Identification Information
Data Quality Information
Spatial Data Organization Information
Spatial Reference Information
Entity and Attribute Information
Distribution Information
Metadata Reference Information
Citation:
Citation_Information:
Originator: SURVEY SURVEYS CONSERVATION MANITOBA
Publication_Date: 20000406
Title: MANITOBA SPATIAL REFERENCE NETWORK
Edition: 1.O
Geospatial_Data_Presentation_Form: Map
Publication_Information:
Publication_Place: WINNIPEG, MB
Publisher: SURVEY SERVICES BR, CONSERVATION MANITOBA
Other_Citation_Details:
Online_Linkage:
Larger_Work_Citation:
Citation_Information:
Originator:
Publication_Date:
Title:
Publication_Information:
Publication_Place:
Publisher:
Online_Linkage:
Description:
Abstract:
A GPS network of 180 stations that form an integral part of the Canadian Spatial Reference System (CSRS).
This network is the primary level of the Manitoba Spatial Reference Network (MSRN) with the Manitoba
Control Survey Network (MGSN) of the previous GPS, Inertial (ISS), Doppler, Triangulation Aerodist and
Traverse Surveys forming the secondary level.
The average spacing is on a 40-kilometre grid south of 52 degrees latitude on the West Side of Lake
Winnipeg and 51 degrees on the East Side of the Lake. A linear spacing of approximately 40 kilometers is
used north of the above mentioned latitudes along Provincial Highways and Public Roads.
All horizontal coordinate values will be related to NAD83 (CSRS'98) publication and all Vertical values
orthometric heights) will be related to the CGVD28 using GSD Geoid'95 geoid model.
Purpose:
To provide an accurate and reliable provincial control network of survey monuments that will allow full
integration of survey work into the Canadian Spatial Reference System (CSRS).
Supplemental_Information:
Time_Period_of_Content:
Time_Period_Information:
Range_of_Dates/Times:
Beginning_Date: 1986
Ending_Date: 1997
Currentness_Reference:
Status:
Progress: Completion October 13, 2000
Maintenance_and_Update_Frequency: Continually
Spatial_Domain:
Bounding_Coordinates:
West_Bounding_Coordinate: -102.0949
East_Bounding_Coordinate: -93.5780
North_Bounding_Coordinate: 57.1102
South_Bounding_Coordinate: 48.9140
Keywords:
Theme:
Theme_Keyword_Thesaurus: None
Theme_Keyword: GPS
Theme_Keyword: geodetic
Theme_Keyword: co-ordinates
Theme_Keyword: GIS
Theme_Keyword: spatial
Theme_Keyword: position
Theme_Keyword: horizontal
Theme_Keyword: vertical
Place:
Place_Keyword_Thesaurus: None
Place_Keyword: Manitoba
Place_Keyword: Canada
Access_Constraints:
Use_Constraints:
Point_of_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Survey Services Branch, Manitoba
Contact_Person: John Mclean
Contact_Position: Manager Survey Information Centre
Contact_Address:
Address_Type: mailing and physical address
Address: 1007 Century Street
City: Winnipeg
State_or_Province: Manitoba
Postal_Code: R3H 0W4
Country: Canada
Contact_Voice_Telephone: 204-945-2747
Contact_Facsimile_Telephone: 204-945-1365
Contact_Electronic_Mail_Address: surveyinfo@gov.mb.ca
Hours_of_Service: 8:00 A.M. to 4:00 P.M. cst
Native_Data_Set_Environment:
ArcView version 3.1 shapefile format
c:\autocad static drawings\arcview\control\msrn publid.shp
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Attribute_Accuracy:
Attribute_Accuracy_Report:
Attribute values are measured positions, either geodetic or
utm. Station names
are assigned based on year surveyed i.e. 95rxxx for 1995.
Logical_Consistency_Report:
All points are unique and have been checked for duplicates.
Completeness_Report:
Data has been checked for omissions.
Positional_Accuracy:
Horizontal_Positional_Accuracy:
Horizontal_Positional_Accuracy_Report:
Horizontal accuracy on co-ordinate values is plus or minus
2cm. The points were measured by GPS and the resulting network was
adjusted using least squares. The accepted residuals are usually
1.0cm per point.
The network is constrained to a known epoch and datum such as CSRS98.
The absolute accuracy is reliant on the adjustment on which
the data is constrained.
Vertical_Positional_Accuracy:
Vertical_Positional_Accuracy_Report:
The vertical data was measured using 2 methods and the
accuracy is dependant on method. Spirit elevations are
measured by conventional methods using a spirit level and
conforming to the specifications and recommendations for
control surveys and survey markers (1978). The minimum
accepted order is third (+- 24mm * sq. rt. dist.). Gps
derived elevations are based on vertical differences
measured by GPS using GSD'95 Geoid Model. During the free adjustment
1 or 2 points are fixed to known geodetic values and the values
are checked to other known geodetic values. The residuals are
usually as good as or better than the minimum accepted
third order specifications as described above. A fixed adjustment
that holds all known values fixed.
