Survey Correction Tool

Tie Line

Monument / Reference Point

Monument Northing (N)

Monument Easting (E)

Bearing (Mon → POB)

° ' "

Distance (m)

N = — | E = —

Traverse Data Enter bearing and distance for each course

Starting Northing (N)

Starting Easting (E)

#	Bearing	Distance (m)	Delete

Traverse Computation — Transit Rule Adjustment

#	Bearing	Dist. (m)	Latitude	Departure	Corr. Lat	Corr. Dep	Adj. Northing	Adj. Easting

Total Distance —

Error in Latitude (eL) —

Error in Departure (eD) —

Linear Error —

                Precision Ratio
                —
            

                Total Area
                —
            

Station Coordinates

Station	Northing (N)	Easting (E)	Easting,Northing

Lot Drawing

Target Area Adjustment

Title / Desired Area (sqm)

Scale Factor: — Adjusted Area: — TD Unchanged: —

Technical Description Check — Input (Title) vs. Adjusted Coordinates · bearing to nearest minute · distance to centimeter

Compares your entered TD (title bearings & distances) against what the adjusted coordinates produce. Adjusted coordinates are computed directly from your input bearings/distances then scaled — so bearings always show ✓. Distances show ✓ when the target area is close to the area implied by your input TD.

Line	Input Bearing	Input Dist.	Adjusted Bearing	Adjusted Dist.	Bearing	Distance

Adjusted Coordinates — showing cm-level shifts per point

Point	Northing	Easting	ΔN (cm)	ΔE (cm)	E,N Combined

From Coordinates Paste Easting, Northing pairs — one per line

                    Total Area
                    —
                

Perimeter —

Station	Northing (N)	Easting (E)	Easting,Northing	Bearing to Next	Distance (m)

Technical Description

#	Line	Bearing	Distance (m)

Target Area Adjustment

Target Area (sqm)

Adjusted Technical Description

#	Line	Bearing	Distance (m)

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