Loudoun County, Virginia, Office of Mapping and Geographic Information (OMAGI) November 2005 vector digital data Leesburg, VA Loudoun County, VA topo \\wookiee\gis\Leesburg_GIS_Data\Planimetric\topo.shp Elevation contours are a base map data layer derived by automated processes and processed for cartographic representation at 1:2400 scale. The line features represent the 5' contour intervals, 25' and 100' index contours as mapped from above and are mapped to National Map Accuracy Standards (NMAS). Topography is used by both the private and public sectors for utility and stormwater planning and site planning. It has many other uses as well, including agricultural planning. Topography is an essential component in the maintenance of the floodplain and base map data. Loudoun County has been maintaining Base map data layers since 1980. A complete, Countywide remapping project, conducted in two phases, has yielded the current data set. Phase I, using 2002 Virginia Base Mapping Program (VBMP) digital scanned imagery, and Phase II, using 2004 scanned aerial photography comprise the initial re-map effort. See "Source_Contribution:" for extent of Phase areas. The project was completed in 2005 and now undergoes annual updates, with the next one occurring in Spring 2007. Many annual cycles (2005 to present) of base map update contribute to the development of this layer. OMAGI updates all base map data selectively according to development patterns; therefore some feature data may not be current. Various parts of the County are updated from aerial photography through stereocompilation and photogrammetry. Ground features are captured and attributed through the base map maintenance services contract kept by the County. Data are stored in the corporate ArcSDE Geodatabase as a line feature class. The coordinate system is Virginia State Plane (North), Zone 4501, datum NAD83 HARN (vertical datum, if applicable, NAVD88 HARN), US Survey foot units. en March 2002 March 2004 ground condition Complete Annually -77.963010 -77.316813 39.321281 38.846200 11726374.490000 11773067.530000 7055159.800000 7111442.580000 ISO 19115 Elevation BaseMaps none Topography Elevation Contours Terrain Surface Topo none Virginia Loudoun County none Chapter 54.1-402 of the Code of Virginia. "Any determination of topography or contours, or any depiction of physical improvements, property lines or boundaries is for general information only and shall not be used for the design, modification, or construction of improvements to real property or for flood plain determination." Every reasonable effort has been made to assure the accuracy of these data. Loudoun County, Virginia does not assume any liability arising from the use of these data. These data are provided without warranty of any kind, expressed or implied, including, but not limited to, the implied warranties of merchantability and fitness for a particular service. Reliance on these data is at the risk of the user. These data were generated for use by Loudoun County and are available to the public. These data are intended for use at 1:2400 scale or smaller. Acknowledgement of Loudoun County would be appreciated in products derived from this data. Loudoun County, VA, Office of Mapping and Geographic Information (OMAGI) Base Map Cartographer mailing and physical address

1 Harrison Street SE, 2nd Floor

P.O. Box 7000

Leesburg VA 20177-7000 USA 703.771.5778 703.771.5075 mapping@loudoun.gov 8:00-5:00 EST, M-F Public Information Microsoft Windows 2000 Version 5.0 (Build 2195) Service Pack 4; ESRI ArcCatalog 9.0.0.535 Shapefile Topographic Contours have undergone extensive Quality Assurance procedures to ensure feature attribution is consistent with the data dictionary and adheres to a logical relationship with neighboring features and layers. For example, all contours passing through bridge decks and buildings are "nulls," indefinite types fall within areas of temporarily disturbed ground conditions, or covered by coniferous forest. Contour elevation values ascend consistently at 5 foot intervals. Elevation values show logical sequencing with nearest spot elevation values. >90% attribute accuracy exists 27 separate block study areas underwent QA/QC comparison with the source orthophoto and overlaying base map layers. Greater than 90% of all features in each block achieve correct TYPE and Elevation attribution. OMAGI compiled a separate PGDB for known attribute errors above 90% threshold. Topologically clean Base Map features are updated periodically in areas of highest development throughout the County. Consequently there is a mixture of features from different sources and different years. Although the entire County was originally mapped, users should be cautious and aware that any particular area of interest may not be absolutely current and up to date. A generalized map of update years can be located at http://inetdocs.loudoun.gov/omagi/docs/basemap_/updatestrategy/updatestrategy.pdf. The next anticipated update shall occur using Spring 2007 imagery. A random sampling method was utilized to locate thirty points each over the Phase I (2002 data) and Phase II (2004 data) Project areas to be used in the accuracy assessment. Once the random points were visually located on the digital maps a survey crew was dispatched to obtain GPS coordinates of these points. In addition existing digital orthophotos were used to aid the surveyor in the field to locate the points. Only points or intersecting features were used from the photogrammetrically compiled planimetric maps. From the thirty points randomly selected, each point was surveyed using Ashtech Z-12 dual frequency GPS receivers in static mode in a geodetic network format as specified in the FGCS Guidelines. Fixed height tripods were utilized on all stations. GPS raw data was processed with the Ashtech Office Suite (AOS) data reduction software producing