reglab/statecodes huggingface dataset:
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2I - General Service Signs › Section 2I.08 - Tourist Information and Welcome Center Signs

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraph:
Guidance:
01A Only Tourist Information Centers meeting the signing
					 requirements and guidance in Section
					 2I.02 
					 should be signed.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2I - General Service Signs › Section 2I.09 - Radio Information Signing

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraphs 07 and 08.
INSERT the following paragraph:
Standard:
00A The D12-3 sign shall not be used in New
					 York.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2J - Specific Service Signs › Section 2J.01 - Eligibility

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraphs 02, 03, 04, 07, 08, 09, and 11.
INSERT the following paragraphs:
Standard:
01A Specific Service signs shall be used only on freeways
					 in New York.
01B Specific Service signs for 24-hour pharmacies shall not
					 be used in New York.
Guidance:
01C The use of Specific Service signs should be limited
					 primarily to areas which are rural in character. GAS, FOOD, LODGING, and
					 CAMPING signs should not be used in urbanized areas where the availability of
					 motorist services is evident or may be reasonably assumed.
Option:
01D ATTRACTION signs may be used in urbanized areas where
					 there is adequate space.
Guidance:
01E To qualify for Specific Service signing, a business or
					 facility:
A. Should not be located at
				  an interchange where the road user cannot conveniently reenter the freeway and
				  continue in the same direction of travel;
B. Should not involve travel over poor
				  connecting highways going to the facility or returning to the
				  freeway;
C. Should be adequately
				  signed to provide directional guidance to the facility and, if necessary, back
				  to the freeway;
D. Should not
				  involve signing on approaches to interchanges with other freeways, on
				  approaches involving lane drops, or on approaches where diagrammatic Advance
				  Guide signs (see Section 2E.33) are used;
E. Should be located within 3 road miles of
				  the exit gore for the GAS service;
F. Should be located within 6 road miles of
				  the exit gore for the FOOD service;
G. Should be located within 9 road miles of
				  the exit gore for the LODGING service;
H. Should be located within 12 road miles of
				  the exit gore for the CAMPING service; and
I. Should be located within 15 road miles of
				  the exit gore for the ATTRACTION service.
INSERT the following at the end of section "E" in Paragraph
					 10:
Guidance:
3.
				  Modern sanitary facilities and drinking water.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2J - Specific Service Signs › Section 2J.02 - Application

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE the first two sentences in Paragraph 03.
DELETE the first sentence in Paragraph 09.
INSERT the following paragraphs:
Standard:
01A Specific Service signs for 24-hour pharmacies shall not
					 be used in New York.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2J - Specific Service Signs › Section 2J.03 - Logos and Logo Sign Panels

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraph:
Standard:
01A Only trademarks which are registered with the Federal
					 Division of Patents and Trademarks shall appear on logo
					 panels.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2J - Specific Service Signs › Section 2J.04 - Number and Size of Signs and Logo Sign Panels

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraphs 01, 06, and 07.
INSERT the following paragraphs:
Standard:
02A There shall be no more than three logo sign panels for
					 one of the two service types on the same sign or sign assembly.
Standard:
05A The design of Specific Service signs and logo sign
					 panels in New York shall be as provided in Sign Drawing
					 SD-G10.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2J - Specific Service Signs › Section 2J.07 - Single-Exit Interchanges

