Community Research

 

Pedestrian Circulation Requirements In Seattle

A.  All site plans proposing multiple buildings designed for residential occupancy or business access shall connect building entrances to one another and to pedestrian ways on adjacent public and/or private streets via a minimum four (4) foot wide walkway system separated from vehicular traffic. Public sidewalks may be considered part of the walkway system if they provide convenient movement between structures. Fences, landscaping and other site improvements shall be located so as not to impede safe and convenient pedestrian circulation.

B.  On-site pedestrian ways shall be designed to connect to off-site pedestrian way systems on adjoining properties and public and/or private streets. On-site extensions of pedestrian circulation systems shall align with existing pedestrian off-site links.

C.  Pedestrian-only corridors separate from the vehicular street system, as specified by the adopted City Center Plan (see “Pedestrian Connections” in City Center Plan, Figure 5.1), shall be a minimum of twenty (20) feet wide with a minimum twelve (12) foot pathway of an approved surfacing material.

 

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Primary Walkways

Primary walkways are those segments that link major generators of pedestrian activity and carry the highest volume of pedestrian traffic (see Figure 1). Primary walkways should:

  • be at least eight feet wide to comfortably accommodate two-way traffic;
  • have hard surface paving to accommodate a high level of use of all types;
  • be well lighted for nighttime activity; and
  • be furnished at a relatively higher level with amenities such as benches and trash receptacles.
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Secondary Walkways

Secondary walkways are those segments that link secondary generators of pedestrian activity and carry moderate volumes of pedestrian traffic (see Figure 2). The majority of walkways on an installation should fall into this category. Secondary walkways should:

  • be at least six feet wide to comfortably accommodate two people walking abreast and allow passing room;
  • have hard surface paving to accommodate a moderate level of use of all types;
  • be well lighted along those segments that receive nighttime activity; and
  • be furnished at a moderate level with amenities.

 

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Tertiary Walkways

Tertiary walkways are those segments that provide physical and visual continuity within the pedestrian network but carry a low volume of traffic (see Figure 3). They are also used as recreational paths such as jogging trails or fitness courses. Tertiary walkways should:

  • be at least four feet wide to comfortably accommodate one-way traffic;
  • have hard or soft surface paving, depending on the volume and type of use;
  • have lower-level or no lighting; and
  • be furnished at a relatively lower level with amenities.

 

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Walkways Adjacent to Streets

Walkways adjacent to streets may be acceptable and even desirable, based on development and circulation patterns. Depending on the volume of vehicular and pedestrian traffic, some degree of separation between the walkway and the street may be necessary.

  • Walkways parallel to primary and secondary roadways should be separated from the road by a minimum eight-foot-wide planted buffer strip.
  • Walkways parallel to tertiary roadways should also, if possible, be separated from the road by a planted buffer strip but may be located adjacent to the curb in residential or other low traffic areas.
  • Planted buffer strips less than six feet wide should be avoided because they are too narrow for street tree planting and pose maintenance problems.
  • All walks should be separated from a road by, at a minimum, a raised curb.
  • If possible, new walkways should be laid out to accommodate existing mature street trees. Preservation of trees involves protecting as much of the root zone out to the drip line as possible. The ideal strategy to achieve this is to leave the root zone entirely unpaved; however, this may be difficult in an urban area. If the root zone must be paved over, the existing grades around the tree should be disturbed as little as possible and drain openings should be provided in the pavement to allow air to circulate in the root zone. If the root zone is damaged, the crown of the tree should be pruned to reduce the demand for nutrients and water.
  • At driveways, a triangular area whose sides extend back a minimum of 50 feet from the face of the curb should, if possible, be kept clear of visual obstructions. Some objects, such as traffic signals, post-mounted signs, or high-branching trees, may still be located within this area and not significantly affect visibility. However, the placement of individual objects must be coordinated with each other so that they collectively do not create a visual obstruction.
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Class I Bike Path

A Class I Bike Path is intended for the exclusive use of bicycles. While it may parallel a roadway, it is physically separated by distance or a vertical barrier (see Figure 5).

  • A Class I Bike Path provides the safest and most efficient means of bicycle travel and is the preferred option for bikeway development.
  • Crossings of a Class I Bike Path by pedestrians or automobiles should be minimized.
  • If a Class I Bike Path does not closely parallel a roadway, it should be designed to provide appropriate bikeway gradient and curvature.
  • Class I Bike Paths require the greatest amount of space and advanced planning to reserve land and assure appropriate routing.

 

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Class II Bike Lane

A Class II Bike Lane shares the right-of-way with a roadway or walkway. It is indicated by a bikeway pictograph on the pavement and a continuous stripe on the pavement or separated by a continuous or intermittent curb or other low barrier (see Figure 6).

  • Because some separation is provided for bicycle travel, a Class II Bike Lane provides some level of safety for the bicyclist and pedestrian.
  • While crossings by pedestrians or automobiles are discouraged, they are not as controllable as they are on a Class I Bike Path because the Class II Bike Lane is adjacent to the walkway or roadway.
  • Because Class II Bike Lanes are tied to the adjacent roadway or walkway, route selection is important to maintain appropriate bikeway gradients and curvature.
  • Class II Bike Lanes generally require less space than Class I Bike Paths because they follow the alignment of and share the right-of-way with a roadway or walkway.

