Right of Way Plat and Commissioner's Graphic Order - Raster Image File Footprints

This page last updated: 12/16/2014
Metadata created using Minnesota Geographic Metadata Guidelines


Go to Section:
1. Overview
2. Data Quality
3. Data Organization
4. Coordinate System
5. Attributes
6. Distribution - Get Data
7. Metadata Reference

Section 1 Overview
Originator Minnesota Department of Transportation, Office of Land Management
Title Right of Way Plat and Commissioner's Graphic Order - Raster Image File Footprints
Abstract The Right of Way Plat and Commissioner's Graphic Orders footprints layer is a statewide data set. The footprints are constructed from the scanned right of way plat images (raster data) that were georeferenced using the Department of Natural Resource's Control Point Generated Public Land Survey Coverage (vector data), MnDOT's Statewide Basemap (vector data), and other reference data sets as necessary to support the positioning of the images.
Purpose The data set was created to enhance the accessibility to right of way plats by enabling the use of spatial indexing tools. Georeferencing right of way plats is helping to assist the transition toward a more automated land information system. Footprints are created to represent the extent of the Plats and have the advantage of shortening load time.
Time Period of Content Date Continuous
Currentness Reference The highway right of way plat and graphic commissioner's order documents are used as the basis for the footprints. The outer border of the document's electronic file image defines the footprint's shape. MnDOT's Office of Land Management LIS & Right of Way Mapping Unit intermittently geo-references and footprints batches of these documents and they become finalized by the Office's Platting Unit. This collection may not include recently completed plat or order footprints and is dependent upon work schedules and the available resources that are required to update the data set. For a current plat or graphic order listing see Contact Person Information in this document.
Progress In work
Maintenance and Update Frequency As needed
Spatial Extent of Data Statewide
Bounding Coordinates -97.5
-89.0
49.5
43.0
Place Keywords County, Section, Township, Range, Minnesota, Control Section, Minnesota State Highway
Theme Keywords MnDOT Right of Way Plat, Trunk Highway, Parcel, Minnesota State Highway, Transportation, Roads, Commissioner's orders, Graphic orders, Highway Right of Way, State Highway, US Highway, Interstate Highway, Statewide_PLAT_FP(feature class name)
Theme Keyword Thesaurus
Access Constraints USE OF THIS DOCUMENT IS SUBJECT TO MNDOT'S DISCLAIMERS, LEGAL NOTICES AND POLICIES FOUND @ http://www.dot.state.mn.us/information/disclaimer.html
Use Constraints USE OF THIS DOCUMENT IS SUBJECT TO MNDOT'S DISCLAIMERS, LEGAL NOTICES AND POLICIES FOUND @ http://www.dot.state.mn.us/information/disclaimer.html
Contact Person Information Ralph Spude, Engineering Specialist
MN Department of Transportation, Office of Land Management
395 John Ireland Blvd., M.S. 643
St. Paul, MN  55155
Phone: 651-366-3505
Fax: 651-366-3450
Email: Ralph.Spude@state.mn.us
Browse Graphic None available
Associated Data Sets Right of Way Map - Raster Image Files
Right of Way Map - Raster Image File Footprints
Right of Way Map - Vector (CAD) Files
Right of Way Map - Vector (CAD) File Footprints
Original Highway Right of Way Plat Maps
Commissioner's Orders
Control Point Generated Public Land Survey

Section 2 Data Quality
Attribute Accuracy Attributes programmatically generated include: OBJECTID, ID, PERIMETER, FILE_NAME, SHEET_NUMBER, SHAPE, SHAPE_AREA, and SHAPE_FILE. The following attributes are created by a combination of hand entry and copied by cut and paste from the existing database record for the map involved: ROLL_NUMBER, SHEET_NUMBER, COUNTY_NUM, SPLIT_SHEET, COUNTY_SRING, and IMAGE_PATH.
Logical Consistency Polygons for footprint representations are created using a fully automated process to ensure 100% polygon closure. The plat and graphic order images are geo-referenced using the Plat_Update_9.3.mxd program followed by the XX_RollShape.py script to automatically generate the polygon based on the physical extent of the map image file. The Scan_ReadTFW_10.mxd program is used next to load the created polygon to ArcMap for appending to the Statewide_RW_FP data set. Foot-print labeling is directly passed from the attribute table entries. In rare instances due to unique properties of a particular map's content the geo-referencing may be handled in a manually where insufficient information was available to scale and place the map. In such cases errors may exist but are corrected when discovered.
Completeness A visual inspection for completeness of all placed items is performed using a standard checklist.
Horizontal Positional Accuracy The spatial placement of the footprint is based entirely on the geographic scale and coordinate reference system of the content of the map. In rare cases where the scale and coordinate system are limited or unknown, hand placement of the plat or order representation is used based the location of roads and landmarks found in the MnDOT Base Map.
Vertical Positional Accuracy N/A
Lineage The images that were used for this georeferencing process originated as a result of a photographic to scanning process made MnDOT's copy of the Right of Way Plat map mylar collection.

