Difference between revisions of "Rail: Rail Station Design"

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=Primary Guidance=
+
{| class="wikitable"
*Rail stations typically include a station platform and passenger circulation elements.  
+
|-
*Station platforms should meet specific minimum/maximum criteria for size and slope.  
+
| colspan="3" |
*Passenger circulation should be designed to support normal operations as well as emergency evacuation. Circulation Discussion.
+
'''Rail Station Planning'''
*Rail stations should be designed to meet applicable codes, including [http://www.nfpa.org/codes-and-standards/all-codes-and-standards/list-of-codes-and-standards?mode=code&code=130 NFPA 130] and the [http://tinyurl.com/zupmy25 Americans with Disabilities Act Accessibility Guidelines].
+
 
 +
|-
 +
| colspan="3" |
 +
= Primary Guidance =
 +
:* Locations should be evaluated based on meeting specific criteria
 +
:* Are usually placed at major passenger generators and major transfer points .
 +
:* The minimum distance between existing and new systems will vary according to land use,population/employment generators, and the nature of the service.
 +
:* Underground stations are very expensive and should be reserved for high-density urban areas.
 +
:* Platform configuration should achieve a balance between passenger flow and system infrastructure and operations costs.
 +
:* Capacity should consider passenger LOS and passenger demand projected through a 20-year horizon.
  
 +
|-
 +
| colspan="3" |
 
=Discussion=
 
=Discussion=
Rail stations are an integral component of an overall transit system and may be at-grade, aerial, or underground.  Rail stations should be designed to meet [http://www.nfpa.org/codes-and-standards/all-codes-and-standards/list-of-codes-and-standards?mode=code&code=130 NFPA 130] and [http://tinyurl.com/zupmy25 Americans with Disabilities Act Accessibility Guidelines].
+
:* Each Rail Station requires additional capital and operating costs and increased travel time for patronsPlanning should consider the factors below to determine if a station is warranted.  
 
 
Rail station elements may include any or all of the following: station platform(s); passenger circulation elements such as stairs, ramps,  elevators, escalators; and platform elements such as canopies and shelters that provide weather protection.  Stations should always provide adequate and intuitive means for emergency evacuation. 
 
 
 
==Station Platforms==
 
Station platforms should provide level convenient and accessible boarding.   
 
*Maximum slope for at grade platforms should be 1.75%; for underground and aerial station, 0.5%; and for all stations, platform cross slope should be flat. 
 
*Station platform size (length and width) will be determined by the design vehicle length, level of service (LOS), ridership projections and other design criteria. 
 
*Platform length should be scalable to facilitate expansion between day of opening and horizon year projections. 
 
*Minimum platform width for side a platform is 10 feet and 15 feet for a center/island platform.
 
*Canopies, shelters, and screens should provide protection from wind, rain, snow and sun and be sized for the convenience and comfort of patrons.  They should be modular and discretely sized to meet the basic needs of the project yet facilitate platform expansion. 
 
*Design considerations for modularity and scalability provide the best value at day of opening without precluding future expansion. 
 
*Future maintenance will also be a key design consideration.  Platforms should meet 20 year horizon LOS C criteria for queuing. Platform slopes should be designed as follows:
 
  
 +
:* Rail Station Locations
 +
Location should be evaluated for the following criteria:
 +
::* Improves service quality and reliability;
 +
::* Strengthens intermodal connections;
 +
::* Aligns with existing or emerging employment, education and other community related services;
 +
::* Aligns with existing or emerging residential density; and
 +
::* Achieves ADA accessibility between the services point and the passenger destinations/generators.
  
 +
Rail Station Spacing and Positioning
 +
Close spacing hortens walk distance for passengers, but increases transit trip time due to more stops and starts by the trains.  Stations are usually placed at major passenger generators and major transfer points.  Closer spacing (1/2 mile or less) is appropriate where adjacent land uses and population/employment densities warrant.
  
