20250216 14570300 1.0 FALSE BUILDINGS 11756287.848000 11898906.760250 6914804.970500 7071024.428500 1 002 Projected GCS_North_American_1983 Linear Unit: Foot_US (0.304801) NAD_1983_StatePlane_Virginia_North_FIPS_4501_Feet <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/10.8'><WKT>PROJCS[&quot;NAD_1983_StatePlane_Virginia_North_FIPS_4501_Feet&quot;,GEOGCS[&quot;GCS_North_American_1983&quot;,DATUM[&quot;D_North_American_1983&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Lambert_Conformal_Conic&quot;],PARAMETER[&quot;False_Easting&quot;,11482916.66666666],PARAMETER[&quot;False_Northing&quot;,6561666.666666666],PARAMETER[&quot;Central_Meridian&quot;,-78.5],PARAMETER[&quot;Standard_Parallel_1&quot;,38.03333333333333],PARAMETER[&quot;Standard_Parallel_2&quot;,39.2],PARAMETER[&quot;Latitude_Of_Origin&quot;,37.66666666666666],UNIT[&quot;Foot_US&quot;,0.3048006096012192],AUTHORITY[&quot;EPSG&quot;,2283]]</WKT><XOrigin>-110512500</XOrigin><YOrigin>-88858000</YOrigin><XYScale>4000</XYScale><ZOrigin>-100</ZOrigin><ZScale>4</ZScale><MOrigin>0</MOrigin><MScale>1</MScale><XYTolerance>0.002</XYTolerance><ZTolerance>2</ZTolerance><MTolerance>2</MTolerance><HighPrecision>true</HighPrecision><WKID>102746</WKID><LatestWKID>2283</LatestWKID></ProjectedCoordinateSystem> 20250323 09144600 20250323 09144600 500000 5000 ItemDescription Fairfax County GIS and Mapping Services GIS Data/Database Administrator 711 (703)-324-2712 (703)-324-3937 12000 Government Center Pw. Suite 117 Fairfax VA 22035 US gis.helpq@fairfaxcounty.gov Monday 8:00am - 4:15pm / Tuesday 9:00am - 4:15pm / Wednesday - Friday 8:00am - 4:15pm (EST) Fairfax County GIS and Mapping Services Customer Services Supervisor 711 (703)-324-2712 (703)-324-3937 12000 Government Center Pw. Suite 117 Fairfax VA 22035 US gis.helpq@fairfaxcounty.gov Monday 8:00am - 4:15pm / Tuesday 9:00am - 4:15pm / Wednesday - Friday 8:00am - 4:15pm (EST) Property & Topography Data. This data set includes over 30 layers of attributed vector property, planimetric, and contour data that were derived primarily from survey plats and orthophotography. The Countywide Property & Topography 4 CD set in Coverage format sells for $2850. The Countywide Property & Topography 3 CD set in Shapefile format sells for $2850. Property & Topography by Map Grid Tile data on CD is available in Coverage or Shapefile fomat. There is a $25 base charge per order plus an additonal fee of $13 per tax map grid tile. The Countywide Property & Topography Data Dictionary. CD data can be requested by mail, fax, or in person. Orders will not be processed until payment is received. Acceptable forms of payment include: cash, check, or money order ( credit cards are not accecpted). The order form can be downloaded/printed from the Fairfax County GIS Web (http://www.fairfaxcounty.gov/maps/forms.htm) and sent to GIS and Mapping Services-12000 Government Center Pw.-Suite 117-Fairfax-VA-22035-0010. Any questions about the GIS Property and Topography Data CD should be directed to the GIS and Mapping Services @ (703)-324-2712. Five (5) working days. Personal Geodatabase 9.3 no compression applied Arcinfo Shapefile 9.3 no compression applied Feature Class Buildings 2011-01-01T00:00:00 Fairfax County Government Fairfax County, Virginia, USA Fairfax County Government <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>This layer contains the buildings that have been captured through various processes. The original data in this layer was captured during the 1997 data conversion effort for Fairfax County. After that an update capture was completed in 2014 using stereo models from the 2009 Virginia State imagery. Subsequent to that an update capture was completed in 2022 using stereo models from the 2017 Virginia State imagery.</SPAN></P><P><SPAN>In between these planimetric update projects the GIS office has captured building footprints from orthophotography by performing heads up digitizing from site plans. These different sources of the buildings are indicated within the building attributes as well as the type of building. The buildings also include a building top and ground location and elevation value both in NAVD88 and NGVD29 datum. These locations indicate the highest point on a building based on the primary usable structure and the lowest elevation point of the structure. There are also buildings that may be multiple components that will make up a podium building. In this case there will be multiple polygons stacked on top of each other for a single building identifier. The difference of each polygon is the top elevation. This can be then used to extrude these structures to more approximate the look of these podium types of buildings.</SPAN></P><P><SPAN>The most recent planimetric update was completed in 2024 using orthoimagery from the 2023 and 2022 Eagleview Orthophotos, it does not include a building top and ground location and elevation values.