The georeferencing process was handled on a county-by-county basis. These plats were converted to single-sheet TIF files, one file per sheet. The images were georeferenced one at a time. There were two main pre-georeferencing processes. The following process consists of the georeferencing itself.

Pre-Georeferencing

The pre-georeferencing starts by the identification of a target county and its surrounding counties. This was followed by the creation of two shapefiles, xx_cent and xx_corn, which were used to provide quick access to X and Y coordinate information for both the centers and corners. These files were created by two separate applications in ArcView 3.2 that did the spatial processing and stored it in the attribute table. This was done in a separate application due to query time and debugging issues.

Building PLS section corners , quarter corners, and centers of section was the next step in the process. To build centers of section, the quarter-quarter coverage from the 'Control Point Generated PLS' and the section polygons from the 'Section Level Public Land Survey' were used as acquired from the Minnesota DNR Data Deli website. These layers were unzipped using Pkzip. The Bld_cent.apr was used to calculate center of section nodes based on the quarter-quarter breakdowns by selecting the centroid of the polygon, and then looking for the breakdown that occurred closest. Once the center of section was established, the section, township, and range were calculated to that point. The application yielded a point shapefile that contained all the center of sections based on the Control Point Generated PLS.

To build corners, the corner building application, Bld_corn.apr, used both the section polygons and section arcs datasets from the 'Section Level Public Land Survey' at the Minnesota DNR Data Deli website. From the section arcs, a point theme was generated (nodes) where two section lines intersected. This process created the corners. Using section polygons, each individual polygon was selected and spatially queried against the point theme so all the corners that intersected with that section were selected. The section name, (e.g. T29, R22, Sec 22) was then calculated to those selected corners in the database. The application repeated this process until all the sections in the county were processed. The end result was a point shapefile containing the concatenated strings of all the sections that intersected each corner. When the GeoImage Translator was run, it was able to select from those text strings the particular corner the user was querying.

A one-mile buffer around the target county was created so all the corners and centers near the county border could be built. This, in turn, allowed for better georeferencing in those areas. The buffered features of the surrounding counties were appended to the target county.

The final step in the pre-georeferencing process was to convert multi-sheet TIF files to single-sheet TIF files.

Georeferencing

In general, the georeferencing process consisted of taking raster TIF files and aligning them with the road centerline of the MnDOT Base Map. The GeoImage Translator was developed to expedite this process.

Three different methods were used to align the two layers as closely as possible. The preferred method consisted of the user identifying (clicking) two points on the raster, either a corner or center of section, and entering in the values. The application then queried the support files to locate the corner or center and then retrieved their X and Y values. A corner was defined by entering three out of four sections that intersect it, and a center was defined by entering the section, township, and range.

Using the two X and Y coordinates defined on the raster (user clicks), and the two x, y pairs retrieved from the database, the application computed the factors needed to scale, move, and rotate the image. For example, if the distance of the raster x, y pairs was 10 feet and the distance of the x, y pairs from the database was 1,000 feet, the application knew to enlarge the image 100 times. Once the image was scaled, the application moved the image from the first raster x, y (the first user click), to its corresponding x, y point that was retrieved from the database. It set this point as an axis, computed the rotational angle based on the difference between the second x, y raster point and the second x, y point from the database and rotated the image. The end result was a georeferenced image based on a two-point translation that scaled both the x and y proportionately.

Because over half of the Right of Way plat and Graphic order sheets didn't contain at least two corners or centers, a second method was used to georeference. For those images that had at least one corner or center, calculating a quarter-quarter breakdown could derive the second coordinate pair. The user would define one center or corner, and identify a quarter-quarter breakdown north, south, east, or west from that point. The application would then compute the breakdown at 402 or 804 meters, depending on if the user selected one or two quarters for the calculation. The coordinate was calculated straight along the x or y axis depending on the direction specified.

