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~M ~M M ~M ~M ~M ~M ~M \ \ M ~M ~M ~M s\ ~M ~M ~M ~M Ga ~M ~M ~M ~M ~M ~M ~M ~M ~M (( 14 : 2009 Section2003 SectionDescription of ChangeType of ChangeComments1IntroIntroAdds "private road open to public travel" and "toll roads" to types of roads that are subject to the provisions in the MUTCD.Standard2IntroIntroWhen a noncompliant device is replaced, it shall be replaced with a compliant device.StandardState Law allows for use of a noncompliant device if it's on hand or on order, up to the specified compliance date. This exemption should be used with care, as it could result in a loss of funds on a Federal-aid project. It's advised to always try to place devices that conform to the current MUTCD.31A.121A.12Adds purple as the color for electronic toll collection on toll facilities.Standard41A.131A.13Standards "shall not be modified or compromised by engineering judgment or an engineering study."Standard51A.131A.13(94)(b) The junction of an alley or driveway with a highway is an intersection if the highway is controlled by a TCD.Standard61A.151A.14New tables of acceptable/unacceptable abbreviations for signs and VMS.Standard72A.062A.06Requires that pictographs only be used in certain ways.Standard82A.112A.12Recommends that when larger sign sizes are used, that auxiliary plaque sizes be increased proportionally.Guidance92A.122A.13Requires that symbols on one type of sign cannot be used on another type of sign unless specified otherwise.Standard102A.132A.14Requires that fractions be displayed in a certain way.Standard112A.132A.14Reduces legibility distance to 30' per inch of letter height (used to be 40').Guidance122A.132A.14Requires that all street names, place names, highway names be in mixed-case lettering.Standard132A.132A.14Recommends that text not contain periods, apostrophes, ampersands, question marks, etc., and solidus should only be used with fractions.Guidance142A.15New Section - Provides methods of enhancing sign conspicuity.OptionSupplement will disallow Method C.152B.032B.03Establishes minimum sizes for signs on multi-lane conventional roads with speeds > 35 (see Table 2B-1).Standard162B.032B.03Requires that stop signs on side road approaches to multi-lane roads with speeds >= 45 be minimum 36x36".Standard172B.032B.03Where regulatory signs (other than STOP) are mounted both left and right on a multilane roadway, may use single-lane size for both.OptionSupplement will disallow this option.182B.032B.03Recommends that regulatory signs on freeway and expressway ramps be same size as for main line.Guidance192B.04New Section - New guidance on how to determine appropriate intersection control.Guidance202B.04New Section - New Standard limiting use of temporary portable or folding STOP signs at a traffic signal during a power outage.Standard212B.052B.04New signs - TRAFFIC FROM RIGHT/LEFT DOES NOT STOP (W4-4aP, W4-4bP).Guidance222B.052B.04New sign - EXCEPT RIGHT TURN (R1-10P).OptionSupplement will prohibit the use of this sign.232B.062B.06New Guidance for when to use a STOP sign.GuidanceSupplement will add new figure to help decide between STOP & YIELD sign.242B.092B.09Revises Option for when a YIELD sign may be installed.OptionSupplement will add new figure to help decide between STOP & YIELD sign.252B.102B.10Changes Standard to Guidance the use of an additional YIELD sign on left side of multi-lane roundabout approach.Guidance262B.102B.10Prohibits mounting 2 STOP signs or 2 YIELD signs on the same supports.Standard272B.102B.10Allows installation of additional STOP or YIELD sign overhead for emphasis.Option282B.112B.11Requires use of "yield/stop here for peds" at multi-lane uncontrolled x-walks with yield / stop lines ("stop for" signs are new R1-5b, R1-5c)StandardSupplement will disallow STOP HERE FOR PEDS signs (R1-5b, R1-5c).292B.112B.11Allows use of "yield/stop here for peds" at multi-lane uncontrolled x-walks without yield / stop linesOption302B.112B.11Prohibits installation of Yield / Stop Here for Peds sign on same post as Pedestrian Crossing signStandard312B.122B.12Requires that In-Street pedestrian Crossing signs not on raised islands must bounce back when struckStandard322B.122B.12Allows new overhead "yield to / stop for peds" signs (R1-9 yield, R1-9a stop)OptionSupplement will disallow STOP HERE FOR PEDS (R1-9a).332B.122B.12New Standard with allowable locations for In-Street and overhead pedestrian signs (AT crosswalk, not in advance or for general education)Standard342B.122B.12Requires height of In-Street Pedestrian Crossing signs be max 4' to top of sign (sign panel is 3' high)Standard352B.122B.12Requires Y or FYG sheeting for in-street and overhead "yield to / stop for ped" signStandardSupplement will not restrict choice, but NYSDOT may do so via its own specs.362B.132B.13Recommend that W3-5 "Reduced Speed" signs be installed when > 10mph change, or where engineering judgment indicates for lower speed reductionsGuidanceR2-5aP, R2-5bP, R2-5cP, and R2-5P plaques will be disallowed.
Supplement clarifies that, where a Speed Limit sign and a Municipal Boundary sign conflict, the Municipal Boundary sign should be moved, not the Speed Limit sign.372B.172B.17Requires installation of a "fines higher" sign or plaque in a zone with higher fines, and an END HIGHER FINES ZONE sign (eg - school zones) (R2-6aP, R2-6bP, R2-10, R2-11)StandardSupplement clarifies that these signs/plaque can only be used with schools when a school speed limit is in effect.382B.182B.19New "No Straight Through" graphic sign (R3-27)Standard392B.182B.19Allows new "No U / Left Turn" sign (R3-18)Option402B.182B.19Prohibit use of "No Left", "No U", "No U / Left" on approaches to roundaboutsStandard412B.192B.20Recommend OH lane use signs at intersection and on approaches to complex signalized intersections (eg: trap lanes, shared lanes for thru + turn)Guidance422B.192B.20Allows "arrow around the dot" signs for roundabouts, "dot" is optional for left-most laneOptionThe use of the dot for the left-most lane will be the NYS standard.432B.202B.21Allows new "BEGIN RIGHT / LEFT TURN LANE" sign at begin of taper creating turn lane (R3-20R, R3-20L)Option442B.202B.21Requires "mandatory movement" signs (if used) to be OH if >=3 through lanes on approachStandard452B.202B.21Clarifies use of R3-7 LEFT LANE MUST TURN LEFT and RIGHT LANE MUST TURN RIGHT signs as post-mount and along full-width of laneGuidance462B.212B.22Requires "optional movement" signs (if used) to be OH if >=3 through lanes on approachStandard472B.222B.23Requires R3-8 Advance Lane Use signs be post-mounted not OH, if >= 3 approach lanesStandard482B.23New Section - Allows new signs RIGHT / LEFT LANE MUST EXIT (R3-33) post-mounted to supplement OH "EXIT ONLY" signsOption492B.27New Section - New Jughandle signs (R3-24, R3-25, R3-26) to be mounted below conventional guide signsStandard502B.302B.31Allows new sign "KEEP RIGHT EXCEPT TO PASS" (R4-16)OptionAs this is not State Law, Supplement will clarify that this sign, and the SLOWER TRAFFIC KEEP RIGHT sign, may only be used in conjunction with an order/regulation requiring such movements.512B.322B.33Allows new sign - narrow "keep right/left of obstruction" (R4-7c, R4-8c) for use on medians < 4' wideOption522B.33New Section - "STAY IN LANE" sign (R4-9) should be accompanied by double solid white lane lineOption, Guidance532B.34New Section - "RUNAWAY VEHICLES ONLY" sign (R4-10) for use at truck escape rampsGuidance53a2B.35New Section Slow Vehicle Turn-Out signsOptionThis section will be deleted, as it is not supported by NYS Law.542B.36New Section - new signs "DO NOT DRIVE / PASS ON SHOULDER" (R4-17, R4-18) (Duplicates