OK thanks, I'll be looking for a unit I can put the slope in or just do it the way we have.
I just shoot one invert and then the other. Figure the fall from one the next, distance of pipe and calculate the slope. Divide the rise of the line by the length of pipe and it gives you the rise per joint of pipe. This is the reason I would like to have a bona fide slope laser, no moving the target on the stick every joint.
CM
You may already know this, but with a slope laser, what I would do is dial the slope in that is indicated on the plans, with the laser in line with the survey stakes. Set up on a hub, and set the tape to the cut indicated to FL. Then you should shoot "0" at FL. You can then check in at each survey hub, and you should read the same as the cut indicated. If not, there is a problem.
I once caught the surveyor with the slope staked to fall the wrong direction on a 42" concrete encased storm drain. It was to run under a mall, and they sure were glad I found it before the pipe went in.
It sure makes it easy to grade the trench bottom when everywhere you go "0" is grade for FL, and zero minus pipe thickness and bedding combined is subgrade, anywhere in the ditch.