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraphs 02 and 03.
INSERT the following paragraphs:
Standard:
01A The design and use of Specific Service ramp signs in
					 New York shall be as provided in Section
					 2J.101.
01B The following rules shall be used for assembling and
					 positioning combination Specific Service signs at single-exit
					 interchanges:
A. When a NYI9-1 GAS
				  sign is combined with a NYI9-2 FOOD, a NYI9-3 LODGING, a NYI9-4 CAMPING, or a
				  NYI9-5 ATTRACTION sign, the NYI9-1 sign shall be on top, and the combination
				  should be placed in the GAS sign position;
B. When a NYI9-2 FOOD sign is combined with a
				  NYI9-3 LODGING, a NYI9-4 CAMPING, or a NYI9-5 ATTRACTION sign, the NYI9-2 sign
				  shall be on top, and the combination should be placed in the FOOD sign
				  position;
C. When a NYI9-3 LODGING
				  sign is combined with a NYI9-4 CAMPING or a NYI9-5 ATTRACTION sign, the NYI9-3
				  sign shall be on top, and the combination should be placed in the LODGING sign
				  position; and
D. When NYI9-4
				  CAMPING and NYI9-5 ATTRACTION signs are combined, the NYI9-4 sign shall be on
				  top, and the combination should be placed in the CAMPING sign
				  position.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2J - Specific Service Signs › Section 2J.08 - Double-Exit Interchanges

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 04.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2J - Specific Service Signs › Section 2J.09 - Specific Service Trailblazer Signs

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE the entire section.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2K - Tourist-oriented Directional Signs › Section 2K.01 - Purpose and Application

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraphs 01, 05, and 06.
INSERT the following paragraphs:
Support:
00A Tourist-Oriented Directional signs are for use to guide
					 traffic from the numbered route system to tourist-oriented businesses not
					 located on the system. They are also used to provide guidance to service
					 facilities from freeways on which Specific Service signs (see Chapter 2J) are
					 used.
00B Gas stations, restaurants, hotels, motels, campgrounds,
					 trailer parks, resorts, antique shops, gift shops, art galleries, golf courses,
					 and marinas are examples of tourist-oriented businesses. Service facilities are
					 gas stations, restaurants, hotels and motels, campgrounds, and attractions
					 which appear on Specific Service signs on a freeway mainline roadway.
Option:
00C The NYI8-2 Tourist-Oriented Directional sign (see Sign
					 Drawing SD-G9) may be used at intersections on conventional highways and
					 expressways to guide traffic to tourist-oriented business and service
					 facilities on other highways.
00D The NYI8-3 Advance TOD sign (see Sign Drawing SD-G9)
					 may be used in advance of the Tourist-Oriented Directional sign to provide
					 information to allow motorists to prepare for turns. The Advance TOD sign may
					 also be used to provide information about businesses straight ahead.
Guidance:
00E The Advance TOD sign should normally be used to provide
					 information about businesses straight ahead only where Tourist-Oriented
					 Directional signs indicating businesses on the intersecting highway are
					 used.
00F The Tourist-Oriented Directional and Advance TOD signs
					 should only be used where directional guidance, using Tourist-Oriented
					 Directional signs or other forms of guidance, exists at all subsequent turns or
					 critical decision points.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2K - Tourist-oriented Directional Signs › Section 2K.02 - Design

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE the entire section.
INSERT the following paragraphs:
Standard:
00A The designs of Tourist-Oriented Directional signs,
					 Advance TOD signs and TOD business panels in New York shall be as provided in
					 Sign Drawing SD-G9.
00B Tourist-Oriented Directional and Advance TOD signs
					 shall not contain more than four NYI8-4 TOD business panels. Each panel shall
					 be rectangular in shape and shall have a white legend and border on a blue
					 background. The content of the legend on each TOD business panel shall be
					 limited to the business identification for not more than one eligible
					 tourist-oriented business. The legends shall not include promotional
					 advertising.
00C Arrows and distances shall be displayed on
					 Tourist-Oriented Directional signs, but shall not be displayed on Advance TOD
					 signs.
Option:
00D TOD business panels may display business names in white
					 series B, C, or D lettering, or may display trademarks in their customary
					 colors. When a trademark is used, the border may be omitted.
Standard:
00E Only trademarks which are registered with the Federal
					 Division of Patents and Trademarks shall appear on TOD business panels.
Guidance:
00F The arrows on Tourist-Oriented Directional signs should
					 point in the general direction to be followed in turning onto the intersecting
					 highway. Vertical and diagonal arrows, where used, should be similar to those
					 used on Destination signs (see Section
					 2D.37), except that they should have wider shafts. Arrows pointing to the right of
					 vertical should be on the right side of the sign. Arrows pointing to the left
					 of vertical should be on the left side of the sign. Businesses to the left
					 should appear above businesses to the right. Where more than one business lies
					 in the same direction, those closer should appear above those more distant.
					 Distances to businesses should be displayed within the arrows, and should be
					 stated to the nearest mile. Where the stated distance would be less than one
					 mile, it should be omitted.
00G On Tourist-Oriented Directional signs, closer
					 businesses should appear above those more distant.
Option:
00H Vertical arrows may be on either side of the
					 Tourist-Oriented Directional sign, as appropriate.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2K - Tourist-oriented Directional Signs › Section 2K.03 - Style and Size of Lettering

