Hello,
I do not understand how to use my SMI software to transform coordinates. I have created a fictional job to illustrate my predicament. I have created points in my SMI card for two centerline PCPs, and four property corners. These are calculated points based on a plat. When I arrive at the job I set a nail across the street from the property, and occupy it.
Calculated Points:
Point Northing Easting Description
100 5000.0000 5000.0000 PCP
101 5000.0000 4400.0
Hello,
I have problems with GPS controller display.
Protective folio is scratched on some places, and on these places loses function of touch screen.
How can this be repaired (replaced)? What is the price of repairs?
Introduction
The data were used for this comparison were taken from the measurement lines of the project. Comparison was made for an even and uneven terrain, as the results would be as objective as possible.
Comparison heights for even terrain
Comparison heights for even terrain was based on a sample of 145 points. For each point were measured by X, Y and Z coordinates with GPS. After that, X and Y coordinates are transformed from the coordinate system of the state to the
It's Community Digest Time! Loads of exciting new features and updates to the Land Surveyors United network this month.
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Strap in and grab your Trimble, because Episode 252 of The Geoholics takes us on a globetrotting, tech-loving, swamp-sloshing survey saga with none other than Chad Maxwell, PLS—a man who’s mapped more terrain than your Roomba on…
