![]() It was also often quicker to look for informational notes from the crew in the raw file and to make any edits that they pointed out before importing the data. Some edits could not be accomplished in program. Did we often edit the raw data files - yes.And most firms used TDS RW5/RAW as their file format. So what do you import and where does it come from?Īt the previous two firms I worked at that were dual CAD (Bentley/Autodesk) we had adopted our local DOT Alpha Codes (where I am now) and also that all surveys were processed in InRoads Survey. The Orange Arrows show the last two actual points and the general direction of the "virtual" segment that the DIST angle is measured from. In this image, the Red Arrows point at the Open Roads results and the Green Arrows point at the InRoads Survey Results. In this one figure, this warped output, when compared to InRoads Survey output, occurs twice. The next shot draws another point with a segment from the end of the DIST created segment but when it tries to apply its DIST 5.25, the segment it draws is at a 90 degree angle from a "virtual" segment the current point (3613) to the last "actual" point (3612) instead of using the DIST created segment. Then it draws two more points and on the second point, the DIST -15.2 draws another segment 15.2 ' long, but at a 90 degree angle to the left. So after it draws the first two points, the DIST 20 adds a 20' segment and a 90 degree angle to the right, from that last segment. ![]() When using the DIST Code in InRoads Survey, the 90 degree angle that was turned was always based upon the last segment, even if that segment was also from a DIST code. ![]()
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