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 01.
INSERT the following paragraph:
Guidance:
00A All letters and numbers on Tourist-Oriented Directional
					 signs, Advance TOD signs, and TOD Business panels should be upper-case. Any
					 legend on a logo should be proportional to the size of the
					 logo.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2K - Tourist-oriented Directional Signs › Section 2K.04 - Arrangement and Size of Signs

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraphs 01, 04, and 05.
INSERT the following paragraphs:
Standard:
00A Where five or more businesses are signed, two
					 Tourist-Oriented Directional signs shall be used, one for businesses to the
					 left, and one for businesses to the right.
Option:
03A At intersection approaches where four or fewer
					 facilities are shown, the left-turn, right-turn, and straight ahead destination
					 panels may be combined on the same sign.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2K - Tourist-oriented Directional Signs › Section 2K.05 - Advance Signs

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE the entire section.
INSERT the following paragraphs:
Guidance:
00A Advance TOD signs should be limited to those situations
					 where sight distance, intersection vehicle maneuvers, or other vehicle
					 operating characteristics require advance notification of the services.
00B The top line on an Advance TOD sign used to provide
					 advance notice of a turn should read "NEXT LEFT" or "NEXT RIGHT" where there
					 are no intervening intersections between the sign and the intersection to which
					 it pertains. Where there is an intervening intersection, the top line should
					 read "LEFT 1/2 MILE," or "RIGHT 1/2 MILE," as appropriate. The top line on an
					 Advance TOD sign used to provide information about businesses straight ahead
					 should read "AHEAD."
Standard:
00C Where five or more businesses are signed, two Advance
					 TOD signs shall be used, one for businesses to the left, and one for businesses
					 to the right.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2K - Tourist-oriented Directional Signs › Section 2K.06 - Sign Locations

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraphs 01 and 02.
INSERT the following paragraphs:
Guidance:
00A Tourist-Oriented Directional signs should be placed in
					 the near right corner of the intersection with the highway leading to the
					 tourist-oriented business of service facility. Where four or less businesses
					 are signed, a single sign should be used. It should be placed at least 200 feet
					 in advance of the intersection.
00B A Tourist-Oriented Directional sign for businesses to
					 the left should precede a Tourist-Oriented Directional sign for businesses to
					 the right. The signs should be placed at least 200 feet apart.
00C Advance TOD signs used to provide advance notice of
					 turns should be placed at the right roadside approximately one-half mile in
					 advance of the intersection. A sign for businesses to the left should precede a
					 sign for businesses to the right. Advance TOD signs used to provide information
					 about businesses straight ahead should be placed in the far right corner of the
					 intersection, unless Advance TOD signs for advance notice of turns are used.
					 Where such signs are used, the Advance TOD sign for businesses straight ahead
					 should be placed immediately after them.
00D Advance TOD signs should be placed approximately 500
					 feet apart from each other.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2L - Changeable Message Signs › Section 2L.02 - Application of Changeable Message Signs

