- 20 180 15 Rd Tucker S Choo A 20 20 15 10 15 10 10 River 10 15 20 15 25 20 35 30 2 Student S Name 25 25 End X 25 Sca 1 (44.67 KiB) Viewed 18 times
The bearings and distances are: Ch 00 A: 156.74 - AY: 95-01-50 414.075 Y-X: 8-12-10 183.805 Calculate the coordinates of point X using the survey data above. Also, using your bearings and distances of each straight of your road, calculate the coordinates of the end of the road. Then, using the coordinates calculated for X and the end of the road, calculate the bearing and distance for a survey party to set out the end of your road from point X.
4b) Setting Out Data for Curve 1 (8 Marks) Points to be set out must lie at every even 10 or 20m of running chainage and also the crown point. (You may not fill every line in these tables). Point to be pegged Arc Length 8₁ ST Long Chord 0 TP 1 Ch 0 0-00-00 TP 2 Ch Setting Out Data for Curve 2 Points to be set out must lie at every even 10 or 20m of running chainage and also the crown point. Point to be pegged Arc Length 8₁ 8T Long Chord TP 3 Ch 0 0-00-00 0 TP 4 Ch