vectors to all common networked session points. All vector data was entered into the StarNet Least Squares Adjustment program. Initially a minimally constrained adjustment was produced resulting in relative component point error ellipses at the less than 0.10 foot level of accuracy. This provides the location of the reference data for the accuracy assessment calculations. Utilizing the sketches, Northing , Easting and Elevations of each of the points were measured by a stereocompilation technician. The photogrammetrically determined values are coincident with the final coordinate values in the digital data. To complete the accuracy assessment NSSDA (National Standard for Spatial Data Accuracy) the two measurements are compared and a circular root mean square error (RMSE) is calculated. A spreadsheet was prepared with the measurements and results of 25 points in Western Loudoun (Phase I-2002) and 23 points in Eastern Loudoun (Phase II-2004). These calculations were made according to Chapter 3, National Standard for Spatial Data Accuracy, Geospatial Positioning Accuracy Standards, FGDC-STD-007.3-1998: Washington, D.C., Federal Geographic Data Committee, 1998, 28 p. The report can be downloaded from http://www.fgdc.gov/standards/status/sub1_3.html. 3.4 or 2.0 US Survey Feet (NSSDA) Measured at a 95% confidence level, any points measured will be within 3.4 US Survey feet (Phase I-2002 data) or within 2.0 US Survey feet (Phase II-2004 data) in the horizontal domain. none "Any features captured in Phase III (2005 data) were compiled to meet ASPRS and NSSDA standards for Class I map at 1:2400 scale, but a rigid accuracy test was not performed." A random sampling method was utilized to locate thirty points each over the Phase I (2002 data) and Phase II (2004 data) Project areas to be used in the accuracy assessment. Once the random points were visually located on the digital maps a survey crew was dispatched to obtain GPS coordinates of these points. In addition existing digital orthophotos were used to aid the surveyor in the field to locate the points. Only points or intersecting features were used from the photogrammetrically compiled planimetric maps. From the thirty points randomly selected, each point was surveyed using Ashtech Z-12 dual frequency GPS receivers in static mode in a geodetic network format as specified in the FGCS Guidelines. Fixed height tripods were utilized on all stations. GPS raw data was processed with the Ashtech Office Suite (AOS) data reduction software producing vectors to all common networked session points. All vector data was entered into the StarNet Least Squares Adjustment program. Initially a minimally constrained adjustment was produced resulting in relative component point error ellipses at the less than 0.10 foot level of accuracy. This provides the location of the reference data for the accuracy assessment calculations. Utilizing the sketches, Northing , Easting and Elevations of each of the points were measured by a stereocompilation technician. The photogrammetrically determined values are coincident with the final coordinate values in the digital data. To complete the accuracy assessment NSSDA (National Standard for Spatial Data Accuracy) the two measurements are compared and a circular root mean square error (RMSE) is calculated. A spreadsheet was prepared with the measurements and results of 25 points in Western Loudoun (Phase I-2002) and 23 points in Eastern Loudoun (Phase II-2004). These calculations were made according to Chapter 3, National Standard for Spatial Data Accuracy, Geospatial Positioning Accuracy Standards, FGDC-STD-007.3-1998: Washington, D.C., Federal Geographic Data Committee, 1998, 28 p. The report can be downloaded from http://www.fgdc.gov/standards/status/sub1_3.html. 1.2 or 2.8 US Survey Feet (NSSDA) Measured at a 95% confidence level, any points measured will be within 1.2 US Survey feet (Phase I-2002 data) or within 2.8 US Survey feet (Phase II-2004 data) in the vertical domain. none "Any features captured in Phase III (2005 data) were compiled to meet ASPRS and NSSDA standards for Class I map at 1:2400 scale, but a rigid accuracy test was not performed." Loudoun County, VA, OMAGI 2002 remote-sensing image 2400 March 2002 ground condition Captured Western 2/3 of County generally located north of Leesburg, west of Rt. 621, Evergreen Mills Rd, and south of Braddock Rd. Loudoun County, VA, OMAGI 2004 remote-sensing image 2400 March 2004 ground condition Captured Eastern 1/3 of County generally located to include Leesburg, east of Rt. 621, Evergreen Mills Rd, and north of Braddock Rd. Aerial film was acquired and imaged in 2002 (Virginia Base Mapping Program (VBMP) color) and 2004 (Loudoun County annual aerial mission (black & white). The imagery was scanned at 21 microns. Ground control used to support the compilation and was collected by identifying strategic locations on the aerial photography plan and then determining the coordinates by GPS ground survey techniques. The Aerial Triangulation was performed using softcopy workstations. Bundle adjustment was performed and Digital Elevation Models were created using and planimetric data were collected using standard photogrammetric collection techniques for breaklines and masspoints on soft copy workstations. Five foot contours were then generated from the compiled elevation data. Final deliverables in ESRI Interchange (E00) file format were placed on CD for delivery to OMAGI. 