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraphs:
Guidance:
02A Messages displayed on changeable message signs for
					 highway safety campaigns, emergency homeland security, and AMBER alerts should
					 meet the following:
A. Display of the
				  message will have a positive effect on highway safety, and
B. The message is a supplement to a specific
				  national or statewide highway safety enforcement campaign which includes a
				  coordinated media campaign, and
C.
				  The message meets general message content and display guidelines and provides a
				  high level of motorist understanding and value, and
D. The message should not be displayed for
				  longer than 14 days per campaign, and
E. The message should not be displayed during
				  peak hour travel on high volume roadways where the message itself may cause
				  congestion.
Guidance:
05A A changeable message sign should only display
					 information that is associated with unexpected conditions, nonrecurring
					 congestion, or unusual travel conditions. The content of the message on a
					 changeable message sign should be based on the need for a motorist to take an
					 action.
05B In the absence of accurate travel time or travel
					 condition information, at locations where travel time information would not be
					 useful, or when not being preempted with other, more important messages, the
					 default display of a changeable message sign should be a blank
					 sign.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2M - Recreational And Cultural Interest Area Signs › Section 2M.01 - Scope

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 03.
INSERT the following paragraph:
Standard:
01A Unless otherwise noted, symbol signs shall not be used
					 along the main roadways of freeways in New York.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2M - Recreational And Cultural Interest Area Signs › Section 2M.02 - Application of Recreational and Cultural Interest Area Signs

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraph:
Standard:
03A Unless otherwise noted, symbol signs shall not be used
					 along the main roadways of freeways in New York.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 2 - Signs › Chapter 2M - Recreational And Cultural Interest Area Signs › Section 2M.04 - General Design Requirements for Recreational and Cultural Interest Area Symbol Guide Signs

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraphs:
Standard:
01A Recreational and cultural interest area symbol signs
					 listed in Table 2M-1 that are used on highways outside of recreational and
					 cultural interest areas shall have white symbols and borders and brown
					 backgrounds, except the Post Office (RS-026) symbol sign shall have a white
					 symbol and border on a green background, and the Restrooms (RS-022) symbol sign
					 shall have a white symbol and border on a blue background.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3A - General › Section 3A.06 - Functions, Widths and Patterns of Longitudinal Pavement Markings

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraph:
Support:
03A See Figure 3B-101 for examples of widths and patterns
					 for white and yellow longitudinal pavement markings.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.01 - Yellow Center Line Pavement Markings and Warrants

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 03.
INSERT the following paragraph:
Option:
02A On roadways without continuous center line pavement
					 markings, short sections may be marked with center line pavement markings to
					 control the position of traffic at specific locations, such as around curves,
					 over hills, on approaches to grade crossings, at grade crossings, at bridges,
					 and on approaches to intersections.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.02 - No-Passing Zone Pavement Markings and Warrants

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 07.
INSERT the following paragraphs:
Support:
00A An order, ordinance, rule, or regulation pertaining to
					 the application of pavement markings in accordance with this manual is
					 necessary for no-passing zones to be "official markings," as referred to in
					 Section 1126(a) of the New York State Vehicle and Traffic Law.
Standard:
06A Yellow one-way or two way no-passing zone markings, as
					 appropriate, shall connect no-passing zones when there is insufficient length
					 for unrestricted passing, (i.e. less than 400 feet between successive
					 no-passing zones).
Standard:
06B A no-passing zone for traffic in a particular direction
					 shall be at least 400 feet in length. Where the actual no-passing distance is
					 less than 400 feet, the additional length of yellow no-passing zone markings
					 shall be added at the beginning of the zone.
Support:
06C It is generally unnecessary to mark no-passing zones on
					 two-lane, two-way urban highways. Speeds are generally low and, where markings
					 are provided, the yellow broken centerline marking is usually
					 sufficient.
Standard:
06D Where used, the minimum length of a no-passing zone on
					 two-lane, two-way urban highways shall be 200 feet.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.04 - White Lane Line Pavement Markings and Warrants

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraph:
Support:
30A A solid double white line is used where lane changing
					 is legally prohibited by official regulation. An order, ordinance, rule, or
					 regulation establishing specific lane changing prohibitions for a particular
					 section of roadway is necessary for no-lane-changing markings to be "official
					 markings," as referred to in Section 1128(d) of the New York State Vehicle and
					 Traffic Law.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.07 - Warrants for Use of Edge Lines

