DNVK: Maintenance history

MARK IDENTIFICATION

Code:   DNVK
Name:   Dannevirke
Alternatives:   50224M001
Country:   New Zealand
Land District:   Hawkes Bay
Topo50 map ref:   BM36 691 343

MARK DETAILS

Last maintained:   22-Mar-2023
Maintenance level:  
Mark condition:   Reliably Placed
Description:   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:   Other
Beacon type:   Pillar
Protection type:   Post & rail enclosure

MAINTENANCE RECORD

Date      Component      Condition      Description
22-Mar-2023    Mark    Reliably Placed    Surveyed on 22-Mar-2023
22-Mar-2023    Mark    Reliably Placed    Surveyed on 22-Mar-2023
20-Jun-2022    Mark    Reliably Placed    Surveyed on 20-Jun-2022
24-Feb-2022    Mark    Reliably Placed   
02-Feb-2022    Mark    Reliably Placed    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
27-Feb-2019    Mark    Reliably Placed   
15-May-2018    Mark    Reliably Placed   
15-May-2018    Mark    Reliably Placed   
15-May-2018    Mark    Reliably Placed   
15-May-2018    Mark    Reliably Placed   
03-Apr-2018    Mark    Reliably Placed    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
06-Sep-2017    Mark    Reliably Placed   
19-Jun-2017    Mark    Reliably Placed   
21-Feb-2017    Mark    Reliably Placed    Surveyed on 21-Feb-2017
21-Feb-2017    Mark    Reliably Placed    Surveyed on 21-Feb-2017
21-Feb-2017    Mark    Reliably Placed    Surveyed on 21-Feb-2017
21-Feb-2017    Mark    Reliably Placed    Surveyed on 21-Feb-2017
21-Feb-2017    Mark    Reliably Placed    Surveyed on 21-Feb-2017
26-Jul-2016    Mark    Reliably Placed    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
02-Feb-2016    Mark    Reliably Placed   
07-Oct-2015    Mark    Reliably Placed   
18-Aug-2015    Mark    Reliably Placed    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
26-May-2015    Mark    Reliably Placed    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
11-Feb-2015    Mark    Reliably Placed    Surveyed on 11-Feb-2015
11-Feb-2015    Mark    Reliably Placed    Surveyed on 11-Feb-2015
11-Feb-2015    Mark    Reliably Placed    Surveyed on 11-Feb-2015
23-May-2014    Mark    Reliably Placed   
25-Jul-2013    Mark    Reliably Placed   
12-Jun-2013    Mark    Reliably Placed   
22-Apr-2013    Mark    Reliably Placed   
15-Aug-2012    Mark    Reliably Placed   
10-Feb-2012    Mark    Reliably Placed   
22-Aug-2011    Mark    Reliably Placed   
31-Mar-2011    Mark    Reliably Placed    None
31-Mar-2011    Mark    Reliably Placed    None
31-Mar-2011    Mark    Reliably Placed    Surveyed on 31-Mar-2011
31-Mar-2011    Mark    Reliably Placed    None
31-Mar-2011    Beacon    Not Specified    None
31-Mar-2011    Beacon    Not Specified    None
31-Mar-2011    Protection    Not Specified    None
31-Mar-2011    Protection    Not Specified    None
05-Mar-2011    Mark    Reliably Placed    Surveyed on 5-Mar-2011
15-Dec-2010    Mark    Reliably Placed    Surveyed on 15-Dec-2010
19-Nov-2009    Mark    Reliably Placed    Surveyed on 19-Nov-2009
19-Nov-2009    Mark    Reliably Placed    Surveyed on 19-Nov-2009
19-Nov-2009    Mark    Reliably Placed    Surveyed on 19-Nov-2009
25-Mar-2009    Mark    Reliably Placed    Surveyed on 25-Mar-2009
04-Feb-2008    Mark    Reliably Placed    Surveyed on 4-Feb-2008
26-Mar-2007    Mark    Reliably Placed    Surveyed on 26-Mar-2007
14-Mar-2007    Mark    Reliably Placed   
30-Mar-2006    Mark    Reliably Placed    Permanent GPS Tracking Station. Threaded pin in concrete pillar.
28-Mar-2006    Mark    Reliably Placed    Surveyed on 28-Mar-2006
25-Apr-2005    Mark    Reliably Placed    Surveyed on 25-Apr-2005
11-Nov-2004    Mark    Reliably Placed    Surveyed on 11-Nov-2004
22-Feb-2004    Mark    Reliably Placed    Surveyed on 22-Feb-2004
15-Jan-2004    Mark    Reliably Placed    Surveyed on 15-Jan-2004
27-Jan-2003    Mark    Not Specified   
17-Dec-2002    Mark    Not Specified   
23-Jun-2002    Mark    Reliably Placed    Surveyed on 23-Jun-2002
Report created on 3-May-2025    © Copyright: Land Information New Zealand
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