Topcon Office Ideas

In Std Road Design, for side slopes - if a side slope was set at one chainage and then 100m further down, another side slope value was entered - the side slopes transitioned over that length with variable side slopes. In Corridor Design, if you enter a side slope of say 1:1 Cut or Fill side slope and then 100m further along, enter 3:1 Cut / Fill slope template, the new batter slope starts from ch. 100 and doesn't transition from the previous entry. Could this be changed so that variable side slopes can slope transition between chainages?