Notifications
Clear all
double_proportion
@double_proportion
Registered
Joined: Apr 26, 2012
Topics: 0 / Replies: 7
Reply
RE: traverse closure question

With a traverse closure that bad I would investigate the source of the mis-closure prior to adjusting anything. One of three things is going on here, ...

6 years ago
Reply
RE: Ivy

3 years ago I needed a DOT pipe that ended up being 2 feet below grade, I was weeping a bit as I circled the bush, my DC showed my calc to be pretty m...

7 years ago
Reply
RE: Licensing Boards...argggggg

Jp7191, post: 380823, member: 1617 wrote: Could be worse. I have a friend who took the California LS test and got a letter of failure. He took off t...

8 years ago
Reply
RE: Practicing Without a License

Yeah bud, that's a no no, and a big one from what you said, those positions WILL be relied on as the corner/line, you need a Licensed practitioner ove...

10 years ago
Reply
RE: Are y'all taking pictures???

I generally run with "overhead plexiglass sewer line"!

12 years ago
Reply
RE: making sense of field data + a plat

if you regard the RR spike as 0.07 S and the found R&C as 0.07' NWell golly gee, 2 centimeters is about what I would expect from my RTK. So is the...

13 years ago
Reply
RE: Structural Engineer Files Survey Map (Arizona?)

Well golly gee, he must be right! His found pipes are exactley where I would proportion them to be, I can't measure that good, so when's we getting a ...

13 years ago