NYR9-9)OptionCurrent State Law signs will be retained & supersede National versions.552B.392B.36Revised sign text - changed "prohibited" and "excluded" to "NO" for exclusion signsStandard562B.392B.36Allows new "AUTHORIZED VEHICLES ONLY" signs R5-11 for use at median openings and other locationsOption572B.392B.36Allows new NO skaters (R9-13), NO equestrians (R9-14) graphic signsOption582B.402B.37Requires use of ONE WAY signs at divided highways with medians > 30' (was Guidance, now a Standard)Standard592B.402B.37Requires use of ONE WAY signs and Keep Right signs at divided highways with medians < 30' (was Guidance, now a Standard)Standard602B.402B.37New Standard for location of ONE WAY signs at unsignalized and signalized T intersectionsStandard612B.402B.37Allows ONE WAY signs on island of roundabout with or instead of roundabout directional arrow (R6-4), at 4' min mounting heightOptionSupplement will discourage the use of a ONE WAY sign on the central island.622B.402B.37Allows new signs BEGIN ONE WAY (R6-6) and END ONE WAY (R6-7)Option632B.412B.50New Section - Wrong Way Traffic Control at Interchange Ramps - allow DO NOT ENTER and WRONG WAY signs to be mounted at 3' under certain conditionsOption642B.422B.38Requires Divided Highway sign on near right corner (mounted below STOP or YIELD sign) at unsignalized intersection with divided highway with median > 30' where both left and right turns are allowed (was an Option, now a Standard)Standard652B.422B.38Allows Divided Highway sign on left side to supplement right-side signOption662B.422B.38Allows Divided Highway sign on side road to be omitted where divided highway median > 30', AADT <400, speed <=25Option672B.43New Section - Recommends use of new Roundabout Directional Arrow R6-4, -4a, -4b (black/white chevrons) signsGuidance682B.44New Section - New Roundabout Circulation plaque R6-5PGuidance692B.462B.39New pay parking signs (R7-20, R7-21, R7-21a, R7-22)Option702B.472B.40Requires use of "van accessible" plaque with R7-8 sign (was Guidance, now a Standard) - color change from blue to greenStandard712B.472B.40Allows color-coding of parking restriction signs for various time limitsOption71a2B.502B.43WALK ON LEFT FACING TRAFFIC Sign (R9-1)Disallow use of R9-1 sign; add new State Law sign in 2B.107.722B.512B.44Modification to CROSS ONLY ON GREEN (R10-1) sign face & sign number change from R10-2a to R10-2Standard732B.522B.45New (R10-25, R10-32P) and modified traffic signal pedestrian signs742B.532B.45Allows new CROSSWALK STOP ON RED sign (R10-23), but only with pedestrian hybrid beacons (HAWK)StandardLegal has confirmed that this device can be used in NYS.752B.532B.45Requires EMERGENCY SIGNAL - STOP ON FLASHING RED (R10-14, R10-14a) with emergency hybrid beaconsStandardLegal has confirmed that this device can be used in NYS.762B.532B.45New AT SIGNAL plaque (R10-31P )Option772B.532B.45New graphic version of "turning vehicles yield to peds" sign (R10-15 )Option782B.542B.45Allows blank-out sign NTOR or No Right graphic for part-time restrictionOption792B.542B.45Allows new sign "NTOR from this lane" R10-11d overhead, or "NTOR except from right lane" R10-11c post-mountedOption802B.542B.45Allows new sign "RTOR yield to U-turn" (R10-30)Option812B.552B.46Allows new photo enforced sign & plaques (R10-18, R10-19P, R10-19aP)OptionFor now, NYSDOT will follow a policy of only using the boundary sign (R10-18), and only when requested.822B.56New Section - Allows signs for Ramp Metering - new signs R10-28, R10-29 (replaces NYI6-2)OptionNYI6-2 will be removed from Supplement.832B.582B.48Allows intersecting street name or well-known destination in place of "XX MILES AHEAD" on "ROAD CLOSED" signs (R11-3 series) in urban areasOption842B.602B.50Modifies text of Regulatory sign for weigh stationGuidance852B.64New Section - Headlight Use signsOptionEntire section deleted. Current State Law sign will be retained & supersede National signs.862B.65New Section - Allow new sign "fender bender move vehicle from travel lanes" R16-4OptionSupplement will disallow the use of this sign, as it is not currently a NYS Law.872B.68New Section - Gates882C.032C.03Allows warning signs larger than Oversize to be diamond, rectangular, or squareOption892C.032C.03Requires warning signs associated with schools be FYGStandard902C.042C.04Requires 36x36" min size for warning signs on multi-lane conventional roads with speeds >35 mphStandard91Table 2C-2Table 2C-2Heavily revised Table of sign sizes, plaques added, multi-lane conventional road sizes addedStandard922C.042C.04Allows supplemental warning sign on left side of multi-lane road be the single-lane road sizeOption932C.042C.04Recommends diamond-shape warning signs on ramps be same size as for main-line of expressway or freewayGuidance942C.06New Section - use of curve warning signs, chevrons, horiz arrows, advisory speed panels on roads with AADT > 1000, based on difference betw advisory speed and posted or 85th - not on accident history or engr judgmentStandard, Guidance952C.072C.06Requires use of Turn sign for advisory speed <= 30mphStandardSupplement will be revised for new standard for use of Turn sign. Supplement will clarify that for posted speed limits <= 30 mph, Curve sign will not be allowed.962C.082C.46Requires advisory speed plaque be installed in accordance with Table 2C-5, and elsewhere when engineering study indicates needStandardSupplement will clarify that advisory speed can be no higher than posted speed limit.972C.082C.46Support with methods to determine advisory speed - accelerometer, speed equation, or ballbank 16, 14, 12 depending on speedSupportSupplement will be revised to remove current guidance on advisory speed; we will adopt the MUTCD language.982C.092C.10Requires chevrons be installed in accordance with Table 2C-5Standard992C.092C.10Requires chevrons be installed at minimum height 4' above traveled wayStandard1002C.092C.10Recommends spacing of chevrons per Table 2C-6Guidance1012C.092C.10Prohibits use of chevrons opposite the stem of a T intersection, or to mark obstructionsStandard101a2C.102C.07Combination Horizontal Alignment / Advisory Speed SignStandardSupplement will require that the advisory speed on this sign be the same as on the advance warning sign1022C.122C.09Prohibits use of horizontal arrow on roundabout islandStandard1032C.122C.09Requires use of horizontal arrow (W1-6) in accordance with Table 2C-5Standard1042C.142C.36Deletes "curve speed" sign (W13-5)1052C.142C.36Requires use of exit speed/ramp speed signs be in accordance with Table 2C-5Standard1062C.142C.36Recommends if Truck Tipping sign is installed on ramp, ramp advisory speed be based on truck advisory speedGuidance1072C.15New Section - Allow alignment arrows on new exit speed and ramp speed signs (W13-6, W13-7)Option1082C.232C.19Recommends that 2-Way Traffic sign W6-3 be used along with Divided Highway Ends (W6-1) (was Option, now Guidance)Guidance1092C.24New Section - Allows new Freeway/Expressway Ends signs (W19-1 thru W19-4) post-mounted or overheadOption1102C.312C.26Allows new graphic sign for Shoulder Drop Off W8-17, (deletes old text W8-9a),with optional SHOULDER DROP OFF plaque (W8-17P)Option1112C.312C.26New NO SHOULDER (W8-23) sign (replaces NYW4-13), new SHOULDER ENDS (W8-25) signOptionNYW4-13 will be removed from Supplement.1122C.322C.27Allows new plaques that can be used with Slippery Pavement graphic sign - "ice", "when wet", "steel deck", "excess oil"OptionNYW4-10 will be removed from Supplement1132C.322C.27Allows new LOOSE GRAVEL sign (W8-7)Option1142C.322C.27Allows new ROUGH ROAD sign (W8-8)Option1152C.322C.27Allows new BRIDGE ICES BEFORE ROAD sign (W8-13)Option1162C.322C.27Allows