</SPAN></P><P><SPAN>Contact: Fairfax County Department of Information Technology GIS Division</SPAN></P><P><SPAN>Data Accessibility: Publicly Available</SPAN></P><P><SPAN>Update Frequency: As Needed</SPAN></P><P><SPAN>Last Revision Date: 3/1/2024</SPAN></P><P><SPAN>Creation Date: 1/1/1997</SPAN></P><P><SPAN>Feature Dataset Name: GISMGR.PLANIMETRIC</SPAN></P><P><SPAN>Layer Name: GISMGR.BUILDINGS</SPAN></P></DIV></DIV></DIV> There are various purposes for the buildings layer. One purpose is to identify the buildings and assign attributes to them (building type, address, etc.). Another is to identify impervious surfaces. Fairfax County, Virginia;Fairfax County Department of Information Technology GIS Division, Avineon Inc. and Timmons Group (2017 & 2023 Updates), Geodecisions and Plangraphics, Inc (2009 Updates), ASI Technologies (1997) Fairfax County GIS and Mapping Services GIS Data/Database Administrator (703)-324-2712 711 (703)-324-3937 12000 Government Center Pw. Suite 117 Fairfax VA 22035 US gis.helpq@fairfaxcounty.gov Monday 8:00am - 4:15pm / Tuesday 9:00am - 4:15pm / Wednesday - Friday 8:00am - 4:15pm (EST) Fairfax County USA Virginia Building Rooftop Footprints FFX Fairfax County Virginia VA Fairfax County Department of Information Technology GIS Division Planimetric Buildings Building Type Building Height Building ground elevation FFX-Structure FFX_OD User must assume responsibility to determine the usability of this data for their purpose. A signed copy of the license agreement must be on file with the Fairfax County GIS and Mapping Services Office. <DIV STYLE="text-align:Left;"><DIV><DIV><P><A href="https://www.fairfaxcounty.gov/maps/disclaimer" STYLE="text-decoration:underline;"><SPAN><SPAN>https://www.fairfaxcounty.gov/maps/disclaimer</SPAN></SPAN></A></P><P><SPAN /></P></DIV></DIV></DIV> -77.03408065 39.0804078 -77.54533008 39.0804078 -77.54533008 38.61389198 -2.500000 554.750000 true -77.54299 -77.035055 38.627335 39.061476 -2.500000 554.750000 publication date 2009-01-01T00:00:00 2011-01-01T00:00:00 2007-01-01T00:00:00 1997-01-01T00:00:00 -2.500000 554.750000 Version 6.2 (Build 9200) ; Esri ArcGIS 10.8.1.14362 1 -77.542990 -77.035057 39.061384 38.627320 20111121 Last metadata review date: 20111121 All buildings and structures > 200 square feet were captured. If a building changed, the entire building will be replaced. The Fairfax County has assigned the feature TYPE except for Multi Story Garages which will be assigned by the data capture vendor. Multi-story parking garages structures will be captured and attributed as such. It is not the intent to capture attached garages. 1997:All buildings visible on the aerial photography are mapped. Some structures may obscure some building features and therefore not be completely captured. A detailed on the ground analysis of a site could produce updates to this data. All buildings that were greater than 200 square feet in area were captured. The updates capture all buildings that were see on the 2002 VGIN orthophotography with an image resolution of 1 foot per pixel. The building rooftops are captured by zooming in far enough to see several buildings at a time and then heads up digitizing them. If they are seen on the photography then they are captured. The linework may be skewed due to building lean or visibility of the buildings themselves. Segments making up the outer and inner boundaries of a polygon tie end-to-end to completely enclose the area. No duplicate features exist. Intersecting lines are separated into individual line segments at the point of intersection. All nodes are represented by a single coordinate pair, which indicates the beginning or end of a line segment. Logical consistency was tested by visual inspection and automated quality control procedures. The cumulative result of all errors, including those introduced by the processes of ground control surveys, map compilation, and final extraction of ground dimensions from the hard copy map at 1" = 100' scale (or digital data measured in zoom on screen, independent of the scale) for well-defined points/features, will not exceed a limiting RMS error in X and Y coordinates of + 1', respectively, at 68 percent confidence tested as per NSSDA testing procedures and applied on a test sample containing 20 or more points in a County map sheet. However, based on project flight and control design and high precision digital AT performance, the accuracy could be expected to be 95 percent confidence. 1997: Horizontal positional accuracy for the digital data is tested by visual comparison of the source with hard copy plots. The data was also compared to the digital orthophotography. The updated building rooftops are captured from the orthophotography as best as can be done. There is probably a higher level of error for these sources of buildings. Attribute accuracy was tested by comparing the values of the attributes with property maps to find the building name. The draw symbol attribute was checked by plotting the features on the standard map product and ensuring the features appeared and were drawn correctly. The building type was checked by reviewing the zoning layer when the building type was not obvious. Attribute accuracy is maintained by Fairfax County, VA staff. Step 1. The project was setup on softcopy photogrammetry workstations by the photogrammetric technician who created a separate project directory for the Fairfax County. The 2D planimetric data sets were first