If no center or corner points existed on the raster images, the third method was used. This procedure consisted of placing the image using the manual placement tools that were created for images with insufficient Public Land Survey information. The manual placement tools consisted of the following:
- User Defined Translator - Performed translation based on two pairs of user-defined x, y coordinates. The destination x, y pairs are provided by the user instead of being retrieved from the database.
- Move Raster Tool - Moved raster by user-defined placement (clicking and dragging).
- Rotate Raster Tool - Rotated raster around defined axis (single click) and by user-defined distance (clicking and dragging).
- Move to Layer - Moved un-georeferenced target image to extent of user-defined layer.
- Scale Manually - Scaled raster by a pre-defined scale.

The primary focus was to match the road centerlines between the plat or order and the basemap as closely as possible. The Public Land Survey section lines were used as a secondary reference. Due to the limits in their inherent accuracy.

Creating Footprints

Images were loaded into the Footprint tool one county at a time. The tool found the extent of the image and drew a box around it, creating the footprint. The FILE_NAME and CNTYFD_NU fields were automatically populated during this process. The other fields (ROLL_NUM, SHEET_NUM, SPLIT_SHT, CNTYFD_STR and GEOR_PATH) were populated using data derived from these fields. All county footprint shapefiles were then appended to each other to create a statewide footprint shapefile.

Section 3 Spatial Data Organization (not used in this metadata)

Section 4 Coordinate System
Horizontal Coordinate Scheme Universal Transverse Mercator
UTM Zone Number 15
Horizontal Datum NAD83
Horizontal Units meters

Section 5 Attributes
Overview The Right of Way Plat Image data set contains the following attribute data fields:
OBJECTID - data system file number, polygon identifier
AREA - area of the footprint
PERIMETER - perimeter of the footprint
FILENAME - filename of the image
ROLL_NUMBER - plat number or Commissioner's order number
SHEET_NUMBER - image sheet number
COUNTY_NUMBER - Minnesota county number based on alphabetic order
SPLIT_SHEET - split sheet, true or false
COUNTY_STRING - the MNDOT county number zero filled for single digits.
IMAGE_PATH - full path name for image
SHAPE.AREA - area value of the map image
Detailed Citation
Table Detail:
Statewide_PLAT_FP - Feature Class Name


Section 6 Distribution
Publisher Minnesota Department of Transportation, Office of Land Management
Publication Date unknown
Contact Person Information Jay Krafthefer, LIS & R/W Mapping Supervisor
MN Department of Transportation, Office of Land Management
395 John Ireland Blvd., M.S. 643
St. Paul, MN  55155
Phone: 651-366-3463
Fax: 651-366-3450
Email: jay.krafthefer@state.mn.us
Distributor's Data Set Identifier Right of Way Plat and Commissioner's Graphic Order Raster Image File Footprints
Distribution Liability USE OF THIS DOCUMENT IS SUBJECT TO MNDOT'S DISCLAIMERS, LEGAL NOTICES AND POLICIES FOUND @ http://www.dot.state.mn.us/information/disclaimer.html
Ordering Instructions Complete the on-line order FORM for a request of shapefile data. Provide a detailed description of what you are requesting including the location or extent of the area needed. Also include your contact information with a telephone number. For other information or assistance complete the on-line request FORM by including your contact information and telephone number or send the same information to lisrwmap.dot@state.mn.us.

The footprints shapefile transfer size is 2.66 MB.

All plat and graphic order and raster image files, can be downloaded directly from Right of WAY MAPPING & MONITORING or ELECTRONIC DOCUMENT ACCESS. See this CHART for a comparison between these delivery sites. For other information or assistance complete the on-line request form by including your contact information and telephone number or send the same information to lisrwmap.dot@state.mn.us.

RIGHT OF WAY MAPPING & MONITORING - http://www.dot.state.mn.us/maps/gisweb/row/
ELELCTRONIC DOCUMENT ACCESS - http://dotapp7.dot.state.mn.us/cyberdocs_guest/Libraries/Default_Library/Groups/GUESTS/frameset.asp
CHART - http://gisservices.dot.state.mn.us/mndot-rwmm/Right%20of%20Way%20Mapping.docx
FORM - http://olmwebservices.dot.state.mn.us/maprequest/requestmain.aspx
Online Linkage None available

Section 7 Metadata Reference
Metadata Date 12/16/2014
Contact Person Information Jay Krafthefer, LIS & R/W Mapping Supervisor
MN Department of Transportation, Office of Land Management
395 John Ireland Blvd., M.S. 643
St. Paul, MN  55155
Phone: 651-366-3463
Fax: 651-366-3450
Email: jay.krafthefer@state.mn.us
Metadata Standard Name Minnesota Geographic Metadata Guidelines
Metadata Standard Version 1.2
Metadata Standard Online Linkage http://www.mngeo.state.mn.us/committee/standards/mgmg/metadata.htm


This page last updated: 12/16/2014
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