new FALLEN ROCKS sign (W8-14) (replaces NYW4-14)OptionNYW4-14 will be removed from Supplement.1172C.33New Section - Warning Signs and Plaques for Motorcyclists1182C.33New Section - Allows new sign "grooved/textured/brick pavement" (W8-15) (replaces NYW4-5)OptionNYW4-5 will be removed from Supplement.1192C.33New Section - Allows new sign "metal bridge deck" (W8-16) (replaces NYW4-6)OptionNYW4-6 will be removed from Supplement.1202C.34New Section - Allows existing sign "no center line" (W8-12) to be used in warning colorsOption1212C.35New Section - Weather Condition Signs - Allow new signs "fog area" (W8-22), "gusty winds area" (W8-21), "road may flood" (W8-18), depth gauge (W8-19); (replace NYW7-16, NYW4-9)OptionNYW7-16 and NYW4-9 will be removed from Supplement.1222C.37New Section - Allows signs for metered rampsOption1232C.382C.30Recommends Reduced Speed signs be used when drop > 10mph or by engineering judgment for lower speed dropsGuidance1242C.39New Section and sign for drawbridges (W3-6) (replaces NYW4-7)StandardNYW4-7 will be removed from Supplement.1252C.402C.31Allows new NO MERGE AREA plaque (W4-5P) to accompany YIELD and Yield Ahead signs or W4-5 merge signOption1262C.43New Section - Allow new RIGHT/LEFT LANE EXIT ONLY AHEAD (W9-7) for use upstream of overhead "exit only" signs or R3-33 signsOption1272C.462C.37New offset intersection (W2-7) sign (replaces NYW2-10), new Double Side Roads (W2-8) signGuidanceNYW2-10 will be removed from Supplement.1282C.492C.40New Trail X-ing sign (W11-15), TRAIL XING (W11-15P) plaque, TRAIL CROSSING (W11-15a) signOption1292C.492C.40Recommends use of AHEAD or XX FEET plaque with W11-15 or W11-15a if installed in advance of the crossing location (was Option, now Guidance)1302C.502C.41Recommends use of AHEAD, XX FEET plaques with non-motorized x-ing signs W11-2, W11-6, W11-7, W11-9 if used in advance of crossing locationsGuidance1312C.502C.41Recommends use of AHEAD or XX FEET plaque with W11-2, W11-6, W11-7, W11-9 if installed in advance of the crossing location (was Option, now Guidance) (ped, wheelchair, snowmobile, equestrian)1322C.502C.41New signs for moose (W11-21), elk/caribou/antelope (W11-20), riderless horse (W11-22), donkey (W11-19), sheep (W11-17), bighorn sheep (W11-18), bear (W11-16) (Replace NYW5-11, NYW5-30, NYW5-32)OptionNYW5-11, NYW5-30, & NYW5-32 will be removed from Supplement.1332C.52New Section - Allows NEW TRAFFIC PATTERN AHEAD sign (W23-2)Option1342C.542C.44Requires warning plaques with regulatory signs be Black-on-YellowStandard1352C.582C.49Requires use of mixed-case for Advance Street Name signs mounted with warning signs (was Option, now a Standard)Standard1362C.592C.50Recommends use of TRAFFIC FROM LEFT/RIGHT DOES NOT STOP (W4-4aP) or ONCOMING TRAFFIC DOES NOT STOP (W4-4bP) where only 1 direction does not stop, unless that direction is a 1-way streetGuidance1372C.612C.53Allows new graphic plaque "photo enforced" (W16-10P)OptionNYSDOT will not use these plaques for now, as locations that are photo enforced can change.1382C.62New Section - Allows "NEW" (W16-15P) plaqueOption1392C.663C.04Object Markers for Ends of Roadway are now called "Type 4 Object Markers"Standard1402D.042D.04New Table with Minimum sizes for standard guide signs on conventional roadsStandard1412D.052D.05Requires place, street, and highway names be in mixed-case on conventional road guide signsStandard1422D.082D.08Requires down arrows on OH guide signs be vertical and approximately centered over the laneStandard1432D.082D.08Prohibits more than one down arrow per lane on single OH sign or OH sign structureStandard1442D.082D.08Allows post-mounted Exit Direction sign to have arrow centered below textOption1452D.082D.08Recommendations for when to use which shape arrow on guide signs, proportions of arrow with respect to textGuidanceNY will adopt MUTCD guidance.1462D.122D.12For route markers mounted on backers, Recommends backer be green and Requires auxiliary text be white mounted directly to backer, Prohibits auxiliary panels mounted to backerStandard, Guidance1472D.23New Section - Allow new BEGIN (M4-14) panel for use with route markers (replaces NYM14-22)OptionNYM14-22 will be removed from Supplement1482D.262D.25Recommends curved-stem advance arrow auxiliary panel for route marker be used only when same arrow is used elsewhere (arrows must match on all signs and markings); for use only with circular intersectionsGuidance, Standard1492D.27New Section - Allows new Lane Designation auxiliary signs (M5-4, M5-5, M5-6) (replaces NYM13-61,62,63 & NYM14-61,62,63)OptionNYM13-61, 62, 63, and NYM14-61, 62, 63 will be removed from Supplement.1502D.322D.30Removes requirement that the end of a route be marked with END1512D.33New Section - Allows Combination Lane-Use / Destination (D15-1) OH Guide Sign for mandatory movement lanesOption1522D.362D.33Recommends sizes of route shield and cardinal direction when included on Destination and Distance signsGuidance1532D.38New Section - Destination Signs at Circular Intersections (D1-1d thru D1-5a)Option1542D.39New Section - Destination Signs at JughandlesOption1552D.432D.38Allows small route marker within street name (D3-1, D3-1a) signOption1562D.432D.38Requires street name signs (D3-1, D3-1a) to be mixed-case letteringStandardD series lettering is preferred, C series is fine, B series is allowed if necessary 1572D.432D.38Requires Street Name Sign (D3-1, D3-1a) background colors be green, blue, brown, or white; text shall be white (on colors); or black (on white)Standard1582D.432D.38Allows border to be omitted from Street Name Signs (D3-1, D3-1a)Option1592D.432D.38New Table - Recommends Minimum Letter Heights on Street Name signs (D3-1, D3-1a)Guidance1602D.45New Section - Requires on multi-lane conventional roads at expressway and freeway interchanges, guide signs showing direction of turn onto each rampStandard1612D.45New Section - Allows Advance Entrance Direction diagrammatic signsSupport1622D.46New Section - allow Freeway (expressway, parkway, etc) Entrance Signs (D13-3, D13-3a)Option1632D.50New Section - Community Wayfinding Signs1642D.51New Section - Recommend TRUCK/PASSING/CLIMBING LANE (D17-1, D17-2) signs (previously regulatory signs)Guidance1652D.52New Section - Recommend SLOW VEHICLE TURN-OUT XX MILES (D17-7) signOption, GuidanceSupplement will allow the use of this sign, but disallow the use of the companion regulatory signs.1662E.142E.13New Table with Minimum sizes for various standard signs on freeways and expresswaysStandard1672E.192E.18Requires down arrows on OH guide signs be vertical and approximately centered over the laneStandard1682E.192E.18Prohibits more than one down arrow per lane on single OH sign or OH sign structureStandard1692E.192E.18Allows post-mounted Exit Direction sign have arrow centered below textOption1702E.192E.18Requires arrows on guide signs be as shown in Fig 2D-2 and comply with 2D.08StandardNY will adopt MUTCD guidance.1712E.192E.18Requires directional arrows on overhead signs for multi-lane exits be below the legend and over the approx center of each laneStandard1722E.20New Section - Signing for Option Lanes at Splits and Multi-Lane Exits - Requires overhead Arrow-per-Lane or Diagrammatic signs at Major interchanges with multi-lane exits with option lanes or splits with option lanesStandard1732E.20New Section - Prohibits overhead Arrow-per-Lane and Diagrammatic signs at exits without option lanesStandard1742E.20New Section - Recommends overhead Arrow-per-Lane signs be considered for multi-lane exits with option lanes at Intermediate interchangesGuidance1752E.21New Section - Design of OH Arrow-per-Lane signs for option