{| class="wikitable"
+
Spacing also depends on the nature of the service.  Long distance commuter service generally has stations that are further apart, while short-hop local service has stations that are closer together.
! rowspan="3" | Platform Slope
 
  
| Maximum longitudinal slope for at-grade stations
+
:* Rail Station Type and Configuration
|1.75%
+
::* A transit system’s alignment, in part, determines whether the stations are at-grade, aerial or underground. 
 +
:::* At-grade stations are cost effective and provide more flexibility for access than aerial stations. 
 +
:::* Underground stations are very expensive with limited opportunities for access.  They are usually reserved for dense urban settings with a higher ridership demand or locations with restrictive surface requirements.
 +
:::* Aerial stations are less expensive than underground stations, but more expensive than at-grade stations.  Aerial stations achieve the operational benefits of underground stations, but can sometimes have negative impacts on the urban environment. 
 +
:::* Stations can be configured with either side or center platforms to achieve a balance between passanger flow and system infrastructure and operations costs.  Elevators, escalators and ventilation systems should be considered when choosing station type.
  
|-
+
:* Rail Station Capacity
| Maximum longitudinal slope for underground and aerial stations
+
::* Stations should be planned to accommodate capacity based on projected demand 20 years beyond the day of opening.  The primary areas used for passenger waiting and circulation should be sufficiently sized to accommodate peak passenger demand without compromising safety or convenience.  
| 0.50%
 
|-
 
| Station cross slopes should be flat for safety,
 
but if required for improved drainage, slope away from platform edge at a
 
maximum cross slope
 
| 1.00%
 
|}
 
  
 +
:* LOS for rail stations is defined by the Transit Capacity and Quality of Service Manual (TCRP Report 165), which describes the different LOS criteria for each design element such as a walkway, platform, and stairs.
  
 +
:* In cases where an acceptable LOS for the forecasted patronage cannot be achieved with an acceptable station size and cost, other system characteristics such as more frequent trains (reduced headways) may be considered.  However, reduced headways will require purchasing more trains, more operators, increased traction power requirements, and possibly a larger storage yard.
  
{| class="wikitable"
+
=See Also=
! Passenger
+
[[Rail: Rail Station Planning|Rail Station Planning]]
Circulation
 
! Vertical Circulation Elements (VCEs),- Ramps, Stairs, Escalators and Elevators
 
!
 
|-
 
| rowspan="4" |
 
| 1. Use of sloping walkways in lieu of ramps and ramps in lieu of elevators where feasible, is acceptable.
 
Note:For a vertical rise less than 8 feet, elevators and lifts shall be used only when unavoidable due to space constraints.
 
| Less than 12 feet.
 
|-
 
| 2. Elevators are required for disabled access within the station for vertical rise greater 12 feet. Stairs are required as well.
 
| 12 feet to 16 feet
 
|-
 
| 3. Use paired escalators and stairs. Escalators,shall be the primary for ascent and stairs primary for descent.
 
Note: Escalators may be replaced with primary passenger elevators if LOS analysis yields an average,wait time of 45 seconds or less using not less than 2.5 square feet,/passenger to determine capacity.
 
| 16 feet to 20 feet.
 
|-
 
| 4. Use elevators and escalators. Stairs shall not be considered a means of normal public ascent or descent where the vertical rise between levels exceeds 20 feet.
 
Note: Escalators may be replaced with primary passenger elevators if LOS analysis yields an average wait time of 45 seconds or less using not less than 2.5 square feet /passenger to determine capacity.
 
| Greater than 20 feet
 
|-
 
| rowspan="2" | Vertical Clearance
 
| 1. Minimum headroom over primary stair or escalator measured perpendicularly from edge of tread nosing to underside of ceiling or overhead construction.
 
| 10 feet
 
|-
 
| 2. Minimum headroom at ceiling structures such as signage.
 
| 8 feet 6 inches
 
|-
 
| rowspan="6" | Elevators
 
  
Note: Elevators shall comply with APTA RT-RP-FS-007-02;
 
ASME A17.1; ADAAG
 
| 1. Minimum queuing in front of elevator doors.
 
| 1.5 x Depth of Cab
 
|-
 
| 2. Minimum overhead protection for elevator doors exposed to the outdoor with street level landings.
 
| 6 feet x feet of each cab
 
|-
 
| 3. Where primary passenger elevators are required along a primary circulation route, minimum capacity required.
 