2004 OMAGI Base Map Cartographer Each of the Base Map Data Layer coverages in the 27 delivery blocks comprising Phases I and II were loaded into a single Geodatabase Feature Class using ArcGIS Simple Data Loader. The entire feature class was then dissolved using ArcToolBox Dissolve, such that any adjacent features with identical values in all attributes consolidated into one feature. Record Counts, Frequencies, Length or Area summaries and final Topology checks were performed throughout the conversion procedure to ensure that multiple coverage data input matched single feature class data output (per TYPE code). To meet satisfactory QA/QC requirements the input coverage and output feature class must have the same record total, and on a record by record basis, area, perimeter and length differential of less than +/- 0.5% 2005 Loudoun County, VA, OMAGI Base Map Cartographer Loudoun County, VA, OMAGI 2005 remote-sensing image 2400 March 2005 ground condition Captured photogrammetric stereo models covering highest development areas in the original Phase I region and including Leesburg. Loudoun County, VA, OMAGI Base Map Cartographer 1. Legacy PGDB converted to DWG file. 2. DWG File imported to Microstation V8, and overlaid with the Update Parcels DGN. Identified Areas to be corrected. 3. Remap area inside parcel change layer a. If no change is detected the entities are not modified b. If new features are found they are collected as per the specifications c. If there is difference in shape or size of the planimetric, environmental or topographic features these are modified and coded as Update_Date = '2005' 4. Review remainder of model area outside the parcel change area a. If new features found they are collected as per the specifications 5. Updated Plan data in the Parcel areas have been checked for Edge matching 6. DTM was modified in the 11 major update areas 7. Contours were generated and edge matched with the legacy contour data 8. Checked contour coding at all the new buildings. 9. Checked the updated data on Ortho for completeness 10. All clean up tools have been run 11. Exported to Coverages and then to GDB. 12. Split the Area wise GDB into manageable pieces 13. Run QA/QC on each part of the Area wise GDB 14. Errors marked in the Log file have been corrected in the merged database 15. Merged the different Areas data into a single GDB i.e., Pilot, Areas 1, 2, & 4 16. Dissolved the polygons with same feature codes 17. Clipped legacy data to Phase 3 delivery boundary 18. Loaded new Phase 3 data and merged with existing Legacy data in east. 19. Loaded complete data sets (11) to enterprise SDE geodatabase 2005 Dataset copied. 20070131 16284600 Dataset copied. F:\gis_data\leesburg_data\Planimetric\topo 20070131 16314700 Loudoun County Vector Simple FALSE 0 TRUE FALSE coordinate pair 0.001667 0.001667 survey feet D_North_American_1983_HARN Geodetic Reference System 80 6378137.000000 298.257222 GCS_North_American_1983_HARN NAD_1983_HARN_StatePlane_Virginia_North_FIPS_4501_Feet North American Vertical Datum of 1988 1.000000 feet Explicit elevation coordinate included with horizontal coordinates FNODE_ FNODE_ Integer 4 10 0 Shape.STLength() OBJECTID_1 OID 4 10 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. TO_UPD_USE TO_UPD_USE SmallInteger 2 5 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. Topo.pat Line feature class ESRI Feature Class 0 Shape Feature geometry. ESRI Coordinates defining the features. OBJECTID Integer 4 10 0 OBJECTID Internal feature number. ESRI Sequential unique whole numbers that are automatically generated. 4 10 Integer TNODE_ 10 0 TNODE_ LENGTH Double 8 38 8 LENGTH Length of feature in internal units. ESRI Positive real numbers that are automatically generated. 2 18 SmallInteger TO_SOURCE 5 0 TO_SOURCE Agency/Entity that created a specific feature Loudoun County See Entity_and_Attribute_Detail_Citation: for Data Dictionary 2 5 SmallInteger TO_TYPE 5 0 TO_TYPE Classification of Topo Contour Loudoun County See Entity_and_Attribute_Detail_Citation: for Data Dictionary Integer 4 LPOLY_ 10 0 LPOLY_ TO_TELEV SmallInteger 2 5 0 TO_TELEV Elevation of individual contour arc in feet Automatically generated 0 - 2000 feet of elevation change in Loudoun County 4 5 Integer RPOLY_ 10 0 RPOLY_ Shape Geometry 4 0 0 Feature geometry. Esri Coordinates defining the features. SHAPE Feature geometry. ESRI Coordinates defining the features. 4 5 Integer TOPO_ 10 0 TOPO_ TOPO_ID Integer 4 10 0 TOPO_ID TO_UPD_DAT Date 36 0 0 TO_UPD_DAT Shape.STLength() Double 0 0 0 TO_TYPE: Designation of Contour type code description ---- ------------------ 1 5' contour 2 5' depression contour (delineates a "sink" or depressed bowl) 3 5' indefinite contour (obscured by vegetation or temporarily disturbed surface) 4 5' indefinite depression contour 5 5' null contour (lies within a building footprint and beneath bridge or overpass decks) 6 25' index contour 7 25' index depression contour 8 25' index indefinite contour (obscured by vegetation or temporarily disturbed surface) 9 25' index indefinite depression contour 10 25' index null contour (lies within a building footprint and beneath bridge or overpass decks) 11 100' index contour 12 100' index depression contour (delineates a "sink" or depressed bowl) 13 100' index indefinite contour (obscured by vegetation or temporarily disturbed surface) 14 100' index indefinite depression contour 15 100' index null contour (lies within a building footprint and beneath bridge or overpass decks) TO_SOURCE: source by which feature was created or modified code description ---- ------------------ 1 Legacy (pre 2002) 2 County 3 Contract Office of Mapping and Geographic Information (OMAGI) Public Information Counter mailing and physical address

1 Harrison Street SE, 2nd Floor

P.O. Box 7000

