GIS Data Catalog

Orthophoto Ground Control Locations and Image Error Calculations

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Summary


Use in orthorectification projects as ground control targets.

Description


Location of painted targets, as point features, used during aerial imagery photo acquisition.

Data comes from multiple sources, and various vintages.

Older vintage locations may not be visible in newer imagery, especially imagery greater than 1-foot resolution.

Locations contain x,y and z coordinates.


Layer information

Layer Name photo_control_point
Subject Category Survey
Title Orthophoto Ground Control Locations and Image Error Calculations
Feature Count 938
Feature Type Point
Next Update As needed
Spatial reference EPSG:2926
Control ID 742
Place Keywords Pacific NW, Washington State, King County, WA
Theme Keywords Aerial Imagery, Survey, Reference Grids, Imagerybasemapsearthcover
Supplemental Information

None


Table Preview


Attribute information

OBJECTID

From ESRI

Description

Internal feature number

Domain

Sequential unique whole numbers that are automatically generated.

SERIAL_ID

From King County

Description

Unique table record identifier (primary key)

Domain

102 to 290 by 1

NAME

From Data source

Description

Point identifier as provided by source

Domain

Alpha numeric name for point as provided by source

EASTING

From Data Source

Description

State Plane Easting (x) Coordinate

Domain

Floating point

NORTHING

From Data Source

Description

State Plane Northing (y) Coordinate

Domain

Floating point

ELEVATION

From Data Source

Description

Elevation of survey point in feet

Domain

0.00000000 to 2655.00000000 by

CONTROLSET

From King County

Description

Source of data

Domain

eCityGov_Bellevue - eCityGov Photo Project (Spring 2009) Bellevue area

eCityGov_Main - eCityGov Photo Project (Spring 2009) main project area

eCityGov_WHP - eCityGov Photo Project (Spring 2009)

eCityGov_WHP_2 - eCityGov Photo Project (Spring 2009)