 

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Class III Bike Route

A Class III Bike Route also shares the right-of-way with a roadway or walkway. It is not indicated by a continuous stripe on the pavement or separated by any type of barrier, but it is identified as a bikeway with signs (see Figure 7).

  • Because no separation is provided, there is a higher potential for safety conflicts between automobiles and bicycles and between bicycles and pedestrians.
  • Class III Bike Routes provide continuity within the bikeway network and designate preferred shared routes to minimize potential conflicts. To maintain safety for bicyclists and pedestrians, Class III Bike Routes should be developed, if possible, only where automobile and pedestrian traffic is moderate to light.
  • Because Class III Bike Routes share the roadway or walkway, route selection is important to maintain appropriate bikeway gradients and curvature.
  • Class III Bike Routes require the least space because they share the pavement with a roadway or walkway.

 

Pavement Widths For Bicycles

The basic minimum width for one lane of travel is four feet. This should be adjusted based upon the bikeway classification and traffic conditions.

 
  • A minimum of eight feet of pavement should be provided for a two-way Class I Bike Path. This width will also allow access by maintenance vehicles on Class I Bike Paths that are isolated from roadways.
  • A minimum of 6'-6" of pavement should be provided for a one-way Class I Bike Path or Class II Bike Lane. This width will allow one-way travel with room for passing.
  • Two-way bikeways are not recommended adjacent to roadways because of the complications that would result at intersections. Instead, opposing one-way lanes should be located on opposite sides of the street.
  • A minimum of four feet of pavement should be provided for a one-way Class III Bike Route. Since a Class III Bike Route is not separated from the adjacent roadway or walkway, a passing bicycle can use the walkway or roadway pavement. If bicycle, pedestrian, and/or automobile traffic makes passing in this manner difficult or unsafe, a pavement width of 6'-6" should be provided for a one-way Class III Bike Route.

 

 

Walkways should be the minimum width necessary to accommodate the anticipated use. Table 1 provides some guidelines based on existing pedestrian walkways.

 

 

MITIGATION

Mitigation for public walkways in the Buffer should be provided, regardless of whether the walkway is in a Buffer Exemption Area, Intensely Developed Area, Limited Developed Area, or Resource Conservation Area. However, the mitigation ratios will reflect these categories. In Buffer Exemption Areas, mitigation should be twice the disturbed area or number of trees cleared, whichever is greater; elsewhere, mitigation should be three times the disturbed area or number of trees cleared, whichever is greater. Plantings should be native Buffer species, but can be a mix of grasses, shrubs, and trees. Ideally, mitigation should occur on site in the Buffer whenever possible. Providing plantings in the Buffer along public walkways can help to educate the public as to what a functioning Buffer should look like. When on-site planting is not possible, other Buffer locations offsite are appropriate.

NOTE: Minimum clearance width for two wheelchairs is 5'-0". Since most elevated boardwalks are constructed with pilings that encroach into the walking surface, 6'-0" should accommodate the pilings, railings, etc. and still leave a 5'-0" clear width.

Table 1: Guidelines based on existing pedestrian walkways

CA Designation Buffer Exemption Area Width Usage
RCA Non-BEA 6'-0" Moderate
RCA BEA 6'-0" Moderate
LDA Non-BEA 6'-0" Moderate
LDA BEA 16'-0" Heavy
IDA Non-BEA 6'-0" Moderate/Heavy
IDA BEA 16'-0" Heavy

 

 
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Steps as a two dimensional design element

 
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Steps separate spaces

Pedestrian circulation requires attention to function as aesthetics.  Sometimes the efforts of the designer to define spaces by changing their elevation is counter to unimpaired access to all site elements. Steps should be grouped to improve their visibility.  Changing the color or texture of the steps also increases visibility.  The height of the step risers should be uniform along their length.  Step risers shorter than 5 inches or higher than 7 inches will be uncomfortable for some users.
 
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Landing dimensions

 
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Step and ramp dimensions

To compensate for elevation changes using steps landings and ramps are provided.  According to the American Disabilities Act ramps may slope at a maximum of 12:1 (8.3%) for not more than 30'.  Five foot long landings must be provided at least every 30' for long ramps with slopes greater than 20:1 (5%). 

Careful design of stairs and landings is also necessary to protect the more able bodied pedestrian.  Landings should be provided in long flights of stairs.  The difference in the amount of space needed to accommodate ramps compared to stairs is often challenging for the designer working with a small site.

 

 
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Railing dimensions

 

The American Disabilities Act requires that railings are provided in specific configurations and heights.  The diameter of the railing should not exceed 1 1/2".  Commit the information in this graphic to memory.  
 
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Plant material used as emphasis

 

Architectural elements or plants should be used to articulate building entries to make destinations clear to pedestrians.

 

 
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Cheek wall perspective

 
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Cheek wall alternatives

Steps meet the landscape more gracefully when they are contained within walls called cheek walls.

Austin, 2002
Sizing larger pedestrian walkways requires determining the number of walkers generated and the speed at which they walk.  The average pedestrian walks at 260-275 feet per minute. Walking speed ranges from 15 to less than 3 feet per second.  The higher rates are achieved when the walkers have about 300 square feet per person and the lower rate when they have 50 square feet per person or less.