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Mark Mayer
Mark Mayer
@mark-mayer
Member
Joined: July 21, 2010 9:32 am
Last seen: August 3, 2025 1:00 pm
Topics: 54 / Replies: 3317
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RE: Crazy weird weather....

Topped out at 115?ø in the Portland area today. I understand that is the highest temp ever recorded in this area. Commuter rail shut down, nobody on t...

5 years ago
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RE: Hub Guard or Hubguard

The BM being a square chiseled into it suggests to me that a hubguard must be made of stone or concrete. Possibly what we would call a bollard today?

5 years ago
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RE: What are the top 5 things a Survey Party Chief needs to know...

@ric-moore?ÿ Them: ƒ??whatareya surveying for?ƒ? Me: ƒ??$18.50 per hourƒ?

5 years ago
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RE: Civil 3D - 2D scale

1. Assuming that you are still at the coordinates stage my approach would be: ?ÿ ?ÿa) employ the scaling option in StarNet when outputting coordinate...

5 years ago
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RE: A useful tool

I carry and use one of those. Be careful how much prying you do with it. The steel is rather hard (like in a knife) and therefore somewhat brittle.?ÿ

5 years ago
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RE: Published Coordinates for Section Corners

@aliquot?ÿ If. Typically such standards state that such ties must be shown but are silent on just how they are done.?ÿ ?ÿ

5 years ago
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RE: Published Coordinates for Section Corners

@holy-cow?ÿ That is a different thing.

5 years ago
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RE: Published Coordinates for Section Corners

@holy-cow?ÿ In the scenario I laid out both Surveyor Olds and the County Surveyor have surveyed the same monuments at different times and got similar...

5 years ago
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RE: Published Coordinates for Section Corners

Consider this scenario - Surveyor Olds has surveyed a certain property and set monuments at the corners. His survey record, and the legal description ...

5 years ago
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RE: Civil 3D Point Description Coding

@field-dog?ÿ If the PC/PT point is not readily apparent it means that the curve is somewhat flat. Little is lost.?ÿ

5 years ago
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RE: Books on projections, coord systems

@stlsurveyor?ÿ I note that the course quite closely follows the format of the book.?ÿ ?ÿ

5 years ago
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RE: Civil 3D Point Description Coding

I use another metaphor for that effect. I instruct field crews to cheat into the curve a little where the PC and/or PT point are indistinct.?ÿ

5 years ago
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RE: Bearing Reference in Legal Descriptions

Make it easy for the next guy to come along to agree with you.?ÿ There is nothing wrong with leaving more than the absolute minimum of footsteps for t...

5 years ago
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RE: Why do you use OPUS

@ryancj31?ÿ My projects are typically sites for development and road development ranging in size from a portion of a city block to several city block...

5 years ago
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RE: Why do you use OPUS

A super simple workflow for putting your typical project control on the current realization of the NAD83 datum is to set up your base to collect data ...

5 years ago
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RE: TS16 vs TS13 vs S5 vs Geomax/Carlson zoom 90

@dmyhill All robotic guns have provision for collimation (ie. compensation adjustment). Immediately after collimation your gun, whatever brand, shoul...

5 years ago
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RE: Books on projections, coord systems

GPS for Land Surveyors , by Jan van Sickle

5 years ago
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RE: Survey Textbook Author Pile-On

I have often suggested on these pages that students of survey skip on buying the latest (expensive) editions of BC&LP and EPfBL and go for (used &...

5 years ago
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RE: Generic survey caps

I can't see that a rebar with a blank or generic messaged cap is any different, from a evidence perspective, from an uncapped rebar. All capped irons ...

5 years ago
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