVICES. <br />GENERAL NOTES <br />45 540’350’45’90’ <br />28” 7lb <br />250’250’Newton Rd 45Cherokee Rd 3050’ <br />Matchline A <br />Matchline A <br />Newton Rd 45Taper 180’350’350’10’