I call 481 a search point. 1360 is a found monument. If you do a one point calibration the whole job will move to that point and you can continue searching corners. When you find a second monument you calibrate to it and the entire project is rotated to the calculated positions basis of bearing. You continue searching monuments using the Stakeout routine for the calculated positions. You're now matched up with GPS positions and the old survey.?ÿ
As I understand your method, you would have to recalculate new search positions using your one found monument. Plus how do you ever calculate a somewhat close geographic location from an old metes and bounds survey?
Skeeter,
I understand what YOU are doing, and I have no problem with it. That method apparently works for YOU, and that is what counts.
What I don't understand, is your "apparent" inability to link a given "corner" to a NAD83(2011) Lat/Lon?ÿ(within reason) BEFORE you actually occupy IT. You must have some idea where it is on Planet Earth before you leave the office, otherwise you wouldn't know which way to turn out of the parking lot.
What am I missing?
Loyal?ÿ