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 04.
INSERT the following paragraph:
Option:
03A Edge line markings may be placed on other paved streets
					 or highways, with or without center line markings.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.09 - Lane-Reduction Transition Markings

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Figure 3B-14.
INSERT Figure NY3B-14.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.13 - Raised Pavement Markers Supplementing other Markings

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 01.
INSERT the following paragraphs:
Support:
02A Raised pavement markers are often used to supplement
					 longitudinal markings to improve visibility at night and in inclement weather
					 and to supplement other markings for channelizing islands or approaches to
					 obstructions.
Option:
03A Raised pavement markers used to supplement solid lines,
					 broken lines, and dotted lines may be placed either directly in line with, or
					 slightly offset from, the supplemented line. When placed in line with broken or
					 dotted lines, they may be positioned in the gaps between the line segments.
					 When offset from double lines, the markers should be placed outside of each
					 line element.
Guidance:
04A Red raised pavement markers used to supplement symbols
					 or transverse lines such as crosswalk lines, stop lines, clearance lines, and
					 crossbars should be placed at intervals of 15 inches or less.
04B Markers representing longitudinal elements in symbols
					 should be spaced a maximum of 60 inches apart. A maximum spacing of 30 inches
					 should be used for diagonal elements and a maximum spacing of 15 inches should
					 be used for transverse elements.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.14 - Raised Pavement Markers Substituting for Pavement Markings

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraphs:
Guidance:
03A Where used to substitute for broken line markings,
					 raised pavement markers should be placed at the beginning and end of each line
					 segment and at intervals in between. The spaces between markers should not
					 exceed 40 inches.
Support:
03B This positioning criteria applies to markers used to
					 substitute for broken line elements in lane markings, centerline markings,
					 reversible lane markings, and two-way left turn markings.
Guidance:
04A Raised pavement markers used to simulate solid lines,
					 roadway edge lines, and channelizing lines should be placed at intervals of 60
					 inches or less.
Support:
04B This spacing applies to markers used to substitute for
					 the solid line elements in lane markings, centerline markings, two-way left
					 turn markings, and offset centerline markings.
Guidance:
06A Red raised pavement markers used to substitute for
					 symbols or transverse lines such as crosswalk lines, stop lines, clearance
					 lines, and crossbars should be placed at intervals of 15 inches or less.
06B Markers representing longitudinal elements in symbols
					 should be spaced a maximum of 60 inches apart. A maximum spacing of 30 inches
					 should be used for diagonal elements; a maximum spacing of 15 inches should be
					 used for transverse elements.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.19 - Parking Space Markings

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraphs:
Standard:
03A Transverse lines shall be used where parking spaces are
					 marked on a roadway which does not have standard centerline or lane
					 markings.
Option:
03B On roadways which have standard centerline or lane
					 markings, the parking lane may be indicated by a dotted line consisting of
					 uniform line segments 4 feet in length separated by uniform gaps approximately
					 20 feet long.
Guidance:
03C Where peak-hour parking prohibitions permit the use of
					 the parking lane as a travel lane, the parking lane should be at least 10 feet
					 wide.
Option:
03D An edge line may be used to separate the travel lanes
					 from the parking lanes.
Standard:
03E Angle parking sections, where marked, shall be
					 indicated by parallel lines defining the individual parking stalls. Such lines
					 shall extend into the roadway for a distance of between 17 to 21 feet.
Option:
03F The ends may be connected by a continuous longitudinal
					 line.
Standard:
03G Stall width in angled parking sections shall allow
					 sufficient space between parked vehicles to permit opening of vehicle
					 doors.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.20 - Pavement Word, Symbol, and Arrow Markings