Lineage:
Source_Information:
Source_Citation:
Citation_Information:
Originator:
Publication_Date: 20000406
Title: MANITOBA SPATIAL REFERENCE NETWORK
Edition: 1.O
Geospatial_Data_Presentation_Form: map
Publication_Information:
Publication_Place: WINNIPEG, MB
Publisher: SURVEY SERVICES BR, CONSERVATION MANITOBA
Other_Citation_Details:
Online_Linkage:
Larger_Work_Citation:
Citation_Information:
Originator:
Publication_Date:
Title:
Publication_Information:
Publication_Place:
Publisher:
Online_Linkage:
Source_Scale_Denominator:
Type_of_Source_Media: digital
Source_Time_Period_of_Content:
Time_Period_Information:
Range_of_Dates/Times:
Beginning_Date: 1986
Ending_Date: 1997
Source_Currentness_Reference: Publication date
Source_Citation_Abbreviation:
Source_Contribution:
Process_Step:
Process_Description:
Data points were identified on the ground that provided
good aerial view and allowed GPS receivers to have a good
horizon for satellites. These points were measured by GPS
equipment and methods and the resulting data was checked
for completeness and accuracy. A free adjustment is run to
determine the network accuracy and points that have
residuals of greater than 2cm are either dropped or
re-measured. The data is then fixed to a known datum and
adjustment (CSRS98).
Source_Used_Citation_Abbreviation:
Process_Date:
Source_Produced_Citation_Abbreviation:
Process_Contact:
Contact_Information:
Contact_Person_Primary:
Contact_Organization: Survey Services Branch, Manitoba
Contact_Person: John Mclean
Contact_Position: Manager Survey Information Centre
Contact_Address:
Address_Type: mailing and physical address
Address: 1007 Century Street
City: Winnipeg
State_or_Province: Manitoba
Postal_Code: R3H 0W4
Country: Canada
Contact_Voice_Telephone: 204-945-2747
Contact_Facsimile_Telephone: 204-945-1365
Contact_Electronic_Mail_Address: surveyinfo@gov.mb.ca
Hours_of_Service: 8:00 A.M. to 4:00 P.M. cst
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Direct_Spatial_Reference_Method: Point
Point_and_Vector_Object_Information:
SDTS_Terms_Description:
SDTS_Point_and_Vector_Object_Type: Point
Point_and_Vector_Object_Count: 1727
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Horizontal_Coordinate_System_Definition:
Planar:
Grid_Coordinate_System:
Grid_Coordinate_System_Name: Universal Transverse Mercator
Universal_Transverse_Mercator:
UTM_Zone_Number: 14
Transverse_Mercator:
Scale_Factor_at_Central_Meridian: 0.999600
Longitude_of_Central_Meridian: -99.000000
Latitude_of_Projection_Origin: 0.000000
False_Easting: 500000.000000
False_Northing: 0.000000
Planar_Coordinate_Information:
Planar_Coordinate_Encoding_Method: Row and column
Coordinate_Representation:
Abscissa_Resolution:
Ordinate_Resolution:
Planar_Distance_Units:
Geodetic_Model:
Horizontal_Datum_Name: North American Datum of 1983
Ellipsoid_Name: GRS 80
Semi-major_Axis: 6378137.0000000
Denominator_of_Flattening_Ratio: 298.26
Vertical_Coordinate_System_Definition:
Altitude_System_Definition:
Altitude_Datum_Name: National Geodetic Vertical Datum of 1929
Altitude_Resolution:
Altitude_Distance_Units:
Altitude_Encoding_Method: Implicit co-ordinate
Depth_System_Definition:
Depth_Datum_Name:
Depth_Resolution:
Depth_Distance_Units:
Depth_Encoding_Method:
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Overview_Description:
Entity_and_Attribute_Overview:
Point data represents control survey markers that have been
measured by Gobal Positioning Systems equipment and
referenced to the North American Datum 1983 (NAD83).
The attribute data contains 4 distinct attribute fields being
the 1. Epoch - The adjustment name representing a dataset based
on a fixed point in time.
2.Datum_h - The horizontal geodetic reference datum.
3.Network - The specific sub-network within the dataset each
containing their own specific accuracy statements.
4. Station_h - The unique identifier for control points.
Entity_and_Attribute_Detail_Citation:
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Distributor:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Survey Services Branch, Manitoba
Contact_Person: John Mclean
Contact_Position: Manager Survey Information Centre
Contact_Address:
Address_Type: mailing and physical address
Address: 1007 Century Street
City: Winnipeg
State_or_Province: Manitoba
Postal_Code: R3H 0W4
Country: Canada
Contact_Voice_Telephone: 204-945-2747
Contact_Facsimile_Telephone: 204-945-1365
Contact_Electronic_Mail_Address: surveyinfo@gov.mb.ca
Hours_of_Service: 8:00 A.M. to 4:00 P.M. cst
Resource_Description:
Distribution_Liability:
Standard_Order_Process:
Non-Digital_Form:
Data may be in hardcopy report form along with a
description and sketch of the monument location and may be
faxed or mailed. It may also be e-mailed
in RTF format along with a scanned image of the description
and sketch.
Fees:
Ordering_Instructions:
Phone Survey Surveys Branch, Manitoba Conservation.
Contact Manager of Survey Information .
E-mail survey information centre.
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Metadata_Date: April 10, 2000
Metadata_Review_Date:
Metadata_Contact:
Contact_Information:
Contact_Organization_Primary:
Contact_Organization: Survey Services Branch, Manitoba
Contact_Person: John Mclean
Contact_Position: Manager Survey Information Centre
Contact_Address:
Address_Type: Mailing and physical address
Address: 1007 Century Street
City: Winnipeg
State_or_Province: Manitoba
Postal_Code: R3H 0W4
Country: Canada
Contact_Voice_Telephone: 204-945-2747
Contact_Facsimile_Telephone: 204-945-1365
Contact_Electronic_Mail_Address: surveyinfo@gov.mb.ca
Hours_of_Service: 8:00 A.M. to 4:00 P.M. cst
Metadata_Standard_Name: FGDC CSDGM
Metadata_Standard_Version: FGDC-STD-001-1998
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