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IAA STOCKTON WILSON WAY WORK AREA 1851 <br />Page 1 of 2 <br />Return to Table of Contents <br />LEGEND SIGN PANEL SIZE (Min) <br />NOTES: <br />• TRAFFIC CONE ❑A 4B" x 48" <br />See Standard Plan T9 for tables. <br />F TEMPORARY TRAFFIC CONTROL SIGN ❑B 24" x 24" <br />conf Hot situatioDse cone spcaing X for taper segment, Y for tangent segment or Z for CE—TERED CIVIL GINEEe <br />ns, as aperoprl.t., per Table 1. unless X, Y, or Z Pone <br />© i6" x 10" <br />spacing le shown this beet. <br />Au i 1, 2022 <br />gue <br />FLASHING ARROW SIGN (FAS) <br />® <br />bove <br />moe person to contlnuouely maintain traffic control PLANS APPROVAL DATE <br />P of least one y�_N <br />dievces for lane closures. <br />e. <br />ws"'xm <br />m FAS SUPPORT OR TRAILERa`srvura <br />-rvaE�a <br />PORTABLE FLASHING BEACON <br />TYPICAL HALF ROAD CLOSURE <br />C20(CA)L W20-1 <br />SEE NOTE 2 SEE NOTE 2 <br />CONE SPACING X <br />CONE SPACING Z CONE SPACING X <br />R <br />I <br />SEE TABLE 1 <br />SEE TABLE 1 SEE TABLE 1 <br />g® WORK <br />SEE NOTE 3 AND NOTE 1 <br />AND NOTE 1 AND NOTE 1 <br />NE <br />2L A 0 0 <br />SEE NOTE 4 <br />5 E4 <br />C <br />a L <br />L/2 <br />L/2 <br />DL/2 <br />L <br />A <br />B C <br />N <br />SEE TABLE 1 <br />SEE TABLE I SEE NOTE T <br />SEE TABLE 1 SEE TABLE 2 SEE TAOLE 1 <br />0 <br />— AND TABLE -1 <br />• T • • T • :� • <br />• <br />ADVANCE WARNING SIGN <br />N <br />• <br />• <br />• <br />• <br />• <br />• <br />Z:= <br />DISTANCE SEE TABLE 3 <br />N <br />ADVANCE WARNING SIGN <br />b DISTANCE SEE TABLE 3 (f <br />• <br />• <br />i <br />_ �/+: <br />• L• <br />NbIM AREA ~ <br />Z <br />r <br />N <br />C B A • • <br />OL • <br />L/3 <br />A <br />❑W1 <br />• <br />A <br />5� <br />SEE NOTE 6 <br />�❑W1_4R <br />G20-2 <br />v <br />O <br />71 <br />WORX ¢ I SEE NDTE 9 <br />-4L <br />NOTE 3 <br />10 <br />0 o a <br />W20-1 C20(CA)R W4 -2R <br />ow ❑B <br />xx <br />10 <br />SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 <br />W13 1P <br />rrlx ❑8 <br />1 i <br />Z <br />SEE NOTE 5 <br />SEE NOTE 5 <br />i <br />NOTES: <br />N <br />1. <br />Portable delineators placed at one-half the spacing indicated for <br />traffic cones may be used Instead of cones for daytime closures <br />only. <br />2. <br />Each advance warning sign shall be equlpped with at least tw flags <br />for daytime cI.Aum. Each flog shall be at least 16" x 16" In size <br />and shall be orange or fluorescent red -orange In color. Flashing <br />be.Can ..hall be placed at the locations Indicated for lane closure <br />Wring hours of darkness. <br />3. <br />A 020-2 "END ROAD WORK" sign, .hall be placed at the end of the lane <br />cl oeure unless the end Of work area Is oWlcue or ends within the <br />larger project'. Ilm 1te. <br />STATE OF CALIFORNIA <br />4. <br />A minimum 1500'eight diatoms shall be provided where <br />DEPARTMENT OF TRANSPORTATION <br />Possible for vehicles approaching the first flashing arrow sign. <br />Lonei <br />Lana cle for Shall not begin in the tap of crest verticw curve or <br />TRAFFIC CONTROL SYSTEM <br />on a horizontal curve. <br />FOR HALF ROAD CLOSURE ON <br />5 <br />The <br />W13'1P Plaquedwilllbe not be requhmavhen advl9doryrspeed [a <br />MULTILANE CONVENTIONAL <br />more than the posted or maximum .peed limit. <br />HIGHWAYS AND EXPRESSWAYS <br />6. <br />Length may be reduced by the Engineer to address site conditions. <br />T. <br />The tangent IL/21 shall pe used. <br />NO SCALE <br />T72 <br />Return to Table of Contents <br />