Here are the data from the survey plan:
TIE LINES from BLLM No. 3, PLS 561, to corner "1" of:
LOT ----------Bearing--------------------Distance
Boundary ----S 36deg 41min W ------11,641.21 meters
BOUNDARY:
LINE ----- BEARING ------------- DISTANCE
1-2 ------ N 37deg 58min E ----- 251.18 meters
2-3 ------ S 50deg 42min E ----- 199.73 meters
3-4 ------ S 38deg 28min W ----- 248.00 meters
4-1 ------ N 51deg 37min W ----- 197.58 meters
Obviously the map has 4 points. If only I can get the lat-long reading of point 1 so that I can readily verify "on field" if it did not overlap to adjacent lots. Additionally, if lat-long coordinates of point 1 is known, I can easily check on the other three points and determine its position thru Bearings describe in the title/map.
I only need the process on how to do this, but it there is an application or software to do this, much better.