20221014 02300300 1.0 FALSE Imagery_2022_RGB_D_WM -9430491.452300 -9348366.128449 3538727.182541 3592006.633900 1 Projected GCS_WGS_1984 Linear Unit: Meter (1.000000) WGS_1984_Web_Mercator_Auxiliary_Sphere <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/10.6'><WKT>PROJCS[&quot;WGS_1984_Web_Mercator_Auxiliary_Sphere&quot;,GEOGCS[&quot;GCS_WGS_1984&quot;,DATUM[&quot;D_WGS_1984&quot;,SPHEROID[&quot;WGS_1984&quot;,6378137.0,298.257223563]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Mercator_Auxiliary_Sphere&quot;],PARAMETER[&quot;False_Easting&quot;,0.0],PARAMETER[&quot;False_Northing&quot;,0.0],PARAMETER[&quot;Central_Meridian&quot;,0.0],PARAMETER[&quot;Standard_Parallel_1&quot;,0.0],PARAMETER[&quot;Auxiliary_Sphere_Type&quot;,0.0],UNIT[&quot;Meter&quot;,1.0],AUTHORITY[&quot;EPSG&quot;,3857]]</WKT><XOrigin>-20037700</XOrigin><YOrigin>-30241100</YOrigin><XYScale>148923141.92838538</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>102100</WKID><LatestWKID>3857</LatestWKID></ProjectedCoordinateSystem> 8 FALSE None 3 AMD TRUE continuous unsigned integer 4100 15000 1000 20 2048 50 75 0.01 10 600 300 Basic 1 NorthWest,Center,LockRaster,ByAttribute,Nadir,Viewpoint,Seamline,None JPEG,LZ77,LERC None None,Basic,Base-Top Height,Top-Top Shadow Height,Base-Top Shadow Height,3D -1 -1 0.8 1 NorthWest,Center,LockRaster,ByAttribute,Nadir,Viewpoint,Seamline,None None,JPEG,LZ77,LERC None,Basic,Full NaturalColor <_docversion_ Sync="TRUE">10 Name,MinPS,MaxPS,LowPS,HighPS,Tag,GroupName,ProductName,CenterX,CenterY,ZOrder,Shape_Length,Shape_Area withheld 44848.8203017708 44848.8203181597 0 Processed 1 1 0 -1 0 0 Name 0 22219.9644399289 0.15240030480061 444.399288798578 ContrastAndBrightnessFunction.OutputRaster 0.000000 211.000000 42.323311 40.186957 0.000000 211.000000 48.879904 38.745054 0.000000 211.000000 47.460289 36.386875 1.330000 1.430000 1.450000 -1 0 0.5 0.5 3 2 0 0 254 0 2.65 MosaicFunction.OutputRaster 6 -12 20221018 01183000 20221018 01183000 Ray Miller Dewberry Project Manager (813) 421-8641 1000 N Ashley Dr, Suite 801 Tampa FL 33602 US rmiller@dewberry.com 20221018 ArcGIS Metadata 1.0 Greg Mauldin Tallahassee-Leon County GIS GIS Project Manager (850) 606-5587 County Courthouse 301 South Monroe Street Room P313-F Tallahassee FL 32301 US MauldinG@leoncountyfl.gov There are no fees for retrieving or using this dataset. Digital Data https://tlcgis.org Imagery_2022_RGB_D_WM 2022-09-23 Dewberry 1000 N. Ashley Dr. Suite 801, Tampa, FL 33602 Ortho-Imagery Dewberry subcontracted Digital Aerial Solutions (DAS) to acquire approximately 787 square miles of 4-band digital stereo aerial imagery in Leon County, Florida in February 2022 using a LEICA ADS100 aerial mapping camera. DAS performed the aerial triangulation and orthorectification to produce 0.5 foot pixel resolution digital orthophotos. Dewberry collected surveyed ground control points that were used in the aerial triangulation process. The data were formatted according to the Florida Division of Emergency Management (FDEM) tile naming convention with each tile covering an area of 5,000 by 5,000 feet. A total of 876 ortho tiles in GeoTiff format were produced for the project. This dataset is part of a regularly schedule update of lidar and digital orthophotography products. An imagery service of high-resolution color orthoimagery from February 2022 for Tallahassee and Leon County, Florida. Greg Mauldin TLCGIS GIS Project Manager (850) 606-5587 County Courthouse 301 South Monroe Street Room P313-F Tallahassee FL 32301 US MauldinG@leoncountyfl.gov Tallahassee Florida Leon County USA Orthophotography Tallahassee Florida color imagery orthophotography Leon County USA 2022 No warranty expressed or implied is made by Leon County Government regarding the utility of the data on any other system, nor shall the act of distribution constitute any such warranty. No restrictions apply to these data. No restrictions apply to these data. Version 6.2 (Build 9200) ; Esri ArcGIS 10.6.1.9270 -84.7179 -83.9703 30.2638 30.691 ground condition 2022-02-09 2022-02-14 A complete description of this dataset is available in the Final Project Report submitted to the TLCGIS. 1 -84.715546 -83.977802 30.685765 30.273289 Imagery covers the project boundary. A visual qualitative assessment was performed to ensure data completeness and full tiles. No void or missing imagery exists. See Horizontal and Vertical Accuracy reports. There are no Attributes in this data set. The tested horizontal accuracy at the 95% confidence level (ACCURACYr) of the ortho-mosaic computed using RMSEr*1.7308 equaled 1.43 ft (2-pixel) which exceeds the accuracy requirement of 3.8 ft or better. Absolute horizontal accuracy of the ortho-mosaic equaled 0.83 ft RMSE which exceeds the requirement of 2.2 ft RMSE or better. Not applicable Data for the Leon County Aerial Imagery Project was acquired by Digital Aerial Solutions, LLC (DAS). The project area included approximately 786 contiguous square miles for Leon County, Florida. The imagery collected was collected by Digital Aerial Solutions, LLC (DAS) using a LECIA ADS100 digital aerial mapping camera. The data were delivered in the State Plane coordinate system, U.S. Survey Feet, Florida North, horizontal datum NAD83 (2011), vertical datum NAVD88, Geoid 12B. A combination of airborne kinematic GPS/IMU and standard ground control points was used to control the images for aerial triangulation (AT). All aerial images were controlled using airborne kinematic GPS and IMU positioning techniques with sufficient accuracy to control the bundle adjustment. Fifty one (51) ground control points were surveyed by Dewberry to control the aerial imagery. Three (3) of these control points were existing painted targets used in previous airborne surveys in Leon County. All control points are located at well-defined photo-identifiable positions. Softcopy analytical AT was done using Leica XPro imagery postprocessing software. The process included automatic point matching (measuring) and a leastsquares-simultaneous-robust bundle-block adjustment. All images were included in one block. Orthorectification was performed using OrthoVista. The orthoimagery was mosaicked and radiometrically balanced to ensure tonal consistency. The final pixel resolution is half-foot (0.50'). The orthoimagery meets National Map Accuracy Standards. 2022-05-05 2 349602 0.152400 538879 0.152400 1 0 -9430491.452300 3538727.182541 -9430491.452300 3592006.633900 -9348366.128449 3592006.633900 -9348366.128449 3538727.182541 -9389428.790375 3565366.908221 EPSG 8.8(9.3.1.2) Red 255.000000 0.000000 8 Green 255.000000 0.000000 8 Blue 255.000000 0.000000 8 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