Posted by: Skeeter1996 I went to work for a major construction company straight out of College. The PE didn't check my layout work because he didn't k...
Mighty: Recalling from memory from about 60+ years ago when I worked with the old plats while employed by the City of Sheridan, this area must be on o...
Mighty: ?ÿ Look in Madson on Wyoming Real Property Boundary Law, pages 539-540.?ÿ More particulary read Statute?ÿ 34-12-110 which I think will give yo...
I have one that I got in 1989 written by Paul Rossini that does a lot of stuff , Traverse, Inverses, Intersections, Curves, Cross Slopes, Grades, Slop...
Mighty: Where is this at? ?ÿ
In 1973 I had a crew working North of Gillette, Wyoming almost at the Montana State Line surveying some buried telephone cable routes. Back in that ti...
You didn't pay attentions to the Magic Words?ÿ "As Described In Exhibit A".?ÿ All you have is a reference to another document.
John: ?ÿ Everything is is about the same as when we last visited. Bev is still hanging in there. Have wondered if you are still getting along okay sin...
Posted by: JOHN NOLTON Tom Adams, the manual for the Wild T2 stated that you could let the Collimation Error (H&V) get as large as 1 minute before...
I would have attached this map of the 1912 County Surveyors Retracement?ÿ Survey, but I had to find where I stored it in my computer files and then fo...
Recovered monuments either set by others or original. 5 chains comes to mind for one situation of a corner?ÿset by the county surveyor at proper propo...
Posted by: Field Dog Is there a standard distance, or a standard percentage of a distance, that BS and FS distances should be balanced within on a thi...
The publication by Paul is stll available and is advertised in the Professional Land Surveyors of Wyoming, Lines and Points publication.
See my previous post from 2015.
J. Penry, post: 456140, member: 321 wrote: The next corner coming up would be the NE of 35, so notches would be 1 - 1 - 5 - 5. He might have been in ...
Some of you guys are trying to make a mountain out of a molehill regarding area. I did a lot of route surveys when I was in business and calc'd a lot ...
A lot of municipalities have incorporated in their subdivision regulations & design standards the all curves be designed as tangent curves.
Loyal, post: 453495, member: 228 wrote: How about this one? Loyal I ran this one out and for a BLM survey it has a good closure, 1:19717, S 88?ø51'...
Loyal, post: 453495, member: 228 wrote: How about this one? Loyal Seems like I read some years ago that you will not get a perfect closure on a GLO/...
JPH, post: 449682, member: 6636 wrote: I see it as an attitude that's cultivated in some companies. Here, I've been asked to go back to a site to get...