Using a conditional instruction in the corridor template to Side slope (or daylight) at a 1:1 slope when in a rock cut verses a 2:1 slope when in normal soils.
First, I want to thank you for posting these videos. I have watched each one and they have helped me work through some of my projects. Second, my coworker and I have attended a couple of Sitech hosted Trimble BCE training classes as well. We work on complex corridors, divided highways with Turn Lanes and Crossovers (20' offset from alignment as Grade point) with varying side slopes that range from a simple 6:1 to a slope that goes from a 6:1 @ 18' down to a 4:1 with special ditches then ties back to existing ground. And also Bridges along the corridor. Would you be able to post a tutorial on the best practices/workflows for these kind of projects?
First, I want to thank you for posting these videos. I have watched each one and they have helped me work through some of my projects.
Second, my coworker and I have attended a couple of Sitech hosted Trimble BCE training classes as well.
We work on complex corridors, divided highways with Turn Lanes and Crossovers (20' offset from alignment as Grade point) with varying side slopes that range from a simple 6:1 to a slope that goes from a 6:1 @ 18' down to a 4:1 with special ditches then ties back to existing ground. And also Bridges along the corridor.
Would you be able to post a tutorial on the best practices/workflows for these kind of projects?