| 20 persons, 4500-pound capacity
 
|-
 
| 4. All elevator cabs shall be sized to accommodate a 24 feet x 84 feet ambulance stretcher in horizontal, open position. Provide ADA and gurney elevators in all locations where elevators are warranted. Min capacity of each cab.
 
| 16 persons, 4000-pound capacity
 
|-
 
| 5. Minimum door sizes to accommodate wheelchairs, gurneys.
 
| 3 feet 6 inches wide x 7 feet 8 inches high
 
|-
 
| 6. Minimum speed of elevators at passenger,carrying capacity.
 
| 200 feet per minute
 
|-
 
| rowspan="7" | Site Walkways
 
| Minimum width
 
| 5 feet
 
|-
 
| Minimum vertical clearance
 
| 8 feet
 
|-
 
| Pedestrian at-grade crossing minimum width
 
| 12 feet
 
|-
 
| Through bus stop and Park & Rides
 
| 10 feet
 
|-
 
| Crossing connecting walkways
 
| 10 feet
 
|-
 
| Pedestrian tunnels
 
| 16 feet
 
|-
 
| Walkway track crossing serving primary entrances
 
| 30 feet
 
|}
 
=See Also=
 
*[[Rail: Rail Station Planning|Rail Station Planning]]
 
 
[[Category:Practical Design Guidance]]
 
[[Category:Practical Design Guidance]]
[[Category:Secure]]
 

Latest revision as of 17:12, 11 December 2024

Rail Station Planning

Primary Guidance

  • Locations should be evaluated based on meeting specific criteria
  • Are usually placed at major passenger generators and major transfer points .
  • The minimum distance between existing and new systems will vary according to land use,population/employment generators, and the nature of the service.
  • Underground stations are very expensive and should be reserved for high-density urban areas.
  • Platform configuration should achieve a balance between passenger flow and system infrastructure and operations costs.
  • Capacity should consider passenger LOS and passenger demand projected through a 20-year horizon.

Discussion

  • Each Rail Station requires additional capital and operating costs and increased travel time for patrons. Planning should consider the factors below to determine if a station is warranted.
  • Rail Station Locations

Location should be evaluated for the following criteria:

  • Improves service quality and reliability;
  • Strengthens intermodal connections;
  • Aligns with existing or emerging employment, education and other community related services;
  • Aligns with existing or emerging residential density; and
  • Achieves ADA accessibility between the services point and the passenger destinations/generators.

Rail Station Spacing and Positioning Close spacing hortens walk distance for passengers, but increases transit trip time due to more stops and starts by the trains. Stations are usually placed at major passenger generators and major transfer points. Closer spacing (1/2 mile or less) is appropriate where adjacent land uses and population/employment densities warrant.

Spacing also depends on the nature of the service. Long distance commuter service generally has stations that are further apart, while short-hop local service has stations that are closer together.

  • Rail Station Type and Configuration
  • A transit system’s alignment, in part, determines whether the stations are at-grade, aerial or underground.
  • At-grade stations are cost effective and provide more flexibility for access than aerial stations.
  • Underground stations are very expensive with limited opportunities for access. They are usually reserved for dense urban settings with a higher ridership demand or locations with restrictive surface requirements.
  • Aerial stations are less expensive than underground stations, but more expensive than at-grade stations. Aerial stations achieve the operational benefits of underground stations, but can sometimes have negative impacts on the urban environment.
  • Stations can be configured with either side or center platforms to achieve a balance between passanger flow and system infrastructure and operations costs. Elevators, escalators and ventilation systems should be considered when choosing station type.
  • Rail Station Capacity
  • Stations should be planned to accommodate capacity based on projected demand 20 years beyond the day of opening. The primary areas used for passenger waiting and circulation should be sufficiently sized to accommodate peak passenger demand without compromising safety or convenience.
  • LOS for rail stations is defined by the Transit Capacity and Quality of Service Manual (TCRP Report 165), which describes the different LOS criteria for each design element such as a walkway, platform, and stairs.
  • In cases where an acceptable LOS for the forecasted patronage cannot be achieved with an acceptable station size and cost, other system characteristics such as more frequent trains (reduced headways) may be considered. However, reduced headways will require purchasing more trains, more operators, increased traction power requirements, and possibly a larger storage yard.

See Also

Rail Station Planning