draped over the 2007 DTM surface and reviewed. If the surface does not yield accurate results, the surface should be draped over the newly created DTM surface so that the 3D element is reintroduced and the data is viewable in the SSK stereo environment. The technician will load the existing stereo pairs from the 2009 aerial photography. In orienting the models, the technician will select the project area he/she wants to start with and import the necessary imagery to the workstation. Relative and absolute orientation will be achieved by importing the orientation parameters from the customer supplied AT results. The software will import the stereopair and orient the workstation automatically. At this point, stereo model orientation is complete. PLAN2 PLAN3 Step 3. Prior to the initiation of compilation, a data capture matrix was setup in MicroStation on the softcopy photogrammetric and data edit stations by the photogrammetric and edit team members who were assigned to the project. The setup of the project was based on the specifications set forth by Fairfax County. The SSK systems were programmed to support writing data to specific layers of the MicroStation design file. PLAN5 Step 2. The cartographic edit technician copied the datasets to a local workstation disk and began the edit process. When a major error (e.g., long segments of missing roads) was detected, it was documented and returned to compilation for correction. Minor errors detected (e.g., overshoots, undershoots, intersections not snapping, level and symbology errors) were manually corrected by the cartographic enhancement team. The separate files of collected planimetric data (delimited by the extents of each stereo model) were merged for the entire project area. The editor opened the project boundary file and verified that the planimetric data fully covered the required area. The editor runs an automated QC routine that was accessed in ArcInfo that created a CAD-readable file indicating the locations of dangles or other anomalies in the digital file. The editor inspected all of these flagged features against the orthoimagery and determined if the dangle was permissible, or performed the corrections directly. The editor further verified that no line features terminate at model boundaries, which would indicate that a portion of the feature was omitted during data collection. If necessary, omissions were reported to the photogrammetric technician who then re-set the affected model and collected missing data. The content of the digital file was verified to make certain that each feature was represented on the correct level in accordance with the feature capture table. The consistency of the content of the digital files was verified through completion of several global QC routines that checked consistency of line, text, and symbology elements. The editor repaired features that were not correctly snapped or where there were over or undershoots. The editor verified the integrity of the data in the third dimension by inspection in profile view to identify points or elements with an incorrect elevation value. The editor then performd a QC routine to locate elements in the digital files containing a zero elevation value. The team leader conductd a review of the work performed by the designated technician at least once per shift to verify that production satisfied the requirements of the scope of work. The team leader conducted an independent review of the corrected dataset prior to the start-up of conversion to ESRI GeoDatabase format. The data layers were further processed to remove added coding or labeling necessary to create the GeoDatabase deliverable. The CAD files were converted to ESRI personal GeoDatabase format. The datasets were tested to verify that the conversion routine to produce the final GeoDatabase format correctly converted all layers of the digital files. The photogrammetric team leader reviewed the results. Pertinent dates and additional information were assembled for the preparation of the required metadata. Based on database design requirements, ArcInfo automated routines were used to make certain of topologically correct data. The routines validated level representation and symbology, intersection processing, closed polygonal features, and closed road edges (where appropriate), as well as cleaning and building the final GeoDatabase. County staff inspectd the planimetric mapping and marked changes and/or omissions on digital files. The editor then completed marked corrections and return a corrected set of digital files to the County. Southeastern quadrant only PLAN3 PLAN4 Step 2. The technician overlaid the existing planimetric data. Existing datasets that were in 2D format were draped over an existing surface model to reintroduce the third dimension. Prior to beginning the capture of planimetric features, the technician reviewed the existing datasets in 3D to make certain that they were suitable. Existing data was reviewed to make certain that they were on the ground, correctly placed, and that they met the necessary positional and horizontal accuracies. This review identified whether the existing data could be modified and updated