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Mark Mayer
Mark Mayer
@mark-mayer
Free
Joined: July 21, 2010 9:32 am
Last seen: August 7, 2026 8:07 am
Topics: 54 / Replies: 3317
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RE: ALTA request for final survey

Until there is a lender there will be no need to certify to a title company either.

10 years ago
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RE: Good Morning

Jimmy Cleveland, post: 408633, member: 91 wrote: You can find the Elementary Surveying (Ghilani), older versions, on Abebooks and Albris for just a fe...

10 years ago
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RE: Help with tricky Control Network Setup?

You are looking to produce new control monuments with relative accuracies of 2mm. That is, relative to one another, and not relative to the remote pre...

10 years ago
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RE: Average Work Day

At the office 7am, almost always there until 5pm or later. I rarely take a "lunch hour". That's for office days. Sometimes do some work on the laptop ...

10 years ago
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RE: GPS job in Denali this summer. Posting closes February 2, 2017.

GISJoel_GetItSurveyed, post: 409203, member: 11867 wrote: ....Coastal Geodetic Service monuments... Umm..... Coast & Geodetic Survey monuments?

10 years ago
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RE: Hiper Lite

Evelyn, post: 409138, member: 63 wrote: I have a single HiperLite with GLONASS gathering dust. Sent you a PM.

10 years ago
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RE: What type of monument is it.

Williwaw, post: 408945, member: 7066 wrote: ......Appears to be a 2 1/4" iron/steel shaft with what appears to be a 1" I.P. either welded or cast into...

10 years ago
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RE: Trimble SCS900 vs Access

zammo, post: 409100, member: 9087 wrote: Is it just me or is it only really mean't for grade checking and what not on construction sites? It's not ju...

10 years ago
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RE: Help with tricky Control Network Setup?

First thing to consider is what sort of monuments you are going to install. No point in measuring to that degree of accuracy to monuments that aren't ...

10 years ago
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RE: I Dunno how many of you read the magazine P.O.B.

Rich., post: 409045, member: 10450 wrote: .. so an early to mid 50s average age doesn't seem that out of whack. Another thing to consider is that peo...

10 years ago
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RE: Traverse Adjustment in Carlson

Bow Tie Surveyor, post: 409038, member: 6939 wrote: Why is 778 and 779 control? They don't have to be. I just made 'em because their coordinates tran...

10 years ago
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RE: Traverse Adjustment in Carlson

StarNet listing report and plot. It ran with only a little trouble. Attached files 170113.lst.txt (28 KB) 

10 years ago
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RE: I Dunno how many of you read the magazine P.O.B.

Monte, post: 408896, member: 11913 wrote: we barely have old surveyors mentor young guys any longer, and so many skills, tips, tricks, and other old w...

10 years ago
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RE: Traverse Adjustment in Carlson

imaudigger, post: 408950, member: 7286 wrote: My office has a system of field books that goes back to the 1880's. It seems to have worked so far. Tha...

10 years ago
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RE: Traverse Adjustment in Carlson

imaudigger, post: 408929, member: 7286 wrote: I usually record the traverse and corner ties in a field book (which is entered into a database). The ra...

10 years ago
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RE: Professional Land Surveyors of Oregon Annual Conference

ppm, post: 408920, member: 6808 wrote: Hope it doesn't snow in PDX on Wednesday like it did Wednesday of this week!!! We should be knee deep in slush...

10 years ago
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RE: Traverse Adjustment in Carlson

The data in StarNet format: [PRE]# STAR*TDS Version 8.1.2.990# Copyright 2014 MicroSurvey Software Inc.# Input Field File : C:UsersTaylorDownloadsGREE...

10 years ago
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RE: Opus question

Phil Garcia, post: 408820, member: 301 wrote: Let me know what you think. The person might be an NGS geodisist, using the system for it's intended pu...

10 years ago
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RE: Brown, Boundary Control and Legal Principles (1st edition)

Tom Adams, post: 408760, member: 7285 wrote: I did notice, however that most of them said 1962, but one said "15th reprint". Dave Karoly, post: 40876...

10 years ago
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