20250216 15541800 1.0 FALSE SIDEWALKS_CENTERLINE 11757500.755250 11898796.087250 6917531.158250 7067615.216250 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["NAD_1983_StatePlane_Virginia_North_FIPS_4501_Feet",GEOGCS["GCS_North_American_1983",DATUM["D_North_American_1983",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Lambert_Conformal_Conic"],PARAMETER["False_Easting",11482916.66666666],PARAMETER["False_Northing",6561666.666666666],PARAMETER["Central_Meridian",-78.5],PARAMETER["Standard_Parallel_1",38.03333333333333],PARAMETER["Standard_Parallel_2",39.2],PARAMETER["Latitude_Of_Origin",37.66666666666666],UNIT["Foot_US",0.3048006096012192],AUTHORITY["EPSG",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 09092200 20250323 09092200 50000 5000 ItemDescription 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) ArcGIS Metadata 1.0 Fairfax County GIS and Mapping Services Customer Services Supervisor (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) 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. 2009-01-01 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. Arcinfo Shapefile 9.3 no compression applied Personal Geodatabase 9.3 no compression applied Available on CDROM Feature Class 2011-01-01 Fairfax County Government Fairfax County Government Fairfax County, Virginia, USA Sidewalks Centerline <DIV STYLE="text-align:Left;"><DIV><DIV>Sidewalk centerlines contain the centerline of sidewalks and crosswalks. The original data capture of the data in this layer 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. The most recent planimetric update was completed in 2024 using orthoimagery from the 2023 and 2022 Eagleview Orthophotos.The centerlines of sidewalks along major and minor transportation features are captured as well as centerlines of connectors which are typically crosswalks or connections across driveways or parking lot entrances. Centerlines were captured rather than edges in order to be able to use the sidewalks as part of a network system. The sidewalks are attributed with a width value if it is necessary to buffer the centerlines to get an approximate area that is covered by the sidewalk for impervious surface calculations.Contact: Fairfax County GIS DivisionData Accessibility: Publicly AvailableUpdate frequency: As NeededLast Revision Date: 3/1/2024Creation date: 1/1/2013Feature Dataset Name: GISMGR.PLANIMETRICLayer Name: GISMGR.SIDEWALKS_CENTERLINE</DIV></DIV></DIV> The primary purpose of the sidewalk centerlines is to depict the centerline of sidewalks. Having the centerlines allows us to understand connectivity of the sidewalks with regard to the major and minor transportation features. The data also contains a width attribute which can be used to create polygon features for use in identifying impervious surface. 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) 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 Virginia USA Sidewalk FFX Fairfax County Virginia VA Fairfax County Department of Information Technology GIS Division Sidewalk FFX-Transportation 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>Please review the <A href="https://www.fairfaxcounty.gov/maps/disclaimer" STYLE="text-decoration:underline;">Fairfax County GIS Division disclaimer</A>.</DIV></DIV></DIV> -77.54533008 38.61389198 -77.54533008 39.0804078 -77.03408065 39.0804078 0.000000 22464.750000 publication date 2011-01-01 0.000000 22464.750000 Version 6.2 (Build 9200) ; Esri ArcGIS 10.8.1.14362 1 -77.538644 -77.035639 39.051989 38.634810 20060101 Last metadata review date: 20051206 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. All sidewalk centerlines visible on the aerial photography are mapped. Some features may obscure some sidewalk features and therefore not be completely captured. Because it is a centerline and not an edge, some obscuring should not affect data completeness. A detailed on the ground analysis of a site could produce updates to this data. The sidewalk was checked by reviewing the imagery and comparing it to major and minor transportation features. 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. 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. PLAN1 PLAN3 The sidewalks 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 each 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. PLAN2 PLAN5 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 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 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 Planimetric features in a DGN format 1200 Planimetric features in file (SW Quadrant) PLAN7 2013-01-01 Infotech, Inc. publication date 2013-01-01 The location of the planimetric features. 1200 Planimetric features in file PLAN3 1997-01-01 Analytical Surveys, Inc. and Landata publication date 1997-01-01 The location of the planimetric features. 1200 Model PLAN1 2007-01-01 Sanborn Fairfax County Government Fairfax County, Virginia, USA source photography data (2007) 2007-01-01 Planimetric features in a DGN format 7920 Planimetric features in file PLAN4 2009-01-01 Fugro EarthData, Inc. publication date 2010-01-01 The location of the planimetric features. 1200 Model PLAN2 2009-01-01 Fairfax County Government Fairfax County, Virginia, USA Sanborn source photography data (2009) 2009-01-01 Planimetric features in a DGN format 1200 Planimetric features in file (NW Quadrant) PLAN6 2012-01-01 Infotech, Inc. publication date 2012-01-01 Planimetric features in a DGN format 1200 Planimetric features in file PLAN5 2011-01-01 Infotech, Inc. publication date 2010-01-01 Planimetric features in a DGN format 1200 Planimetric features in file (SE Quadrant update) PLAN8 2013-01-01 Infotech, Inc. publication date 2013-01-01 Sidewalk edges 501165 SIDEWALKS_CENTERLINE Arc Fairfax County Feature Class 501165 OBJECTID Internal feature number. ESRI Sequential unique whole numbers that are automatically generated. 2011 0 none Unknown OBJECTID OID 4 10 0 SHAPE Feature geometry. ESRI Coordinates defining the features. 2011 0 none Unknown SHAPE Geometry 4 0 0 TYPE type Fairfax County SIDEWALK Sidewalk 2011 0 none Unknown CONNECTOR Connector Type String 15 0 0 WIDTH width of sidewalk Fairfax County 2 Less than 2 feet 2011 0 none Unknown 4 2-4 feet 6 4-6 feet 8 Greater than 6 feet Width SmallInteger 2 5 0 SURFACE_TYPE Surface Type String 20 0 0 SOURCE Planimetric Source Planimetric Source ORTHO1997 1997 Orthophotography 2009 0 None Unknown ORTHO2002 2002 Orthophotography SITEPLAN Site Plan ORTHO2003 2003 Orthophotography ORTHO2004 2004 Orthophotography SITEPLAN UPDATE Update of existing features by siteplan ORTHO2005 2005 Orthophotography STEREO MODELS 2007 2007 Stereo Models STEREO MODELS 2009 2009 Stereo Models Source String 20 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 GlobalID GlobalID GlobalID 38 0 0 SHAPE.STLength() SHAPE.STLength() Double 0 0 0 sidewalks are stored as lines. 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