NOTE: BEFORE SOLVING CHANGE THE VALUES OF x, y & z

x = 1

y = 2

z = 3

Alignt Plan PE Profile View Front 1813 curve Center Des Speed SED 12+100.00 +300.00 TEX DECORDO 30 SYY 13.0 13.12.0 3.0 1 Situation !! Design the 4-Lane 2-way elrular carves that will earnect the entry and exit pointa of the bypass toad shown above. De lone Width - 3.70 and normal cross slope 3.51 for the entire stretch of road. Determine the following: 1. By revolving the pavement about the centerline protilethod of attaining wuperelevation determine the following 2. station were bornal cross slopes tachteved after second curve anda. O pts b. Station where design superelevation on second curve ends. [10 ptal C. Sketch of the cross-section 5 meters to the left of second curva's FC. (10 pts) d. Stationing of the exit point, X if the minimun sight distance is to be implemented. Use -0.22, PIEV Time - 1.72 sec, and design speed-60 kph. 110 pts). e. Elevation of point of intersection of back and forward tangenta, V. 15 pts) 4. Elevation of the station 10 meters to the right of V. (10 pts] Situation 21 Feterting again to the Eigure above, calculate the following: 1. Minimum sight distance along 1-1 and 1-2 if there are obstruction meter from the centerline 110 pta) Minimum sight distance along P-3 it there is abstruction 6.2 meters from the centerline. [10 ptal Alignt Plan PE Profile View Front 1813 curve Center Des Speed SED 12+100.00 +300.00 TEX DECORDO 30 SYY 13.0 13.12.0 3.0 1 Situation !! Design the 4-Lane 2-way elrular carves that will earnect the entry and exit pointa of the bypass toad shown above. De lone Width - 3.70 and normal cross slope 3.51 for the entire stretch of road. Determine the following: 1. By revolving the pavement about the centerline protilethod of attaining wuperelevation determine the following 2. station were bornal cross slopes tachteved after second curve anda. O pts b. Station where design superelevation on second curve ends. [10 ptal C. Sketch of the cross-section 5 meters to the left of second curva's FC. (10 pts) d. Stationing of the exit point, X if the minimun sight distance is to be implemented. Use -0.22, PIEV Time - 1.72 sec, and design speed-60 kph. 110 pts). e. Elevation of point of intersection of back and forward tangenta, V. 15 pts) 4. Elevation of the station 10 meters to the right of V. (10 pts] Situation 21 Feterting again to the Eigure above, calculate the following: 1. Minimum sight distance along 1-1 and 1-2 if there are obstruction meter from the centerline 110 pta) Minimum sight distance along P-3 it there is abstruction 6.2 meters from the centerline. [10 ptal