Land Surveyor Blogs

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

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Update Your Profile | Add a Surveying Story | Upload Some Photos 2013 is YOUR Year to Shine and Our Year (as a community) to Grow! February 5, 2013 Facebook | Twitter | Google + Our Mission is Simple: Unite! Land Surveyors United is a social mirror to your experiences and knowledge in land surveying and geospatial sciences. You can