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LEGEND <br />• Traffic Corm <br />F Portable Stan <br />Flashing Arrow Sign <br />i— Direction of Travel <br />Portable Flashing Beacon <br />r <br />See Note 4 <br />CLS . CA <br />TYPICAL CLOSING OF HALF ROADWAY <br />Taber length (See Table 8 Toper length IS•e Table Il <br />(L) I(' U (L) 45 m Min See Note 10 (L) <br />See Mote 12 _ <br />rkr:lf-- <br />See Notes 3 and 5 <br />C20 (Lt) C20 at) na C23 <br />t-04 am amo <br />_. IT I <br />m to 225 m 'Advonce •ornn signs 150 m toy <br />225 m apart. See Note L <br />­0111— <br />�� I I • • t See Note b <br />de— Advance -w7Z:; signs I50 m to 225 m apart. f • • �—• VIM— <br />See Note 1.I50 m to 225 m • • ��• <br />Q m See Note 8 <br />*r SIIGF T <br />MDFK or I� <br />� AN�B WI ILt) or <br />g A A A W2 4t) WI IRt) or <br />t23 ❑ CIO CI C21 or C20 SIGN PANEL SIZE (Min) XX (Rt <br />S•OA s Notes 3 and S steN 9N mm x 9N mm ❑B <br />M6 W6 <br />See Note 9 QB T62 mm x 762 mm See Note 9 <br />❑0 914 mm x 457 mm <br />© 1219 mm x 457 mm <br />NOTES <br />L Where Approach speeds are low, stgns may <br />S. H the CIS for C23) sign woUd follow wrthln <br />10. The maximum spacing between cones within a <br />be Placed at 90 m spacing and. in urban <br />600 m of a stat) <br />taper approximatelymaximpa as shown n <br />area; Closer. <br />"STATE HIGHWAY CO TRl1CTION NEXT <br />Table I act the maximum spacing on tangent <br />and the <br />2. Not less than one person shat assigned be assigd <br />MILES", we a C20 sign for <br />sholl be 15 m. <br />to full tiles malntermw" oftroffrc control <br />the first oavahce Warning sign <br />It. For approach speeds over 80 km/Nwe the <br />devkes on dl night lane closures <br />6. At cones used for ragh+ lane closures .1,611 <br />"Traffic Contra System For Lane Closure <br />3. AN odvance warning sign Inataeattons shot <br />be fitted with reflective sleeves as <br />On Freeways And Expressways" pion for <br />be equipped with flogs for daytime <br />specified in the speoffications. <br />lone closure details and reautrements. <br />cioare Flashing becoons ends be psd <br />Over 80 <br />12. unless otherwise spd In the spectat <br />at the locations indicated dura nliat Ione <br />7. Portable delineator; pVoced M one-half the <br />provisions, the 0/21.);;= between <br />Closures. <br />spacing Indicated fortraffic cones,may be <br />the two (L) lone closure topers ahatl be used. <br />wed In Iran of canes for daytime Closes <br />4. A C13 "ENO CONSTRUCTION" or CM <br />only, <br />"END ROAD WMPo sign, as appropriate, <br />shad be placed at +he end of the lonee. <br />Flashing arrow .lane sholl be either Type I <br />Closure visas t1,• end of work area is <br />or Type 11. <br />cbvtou; or ends within a lamer proiect's <br />S. Advisory speed will be determined by the Engineer. <br />mmf+� <br />The W6 Sign will not be required when odvisory sp40d <br />Is more than the posted or maximus speed Welt. <br />liafi�l ar a <br />0 <br />See Note 4 <br />TABLE I <br />• • Spacing of <br />Approach <br />Bed <br />Taper Length <br />N -W of <br />a <br />Cones A" <br />21 <br />Cones for <br />Toper <br />Oce/h) <br />ion) <br />Taper <br />(m)+ <br />0-40 <br />38 <br />6 <br />7.5 <br />40-65 <br />98 <br />9 <br />12 <br />65-80 <br />183 <br />13 <br />15 <br />Over 80 <br />See Note II <br />III Bated on 3.6 m wide lane. This coklmn is also <br />aPoroprlote fpr one widths less thin 3.6 M. <br />STATE OF CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION <br />TRAFFIC CONTROL SYSTEM _ <br />FOR LANE CLOSURE ON <br />MULTILANE CONVENTIONAL <br />HIGHWAYS <br />NO SCALE <br />f <br />406 <br />Ql <br />