Here are the data from the survey plan:
TIE LINES from BLLM No. 3, PLS 561, to corner "1" of:
LOT BEARING DISTANCEBoundary S 36deg 41min W 11,641.21 meters
BOUNDARYLINE BEARING DISTANCE1-2 N 37deg 58min E 251.18 meters2-3 S 50deg 42min E 199.73 meters3-4 S 38deg 28min W 248.00 meters4-1 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. Thank you.
أكثر...
TIE LINES from BLLM No. 3, PLS 561, to corner "1" of:
LOT BEARING DISTANCEBoundary S 36deg 41min W 11,641.21 meters
BOUNDARYLINE BEARING DISTANCE1-2 N 37deg 58min E 251.18 meters2-3 S 50deg 42min E 199.73 meters3-4 S 38deg 28min W 248.00 meters4-1 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. Thank you.
أكثر...