LanesStandard, Guidance, Option1762E.21New Section - Requires overhead Arrow-per Lane signs at new and reconstructed freeway and expressway Major interchanges with multi-lane exits with option laneStandard1772E.23New Section - Signing for Intermediate and Minor Interchange Multi-Lane Exits with an Option Lane - refers to other sections in 2EGuidance1782E.242E.20Requires diagonal arrow within yellow EXIT ONLY panel (E11-1d, E11-1e) on the overhead exit direction signStandard1792E.28New section - Eisenhower Interstate System Signs - Recommend serif font (M1-10a) not be placed where it can be viewed by vehicular trafficStandard, Guidance, Option1802E.312E.28Requires exit numbering by mile marker; consecutive exit numbering shall not be usedStandardRegions are not to implement this on their own; Main Office Traffic will provide guidance and coordination1812E.312E.28Requires black-on-yellow "LEFT" (E1-5aP, E1-5bP) exit tab on top left of guide signs for left exits (previously an option)StandardFHWA thinks that OSS will not have to be replaced due to additional sign area.1822E.312E.28Requires suffix letter in exit number be separated from digits by space 0.5 to 0.75 times the height of the letterStandard1832E.332E.30Recommends LAST EXIT BEFORE TOLL (W16-16P) plaque be installed above Advance Guide Signs at last exit before a required toll (Allows installation below if above will not fit)Guidance1842E.362E.33Recommends LAST EXIT BEFORE TOLL (W16-16P) plaque be added to Exit Direction signs for last exit before a required tollGuidance1852E.442E.41Requires overhead Arrow-per-Lane or Diagrammatic signs for freeway-to-freeway splits with option lanes, and for multi-lane freeway-to-freeway exits with option lanesStandard1862FNew Chapter for toll road signing; new requirements for both toll roads and approach roads1872F.11New section - Requires TOLL auxiliary sign (M4-15) be used with directional assemblies from non-toll roads to toll roadsStandard1882F.12New section - Requires Electronic Toll Collection ONLY (M4-20) and NO CASH (M4-16) auxiliary signs be used with directional assemblies from non-toll roads to toll roads where Electronic Toll Collection is the only accepted form of paymentStandard1892F.13New section - Requires TOLL panel be added to a guide sign that directs to a toll facility; an Electronic Toll Collection pictograph and "ONLY" shall be added if an ETC-only facilityStandard1902GNew Chapter 2G - Preferential and Managed Lane Signs; new requirementsSupplement adds Clean Pass and HOV Violations signs, and disallows ILEV sign.1912H.022D.48Requirements for size of pictographs on political boundary signsStandard191a2H.022D.48General Information SignsWildlife Viewing Area (NYM8-22) will be removed from Supplement.1922H.08New Section - Acknowledgement Signs - (adopt-a-highway, HELP truck sponsorship, etc), max sizes in Table 2H-11932I.022D.45Recommends installation of VAN ACCESSIBLE (D9-6P) (blue) plaque with Handicap Accessible (D9-6) signGuidance1942I.022E.51Truck Parking sign (D9-16) redesigned from text to symbolStandard1952I.022E.53Tourist Info sign (D9-10) redesigned from symbol to textStandard1962I.022D.45Add E85 (D9-11c), TDD (D9-21), and Wi-Fi (D9-22) symbol signsOption1972I.04New Section - Interstate Oasis Signing1982I.06New Section - Brake Check Area Signs - if area has been provided, D5-13 and D5-14 signs should be installedGuidance1992I.07New Section - Chain-Up Area Signs - if area has been provided, D5-15 and D5-16 signs should be installedGuidance2002J.032F.03Prohibits dual-logos on Specific Service signsStandard200a2J.032F.03Specific Service signsAdopt MUTCD allowance for smaller (8) lettering on logo panels. 2012L.03New section - Legibility and Visibility of CMS - recommended minimums for highways with speeds >= 55mphGuidance2022L.05New section - Message Length and Units of Info - Allows a maximum of two phases, 3 lines of text each, understandable in either order (A-B or B-A)Standard2032L.05New section - Recommendations for designing and displaying messages on CMSGuidance2042M.042H.04New Wildlife Viewing Area sign (replaces NYM8-22), revised Hiking sign, sign designation changesStandardNYM8-22 will be removed from Supplement2052M.10New Section - Memorial or Dedication Signing - Recommend signs be white-on-brownGuidance2063A.053A.04Allows use of purple pavement markings for toll plaza ETC-only lanes as supplement to edge lines or lane linesStandard2073B.033B.03Recommends use of TWLT arrows (was Option, now Guidance)Guidance2083B.043B.04Requires dotted white lane lines / extension lines for decel, accel, trap lane, some aux lanes, "exit only" ("drop") lanes; optional use at some other locationsStandardStandard Sheets will be updated to reflect these changes.2093B.043B.04Requirements for where to use normal vs. wide dotted linesStandardStandard Sheets will be updated to reflect these changes.209a3B.043B.04Should use single solid white line to separate climbing lane.OptionStandard Sheets will be updated to reflect this change from previous State use of double broken lines.2103B.163B.16Requires "yield (stop) here to (for) peds" sign be used if yield (stop) lines are used at a crosswalk on an uncontrolled multi-lane approachStandard2113B.163B.16Allows staggered stop and yield lines on a lane-by-lane basisOption2123B.17New section - Do Not Block Intersection MarkingsOption2133B.183B.17Recommendations on appropriate use of crosswalk markings, and what factors should be studied for mid-block crossingsGuidance2143B.183B.17Recommends that curb ramps be within the lines of the crosswalkGuidance2153B.203B.19Recommends use of wheelchair symbol in handicap parking spaces (was Option, now Guidance)Guidance2163B.203B.19Recommends use and spacing of lane-use arrows and ONLY'sGuidanceStandard Sheets will be updated to reflect these changes2173B.203B.19Recommends placement of TWLTL arrows, Prohibit use of single arrows in TWLT laneGuidance, StandardSupplement may provide additional information on spacing.2183B.203B.19Recommends lane-reduction arrows on roads with speeds >= 45mph (was Option, now Guidance), and Recommend use on slower roads if indicated by engineering judgementGuidance, Option2193B.22New Section - Speed Reduction Markings (no recommendations on spacing of lines)Standard, GuidanceSupplement will add text for layout of these markings2203B.24New Section - Recommends dimensions, spacing, and angles for crosshatch markingsGuidanceStandard Sheets will be updated to reflect these changes2213CNew Chapter 3C Roundabout MarkingsMost of the text and Figures in the Supplement are now in Chapter 3C.2223C.06New Section - Allows lane use arrows on approaches to roundabouts to be normal or fish-hook; fish-hook arrows may use dot but dot is not required (markings and signs must match - if one has dot, both must have dot)OptionThe use of the dot for the left-most lane will be the NYS standard.2233DNew Chapter - Preferential lane markingsStandard2243ENew Chapter - Toll Plaza Markings2254C.014C.01New Warrant 9, Intersection Near a Grade CrossingStandard2264C.054C.05Warrant 4, Ped Volume - new criteria, new FiguresStandard2274D.054D.05New and revised Requirements in 4D.05.E. steady YELLOW ARROW, 4D.05.F. steady GREEN ARROWStandard2284D.054D.05New Requirements for Supplemental Signal Faces and what indications are allowed to be displayed simultaneouslyStandard2294D.064D.18Prohibits strobes within or adjacent to any signal indication.StandardWe are working with the FHWA Division Office to retain the allowance for strobes in the Supplement.2304D.064D.18U-turn arrow indication allowed in signal face (allowed to be for U-turn to left or to right, if geometry allows that