Continuously operating GNSS station or CORS site. Mark is unable to be physically occupied. Horizontal reference point is the centre of 5/8ö thread. The vertical reference is the plate at top of pillar. 0.055m spacer is between GNSS antenna reference point (ARP) and vertical reference plate (antenna height). For more information see http://www.linz.govt.nz/positionz
Mark type:
Forced Centering
Beacon type:
Pillar
Protection type:
No protection
MAINTENANCE RECORD
Date
Component
Condition
Description
04-Feb-2021
Mark
Reliably Placed
Surveyed on 4-Feb-2021
02-Feb-2021
Mark
Reliably Placed
Surveyed on 2-Feb-2021
02-Feb-2021
Mark
Reliably Placed
Surveyed on 2-Feb-2021
02-Feb-2021
Mark
Reliably Placed
Surveyed on 2-Feb-2021
28-Nov-2018
Mark
Reliably Placed
27-May-2015
Mark
Reliably Placed
LINZ CORS station
09-Mar-2015
Mark
Reliably Placed
Surveyed on 9-Mar-2015
09-Mar-2015
Mark
Reliably Placed
Surveyed on 9-Mar-2015
09-Mar-2015
Mark
Reliably Placed
Surveyed on 9-Mar-2015
09-Mar-2015
Mark
Reliably Placed
Surveyed on 9-Mar-2015
09-Mar-2015
Mark
Reliably Placed
Surveyed on 9-Mar-2015
09-Mar-2015
Mark
Reliably Placed
Surveyed on 9-Mar-2015
24-Feb-2015
Mark
Reliably Placed
14-Jun-2014
Mark
Reliably Placed
Surveyed on 14-Jun-2014
05-Jun-2014
Mark
Reliably Placed
08-Nov-2013
Mark
Reliably Placed
None
08-Nov-2013
Mark
Reliably Placed
None
08-Nov-2013
Mark
Reliably Placed
None
08-Nov-2013
Mark
Reliably Placed
Surveyed on 8-Nov-2013
08-Nov-2013
Beacon
Not Specified
None
08-Nov-2013
Beacon
Not Specified
None
08-Nov-2013
Protection
Not Specified
None
08-Nov-2013
Protection
Not Specified
None
24-May-2013
Mark
Reliably Placed
5/8 threaded rod in concrete pillar for Mt John Observatory. Occupied by continuous GPS antenna.