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 25.
DELETE Figure 3B-14.
INSERT Figure NY3B-14 and the following paragraphs:
Guidance:
15A When used, the top of the STOP or YIELD word marking
					 should be approximately 10 feet in advance of the stop or yield line.
Standard:
24A Word and symbol pavement markings shall not be used to
					 inform motorists of mandatory messages, except as a supplement to standard
					 signs. Where a movement that would otherwise be legal is to be prohibited, such
					 as when through traffic lanes approaching an intersection become mandatory turn
					 lanes, lane-use arrow markings (see Figure 3B-21) shall be used and accompanied
					 by standard signs.
24B All references to "Figure 3B-14" in the MUTCD shall be
					 understood to actually refer to Figure NY3B-14.
Support:
24C A mandatory movement is one which is required by order,
					 ordinance, rule or regulation, or which results from the prohibition of other
					 movements by order, ordinance, rule or regulation.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3B - Pavement And Curb Markings › Section 3B.23 - Curb Markings

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraphs 02 through 05.
INSERT the following paragraphs:
Support:
01A Where used to delineate the curb, visibility is
					 generally improved, especially during night hours. They become, in effect, edge
					 markings delineating the edge of the roadway.
Support:
06A This is considered good practice for the following
					 reasons:
In the winter, curb markings are frequently obliterated by
					 snow and ice; and
Road users with visual deficiencies can find it difficult
					 to distinguish colors and/or read word markings on curbs, especially at
					 night.
Standard:
07A A colored curb shall not be used to convey parking
					 regulations. Signs shall be the primary method to indicate non-statutory
					 parking regulations. Where curbs are marked, the colors shall conform to the
					 general principles of markings (see Section 3A.05).
Option:
07B Legible word markings may be used to convey a general
					 statutory prohibition of parking within a specific distance of a STOP sign,
					 driveway, fire hydrant, or crosswalk.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3C - Roundabout Markings › Section 3C.06 - Pavement Word and Symbol Markings for Roundabouts

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 06.
INSERT the following paragraph:
Standard:
05A If used on approaches to a roundabout, lane-use arrows
					 shall be fish-hook arrows, and the arrow in the left-most lane shall include an
					 oval symbolizing the central island as shown in Figure 3C-2.
05B If lane use arrows are used on approaches to
					 roundabouts, the arrows used on intersection lane control (R3-5, R3-6, and R3-8
					 series) signs (see Section
					 2B.19) shall also be fish-hook.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3F - Delineators › Section 3F.04 - Delineator Placement and Spacing

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 05.
INSERT the following paragraphs:
Guidance:
04A Delineators should be spaced 200 feet apart on mainline
					 tangent sections. Delineators should be spaced 100 feet apart on ramp tangent
					 sections.
Option:
04B Other, closer regular spacing may be
					 used.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 3 - Markings › Chapter 3I - Islands › Section 3I.01 - General

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraphs:
Support:
01A While islands frequently serve more than one purpose,
					 they are generally classified according to their main function as pedestrian
					 refuge islands, traffic divisional islands, or traffic channelizing
					 islands.
01B Pedestrian refuge islands:
Refuge islands provide areas for pedestrians where it is
					 difficult to cross the entire roadway at one time.
Refuge islands are particularly useful in urban areas where
					 there is a significant volume of pedestrian traffic and heavy vehicular traffic
					 volumes make it difficult for pedestrians to cross, such as on multi-lane
					 roadways, in large or irregularly shaped intersections, and at signalized
					 intersections.
A continuous median between intersections is appropriate
					 when refuge islands are required at each intersection along a highway.
Passenger loading islands are a special class of refuge
					 islands that provide pedestrian refuge while loading and unloading passengers
					 from transit vehicles.
01C Divisional islands:
Divisional islands are used to separate traffic. They are
					 used between opposing traffic streams (for example, the median of a divided
					 highway) or between traffic lanes in the same direction (for example, to
					 separate a left-turn lane from the adjacent through traffic lane). Divisional
					 islands are also used to guide traffic past an obstruction in the roadway, to
					 separate opposing traffic in advance of an intersection, or to prevent passing
					 and/or lane encroachment at certain locations such as sharp curves or narrow
					 underpasses.
Medians are continuous divisional islands. They provide a
					 buffer area between opposing streams of traffic, protection and control of
					 crossing and turning traffic, and refuge for pedestrians.
01D Channelizing islands:
The primary function of a channelizing island is to control
					 and guide a motorist into the proper lane for the intended movement.
					 Channelizing islands are also used in broad expanses of pavement to promote an
					 orderly flow of traffic.
Channelization is particularly helpful at highways
					 intersecting at oblique angles, at three-leg junctions, and at multi-leg
					 intersections.
Channelizing islands are used for separation and special
					 control of turning movements.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 4 - Highway Traffic Signals › Chapter 4A - General › Section 4A.01 - Types

