Earth's Largest Land Surveyor Community
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.
Point Northing Easting …Read more →
Submitted by Mark Hollinger on February 18, 2013 at 6:21pm — Comment On This...
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?
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…Read more →
It's Community Digest Time! Loads of exciting new features and updates to the Land Surveyors United network this month.
Submitted by Jaybird on February 5, 2013 at 3:00pm — Comment On This...