movement)Option2314D.074D.15Allows 8-inch signal indications in only a few situationsStandard2324D.084D.16Requirements for locations of U-Turn signal indications within the signal headStandard2334D.084D.16Allows two red balls or two red arrows side-by-side for emphasisOption2344D.114D.15Recommends: on roads >= 45mph, for new or reconstructed signals, all primary signal faces be located on the far side of the intersection; all signal faces have backplates, (and 4 other new provisions)Guidance2354D.114D.15Requires 2 primary signal faces for straight movement, even if not the major movement; Require 2 primary signal faces for major turning movement if no straight movement (eg - T intersection)Standard2364D.114D.15New table and figure for recommended number of signal faces for roads >= 45mphGuidance2374D.124D.15, 4D.17Requirement for "signal ahead" sign is based on "continuous view of at least two signal faces"Standard2384D.124D.15, 4D.17Recommends back plates on roads >= 45mph, Recommend back plates be considered for slower roads where sun glare, bright sky, and/or complex or confusing backgrounds indicate a need for enhanced target valueGuidance2394D.124D.15, 4D.17Allows retroreflective yellow strip 1" to 3" wide on face of backplateOption2404D.134D.15Requires primary signal face for exclusive turn lane be located over the laneStandard2414D.17 thru 4D.204D.06Requirements and Recommendations for flashing yellow arrow and flashing red arrow indications for permissive left-turnsOption, Standard2424D.17 thru 4D.204D.06Revisions to allowable operation of left-turn phases - what indications may be displayed to which movement and which pedestrian crossing during various left-turn operationsStandard2434D.17 thru 4D.204D.06Requires dedicated left-turn signal faces to use R, Y, G arrows - no circular indications allowed (no "Dallas Phasing" allowed)Standard2444D.21 thru 4D.244D.07Requirements and Recommendations for flashing yellow arrow and flashing red arrow indications for permissive right-turnsOption, Standard2454D.21 thru 4D.244D.07Revisions to allowable operation of right-turn phases - what indications may be displayed to which movement and which pedestrian crossing during various right-turn operationsStandard2464D.25New Section - text and Figure for approaches with shared left- and right-turn lanes and no through movementStandard, Option2474D.264D.10Recommends red clearance interval be used when indicated by application of engineering practices (was Option, now Guidance)Guidance2484D.264D.10Requires yellow change and red clearance intervals (if used) be established using engineering practices (with Support identifying ITE documents)Standard2494D.274D.13Recommend signals with railroad pre-emption or coordinated with flashing-light signal systems have back-up power supply (except for signals interconnected with light rail transit systems?)Guidance249a4D.274D.13Allows use of queue-jumper signals.Queue-jumper signals may be used in NY as long as the vehicles under control by the signals are in an exclusive lane.2504D.304D.11, 4D.12Requires a single-section signal face consisting of a continuously-illuminated green arrow remain continuously displayed when signal is in flashing modeStandard2514D.304D.11, 4D.12Requirements for permissive turn flashing yellow arrows and flashing red arrows during flashing operationStandard2524E.064E.10Requirements for ped change interval (flashing HAND) and ped buffer interval (steady HAND, min 3 sec): ped change interval + ped buffer interval > = ped clearance timeStandard2534E.064E.10Requires pedestrian buffer interval to start no later than beginning of red clearance interval, if usedStandard2544E.064E.10Allows HAND indication to be flashing, steady, or first flashing then steady during the yellow change intervalOption2554E.064E.10Recommends ped clearance time be calculated for a walking speed of 3.5 ft/sec (changed from 4 ft/sec); may use 4 ft/sec where additional crossing time is available by an extended pushbutton pressGuidance, OptionSupplement text will be deleted. (Supplement already had this recommendation)2564E.064E.10Recommends pedestrian clearance time be calculated using speed lower than 3.5 ft/sec (changed from 4 ft/sec) if crossing regularly used by slower pedestrians or those in wheelchairsGuidanceSupplement text will be deleted. (Supplement already had this recommendation)2574E.064E.10Recommends walk interval + pedestrian clearance allow pedestrian leaving curb at start of WALK to get to other side at 3 ft/secGuidance2584E.064E.10Requires - if sufficient time allows crossing only to median, median shall have ped signals, ped detectors if actuated, and appropriate signs on the median and both curbs (was Guidance, now Standard)Standard2594E.064E.10Recommends considering installation of accessible pedestrian signals where median mounted pedestrian signals and detectors are presentGuidance2604E.064E.10Allows leading ped interval; if leading ped interval is used, Recommend consider installation of accessible ped signals; Recommend leading interval >= 3 sec or enough time to cross one lane; consider prohibiting conflicting turn movementsOption, Guidance2614E.074E.07Requires all ped signals where ped change interval > 7 sec include a ped change interval countdown display (was Option, now Standard)StandardThere is no requirement for converting existing ped signals without countdown to having countdown; allowed to remain until end of service life2624E.084E.08Recommends ped pushbutton location be: reachable from flat all-weather surface; < 5' beyond edge of crosswalk; 1.5' to 6' from face of curb; with face of button parallel to crosswalk; 3.5' to 4' above sidewalk;Guidance2634E.084E.08Recommends that two pushbuttons on same corner be separated by 10'; if not possible Allow to be closer or on same poleGuidance, Option2644E.084E.08Requirements for pilot lights (if used) and "for additional crossing time" (R10-32P) sign (if additional crossing time is available)Standard2654E.084E.08Requires ped pushbuttons and ped pushbutton signs to clearly indicate which ped signal is activated by each button (was Guidance, now Standard)Standard2664E.10New Section - if two accessible ped pushbuttons are < 10' apart or on the same pole, Require each to be equipped with: button locator tone, tactile arrow, speech walk message, speech button info messageStandard2674E.10New Section - Requires -if ped clearance time is sufficient only to get to median, median be equipped with accessible ped detector if accessible ped detector exists at curb (was Guidance, now Standard)Standard2684E.11-13New Section - Requirements, Recommendations, Options for accessible ped signals and detectors during WALK phase - tones, speech messages, volume levels, vibrotactile arrow, pilot light, alert tone2694FNew Chapter - Pedestrian Hybrid BeaconsHAWK beacon may be used in NY. Not for use at or within 100 of intersections.2704G4FAdds Hybrid Beacons to Emergency-Vehicle signal typesHAWK beacon may be used in NY. Not for use at or within 100 of intersections.2714J.024I.02Requires 12 inch signal indications at movable bridges; Allows 8 inch indications to remain for rest of service lifeStandard, Option2724J.024I.02Requires a STOP line be installed to indicate the point behind which vehicles are required to stopStandard2734J.024I.02Requires "draw bridge" sign (W3-6)(revised from "drawbridge ahead")Standard2744J.024I.02Requires red and white stripes on warning gate to be verticalStandard2754J.034I.03Recommends traffic control signals at nearby intersections not only be interconnected with bridge signal, but be preempted by bridge signalGuidance2764L.024K.02Requires