or if any entirely new collection of features would deliver the best overall dataset. PLAN3 PLAN5 Process_Date: 1997-1998 The planimetric features were stereocompiled from the controlled set of 1''=660' scale photography. Each map feature was captured in a specific and consistent manner. All data is geo-referenced at the time of compilation, ensuring the integration of the photogrammetric models into the County Tax Map grid system. - Set the compilation model on analytical stereo plotters - Digitize planimetric features into a file - Translate the raw digitized data into APS (ASI's internal processing software) - Check for validation errors (i.e. arcs with only two points or invalid feature code/element type combinations and delete empty features such as annotation with no printable characters in the text string - Snap graphic features to other as necessary, offset features the required distances and break features with others. - Load all necessary models for a particular tile and extract all planimetric feature data within that tile's boundary - Tile is plotted at 1''=200' for manual edit checks. Plot is checked for correct capture of all required features types, missing features and mis-snapped linework and unsnapped linework. Attributes and annotation are placed on the check plot for entry into the database. - First graphic edit. All errors noted are corrected, attributes and annotation are placed, general topology check, building all polygons for the appropriate coverage's, check for dangles, redundant lines and duplicate or missing label points. - Second graphic edit. All polygon coverage's are rebuilt in batch mode with errors being flagged and text is generated from the attributes found on certain planimetric layers. - Translation. This is a two step process. First step transforms all graphic elements along with their associated attributes into ArcInfo format. The second step enters into Arcedit and performs build topology operations and joins as required for each coverage, removes pseudo nodes and copies the projection file to each coverage. - ArcInfo QC. Checks for the existence and validity of all required coverage's, proper item definitions, attributes with valid values and correct annotation sizes and subclass/level definitions. This also checks for data along the edges of the coverage to ensure that all data ties to the adjoining files both in location and in attribute values. - Color check plots are created of the tile with the full set of planimetric and topographic features. - Data is reviewed by on site quality control contractor, Engineering Systems. The quality control review combines both automated and manual checks. Automated checks of the coverage's to ensure that all coverage's existed with the correct data structure and that the attributes existed with valid data. Manual checks of the data included review of the information overlaid on the digital orthophotography to check for completeness and accuracy as per the specifications of the RFP - Add proposed building footprints from site plans submitted to Fairfax County GIS office. Digitize site plans and place minor transportation edges on appropriate layer and best fitting site plan on location from coordinates specified in the site plan. Use most current orthophotography if available to adjust location. - Heads up digitize building rooftops from 2002 Commonwealth of Virginia orthophotography or 2003 Fairfax County orthophotography. If buildings are no longer on the photography but still appear in the layer they are moved to the expired buildings layer and given an expiration date. Versioned editing is used to perform this process. PLAN3 The buildings feature class was captured using Delivery Method 2 for all quadrants of the County. Features were added and removed from the layer as necessary. The team then attributed all the features in the project area quadrant with a source value indicating that it was updated via this project (i.e., STEREO MODELS 2009). The GeoDecisions team then provided the entire countywide data back for replacement within the GIS database. PLAN5 PLAN2 Step 1. The project was setup on softcopy photogrammetry workstations by a photogrammetric technician who created a separate project directory for the Fairfax County project. The 2D planimetric data sets were first draped over the 2007 DTM surface and reviewed. If the surface ded not yield accurate results, the surface was draped over the newly created DTM surface so that the 3D element is reintroduced and the data is viewable in the SSK stereo environment. The technician loaded the existing stereo pairs from the 2007 aerial photography. In orienting the models, the technician selected the project area he/she wanted to start with and imported the necessary imagery to the workstation. Relative and absolute orientation were achieved by importing the orientation parameters from the Fairfax supplied AT results. The software imports the stereopair and orient the workstation automatically. At this point, stereo model orientation is complete. The technician overlayed existing planimetric data. Existing datasets that were in a 2D format were draped over an existing surface