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraphs:
Support:
01A Motorists approaching a traffic signal must presume
					 that the signal is intended to function. Except in the case of ramp metering,
					 pedestrian hybrid beacons, emergency-vehicle hybrid beacons, or automatic toll
					 collection signals, motorists must presume that equipment failure is the reason
					 for signal controlling indications to not be illuminated.
01B Section 1117 of the New York State Vehicle and Traffic
					 Law states that if an intersection governed by a traffic-control signal is out
					 of service or otherwise malfunctioning, motorists must stop in the manner
					 required for stop signs set forth in Section 1172 of the New York State Vehicle
					 and Traffic Law and proceed according to the rules of right of way for
					 vehicles.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 4 - Highway Traffic Signals › Chapter 4C - Traffic Control Signal Needs Studies › Section 4C.08 - Warrant 7. Crash Experience

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraph:
Support:
03A Types of accidents have an important bearing on the
					 need for signalization. However, installation of a signal because of one
					 spectacular or highly publicized accident is not justified.
Traffic control signals cannot be expected to reduce the
					 following types of accidents:
Rear-end collisions (which usually increase after
					 signalization);
Collisions between vehicles proceeding in the same or
					 opposite directions where one turns across the path of the other, if no
					 independent signal interval will be provided for these turn movements;
					 and
Accidents involving pedestrians and turning vehicles when
					 both move during the same "go" interval.
Traffic control signals when obeyed by drivers and
					 pedestrians can be expected to reduce the number and severity of the following
					 types of accidents:
Substantially right-angle collisions or those involving
					 conflicts between vehicles which approach on intersecting highways:
Those involving conflicts between straight-moving vehicles
					 and crossing pedestrians; and
Those involving straight-moving vehicles and left-turning
					 vehicles approaching from opposite directions, if a protected left turn
					 interval will be provided during the signal cycle for the left turn
					 movement.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 4 - Highway Traffic Signals › Chapter 4D - Traffic Control Signal Features › Section 4D.05 - Application of Steady Signal Indications

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraph:
Option:
04A If a protected U-turn movement is provided, and right
					 turns on red are allowed from the conflicting approach from the left, a RIGHT
					 TURN ON RED MUST YIELD TO U-TURN (R10-30) sign (see Section
					 2B.54) may be used to advise road users making the right turn on red of the
					 operation.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 4 - Highway Traffic Signals › Chapter 4D - Traffic Control Signal Features › Section 4D.12 - Visibility, Aiming, and Shielding of Signal Faces

Current through Register Vol. 46, No. 28, July 10, 2024
Standard:
19A Signal heads shall be dark green or yellow.
Support:
19B Visibility of signal indications, particularly red
					 indications, is usually more important than visibility of the signal heads
					 themselves. Green signal heads offer greater contrast to the signal
					 indications. Yellow signal heads have application where contrast with the
					 background is considered more important than contrast with the signal
					 indications.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 4 - Highway Traffic Signals › Chapter 4D - Traffic Control Signal Features › Section 4D.13 - Lateral Positioning of Signal Faces

