Last seen: June 3, 2026 5:06 pm
Ya I did not know where this was nor the CSF so I just left the surveyor's GPS data alone. Also the 1689.16' distance is the same for GPS and TRAVERSE...
@mathteacher Can you make excel do a rotation?
Here is your data translated and rotated like you asked. There is a problem with using point #100 as a benchmark. It makes all your other traverse poi...
@summerprophet Very nice Excel file. I used your coords at TS and SC, did a right angle intersect from SC to the tangent line to get the spiral tan...
Just guessing here because I have almost no experience with spirals. My software, PCSurvey, will create a spiral using any 2 of 4 variables. Then I ca...
Looking at your map I see 3 longer distances that compare very well with each other but I do not know which is GPS or TS. The short 239 footer needs t...
I imagine your map will have a lot of notes that will say "found per 2009 survey and not accepted". 🙂
Agreed 75.33 ft or 22.96 meters
Just guessing here. Volume all the way up? Tried all the sensitive settings? Check the wires to the speaker? When you tap the rod sideways does it mak...
Could that "no magnetic signal" be one of the reasons for a few of the pin cushions we find??
For the record I have never found such a pipe so how does one drive a pinched (crimped) top pipe without destroying the pinch? Back in the 80's the of...
In the 60's in the Forest Service we took sun shots with a 1 minute transit using the horizontal and vertical angle method and the leading edge of the...
1.) Load the txt file into Excel and make 2 columns, Lat in A, Long in B. Save As CSV. 2.) Open Google Earth and File > Import > Find the CSV...
I have had several smaller versions of this where I went with "intent". I would be tempted to hold that mon (that's 8 feet off for distance) for line ...
Another option (not as good as what @pls8xx wrote) if there is not another good spot where you can shoot everything would be to reset the TS at a diff...
Same here. 50% retainer plus they sign the estimate spelling out what they are paying for such as a boundary survey sufficient to accurately calculate...
I used a 3805A with a T2 for several years. I wrote a program for my HP41CX where I could set the 3805 anywhere near the T2 and enter the H & V &a...
Yes, in meters.
The 2 poles that mattered were only 120 feet apart on each side of a new 2 story ADU where I was setting offsets for construction. I doubt temperature...