just a few of things I've noticed going through the utility workflow for drainage.
- Pipe offset from node or from inside pit wall for off center pipeline on large pits.
- Optional node point position (e.g. pit Centre, Centre of inside wall)
- Multiple pipes between nodes (double or triple barrel pipelines)
- Node floor thickness input box in MSI (trench linework currently references invert and not bottom of pit)
- Calculated pipe ends to terminate at the nodes inside wall not outside.
- Be able to change pipes and nodes between networks. (to help organize revised data from .12da)
- Utility trench linework to not default to same layer as utility. (maybe just an input box for layer suffix)
- Utility trench account for node rotation (utility takeoff report can't compute after manual fixing linework)
- Utility trench backfill material dropdown doesn't update when materials moved around.
- exploding of pits and pipes that lets user select invert, center, obvert, crown, bottom, sides to help with measuring clashes and clearances with other data. (Aswell as export to TA)
thanks
------------------------------
Peter Batson
------------------------------