Method of calibrating a total station using a GNSS device

1. A method of calibrating a total station using a GNSS device, said total station including a camera that is adjustable along horizontal and vertical axes with the angles being measured by encoders, wherein said GNSS device includes a communication antenna for receiving position data from a plurality of satellites, said method comprising:

physically coupling the total station with the GNSS device at a first location;

determining the position of the total station at the first location based on position data received by the GNSS device;

decoupling the total station from the GNSS device;

moving the GNSS device to a second location while leaving the total station at the first location;

determining the position of the GNSS device at the second location based on position data received by the GNSS device;

adjusting the position of the camera on the total station to image the GNSS device while at the second location;

determining the axes of the camera based on the orientation of the camera and the determined positions at the first and second locations; and

calibrating the encoders of the total station based on the determined axes.

2. The method of claim 1 , wherein the adjusting the position of the camera comprises repositioning, using one or more motors of the total station, the camera on the total station such that a sign placed on the GNSS device is within a field of view of the camera on the total station; and

determining an azimuth from the first location to the second location,

wherein the calibrating the encoders of the total station is based on the determined azimuth.

3. The method of claim 2 , wherein the sign placed on the GNSS device comprises a mark.

4. The method of claim 1 , wherein the method further includes:

receiving an input indicative of a user selection of calibrating a laser module of the total station and the camera on the total station;

responsive to receiving the input, automatically locating a point of an object using the camera on the total station;

after locating the point using the camera, recording an orientation of the camera;

automatically locating the point of the object using the laser module of the total station;

after locating the point using the laser module, recording an orientation of the laser module; and

calibrating an alignment between the camera and the laser module based on the recorded orientation of the camera and the recorded orientation of the laser module.

5. The method of claim 4 , wherein the object comprises a QR image.

6. The method of claim 4 , wherein automatically locating the point of the object using the camera of the total station comprises repositioning the camera such that the point of the object is at a center of a screen of the camera.

7. The method of claim 4 , wherein automatically locating the point of the object using the laser module of the total station comprises repositioning the laser module such that the point of the object coincides with a beam of the laser module.

8. The method of claim 1 , further comprising:

while moving the GNSS device to the second location, simultaneously tracking the GNSS device using the camera on the total station.

9. The method of claim 8 , wherein the simultaneously tracking the GNSS device using the camera on the total station comprises capturing image data of the GNSS device using the camera on the total station.

10. The method of claim 1 , further comprising:

while moving the GNSS device to the second location, transmitting image data captured by the camera on the total station to the GNSS device; and

displaying the image data on a display of the GNSS device.

11. The method of claim 1 , wherein the GNSS device includes a marker for recognition by image processing techniques on the total station.

12. The method of claim 1 , wherein the GNSS device is configured to be mounted on top of the total station.

13. The method of claim 1 , wherein the total station is configured to be mounted on top of a support structure.