-
Transition of reference frames LV03 - LV95: Displacement vectors at TSP1 poin...
The displacement vectors of the pass points (TSP1) point from LV03 to LV95 and therefore in the direction and absolute value of the local rectification (infobox).
- SERVICE
- WMS
- API
-
Transition of reference frames LV03 - LV95: Triangular network (CHENyx06 and ...
The triangular network of the national survey (FINELTRA-LV) was completed in the 90's and has permitted to transform geodata from LV03 to LV95 and vice versa with an accuracy of...
- SERVICE
- ZIP
- WMS
- HTML
- API
-
Transition of reference frames LV03 - LV95: Displacement vectors at TSP1 poin...
The displacement vectors of the pass points (TSP2) point from LV03 to LV95 and therefore in the direction and absolute value of the local rectification (infobox).
- SERVICE
- ZIP
- API
-
Transition of reference frames LV03 - LV95: Displacement vectors at TSP1 poin...
The displacement vectors of the pass points (TSP2) point from LV03 to LV95 and therefore in the direction and absolute value of the local rectification (infobox).
- SERVICE
- ZIP
- API
-
Transition of reference frames LV03 - LV95: Displacement vectors at TSP1 poin...
The displacement vectors of the pass points (TSP1) point from LV03 to LV95 and therefore in the direction and absolute value of the local rectification (infobox).
- SERVICE
- WMS
- API
-
Transition of reference frames LV03 - LV95: Triangular network (CHENyx06 and ...
The triangular network of the national survey (FINELTRA-LV) was completed in the 90's and has permitted to transform geodata from LV03 to LV95 and vice versa with an accuracy of...
- SERVICE
- ZIP
- WMS
- HTML
- API
-
Planimetric control Points LFP1 (National Survey)
All spatial data is based on measurement points. It is recommended to use the so-called fixed control points for all technical works which need reliable and accurate position me...
- SERVICE
- API