GeoSurvey PH — Geodetic Computation Suite

Survey Projects Workspace

Projects are saved locally in this browser. No data is sent to any server.

Projects

0

Loaded Survey Points

0

Computed Area

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Active Project

None selected

Project Registry (saved on this PC)

Project Title	Survey Type	Grid Zone	Created	Action
No projects yet. Create your first project.

Survey Data Input & Validation

Choose the input that matches your data. Raw inputs are preserved and never overwritten by adjustments.

Upload CSV / TXT File

Or Paste Point Data (Pt, Northing, Easting, Elev, Desc)

Corner points must be listed in boundary order (clockwise or counter-clockwise). Coordinates are treated as PRS92 grid values of the active project's zone.

Validated Observation Register No data loaded

Point ID	Northing (Y)	Easting (X)	Elev (Z)	Description	Integrity Status
Awaiting coordinate import...

Start Northing (Pt 1)

Start Easting (Pt 1)

Observed Courses — one per line: Bearing, Distance (m)

Accepted bearing formats: N 45 30 20 E, N45-30-20E, S 10° 15' 30" W. For a closed traverse, list the courses in order around the boundary, returning to Point 1.

Observed Course Register (raw field data — preserved) No courses loaded

Course	Observed Bearing	Distance (m)	Latitude (ΔN)	Departure (ΔE)	Status
Awaiting course input...

COGO & Traverse Adjustment (Compass / Bowditch Rule)

Linear misclosure and adjustment require observed courses (Bearing + Distance input mode). Coordinates imported directly form a mathematically closed figure.

Linear Misclosure

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Relative Precision

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Perimeter

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Polygon Area (Shoelace)

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Traverse Course Computations

Line / Stations	Bearing	Distance (m)	Latitude (ΔN)	Departure (ΔE)
Provide survey data in Stage 2 to compute traverse courses.

Lot Data Computation (LDC) Schedule

Tabulation of boundary bearings, distances, and coordinates.

Line	Bearing	Distance (m)	Northing (Y)	Easting (X)
No computation data available. Provide survey data first.

Interactive Map (Visualization Only)

PRS92 grid coordinates are transformed to WGS84 via proj4 for display. The basemap is for orientation only and is not a cadastral boundary authority.

Cursor: Move over map canvas

Datum: PRS92 / Zone 3 (EPSG:3123) → WGS84

Technical Description — Draft Generator

Metes-and-bounds draft compiled strictly from the computed courses. For review, correction, and approval by the responsible Geodetic Engineer.

Lot No.

Survey Plan No.

Location

Tie Point (e.g. BLLM No. 1, Cad-262)

Tie Line Bearing (from tie point to corner 1)

Tie Line Distance (m)

GeoSurvey PH v3.0 Test Build