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C20 ILt) C20(LI) C18!See note 3 thru 51 <br /> M --4 <br /> Mta[ tFl ul 1�7r1s a <br /> C13(Sae note 7) KIM � alt4► _ <br /> raa n <br /> ssaslavC+rS. <br /> caper l ism Veer.tl 150 nMn Tow (+"Vier•+I - -- -------T —_ ♦x -� G <br /> - —� W-- �— Adana•w•miny 5VM 500 10 750 SW rs..n•w�f �} Or <br /> 4IIw. 1 I • • rr I • • • I(]• • •� Zt <br /> 1 � • UU � <br /> 11►�► --• — <br /> am <br /> Adve l wami"y Siam s00 e•?SO SW rs••ror 71 _! • • • �� O <br /> r + I • <br /> 0 <br /> DE1fAllt SIRE crrurwsrra "� <br /> AHEAD C13(See nota 7) O <br /> W1 {Lt)or W2 (Lt) } 0 <br /> W1 (R1}or W2 (Rt <br /> Ct > <br /> Cie C21 or C20 mxx <br /> Lev Xx fn r <br /> (See note 3 thru 5) No Scale a <br /> W6(See note 6) W6(See note 6) <br /> TABLE 1 c O a <br /> NOTES APPROACH TAPER NUMBER SPACING OF CONES 00 'n � <br /> Legend SPEED LENGTH OF CONES ALONG TAPER M Z ?1 <br /> Toper formula (MPH) (L) FOR TAPER* (Feel( t ? <br /> Sign L = S x W for speeds of 45 or mora 25 125 6 25 CO 3 O <br /> L = WS r for speeds of 40 or lees <br /> Cone or Portable 60 30 188 7 38 ^i STI Lrl <br /> DellnerstorWhere ' Z <br /> Direction of Traffic L = Minimum length of taper 35 245 8 35 D = C -4mo, S = Numerical value of posted 40 320 9 40 Z r <br /> Q Flashing Arrow Sign speed limit prior to work or <br /> (Optional) 85 percentile speed 45 540 13 45 n '11 (n <br /> + Flashing Yellow Beacon W = Width of offset 50 — 600 13 _ 50 Z 0 <br /> (Optional) 50+ 1800 21 50 fC n <br /> (e)Based on 12 toot wide lane This column is silo appropriate for lane widths Z <br /> SPECIAL NOTE less than 12 feet <br /> Field conditions could require deviations from these plans and accomp"ing notes <br /> Z � <br /> NOTES � <br /> 1 This plan does not apply where there ars emergency be 30"x 30' minimum other advance warr+ing signs 6 warning(A series signs used in work zones shA I be = <br /> conditions Under emergency conditions equipment shell be 36' x 36 minimum (Sea Note 5) black on orange Existing yellow waning signs already <br /> and personnel which are avelloble should be utlll"d to 4 All warning signs for night closures shall be either In place within these areas may remain In use = <br /> Implement a closure even though such closure does not Illuminated or reltectorized 9 Pavement markings for closures shall contort+to sec <br /> meet the standards contained In this plan As equip- lion 5-05 o1 this manual D <br /> ment or personnel become available an Immediate of S A C23 ROAD WORK AHEAD sign may be used Inlieu <br /> tort should then be made to Implement the standards of the C16 (See Note 3) 10 All cones shall be Internally Illuminated or fitted wtitn <br /> shown on this plan reflective white sleeves (See Section 5-03 Sr <br /> 6 Determine advisory speed at site should not be posted <br /> 2 Where approach speeds are low signs may be placed If In excess of speed lima 11 The maximum spacing between channeliting devices <br /> at 300 feet spacings end even closer In urban areas In it taper should be approximately equal io feet to the Ln <br /> 7 A C14 END ROAD WORK sign as appropriate may speed limit (See Table 1) <br /> 3 All advance warning signs shall be 48"x 46'minimum be used in Ileu of the C13 This sign Is options!If theto <br /> A <br /> on highways with approach speeds of 45 mph or more end of work zone is obvious or falls within a larger pro.. o <br /> When speeds are less than 45 mph the C23 sign shall lecl limit <br />