model to reintroduce the third dimension. Prior to beginning the capture of planimetric features, the technician reviewed the existing datasets in 3D to make certain that they were suitable. Existing data was reviewed to make certain that data was on the ground, correctly placed, and that it meet the necessary positional and horizontal accuracies of the project. This review identified whether the existing data could be modified and updated or if any entirely new collection of features would deliver the best overall dataset. Prior to the initiation of compilation, a data capture matrix was setup in MicroStation on the softcopy photogrammetric and data edit stations by the photogrammetric and edit team members who were assigned to the project. The setup of the project was based on the specifications set forth by Fairfax County. The SSK systems were programmed to support writing data to specific layers of the MicroStation design file. The compilation setup was verified through collection and formatting of several test stereo models. The GeoDecisions team collected all planimetric feature data in 3D mode using softcopy photogrammetry. The photogrammetric technician collected features to be depicted as closed polygons (multi-addressable structures, bridges, tunnels, open water bodies, airports) and added a label point within each feature. As the technician completed each stereo model, the .DGN CAD file was given a unique name. The photogrammetric technician called up the adjacent stereo models and performed a preliminary edge match to determine that features tied across model boundaries and to make certain that no features are omitted. As progressive stereo models were compiled, the operator conducted ongoing checks for the X, Y, and Z coincidence between stereo models (sidelap and overlap) verifying that no vertical or horizontal shift occured at model boundaries. This was a visual examination that helped identify any offsets attributable to the AT adjustment. All vector data features were compiled in 3D with one digital file per stereo pair. This was to simplify the tracking of the project through production, and to eliminate the re-orientation of models. All features were digitized to the edge of the neat model, or project boundary. Polygons at the edge of the imagery extent were closed by the imagery extent, and line features will end and coincide with that extent. A text node wwas be placed in all polygon features. The completed file is then written to the appropriate network subdirectory. Southeastern quadrant only. PLAN3 PLAN1 The location of the planimetric features. 1200 Model PLAN2 2009-01-01T00:00:00 Sanborn Fairfax County Government Fairfax County, Virginia, USA source photography data (2009) 2009-01-01T00:00:00 The location of the planimetric features. 1200 Planimetric features in file PLAN3 1997-01-01T00:00:00 Analytical Surveys, Inc. and Landata publication date 1997-01-01T00:00:00 Planimetric features in a DGN format 1200 Planimetric features in file (SE Quadrant update) PLAN8 2013-01-01T00:00:00 Infotech, Inc. publication date 2013-01-01T00:00:00 Planimetric features in a DGN format 1200 Planimetric features in file (NW Quadrant) PLAN6 2012-01-01T00:00:00 Infotech, Inc. publication date 2012-01-01T00:00:00 Planimetric features in a DGN format 1200 Planimetric features in file PLAN5 2011-01-01T00:00:00 Infotech, Inc. publication date 2010-01-01T00:00:00 Planimetric features in a DGN format 7920 Planimetric features in file PLAN4 2009-01-01T00:00:00 Fugro EarthData, Inc. publication date 2010-01-01T00:00:00 The location of the planimetric features. 1200 Model PLAN1 2007-01-01T00:00:00 Fairfax County Government Fairfax County, Virginia, USA Sanborn source photography data (2007) 2007-01-01T00:00:00 Planimetric features in a DGN format 1200 Planimetric features in file (SW Quadrant) PLAN7 2013-01-01T00:00:00 Infotech, Inc. publication date 2013-01-01T00:00:00 EPSG 5.3(9.0.0) BUILDINGS Feature Class 282839 OBJECTID OBJECTID OID 4 10 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. SHAPE SHAPE Geometry 4 0 0 Feature geometry. Esri Coordinates defining the features. NAME Building Name String 50 0 0 TYPE Building Type String 4 0 0 EFFECTIVE_DATE Effective Date Date 8 0 0 EXPIRY_DATE Expiry Date Date 8 0 0 BLDGIDENT Building Identification Number String 12 0 0 SOURCE Source String 20 0 0 TOP_ELEV Top Elevation NAVD88 Double 8 38 8 GROUND_ELEV Ground Elevation NAVD88 Double 8 38 8 TOP_X Top X Double 8 38 8 TOP_Y Top Y Double 8 38 8 GROUND_X Ground X Double 8 38 8 GROUND_Y Ground Y Double 8 38 8 BLDG_CM_LABEL Community Maps Label String 50 0 0 BLDG_CM_TYPE Community Maps Type String 255 0 0 BLDG_HEIGHT Building Height Double 8 38 8 TOP_ELEV_29 Top Elevation NGVD29 Double 8 38 8 GROUND_ELEV_29 Ground Elevation NGVD29 Double 8 38 8 DRAW_OPTION Draw Option String 1 0 0 GlobalID GlobalID GlobalID 38 0 0 created_user created_user String 255 0 0 created_date created_date Date 8 0 0 last_edited_user last_edited_user String 255 0 0 last_edited_date last_edited_date Date 8 0 0 SHAPE.STArea() SHAPE.STArea() Double 0 0 0 SHAPE.STLength() SHAPE.STLength() Double 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