Found this property corner; where is the point that I should tie?
That poster, RADAR; sure is a swell guy.
Here's the pic...
That poster, RADAR; sure is a swell guy.
It's looking at the face of a rockery, not looking down.
Sorry about any confusion...
That poster, RADAR; sure is a swell guy.
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What does the Record of Survey say about it? If nothing, that's reportable.
Mark Mayer, post: 441877, member: 424 wrote: What does the Record of Survey say about it? If nothing, that's reportable.
It says set rebar and cap; as part of the plat.
That poster, RADAR; sure is a swell guy.
douglascasementl, post: 441878, member: 11341 wrote: It says set rebar and cap; as part of the plat..
That's easy then. It's where you found it...;)
Perhaps when the rod man radioed for directions about setting it the party chief told him to stick it where the sun doesn't shine.
Occupy it and check it. Looks it could be off a few tenths! LOL!
The point in the cap would be my first shot and then I would take another shot to have the direction and angle the rod is driven into the rock formation and attempt to get a length of the rod.
In this area, there are several older post offices that have reference brass monuments mounted into the wall of the face of the building.
I thought that was the banana from your lunch.
you gotta move the rock/stone/boulder/mountain to figger it out 😉
Chris Bouffard, post: 441892, member: 12313 wrote: Occupy it and check it. Looks it could be off a few tenths! LOL!
Set a couple of offsets; proved the dimple is within an acceptable tolerance.
Dave Karoly, post: 441896, member: 94 wrote: I thought that was the banana from your lunch.
Frank Shelton, post: 441899, member: 272 wrote: you gotta move the rock/stone/boulder/mountain to figger it out 😉
Yes, a good surveyor realizes the importance of leaving a pile of rocks, intact, as much as possible; causing as little disturbance as possible to the patina.
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That poster, RADAR; sure is a swell guy.