Leesburg VA 20177-7000 USA 703.771.5778 703.771.5075 mapping@loudoun.gov 8:00-5:00 EST, M-F Topography See also "Use_Constraints" as pertain to Chapter 54.1-402 of the Code of Virginia. Every reasonable effort has been made to assure the accuracy of these data. Loudoun County, Virginia does not assume any liability arising from the use of these data. These data are provided without warranty of any kind, either expressed or implied, including, but not limited to, the implied warranties of merchantability and fitness for a particular service. Reliance on these data is at the risk of the user. GDB ESRI Geodatabase Feature Class 23.998 23.998 CD-ROM SHP ESRI Shapefile 23.998 23.998 CD-ROM DXF AutoCad Digital Exchange File 23.998 23.998 CD-ROM Custom order: $.50 per tile (4000 x 6000 ft area) per layer plus a $20.00 setup fee, $3.00 charge for mail shipment, Standard Countywide: $30.00 for countywide topography only , $40.00 for all countywide layers except topography, $50.00 for all countywide layers and topography Size limit: 640MB. Visit our website at: http://www.loudoun.gov/omagi/index.htm, click on "OMAGI Documents and Information." Our "Products & Services" link will lead you to order forms and lists of available data. Hardcopy maps may also be available; please contact the Mapping Office Public Information Counter for more information regarding all data requests. 20051024 Loudoun County Office of Mapping and Geographic Information (OMAGI) Metadata Specialist mailing and physical address

1 Harrison Street SE, P.O. Box 7000, 2nd Floor

Leesburg VA 20177-7000 703.771.5778 703.771.5075 mapping@loudoun.gov 8:00-5:00 EST, M-F FGDC Content Standards for Digital Geospatial Metadata FGDC-STD-001-1998 local time This metadata reflects the source Geodatabase format and specific elements may not apply if your data is exported to SHP, DXF, or .e00 products. User must be aware that changes to data schema occur during data export that may not be reflected in this metadata, which represents Loudoun County's corporate geodatabase. Acknowledgement of Loudoun County would be appreciated in the use of this metadata. en 20210622 14382500 FALSE 20160707 10564000 20160707 10564000 GIS_DEV.DBO.TOPOGRAPHY 002 Server=lbva-p-sql01; Service=sde:sqlserver:lbva-p-sql01; Database=GIS_DATA; User=sa; Version=dbo.DEFAULT ArcSDE Connection Projected GCS_North_American_1983_HARN Linear Unit: Foot_US (0.304801) NAD_1983_HARN_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/10.3'><WKT>PROJCS[&quot;NAD_1983_HARN_StatePlane_Virginia_North_FIPS_4501_Feet&quot;,GEOGCS[&quot;GCS_North_American_1983_HARN&quot;,DATUM[&quot;D_North_American_1983_HARN&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;,2924]]</WKT><XOrigin>-110512500</XOrigin><YOrigin>-88858000</YOrigin><XYScale>3048.0060960121928</XYScale><ZOrigin>0</ZOrigin><ZScale>1</ZScale><MOrigin>0</MOrigin><MScale>1</MScale><XYTolerance>0.0032808333333333331</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>2924</WKID><LatestWKID>2924</LatestWKID></ProjectedCoordinateSystem> 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GIS_Data_Admin.sde\GIS_DATA.DBO.PARKING_LOTS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PARKING_METERS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PARKS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PHA_DIABASET';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PLANNED_LU2012';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.POLICY_AREAS2012';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.POTOMAC_RIVER';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PRECINCTS_LSBG';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PTS_INTEREST';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.QUARRY';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.RDCASINGS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ROADS_PRIVATE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SHEDS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SHOPPING';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SIDEWALKS_TRAILS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SINKHOLES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SLOPES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SOILS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SPOT_ELEVATIONS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.STEEP_SLOPE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.STRUCTURE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SURFICIAL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOPOGRAPHY';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_ADDRESS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_BLDGS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_PARCELS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_RDCASINGS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_ROADS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_ROADS_MAJOR';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TownParcelsJoin';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TREES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.UGA';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.UNSTABLE_SOILS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WATER';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WELLPOLL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WETLANDS_MODEL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WOD_TRAIL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WOD_TRAIL_LSBG';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ZONING';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ZONING_LOUDOUN' Editor GRANT GRANT ChangePrivileges '\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ADDMAST_ACTS_DRVWAY';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ADDMAST_BLDPTS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ADDRESS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.AIRPORT';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.AIRPORT_LDN';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.AIRPORT_RPZ';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ARTS_CULTURAL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.BEATS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.BEDROCK';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.BIKE_TRAILS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.BUILDINGS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.BUS_STOPS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CEMETERIES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CENSUS_BLOCKGROUPS2010';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CENSUS_BLOCKS2000';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CENSUS_GROUPS2000';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CENSUS_TRACTS2010';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CENTERLINE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CONSERVATIONEASEMENTS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CREEK_VALLEY_BUFFER';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CRESCENT_DISTRICT';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CRESCENT_PLANUSE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CRESCENT_ZONING';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CTAP';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.CTPROADS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.DRAINS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.DT_ONSTREET_PARKING';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ELECTION_DISTRICTS2011';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.EXISTING_LU2011';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.FAULT';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.FLOODPLAIN_CNTY';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.FLOODPLAIN_MAJOR';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.FLOODPLAIN_MINOR';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.FOREST';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.GATEWAY_DISTRICT';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.GRID';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.H2DISTRICT';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.HISTORICDISTRICT';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.HUB_ZONE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.IMPERIVIOUS_SURFACES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.JLMA';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.LAMP1982';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.LAMP1989';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.LCPS_ESZONES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.LCPS_HSZONES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.LCPS_MSZONES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.LCPSSITES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.LEESBURG';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.LIMESTONE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.MISC_ARCS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.MISC_POLY';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.MISC_PTS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.MOTORTRUCKS_PROHIBITED';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.MTNSIDE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.NATIONAL_REGISTER_DISTRICT';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.NHR';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.NHR2';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.NWI';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PARCELS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PARKING_LOTS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PARKING_METERS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PARKS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PHA_DIABASET';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PLANNED_LU2012';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.POLICY_AREAS2012';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.POTOMAC_RIVER';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PRECINCTS_LSBG';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.PTS_INTEREST';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.QUARRY';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.RDCASINGS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ROADS_PRIVATE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SHEDS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SHOPPING';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SIDEWALKS_TRAILS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SINKHOLES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SLOPES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SOILS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SPOT_ELEVATIONS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.STEEP_SLOPE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.STRUCTURE';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.SURFICIAL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOPOGRAPHY';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_ADDRESS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_BLDGS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_PARCELS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_RDCASINGS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_ROADS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TOWN_ROADS_MAJOR';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TownParcelsJoin';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.TREES';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.UGA';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.UNSTABLE_SOILS';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WATER';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WELLPOLL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WETLANDS_MODEL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WOD_TRAIL';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.WOD_TRAIL_LSBG';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ZONING';'\\Lbva-p-fs01\gis\_dbconnections\admin\GIS_Data as GIS_Data_Admin.sde\GIS_DATA.DBO.ZONING_LOUDOUN' Viewer GRANT # 1.0 Microsoft Windows 7 Version 6.1 (Build 7601) Service Pack 1; Esri ArcGIS 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