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 03.
INSERT the following paragraphs:
Standard:
02A The required signal faces for through traffic on an
					 approach shall be located not less than 8 feet apart measured horizontally
					 perpendicular to the approach between the centers of the signal faces, nor more
					 than 27 feet apart.
02B Primary signal faces shall be located laterally, with
					 respect to the intersection approach which they are intended to control, within
					 the following limitations:
1. No face
				  shall be located more than 10 feet to the right of the right edge of the
				  roadway;
2. No face shall be
				  located more than 10 feet to the left of the left edge of the
				  intersection;
3. At least one face
				  shall be located at, or to the right of, the left edge of the approach.
Standard:
09A When a primary signal face controls left turn
					 movements, no other vehicular signal face associated with that intersection
					 approach shall be to the left of that face, other than a supplemental face
					 which displays the same indications.
09B When a primary signal face controls right turn
					 movements, no other vehicular signal face associated with that intersection
					 approach shall be to the right of that face, other than a supplemental face
					 which displays the same indications.
Standard:
10A If supplemental signal faces are used, they shall be
					 located laterally:
A. Not more than 10
				  feet to the right of the right edge of the roadway, or right curb line
				  extended, whichever is further to the right; and
B. Not more than 10 feet to the left of the
				  left edge of the intersection.
C.
				  So that each face, with indications visible from any location, shall be spaced
				  laterally at least 8 feet from the next adjacent face with indications visible
				  from the same location;
D. So that
				  when a primary signal face controls left turn movements associated with the
				  same intersection approach, they shall not be to the left of that primary face
				  unless they display the same indications; and
E. So that when a primary signal face
				  controls right turn movements associated with the same intersection approach,
				  they shall not be to the right of that primary face unless they display the
				  same indications.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 4 - Highway Traffic Signals › Chapter 4D - Traffic Control Signal Features › Section 4D.14 - Longitudinal Positioning of Signal Faces

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 03.
INSERT the following after A.3. in Paragraph 01:
Standard:
4. No
				  face shall be more than 30 feet beyond the intersecting roadway.
INSERT the following paragraphs:
Standard:
01A A primary separate left-turn or separate right-turn
					 signal face that does not meet the location requirements of Paragraph 01 shall
					 be located longitudinally not less than 15 nor more than 120 feet beyond the
					 stop line on the lanes controlled.
Guidance:
02A When used, supplemental signal faces should be located
					 longitudinally at, or not more than 120 feet beyond, the stop line in the lane
					 or lanes each controls.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 4 - Highway Traffic Signals › Chapter 4D - Traffic Control Signal Features › Section 4D.15 - Mounting Height of Signal Faces

Current through Register Vol. 46, No. 28, July 10, 2024
DELETE Paragraph 03.
INSERT the following paragraphs:
Standard:
02A The bottom of the signal housing and any related
					 attachments to a vehicular signal face located over any portion of a highway
					 that can be used by motor vehicles shall be at least 15 feet above the pavement
					 and not more than 19 feet above the pavement.
Guidance:
02B The bottom of a signal housing and any related
					 attachments to a vehicular signal face located over any portion of a highway
					 that can be used by motor vehicles should be located approximately 17 feet
					 above the pavement.
Guidance:
04A The bottom of a signal housing (including brackets) of
					 a vehicular signal face that is vertically arranged and not located over a
					 roadway:
A. Should be approximately 12
				  feet above the sidewalk or, if there is no sidewalk, above the pavement grade
				  at the center of the roadway.
B.
				  Should be approximately 12 feet above the median island grade of the center
				  median if located on the near side of the intersection.
New York Codes, Rules and Regulations › Title 17 - DEPARTMENT OF TRANSPORTATION › Chapter V - New York State Supplement To The National Manual On Uniform Traffic Control Devices For Streets And Highways-2009 Edition › Part 4 - Highway Traffic Signals › Chapter 4D - Traffic Control Signal Features › Section 4D.29 - Flashing Operation - Transition Into Flashing Mode

Current through Register Vol. 46, No. 28, July 10, 2024
INSERT the following paragraph:
Option:
03A Emergency changes from stop-and-go operation to
					 flashing operation (for example, when a display of conflicting green
					 indications is sensed by the control equipment) may occur at any
					 time.