🌐 Show Forums for All Locations
Show the latest social shares
USA Surveying Forums
United States Surveyors
- Arizona
- Alabama
- Alaska
- Arkansas
- California
- Connecticut
- Delaware
- Florida
- Georgia
- Hawaii
- Illinois
- Indiana
- Iowa
- Kansas
- Kentucky
- Maine
- Maryland
- Massachusetts
- Michigan
- Minnesota
- Missouri
- Montana
- Nebraska
- Nevada
- New Hampshire
- New York
- North Carolina
- North Dakota
- New Mexico
- Oklahoma
- Ohio
- Oregon
- Pennsylvania
- Rhode Island
- South Carolina
- South Dakota
- Texas
- Utah
- Vermont
- Virginia
- Washington
- Wyoming
- Wisconsin
- West Virginia
- USA Surveying Events
Asia Surveying Forums
Africa Surveying Forums
Middle East Surveying Forums
European Surveying Forums
South American Surveying Forums
Oceania Surveying Forums
Oceania Land Surveyors
Surveying Equipment Support Forums
Choose Your Equipment Type
Search Survey Photos
Search Surveying Photos by Tag
Add Posts, Surveying Photos, Videos and Articles to the Surveyor Community
Add Stuff to Community
Replies
then set up backsight like any other survey sideshot/traverse
I hope this helps,
Mark
Best results are achieved by repetition, so I recommend you set the routine up for at least 2 sets to average from. (The more the better, usually) Then, before you accept the results of the resection, make sure that the solutions precision ratio is within the standards of accuracy for your particular project. Concurring with Kate again, then set up/solve your backsight (00-00-00), check the backsight distance (ALWAYS) and then go to the stakeout screen, pick a few established points and "stake them out". If they don't check, something is not cool and you better find out what before continuing. BTW: The RECON is awesome but the NOMAD is way better!!!!
I would also like to double and triple agree with the checking method, always check into something else before doing anything.