A horizontal SCS curve with equal transition lengths has a design radius of 475m with a corresponding design speed of 100km/hr, a rate of rotation of 2.5% per second, a deflection angle (1) of 32, a design superelevation on the circular curve of 7% and a maximum available side friction value of 0.14. The station (running distance) of the PI is 1700m and the approach to the horizontal SCS curve is on a straight with normal camber. Assuming that the design is adequate and that the curve is a right-hand curve, SKETCH a superelevation plot for the full length of the horizontal SCS curve. Clearly LABEL and identify the locations (including running distance) of the TS, SC, CS, ST. A horizontal SCS curve with equal transition lengths has a design radius of 475m with a corresponding design speed of 100km/hr, a rate of rotation of 2.5% per second, a deflection angle (1) of 32, a design superelevation on the circular curve of 7% and a maximum available side friction value of 0.14. The station (running distance) of the PI is 1700m and the approach to the horizontal SCS curve is on a straight with normal camber. Assuming that the design is adequate and that the curve is a right-hand curve, SKETCH a superelevation plot for the full length of the horizontal SCS curve. Clearly LABEL and identify the locations (including running distance) of the TS, SC, CS, ST