Coordinate System Clause Samples

Coordinate System. The North American Datum of 1983 (NAD 83/93), Missouri East Zone, US Survey Feet, shall be used for the horizontal datum. The National American Vertical Datum of 1988 (NAVD 88), US Survey Feet, shall be used for the vertical datum. The City of Saint ▇▇▇▇▇▇▇ has developed a rather extensive Geodetic Control Network. These locations and coordinates can be obtained from the NGS National Geodetic Survey (NGS), National Spatial Reference System (NSRS) database. All GPS related projects shall reference these materials.
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Coordinate System. The base coordinate system used for all major Satellite element and segment mechanical interfaces shall be as shown in [**Redacted**], for example, Instrument to Spacecraft Bus and Satellite to Launch Vehicle. Other coordinate systems may be used as appropriate within elements and/or subsystems; [**Redacted**]. The relationships between the base coordinate system and other coordinate systems shall be explicitly shown in the appropriate documents (drawings, interface control documents, etc.).
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Coordinate System. All GIS data, unless otherwise specified, utilizes North American (horizontal) Datum 1983 (NAD83).
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Coordinate System. Submit GIS data to the COUNTY in a common projected coordinate system.
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Coordinate System. Select Any to load all basemap layers. Select Current to load only those basemap layers that use the same coordinate system as the current project. Select Not Set to load only those basemap layers that have no set coordinate system. You can let SOLO Forest search the entire contents of your data collector and automatically find basemap files by checking the box labeled Auto Find. Checking the Size Match box will search for only those basemap layers that are roughly the same size as the currently listed basemap files. To set specific folders that you wish SOLO Forest to search, tap on the Search Folders button. The Folder List screen will be displayed. Tap on the Add button to add a new folder to the search. Tap on the Remove button to remove the highlighted folder from the search. Check the box labeled Include Sub-Folders to include any sub- folders of the selected folders in the search. Tap the OK button to return to the Options screen. Once all of the search filter options have been set, tap the OK button to return to the Database page. Tap the Browse button to display a preview of the loaded basemap layers. The Basemap Layer Database Browser screen will be displayed. A preview of each loaded basemap layer will be displayed in the left side of this screen. Tap the arrow keys below the preview to toggle through the loaded layers. The coordinate system for the current layer will be displayed in the upper right corner. To find the path to the current layer, tap the Find button (if Auto Find has been checked in the Options screen, this step is not necessary). To add a layer to the list of layers in the Basemap Layer Control screen, tap the Add button. If the coordinate system and units information is not correct for this layer, you may delete the .BLI file where this data is stored by tapping the Delete button. Tap Cancel to return to the Database page. Tap the Delete button to delete the .BLI files for all of the loaded layers (the layers themselves will not be deleted). Tap the Set Units button to set the units for all of the loaded layers. Tap the Add to List button to add all of the loaded layers to the list of basemap layers displayed in the Basemap Layer Control screen. Tap the Set Coord Sys button to set the coordinate system for all the loaded layers. If you check the box labeled Create Previews, a preview for each layer will be created automatically when the layer is loaded. If you check the box labeled Set Coord Sys, each layer will be set to the c...
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Coordinate System. ‌ A. The survey control coordinate system must be in Universal Transverse Mercator and the control station coordinate values must be delivered in NAD83 - 3TM referenced to the 114 meridian as well as in NAD 83 CSRS format. B. Any Design prepared in ground coordinates must be converted from ground to grid coordinates for the Record Drawing submission, and ground to grid coordinate conversion factor(s) must be submitted to the City as part of the Design Data.
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Coordinate System. All geospatial data, unless specified otherwise, shall be in the Geographic Coordinate System: GCS_WGS_1984, Datum: D_WGS_1984.
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Coordinate System. State Plane NAD1983 (Ft) Washington South FIPS 4602
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Coordinate System. All orthoimagery and related products shall be delivered in the current Vermont State Plane Coordinate System (State Plane Meters NAD83-2011, EPSG:6589). NOTE: The National Geodetic Survey (NGS) is expected to release a new State Plane Coordinate System for Vermont in 2022 (SPCS2022), built upon the new National Spatial Reference System (NSRS) of 2022 and its associated North American Terrestrial Reference Frame (NATRF2022). As a result, the Contractor shall be prepared to shift to delivering all orthoimagery and products to the new SPCS2022 once it becomes available.
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Related to Coordinate System

  • Scheduling i) The designated employer will provide the employee with their schedule of shifts in accordance with the collective agreement for both homes. [Insert the split/sharing of shift numbers here] Similarly, the employee will submit all requests for time off including vacation to the designated employer in accordance with the collective agreement. ii) Posted schedules will include home identification. An employee will only be scheduled in one home per shift. iii) Overtime payment and other premiums will be in accordance with the collective agreement of the designated employer. iv) Weekends off, consecutive work days and all other scheduling provisions will be in accordance with the collective agreement at the designated employer.

  • Coordination The Developer and Connecting Transmission Owner shall confer regularly to coordinate the planning, scheduling and performance of preventive and corrective maintenance on the Large Generating Facility and the Attachment Facilities. The Developer and Connecting Transmission Owner shall keep NYISO fully informed of the preventive and corrective maintenance that is planned, and shall schedule all such maintenance in accordance with NYISO procedures.

  • Coordinators The contractor shall assign coordinators as needed to coordinate At-Sea Monitor deployment and provide At-Sea Monitor support services. The coordinator shall be designated as key personnel under this contract (per section H.

  • Project Management Plan Developer is responsible for all quality assurance and quality control activities necessary to manage the Work, including the Utility Adjustment Work. Developer shall undertake all aspects of quality assurance and quality control for the Project and Work in accordance with the approved Project Management Plan and

  • Project Managers The JBE’s project manager is: [Insert name]. The JBE may change its project manager at any time upon notice to Contractor without need for an amendment to this Agreement. Contractor’s project manager is: [Insert name]. Subject to written approval by the JBE, Contractor may change its project manager without need for an amendment to this Agreement.