Ahorizontal curve on a two-lane highway (10ft lanes) is designed for 50 mi/h with a 6% superelevation. the central angle of the curve is 35 degrees and the pi is at station 11fccjukku11fccju kku page 4 of 5 482 + 72. what is the station of the pt and how many feet have to be cleared from the lanes’ shoulder edge to provide adequate stopping sight distance?