Carlson and Autocad LT at the moment. Why two different programs? Do you use Carlson strictly for calcs?

As a newbie to drafting I already know I am slow as molasses on a cold day. I'm certainly no expert with only six months of full-time drafting expe...

Glad you're discussing this. I'm currently researching some CCRs concerning a certain section line and its origin. Please note ORIGINAL SURVEY BY J....

You don't have to loop back if you begin the traverse with two GPS stations and end with two GPS stations. It's still a closed traverse.

I thought AI is supposed to cure this. This is going to be a big problem. We're going to let AI do the thinking for us. Contrary to old sci-fi movi...

What CAD software do you use?

@rich-leu I'm in Orlando, FL. Our 4" x 4" precast concrete monuments are only 24" long.

@norman-oklahoma No latitude and longitude, but SPCs. I like the source description, since I'm always looking to see how a position was derived.

@holy-cow Interesting. No sketch or location data.

BTW, none of the corner reports have ever been filed with the State or the County. I'm curious to see what a Kansas corner report looks like. Think...

@gary_g File successfully opened with Microsoft Excel.

@bstrand Zoom in a bit to the left of the pink pin flag. There’s a 4x4 CM with a N&D there. The disc does not bear the licensed business number ...

@holy-cow Thanks. Too much glass in the ground to take any chances.

When I did FDOT projects in the 90s our EFB software demanded a calibration check before we began collecting at the beginning of each day. I believe t...

@gary_g OK. Will try again later.

@gary_g The attached file isn't of a type recognized by my iPhone 13 or by my Windows 10 computer. Could you send a CSV, in PNEZD format, file? Than...

This transformation translates and rotates about pt. 2 so that the azimuth of 2-6 and 543-531 are the same. I translated and rotated about point 54...

@gary_g Will check when I break for lunch. I really appreciate your help with this.