(2) If handrails are not continuous, they shall extend at least 12 in (305 mm) beyond the top and bottom of the ramp segment and shall be parallel with the floor or ground surface (see Fig...
Search Results "Transitional Segment"
Filters
Commonly Searched Documents
-
4.8.5(2)
-
11B-247.2 Detectable directional texture
At transit boarding platforms, the pedestrian access shall be identified with a detectable directional texture complying with Section 11B-705.2....
-
1008.2.4.1 Ground Level
The clear width of accessible routes shall be permitted to be 36 inches (915 mm) minimum for a distance of 60 inches (1525 mm) maximum provided that multiple reduced width segments are separated...
-
1008.2.4.1 Ground Level
The clear width of accessible routes shall be permitted to be 36 inches (915 mm) minimum for a distance of 60 inches (1525 mm) maximum provided that multiple reduced width segments are separated...
-
1008.2.4.1 Ground Level
The clear width of accessible routes shall be permitted to be 36 inches (915 mm) minimum for a distance of 60 inches (1525 mm) maximum provided that multiple reduced width segments are separated...
-
11B-1008.2.4.1 Ground level
The clear width of accessible routes shall be permitted to be 36 inches (914 mm) minimum for a distance of 60 inches (1524 mm) maximum provided that multiple reduced width segments are separated...
-
Diagonal Curb Ramps [§406.6]
A segment of curb at least 24” long beyond flares must be provided on both sides of curb ramps with side flares within marked crossings....
-
11B-1008.2.4.1 Ground level
The clear width of accessible routes shall be permitted to be 36 inches (914 mm) minimum for a distance of 60 inches (1524 mm) maximum provided that multiple reduced width segments are separated...
-
11B-1008.2.4.1 Ground level
The clear width of accessible routes shall be permitted to be 36 inches (914 mm) minimum for a distance of 60 inches (1524 mm) maximum provided that multiple reduced width segments are separated...
-
11B-810.2.3 Connection
Newly constructed bus stop boarding and alighting areas shall provide a detectable transition between the boarding/alighting area and the roadway; the detectable transition shall consist...
-
Which transition type do users with disabilities prefer?
I use a lightweight manual chair and have good upper extremity strength and trunk control. My preferences are: E - gives the safest spot for me to stop and make a...
-
The FSTAG Implementation Process Flowchart
Identify and verify the desired Trail Class for the trail or trail segment. Identify and verify the "Designed Use" of the trail or trail segment....
-
Summary of Results
Summary of Results The qualitative and quantitative data show that the trail segments constructed of ¾ inch minus limestone aggregate, Klingstone 400 soil stabilizer, and StaLok stabilizer...
-
11B-247.1.2.7 Track crossings
Where it is necessary to cross tracks to reach transit boarding platforms, detectable warnings complying with Sections 11B-705.1.1 and 11B-705.1.2.7 shall be provided....
-
§100.75(c)(3)
(3) Selecting media or locations for advertising the sale or rental of dwellings which deny particular segments of the housing market information about housing opportunities because of race...
-
1017.8.2 Width
This section requires resting intervals that are provided within the trail tread to be at least as wide as the widest segment of the trail tread leading to the resting interval....
-
11B-705.1.2.2.2.1 One entrance/exit point
Where the turning space has one entrance/exit point other than the sloped ramp segments, detectable warnings shall be 36 inches (914 mm) deep, as measured perpendicular to the curb, and...
-
1017.10 Trailhead Signs
Length of the trail or trail segment; 2. Surface type; 3. Typical and minimum tread width; 4. Typical and maximum running slope; and 5....
-
1017.10 Trailhead Signs
Length of the trail or trail segment; 2. Surface type; 3. Typical and minimum tread width; 4. Typical and maximum running slope; and 5. Typical and maximum cross slope....
-
Armor-Tile Tactile Systems Detectable Directional System
The typical areas of use for the detectable directional are university campuses, parks, sidewalks, and transit facilities....
-
Slopes and Resting Intervals for Beach Access Routes
To ensure that the beach access route isn't designed as a series of steep segments, no more than 15 percent of the total length of the beach access route may exceed a slope of 1:12 (8.33...
-
2.5.1 Location
A resting interval shall be provided between each ORAR segment, in compliance with section 2.4.1....
-
Trail Class
Identify only one Trail Class per trail or trail segment. 2....
-
1016.8.2 Width
This section requires resting intervals that are provided within an outdoor recreation access route to be at least as wide as the widest segment of the outdoor recreation access route leading...
