Below is from page 75 of the US Proposed Accessibility Guidelines for Pedestrian Facilities in the Public ROW, July 26, 2011
The way I read this is if there are no yield or stop signs, the cross slope can be more than 2%. If a stop sign is put in, it must comply with 2% cross slope. Not sure...
Thanks for the link. I did see that thread but was not clear on how that pertained to a new development. I am currently working on a very tight multi-family plan with a lot of fall across the site. Was hoping someone could help clear up for me if the 2% cross slope was required at all...
I have several roadways and parking lot ADA crossings on a project where the longitudinal slope of the drive surface exceeds 2%. Is it required to create a 2% bench with grade breaks at all of the ADA crossings or is the cross slope able to exceed 2% across the drive area if the sidewalk...