two horizontally aligned red intersection control beacons be flashed simultaneously, Require two vertically aligned red intersection control beacons be flashed alternatelyStandard2774N.014L.01Prohibits use of In-Roadway Lights for any application not listed in this Chapter; Requires In-Roadway Lights to be flashed and not steadily illuminated; Allows flickering effectStandard, Option2784N.024L.02Requirements for varying flash times and intensity for flickering effectStandard2794N.024L.02Requires PUSH BUTTON TO TURN ON WARNING LIGHTS (R10-25) sign be installed adjacent to or integral to pushbutton if ped buttons are used to activate in-roadway lightsStandard2805A.015A.01Clarifies the meaning of low-volume road - residential neighborhood streets are not "low-volume"Standard2815F.045F.04Requires Section 8B.04 criteria for use of STOP and YIELD signs at passive railroad crossingsStandard2826C.026C.02Planned special events are considered a reason for TTC in addition to WZs and incidentsSupport2836C.086C.08Length of downstream taper redefined 50 ft (min) to 100 ft. (max)Guidance2846C.086C.08Recommends a short taper of 50 ft (min) to 100 ft. (max) during Flagging, with downstream taperGuidance2856D.036D.03New requirements for High-vis apparelStandard2866D.036D.03High-Vis apparel requirements for emergency responders working within the ROWStandard2876E.04New Section - Automated Flagger Assistance Devices (AFAD)2886E.05New Section - STOP/SLOW Automated Flagger Assistance Devices (AFAD)AFADs may be used in NY.2896E.06New Section - Red/Yellow Lens Automated Flagger Assistance Devices (AFAD)AFADs may be used in NY.2906F.026F.02Clarifies sign sizes and when to use themStandard291Table 6F-1Table 6F-1New Sign numbers and sign sizes are listedStandardStandard sheets will be updated to reflect these changes.2926F.086F.08Adds info on the use of the ROAD CLOSED signStandard2936F.12New Section - Work Zone and Higher Fines Signs and Plaques (new signs)Option, Guidance2946F.30New Section - NEW TRAFFIC PATTERN AHEAD sign (W23-2)Option, Guidance2956F.446F.42Renumbered - SHOULDER DROP OFF sign changed and addition of supplemental plaque (W8-17P)Guidance, Option2966F.46New Section - STEEL PLATE AHEAD sign (W8-24)Option2976F.48New Section - Reverse Curve Signs (W1-4 Series) - number of arrows on sign must match number of available lanes2986F.496F.45Renumbered Section; clarification on requirements for the double reverse signs; # of arrows matches # of lanesOption, Standard2996F.54New Section - Motorcycle Plaque (W8-15P)Option3006F.616F.56"Arrow Panels" are now referred to as "Arrow Boards" - found repeatedly throughout Part 6Terms will be used interchangeably.3016F.616F.56Allows Alternating Diamond pattern on CMS for caution modeStandard3026F.636F.58Requires Channelizing devices used for peds have continuous top and bottom rail. Bottom surface <2" - Top surface >32" above groundStandard3036F.636F.58Recommendations on using channelizing devices for pedsGuidance3046F.72New Section - Temporary Lane Separators3056F.786F.72Changed Option for using signs and no markings from 3 days to 14 daysGuidance619 Specs will keep the 3 day maximum .3066F.846F.80Requires preemption of signal when located within 200 ft. of rail grade X-ingStandard3076F.856F.81Redefined movable barriers and now references 2 typicals in Section 6HSupport3086F.876F.84Allows transverse Rumble strips to be black or orange in addition to white and "the color of the pavement"Standard3096G.066G.06Sign numbers added. Allows MOWING AHEAD (W21-8) sign for mowing operations (replaces NYW8-44); Allows SLOW MOVING VEHICLE (W21-4) sign for use on construction vehicles (replaces NYW8-34)OptionNYW8-44 and NYW 8-34 will be removed from Supplement310Figure 6H-7Figure 6H-7ROAD CLOSED sign removed from drawing; clarification of StandardStandard311Figure 6H-36Figure 6H-36STAY IN LANE sign removed from drawing; additional standards, guidance and options; changes to Options and GuidanceSTAY IN LANE sign will be removed from Standard Sheet 619-65.3127B.077B.07Requires all School signs to be fluorescent yellow-greenStandard3137B.09New Section - Require use of "school zone" (S1-1 with S4-7P or S4-3P) and END SCHOOL ZONE (S5-2) signs , if "school zone" is defined in State or Local LawStandard, OptionSupplement will contain figure showing implementation in NY3147B.10New Section - Requires "begin / end higher fines zone" (R2-10, R2-6P, R2-6aP, R2-11) signs, where higher fines are imposed by state or local lawStandard, OptionSupplement clarifies that these signs/plaque can only be used with schools when a school speed limit is in effect3157B.127B.09New options for in-street school crossing (R1-6b, R1-6c) and overhead school crossing (R1-9a) signsStandard, OptionSupplement will disallow STOP versions (R1-6c, R1-9a)3167B.137B.10Revises criteria for placement of SCHOOL BUS STOP AHEAD (S3-1) signGuidance3177B.137B.10School Bus Stop Ahead (S3-1) sign is now a graphic signStandard3187B.14New Section - Allows new School Bus Turn Ahead (S3-2) signOption3197B.157B.11Requires School sign (S1-1) in advance of first School Speed Limit assemblyStandard3207B.157B.11Requires "fines higher" (R2-10, R2-6P, R2-6aP, R2-11) signs where increased fines are imposed in school speed zonesStandardSupplement clarifies that these signs/plaque can only be used with schools when a school speed limit is in effect3217B.157B.11Requires "end school speed limit" (S5-3) (or "end school zone" (S5-2)) sign at end of school speed limitStandard, Option3227B.157B.11Allows speed limit sign for normal speed limit be mounted on same posts above "end school speed limit" or "end school zone" sign. Speed Limit sign for normal limit is required at this location, see 2B.13 paragraph 04Option3237B.157B.11Requires FYG pixels in changeable message signs for school speed limitsStandard3247B.167B.12Recommends School Speed Limit Ahead warning sign where speed drops by > 10mph, elsewhere when engineering judgment indicates (was Option, now Guidance)Guidance3258B.048B.08Requires passive (= no lights, no gates) grade crossings have Crossbuck sign and a YIELD or STOP sign (and # tracks sign if more than one set of tracks) Allow YIELD or STOP sign to be mounted separately from Crossbuck3268B.048B.08The YIELD or STOP sign is considered part of the Crossbuck assembly whether it is mounted with the Crossbuck or separately3278B.048B.04Requires STOP sign at a passive grade crossing be justified by an engineering study, not just engineering judgmentStandard3288B.048B.04Requires left-side mounted Crossbuck where restricted sight distance or unfavorable highway geometry exists on approach to grade crossing; Required on one-way multi-lane approachStandard3298B.048B.04New requirements for vertical strip of white retroreflective material on Crossbuck supports at passive crossingsStandard, Option329a8B.108B.09Use of TRACKS OUT OF SERVICE sign requires removal of crossbuckStandardOld Supplement had sign installed with crossbuck3308B.228B.15Eliminate NO SIGNAL (W10-10) sign3318B.278B.20, 10C.23Can only omit RR pavement markings where speed is < 40 and an engineering study shows that other installed devices provide suitable warning and controlStandard3328B.288B.21, 10C.24Requires stop lines at all active grade crossings on paved roadsStandard3338C.0310D.02Requires audible signal where flashing-light signals are used at LRT grade crossings where non-motorized users are presentStandard3348C.048D.04Requires gate arms have vertical alternating red and white stripesStandard334a8C.098D.09Train approach signal size changed from 8 to 12.Standard3358C.12New Section - Grade Crossings Within or In Close Proximity to