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Should I pull his corners?

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RADAR
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A few years ago, my client hired a surveyor to survey their 27 acre property for a subdivision. When the economy tanked, they decided to put it on hold and wait to see what would happen. They got preliminary plat approval and were getting pretty close.

The property has 3 dwellings that are occupied by family members and they want to now do a 4 lot subdivision (called a short plat in Washington), creating 3 smaller lots and 1 big one, that's now pasture, to be developed later.

The surveyor they hired to do the preliminary plat passed away last year and the family closed his business. He set the corners of the exterior boundary and some corners as directed by the client, but never filed a survey.

The corners that the client had him set are going to move so I will pull them and set mine where they want them; but should I pull his and set mine at the exterior points?

I personally don't think it would make any difference, either way. He was a good surveyor and I hit his corners well within acceptable tolerances. But thought I would ask for the sage advice of "The Beerleggers", because you never know, I could be wrong....;-)

TIA for all of your comments.

I hope everyone is having a great Sunday, I know I am!

Cheers,

RADAR


 
Posted : August 12, 2012 2:26 pm
jhframe
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I think I'd probably leave them, and note "found [whatever] tagged [other LS number], no record." He's beyond the reach of the Board at this point, so you're not going to get him in trouble for failing to file.


 
Posted : August 12, 2012 2:31 pm
holy-cow
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Would any of those monuments have been used by anyone other than the client over the years? If not, they mean nothing, so pull them without further concern. If they have , or may have been accepted by others as meaning something, that is a completely different story.


 
Posted : August 12, 2012 3:14 pm
DeletedUser
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“and I hit his corners well within acceptable tolerances.”

If that’s the case why go through the extra effort? Note them like Jim said.

Radar, yer jest a young ‘un ain’t you? 😉

Have a great week! B-)


 
Posted : August 12, 2012 3:37 pm
adamsurveyor
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> Would any of those monuments have been used by anyone other than the client over the years?

Other surveyors or not, don't you think they would be common corners to other properties? I say they stay. They are property corners set by a licensed surveyor . And you're accepting them (I presume) Who cares that the property didn't finish getting subdivided?


 
Posted : August 12, 2012 3:50 pm

RADAR
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> Radar, yer jest a young ‘un ain’t you? 😉
55 AND GETTING YOUNGER EVERY DAY....:snarky:

> Have a great week! B-)

I AM ON IT!!:-D


 
Posted : August 12, 2012 3:57 pm
a-harris
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I would never disturb or pull an existing monument that is stable and would last as long as the one to replace it.

It would be ok to upgrade to a better type of monument at any location if the client ask.

The monuments that will never be of record need to be removed.

Recently I surveyed a mess a few miles away from my house caused by erroneous monuments whose purpose were abandoned and not ever put on record. The confusion proved costly for everyone involved.


 
Posted : August 12, 2012 4:15 pm
Dave Ingram
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I'd ....

set your corner right next to his. Then we can all complain about the pin cushions next year. 🙂


 
Posted : August 12, 2012 4:30 pm
jhframe
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> The monuments that will never be of record need to be removed.

They'll be of record as soon as Radar files his map.


 
Posted : August 12, 2012 7:03 pm
spledeus
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i agree, keep the corners, reference the other surveyor
call it honoring a project he could not complete for reasons beyond his control


 
Posted : August 12, 2012 7:17 pm

RADAR
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> Diligence; keep looking even though you're right.

That's a dougie casement quote, feel free to use it, if you like....B-)

Edit-I reread my OP and I wasn't clear on my intent; I intend to honor his corners. I just wanted to see if someone would tell me to pull them and whyo.O

DING DING DING WE HAVE A WINNER! TELL HIM WHAT HE'S WON JOHNNY!!


 
Posted : August 12, 2012 7:20 pm
Kent McMillan
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> I personally don't think it would make any difference, either way. He was a good surveyor and I hit his corners well within acceptable tolerances.

I have no idea what "acceptable tolerances" means in Washington, but assuming that the problem isn't with the positions of the monuments but the lack of a record of their placement, I'd consider the nature of the monuments themselves. If they aren't as good as you'd install, I'd replace them with your own. If they are better than you'd set, I'd leave them.


 
Posted : August 12, 2012 7:22 pm
a-harris
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Why would Radar show the locations where he pulled monuments?


 
Posted : August 12, 2012 7:25 pm
don-blameuser
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"But I was so much older then...

...I'm younger than that now."

As a gravelly voiced wise man once said.
O.K., I'm not all that sold on the "wise" part, but that boy sure could turn a phrase.

Don


 
Posted : August 12, 2012 8:03 pm
paul-in-pa
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If You Have To File A Record On The Exterior...

...it should be per your corners.

If he is outside your survey. Take his caps off, pound them down out of sight, replace his caps and set your own.

If he is inside your survey, it may be better to honor it. You have a much greater burden to hold beond his pins.

You are responsible for your record survey.

Is someone has reason to locate the prior corners they still can.

Paul in PA


 
Posted : August 12, 2012 8:14 pm

Kent McMillan
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If You Have To File A Record On The Exterior...

> If he is outside your survey. Take his caps off, pound them down out of sight, replace his caps and set your own.
>
> [...]
>
> If someone has reason to locate the prior corners they still can.

I think that the premise was that the monuments placed by the deceased surveyor were not of record and presumably that means that Mssr. Casement has examined the records to see whether any other surveyor has filed a map or plan that showed the dead surveyor's markers.

The other premise of Mssr. Casement's situation was that he considers the monuments placed by the dead surveyor to mark the corners "within acceptable tolerances" in Washington and so he doesn't feel obliged to remove them simply because they weren't set sufficiently accurately.

So, what is left if Washington standards of practice don't preclude him from noting in the record of his work that he found certain monuments placed by the dead surveyor to correctly marking the corners in question? I think it's just the actual markers themselves, their permanence and stability. If they aren't very good, it would be a disservice not to remove them and substitute substantial, permanent markers as needed.


 
Posted : August 12, 2012 9:34 pm
jhframe
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If You Have To File A Record On The Exterior...

> If they aren't very good, it would be a disservice not to remove them and substitute substantial, permanent markers as needed.

In which case I'd change my note to "Found [two-bit rebar] tagged [other LS number], no record. Replaced with [super-duper monument] tagged [LS Radar]."


 
Posted : August 12, 2012 10:39 pm
TFF_rook
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Why is pulling monuments even a discussion on this board? Notes on the map can explain any unknown pedigree to any corner or monument found in place.


 
Posted : August 13, 2012 6:53 am
jph
 jph
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"The corners that the client had him set are going to move so I will pull them and set mine where they want them; but should I pull his and set mine at the exterior points?"

I can definitely see pulling the interior monuments, as they're going to change, and will serve no future purpose (except to confuse).

I don't see why you would consider messing with the perimeter monuments that he set, though. Unless he blew it, and they're into the abutter's land, leave them alone.


 
Posted : August 13, 2012 6:58 am
jbstahl
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:good:


 
Posted : August 13, 2012 7:31 am

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