geopro_consultants, post: 427563, member: 9959 wrote: Plotters are an expensive time waster, in my opinion. Find a local commercial print shop that ca...
Dave Karoly, post: 426897, member: 94 wrote: Buy a $50,000 RTK system then you too could cut your prices!They were using a Trimble
I have used RTK for many construction projects, including building corners, if I have to set grid lines for columns, then I will pull out the total st...
aliquot, post: 426599, member: 2486 wrote: How can you make money, no matter how bad you survey, if you drive 100 mIles for a $500 job?Beer Money
David Kendall, post: 426387, member: 12659 wrote: i'm 41 and I agree with himI also agree to a point, bit finding a monument within a few tenths of it...
Mark Mayer, post: 426179, member: 424 wrote: Per Pythagorus, the cross ties of a 40.00' x 65.00' rectangle should measure 76.32'. If your inverses say...
rfc, post: 426160, member: 8882 wrote: Don't the cross ties of a trapezoid match? Maybe a trapezoid but not a rectangle
There was a similar thread on this "spilling the beans on RTK GNSS" I believe.BUILD IT AND WE WILL BUYI recently purchased a base and rover for less t...
How can the cross ties match if one side is off
In his defense, he is an older surveyor and believes a few tenths is on the money for a five acre rural tract.
If he really wanted his aluminium cap there, he should have just put his cap on the pipe.I'm assuming he found the pipes and still decided to place hi...
Why can't the easement be done on the plat and accepted by both parties within the dedication, that's how it's done around here anyway. Isn't that how...
I show a small open circle for corners not found or set and put it on the legend described as a point.
Roby_, post: 425009, member: 12678 wrote: Jim -- Can you advise if there's a reason why you guys pay that much? Please don't read that as being sarcas...
If he only had 2 monuments to hold, I wonder how he decided which one had more error than the other. Also, I guess he thought his survey had no error.
I like the contours, I can't say this enough "a picture is worth a thousand words". I would state that the contours are for general topography only.
Kent McMillan, post: 423611, member: 3 wrote: Whatever it is, it should be safe to conclude that where the vertical section of the rod enters the grou...