Circular Intersections, requires an engineering study if intersection is within 200' of grade crossing to determine impacts of queued traffic on crossingStandard3368DNew Chapter Pathway Grade Crossings3379B.019B.01Required lateral offset for signs on shared-use paths revised from "min 3' to max 6' " to "min 2', no max"; vertical clearance = 8' min; mounting height >= 4' above path elevationStandard3389B.049B.04Bike Lane sign use is no longer a Standard or even guidance; text reads "if used" - BIKE LANE (R3-17), BEGIN (R3-17aP), END (R3-17bP)Standard, GuidanceSupplement will require use of Bike Lane signs. (same as previous State MUTCD)3399B.06New Section - new Bicycles May use Full Lane (R4-11) signOptionSupplement will prohibit the use of this sign, as it does not correctly reflect NYS law.3409B.099B.08New graphic signs - "no skaters" (R9-13), "no equestrians" (R9-14)Option3419B.119B.09Change in design of PUSH BUTTON FOR GREEN LIGHT signs (R10-4, R10-24, R10-26)Option3429B.189B.17New Trail Crossing (W11-15) sign and plaque (W11-15P)OptionSupplement will not restrict choice, but NYSDOT may do so via its own specs.3439B.209B.19New bicycle guide signs (D1-1b, D1-1c, D1-2b, D1-2c, D1-3b, D1-3c, D11-1, D11-1c)OptionSupplement will prohibit use of signs for bikes on facilities including vehicles.3449B.24New Section - Reference Location Signs and Intermediate Reference Location Signs - Allowed on Shared-Use pathsOption3459B.25New Section - Mode-Specific Guide Signs for Shared-Use Paths (D11-1a, D11-2, D11-3, D11-4)Option3469C.049C.04Requires longitudinal pavement markings to define bicycle lanes (was Guidance, now Standard)Standard3479C.079C.07New Section - Shared Lane Markings ("sharrows")Option, Guidance
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t
0 ; 4 4
l B a4p< ytu bT fT lT rT T T T $If gdlHO $If gdv $$If a$gdP%l T T kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu T T T T 6U ?U AU $If gdlHO $If gdv $$If a$gdP%l AU BU kdQ $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu BU FU LU RU U U U $If gdlHO $If gdv $$If a$gdP%l U U kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu U U U U V &V (V $If gdlHO $If gdv $$If a$gdP%l (V )V kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu )V -V 3V 9V V V V $If gdlHO $If gdv $$If a$gdP%l V V kd; $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu V V V V W W 0W $If gdlHO $If gdv $$If a$gdP%l 0W 1W kd $$If l ֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu 1W 5W ;W AW W X X $If gdlHO $If gdv $$If a$gdP%l 1W 5W X X
X X X X Y Y Y bZ cZ gZ Z Z Z 5[ 6[ :[ [ [ [ \ \ \ ^\ _\ c\ \ \ \ k] l] p] ^ ^ ^ r^ s^ w^ ^ ^ ^ _ _ _ _ _ _ O` P` T` ` ` ` a a
a a a a :b ;b ?b b b b !c "c &c c c c d d d d d d e e e f f f f f hu hE hu hE CJ aJ hu hE 5B*CJ aJ ph WX X kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu X
X X X lX sX X $If gdlHO $If gdv $$If a$gdP%l X X kd% $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu X X X X zY Y Y $If gdlHO $If gd ; $$If a$gdP%l Y Y kds $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Y Y Y Y Z Z bZ $If gdlHO $If gdv $$If a$gdP%l bZ cZ kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu cZ gZ mZ sZ Z Z Z $If gdlHO $If gdv $$If a$gdP%l Z Z kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Z Z Z Z ,[ 3[ 5[ $If gdlHO $If gdv $$If a$gdP%l 5[ 6[ kd] $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu 6[ :[ @[ F[ [ [ [ $If gdlHO $If gdv $$If a$gdP%l [ [ kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu [ [ [ [ \ \ \ $If gdlHO $If gdv $$If a$gdP%l \ \ kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu \ \ &\ '\ U\ \\ ^\ $If gdlHO $If gdv $$If a$gdP%l ^\ _\ kdG $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu _\ c\ i\ o\ \ \ \ $If gdlHO $If gdv $$If a$gdP%l \ \ kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu \ \ \ \
] ] k] $If gdlHO $If gdv $$If a$gdP%l k] l] kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu l] p] v] |] ^ ^ ^ $If gdlHO $If gdv $$If a$gdP%l ^ ^ kd1 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ^ ^ "^ (^ i^ p^ r^ $If gdlHO $If gdv $$If a$gdP%l r^ s^ kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu s^ w^ }^ ^ ^ ^ ^ $If gdlHO $If gdv $$If a$gdP%l ^ ^ kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ^ ^ ^ ^ _ _ _ $If gdlHO $If gdv $$If a$gdP%l _ _ kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu _ _ _ _ _ _ _ $If gdlHO $If gdv $$If a$gdP%l _ _ kdi $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu _ _ _ _ F` M` O` $If gdlHO $If gdv $$If a$gdP%l O` P` kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu P` T` Z` [` ` ` ` $If gdlHO $If gdv $$If a$gdP%l ` ` kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ` ` ` ` ` a a $If gdlHO $If gdv $$If a$gdP%l a a kdS $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu a
a a a Ua fa a $If gdM% $If gdv $$If a$gdP%l a a kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu a a a a /b 8b :b $If gdlHO $If gdv $$If a$gdP%l :b ;b kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ;b ?b Eb Kb b b b $If gdlHO $If gdv $$If a$gdP%l b b kd= $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu b b b b c c !c $If gdlHO $If gdv $$If a$gdP%l !c "c kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu "c &c ,c 2c yc c c $If gdlHO $If gdv $$If a$gdP%l c c kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu c c c c c c d $If gd} $If gdv $$If a$gdP%l d d kd' $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu d d d d d d d $If gdlHO $If gdv $$If a$gdP%l d d kdu $$If l ֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu d d d d e e e $If gdlHO $If gdv $$If a$gdP%l e e kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu e e e e f f f $If gdlHO $If gdv $$If a$gdP%l f f kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu f f f f f f f $If gdlHO $If gdv $$If a$gdP%l f f kd_ $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu f f f f f g g $If gdlHO $If gdv $$If a$gdP%l f f f g g g g g g g hh ih mh h h h i i i i i ~j j j bk ck gk k k k l l l Qm Rm Vm n n n zn {n n
o o o p p p p p p }q ~q q q q q Hr Ir Mr r r r Fs Gs Ks s s s s s s It Jt Nt t t t u u u u u u u hu hE hTh1 CJ aJ hu hE CJ aJ hu hE 5B*CJ aJ ph Tg g kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu g g #g $g g g g $If gdlHO $If gdv $$If a$gdP%l g g kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu g g g g ]h fh hh $If gdlHO $If gdv $$If a$gdP%l hh ih kdI $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ih mh sh yh h h h $If gdlHO $If gdv $$If a$gdP%l h h kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu h h h h i i i $If gdlHO $If gdv $$If a$gdP%l i i kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu i i i i
j j ~j $If gdlHO $If gdv $$If a$gdP%l ~j j kd3 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu j j j j
k k bk $If gdlHO $If gdv $$If a$gdP%l bk ck kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ck gk mk sk k k k $If gdlHO $If gdv $$If a$gdP%l k k kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu k k k l l l l $If gdlHO $If gdv $$If a$gdP%l l l kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu l l l l Fm Om Qm $If gdlHO $If gdv $$If a$gdP%l Qm Rm kdk $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Rm Vm \m bm n n n $If gdlHO $If gdv $$If a$gdP%l n n kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu n n n n wn xn zn $If gdlHO $If gdv $$If a$gdP%l zn {n kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu {n n n n n o
o $If gdlHO $If gdv $$If a$gdP%l
