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john-putnam
john-putnam
@john-putnam
Member
Joined: February 4, 2011 9:44 am
Last seen: June 5, 2026 5:31 pm
Topics: 81 / Replies: 2352
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RE: How to do a topo for a Specific Contour Interval

@field-dog If you don't have a topo foot, consider taping a cap to the bottom of the point when taking ground shots. That should stop the point fr...

10 months ago
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RE: How to do a topo for a Specific Contour Interval

@bstrand The random points are points not used in the DTM creation. By definition, any of the points used in the DTM will fit the DTM perfectly. ...

10 months ago
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RE: How to do a topo for a Specific Contour Interval

@gary_g And before it is cleared of brush undoubtably.

10 months ago
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RE: APWA Utility Colors

Years ago, I was taught that the APWA colors were chosen to signify the danger level of hitting the utility. I'm not sure how true that is but it mak...

10 months ago
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RE: Leica Infinity _ consolidate (Merge) 2 GNSS static sessions

Hey Mohammad, I'm not exactly sure what you are referring to by consolidation report. I you are looking for and averaged or adjusted coordinate base...

10 months ago
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RE: Radial Bearings - PC to Radius Point or Radius Point to PC?

I just finished up a design survey where an adjacent survey has the most screwed up centerline curves I've seen in years. The survey shows 4 curves a...

10 months ago
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RE: Radial Bearings - PC to Radius Point or Radius Point to PC?

@norman-oklahoma I take offense to the 'old' statement 😀. I still use concave around here (convex if I want to be mischievous). If the la...

10 months ago
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RE: leica Tps1200 applications v5 61 download

Here is a link to 5.62, the oldest I have archived. Good luck. TPS 1220

10 months ago
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RE: Radial Bearings - PC to Radius Point or Radius Point to PC?

I'm not sure it matters as long as you identify the direction of the curve. if you know the curve is concave the SW and the radial lines bearing is to...

10 months ago
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RE: What's the weirdest thing found while surveying?

A covered bridge. Right of school I was thrown on a crew doing a design survey for a large commercial park. The place consisted of acres and acres o...

10 months ago
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RE: Tribrach Level Bubble Calibration

And you are still using said tribraches?

10 months ago
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RE: Fun with aliquot parts in PLSSia

You have to love title companies and their deeds. I just finished up on a property line adjustment. I had sent the title company review copies of th...

10 months ago
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RE: Prism Pole Calibration Using a Tribrach

Thanks for the tip BC, almost 40 years into this profession and had never seen this. I will say that it probably won't work for the vertically challe...

10 months ago
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RE: Demarcating Control Points

@norman-oklahoma Berntsen make a magnet the fits below the plug when you use the countersunk bit, the really make them sing. In addition to settin...

10 months ago
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RE: Localizing to Find Boundary Corners

First I'll preference this by saying that I rarely use localization/transformations/calibration for boundary searches, I prefer to translate and rotat...

10 months ago
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RE: Topographic Survey Requirements in WA

@wa-id-surveyor You can find them occasionally in Oregon (mostly Multnomah County) but they are from the 1950's or earlier. Most likely from offic...

11 months ago
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RE: Topographic Survey Requirements in WA

I can understand not needing a boarder if you are just handing the data off to your internal engineers. I know for the certain that most of my extern...

11 months ago
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RE: Topographic Survey Requirements in WA

@wa-id-surveyor Including metadata in professional work is essential. While design clients might not always need it, adding a border with notes to ...

11 months ago
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RE: Todays office

Just have to ask. Is that a radio antenna in your back pocket or are you just happy to see us?

11 months ago
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RE: Mapping Negligence

@james-fleming I can see your point. My two concerns are the number of survey monuments being wiped out without any thought and the lack of though...

11 months ago
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