Hi,
I need to do a topographic survey in Switzerland, and I would like to know if I can subscribe, just for a short period, to a Ntrip correction positioning service that I can use with my Sokkia GRX1 GNSS receiver.
Anyone knows what…
Read more…I am a licensed surveyor in Pennsylvania and work for a full service Civil Engineering Company. I have been getting a lot of requests for grading permit plans. More and more townships are requiring Infiltration beds for roof drainage…
Read more…Lately I have become intrigued by the word "Best".
When I was beginning in my surveying career, I told my father that I wanted to be the best surveyor there was. His response was: "Remember, David, being best is a matter of opinion,…
Read more…I would be glad if someone will provide me with the configuration or a link to the configuration of Ghana coordinate system datum. Thank you.
Read more…Hi all,
I have submitted my rinex file to AUSPOS and the send this error message below
I don't even no where to begin... I am involved with a group that is in Ethiopia and the want to set geodetic control. They have access to a trimble R8-2 and TSC1. What is the process like...I mean I understand the post processing in the…
Read more…I'm getting info together to take the Kansas state specific and I can't seem to find much info on riparian rights. The only study info I can seem to find is the Minimum Standards, Statutes and Rules and Regulation. Is there any good study…
Read more…I received the below error message from a rapid static upload. Is there any way to obtain coordinates and elevation values? I do not need tight tolerances, I just want to use this point as a verification.
Thank you
10…
Read more…Nova Scotia has a Statute Law that says Land Surveyors have free access anywhere within reason and may need to provide reasonable compensation. You may want to consider suggesting this to your politicans.
Read more…I tried many times to make a check between the setting out or topo of 3 points using the GRID & GROUND coordinates values of my control points. I got a difference of 12 mm in the coordinates. the control checks were fine when I was using the…
Read more…| 6 | GPS Quality indicator: 0: Fix not valid 1: GPS fix 2: Differential GPS fix, OmniSTAR VBS 4: Real-Time Kinematic, fixed integers 5: Real-Time Kinematic, float integers,… |
I need to convert below attached google earth shape file in to cad file having sld 99 coordinates
please help me to how
Read more…The following document is a Surveying Checklist for use in the field. You can find in in excel format, to download in PDF form below. Enjoy! Feel free to modify this checklist and share new variations below in the comments. TIP: Simply…
Read more…Hi Everyone, Just though I would share this link to a Technology Education Blog that I am a member of. I use it for Engineering and Surveying Topics and computer programming. 1. Question and answer, Our 1000+ Surveying questions and answers…
Read more…Hello everyone, I want to buy a handheld GPS and I need advice on which brand or model is best out there that I can use for Reconnaissance survey and also use to accurately locate a point. Thanks
Read more…I bought a used SDR33 Expert 4MB. When I tried using it for Topographic survey, backsight residual report is always to the tune of more than 5 minutes. I am not comfortable with it. Did I miss something? Thank you guys.. Regards.
Read more…Hello guys, I have finished my education in my native country (Romania). I have a B.A. and M.A. in geography and I can say that about 30-40% of what I have learned is somewhat related to surveying. Unfortunately the school system is also not very…
Read more…Hello, I found this program that may be helpful for exams on PLSS proportioning. Hope you find it helpful! Paul
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