o o kdU $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu o o o o p p p $If gdlHO $If gdv $$If a$gdP%l p p kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu p p p p p p p $If gdlHO $If gdv $$If a$gdP%l p p kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu p p p p .q /q }q $If gdtE $If gdv $$If a$gdP%l }q ~q kd? $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ~q q q q q q q $If gdlHO $If gdv $$If a$gdP%l q q kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu q q q q r r Hr $If gdlHO $If gdv $$If a$gdP%l Hr Ir kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Ir Mr Sr Tr r r r $If gdlHO $If gdv $$If a$gdP%l r r kd) $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu r r r r ;s Ds Fs $If gdlHO $If gdv $$If a$gdP%l Fs Gs kdw $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Gs Ks Qs Ws s s s $If gdlHO $If gdv $$If a$gdP%l s s kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu s s s s s s s $If gdlHO $If gdv $$If a$gdP%l s s kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu s s s t @t Gt It $If gdlHO $If gdv $$If a$gd#QQ $$If a$gdP%l It Jt kda $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Jt Nt Tt Ut |t }t t $If gdlHO $If gdv $$If a$gdP%l t t kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu t t t t t u u $If gdlHO $If gdv $$If a$gdP%l u u kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu u u
u u wu u u $If gdlHO $If gdv $$If a$gdP%l u u kdK $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu u u u u u u u $If gdlHO $If gdv $$If a$gdP%l u u kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu u u u 9v :v >v v v v bw cw gw w w w gx hx lx x x x Zy [y _y y y y z z z 3{ 4{ 9{ { { { | | | | | | 8} 9} =} } } } %~ &~ *~ ~ ~ ~ ' ( , C D H U V Z Ń < = A hu hE CJ aJ hu hE 5B*CJ aJ ph hu hE Wu u u u u u 9v $If gdlHO $If gdv $$If a$gdP%l 9v :v kd
$$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu :v >v Dv Ev v v v $If gdlHO $If gdv $$If a$gdP%l v v kd5 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu v v v v Ww `w bw $If gdlHO $If gdv $$If a$gdP%l bw cw kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu cw gw mw nw w w w $If gdlHO $If gdv $$If a$gdP%l w w kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu w w w w 6x ?x gx $If gdlHO $If gdv $$If a$gdP%l gx hx kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu hx lx rx sx x x x $If gdlHO $If gdv $$If a$gdP%l x x kdm $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu x x x x Oy Xy Zy $If gdlHO $If gdv $$If a$gdP%l Zy [y kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu [y _y ey ky y y y $If gdlHO $If gdv $$If a$gdP%l y y kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu y y y y az jz z $If gdlHO $If gdv $$If a$gdP%l z z kdW $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu z z z z z z 3{ $If gdlHO $If gdv $$If a$gdP%l 3{ 4{ kd $$If l ֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu 4{ 9{ ?{ E{ { { { $If gdW $If gdv $$If a$gdP%l { { kd $$If l ֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu { { { | | | | $If gdlHO $If gdv $$If a$gdP%l | | kdA $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu | | | | | | | $If gdlHO $If gdv $$If a$gdP%l | | kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu | | | | /} 6} 8} $If gdlHO $If gdv $$If a$gdP%l 8} 9} kd $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu 9} =} C} I} } } } $If gdlHO $If gdv $$If a$gdP%l } } kd+ $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu } } } } ~ #~ %~ $If gdlHO $If gdv $$If a$gdP%l %~ &~ kdy! $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu &~ *~ 0~ 6~ ~ ~ ~ $If gdlHO $If gdv $$If a$gdP%l ~ ~ kd" $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ~ ~ ~ ~ ~ ~ ' $If gdlHO $If gdv $$If a$gdP%l ' ( kd$ $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ( , 2 8 $If gdlHO $If gdv $$If a$gdP%l kdc% $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu $If gdlHO $If gdv $$If a$gdP%l kd& $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu C $If gdlHO $If gdv $$If a$gdP%l C D kd' $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu D H N O $If gdlHO $If gdv $$If a$gdP%l kdM) $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu U $If gdlHO $If gdv $$If a$gdP%l U V kd* $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu V Z ` a 8 ? $If gdlHO $If gdv $$If a$gdP%l kd+ $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu $If gdlHO $If gdv $$If a$gdP%l kd7- $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Ń ȃ Ƀ $If gdlHO $If gdv $$If a$gdP%l kd. $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu 1 : < $If gdlHO $If gdv $$If a$gdP%l < = kd/ $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu = A G M $If gdlHO $If gdv $$If a$gdP%l kd!1 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu $If gdlHO $If gdv $$If a$gdP%l kdo2 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu H I M 8 9 = É ) * . n o s 8 9 = 1 2 6 ޑ ߑ d e i ! % q r v ~ hu hE CJ aJ hu hE 5B*CJ aJ ph hu hE W $If gdlHO $If gdv $$If a$gdP%l kd3 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ۅ H $If gdlHO $If gdv $$If a$gdP%l H I kd 5 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu I M S Y ن $If gdlHO $If gdv $$If a$gdP%l kdY6 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu - 6 8 $If gdlHO $If gdv $$If a$gdP%l 8 9 kd7 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu 9 = C I $If gdlHO $If gdv $$If a$gdP%l kd8 $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu $If gdlHO $If gdv $$If a$gdP%l kdC: $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ؈ $If gdlHO $If gdv $$If a$gdP%l kd; $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu $If gdlHO $If gdv $$If a$gdP%l kd< $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu É ɉ ω ' ) $If gdlHO $If gdv $$If a$gdP%l ) * kd-> $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu * . 4 A $If gdlHO $If gdv $$If a$gdP%l kd{? $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Ê $If gdlHO $If gdv $$If a$gdP%l kd@ $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu $If gdlHO $If gdv $$If a$gdP%l kdB $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu c l n $If gdlHO $If gdv $$If a$gdP%l n o kdeC $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu o s $If gdlHO $If gdv $$If a$gdP%l kdD $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu + 1 ލ $If gdlHO $If gdv $$If a$gdP%l kdF $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu $If gdlHO $If gdv $$If a$gdP%l kdOG $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu % 6 8 $If gdlHO $If gdv $$If a$gdP%l 8 9 kdH $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu 9 = N T $If gdlHO $If gdv $$If a$gdP%l kdI $$If l Vֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytTh1 $If gdlHO $If gdv $$If a$gdP%l kd9K $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu & / 1 $If gdlHO $If gdv $$If a$gdP%l 1 2 kdL $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu 2 6 < B ӑ ܑ ޑ $If gdlHO $If gdv $$If a$gdP%l ޑ ߑ kdM $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ߑ $If gdlHO $If gdv $$If a$gdP%l kd#O $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu Ò ɒ d $If gdlHO $If gdv $$If a$gdP%l d e kdqP $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu e i o | $If gdlHO $If gdv $$If a$gdP%l ! kdQ $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu ! % + 8 $If gdlHO $If gdv $$If a$gdP%l kd
S $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu f o q $If gdlHO $If gdv $$If a$gdP%l q r kd[T $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu r v | $If gdlHO $If gdv $$If a$gdP%l kdU $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
l B a4p< ytu u | ~ $If gdlHO $If gdv $$If a$gdP%l ~ kdV $$If l Xֈ b !&6F F F F F F,
t
0 ; 4 4
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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0 ;, 5 55555,B a4p< ytu L$$If 4!v h5 55555,#v #v#v#v#v#v,:V l X
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