Kingcounty_2002 - King County 2002 OrthoPhoto project

Kingcounty_2006 - King County 2006

NewControlB - 2010 iTen Associates - King County Orthophoto project

NovHillRoad_2007 - King County 2007 Novelty Hill Road Project

Rentrasta_2006 - King County 2006 Renton Road Project

Seattle - City of Seattle 2009 control set for Pictometry 2009 acquisition

DESCR

From Data Source

Description

Description of point

Domain

Description of point if available

TILE_ABBLC

From King County

Description

7500-foot tiling index identifier

Domain

row-column identifier for 7500-foot cell where point is located

X_09C100

From King County

Description

2009 Aerials Express CIR Project - easting

Domain

Floating point

Y_09C100

From King County

Description

2009 Aerials Express CIR Project - northing

Domain

Floating point

ST_09C100

From King County

Description

2009 Aerials Express CIR Project - point status

Domain

0 - Point not used as ground control or in error analysis

2 - Point held in blind and used in error analysis

PCX_09C100

From King County

Description

Photo value - Control value for easting for 2009 Aerials Express

Domain

Floating point

PCY_09C100

From King County

Description

Photo value - Control value for northing for 2009 Aerials Express

Domain

Floating point

ADX_09C100

From King County

Description

Absolute value in difference in x value for 2009 Aerials Express

Domain

Floating point

ADY_09C100

From King County

Description

Absolute value of difference in y value for 2009 Aerials Express

Domain

Floating point

ALL_09C100

From King County

Description

Sum of absolute x and absolute y for 2009 Aerials Express

Domain

Floating point

X_09N025

From King County

Description

2009 eCityGov NatColor Project - easting

Domain

Floating point

Y_09N025

From King County

Description

2009 eCityGov NatColor Project - northing

Domain

Floating point

ST_09N025

From King County

Description

2009 eCityGov NatColor Project - point status

Domain

1 - Point used as control in orthorectification and in error analysis

2 - Point held in blind for use in error analysis

0 - Point not found or used in analysis

PCX_09N025

From King County

Description

Photo value - Control value for easting value for 2009 eCity Gov

Domain

Floating point

PCY_09N025

From King County

Description

Photo value - Control value for y for 2009 eCity Gov

Domain

Floating point

ADX_09N025

From King County

Description

Absolute value of difference in x value for 2009 eCityGov

Domain

Floating point

ADY_09N025

From King County

Description

Absolute value of y difference for 2009 eCityGov

Domain

Floating point

ALL_09N025

From King County

Description

Sum of absolute x error and absolute y error for eCityGov

Domain

Floating point

ST_09N050

From King County

Description

2009 Pictometry Project - point status

Domain

0 - Point not found or not used in analysis

2 - Point held in blind (not used in orthorectification

X_09N050

From King County

Description

Easting value for position of control in image

Domain

Floating point

Y_09N050

From King County

Description

Northing value for position of control in image

Domain

Floating point

PCX_09N050

From King County

Description

Photo value - Control value for 2009 Pictometry

Domain

Floating point

PCY_09N050

From King County

Description

Photo value - Control value for 2009 Pictometry

Domain

Not Found

ADX_09N050

From King County

Description

Absolute value difference in x for 2009 Pictometry

Domain

Floating point

ADY_09N050

From King County

Description

Absolute value of y difference in 2009 Pictometry

Domain

Floating point

ALL_09N050

From King County

Description

Sum of absolute x error and absolute y error for 2009 Pictometry

Domain

Floating point

X_10N050

From King County

Description

2009 King County NatColor Project - easting

Domain

Floating point

Y_10N050

From King County

Description

2009 King County NatColor Project - northing

Domain

Floating point

ST_10N050

From King County

Description

2009 King County NatColor Project - status

Domain

0 - Point not used as control or in error analysis

1 - Point used as control in orthorectification and in error analysis

2 - Point held in blind and used only in error analysis

PCX_10N050

From King County

Description

Photo value - Control value for 2010 iTen

Domain

Floating point

PCY_10N050

From King County

Description

Photo value - Control value for y for 2010 iTen

Domain

Floating point

ADX_10N050

From King County

Description

Absolute value of difference of x value for 2010 iTen

Domain

Floating point

ADY_10N050

From King County

Description

Absolute value difference in y for 2010 iTen

Domain

Floating point

ALL_10N050

From King County

Description

Sum of absolute x error and absolute y error

Domain

Floating point

DESCRIPTION

No Source Noted

Description

Not Found

Domain

Not Found

VINTAGE

No Source Noted

Description

Not Found

Domain

Not Found

STATUS

No Source Noted

Description

Not Found

Domain

Not Found

PREMARK

No Source Noted

Description

Not Found

Domain

Not Found

ENTITYNAME

No Source Noted

Description

Not Found

Domain

Not Found

Shape

From ESRI

Description

Feature geometry.

Domain

Coordinates defining the features.


Contact information

Maintained by KCGIS Center
Primary KCGIS Center

giscenter@kingcounty.gov


Terms of Use

Summary


Use in orthorectification projects as ground control targets.

Description


Location of painted targets, as point features, used during aerial imagery photo acquisition.

Data comes from multiple sources, and various vintages.

Older vintage locations may not be visible in newer imagery, especially imagery greater than 1-foot resolution.

Locations contain x,y and z coordinates.


Contact information

Maintained by KCGIS Center
Primary KCGIS Center

giscenter@kingcounty.gov


Terms of use and copyright


Change history

12/6/2010

Additional items were added to store information about the evaluation of the control points relative to recent (past 2 year) orthophoto projects.

Each photo project contains information about the x,y coordinates as viewed on the imagery, the x,y offset as well as absolute values of offset in x and y and total x + y offset.

These latter values allow the offset (error) to be shown cartographically in a single attribute.

1/1/2009

Data from various sources was assembled into a common database schema.

Points were reviewed for visibility in 2007 and 2009 imagery.

Points not easily identified were removed from set.

For each new imagery project, a new suit of items is added: X_project_identifier, Y_project_identifier, and ST_project_identifier.

The ST_ item is encoded as to the use of the point in that project.

The master feature class is then copied to a new featurclass called photo_control_project_identifier.

The new featureclass is edited against the project imagery, with points valid for accuracy analysis moved to the location found on the imagery.

After all points are reviewed, the new X,Y location are added to the edited layer.

These new XY values are added to the appropriate project_identifier columns in the master control data spreadsheet.

A python routine is used to recreated the master control featureclasss with the updated values.

The XY survey values and the project_identifier XY values are exported to a spreadsheet for calculation of the RMS error.