20190117111142001.0ISO 19139 Metadata Implementation SpecificationFALSEMos_2018_I_05.tiffile://\\nknportal.rocket.net\publishedpre\bruce\aerial-imagery\moscow_2018\data\Mos_2018_I_05.tifLocal Area Network0022323650.0000002326650.0000001846600.0000001849600.00000018FALSENone3TIFFTRUEcontinuousunsigned integerDefineProjection \\nknportal.rocket.net\publishedpre\bruce\aerial-imagery\moscow_2018\data\Mos_2018_I_05.tif PROJCS['NAD_1983_Idaho_TM',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['Transverse_Mercator'],PARAMETER['False_Easting',2500000.0],PARAMETER['False_Northing',1200000.0],PARAMETER['Central_Meridian',-114.0],PARAMETER['Scale_Factor',0.9996],PARAMETER['Latitude_Of_Origin',42.0],UNIT['Meter',1.0]]DefineProjection \\nknportal.rocket.net\publishedpre\bruce\aerial-imagery\moscow_2018\data\Mos_2018_I_05.tif PROJCS['NAD_1983_2011_StatePlane_Idaho_West_FIPS_1103_Ft_US',GEOGCS['GCS_NAD_1983_2011',DATUM['D_NAD_1983_2011',SPHEROID['GRS_1980',6378137.0,298.257222101]],PRIMEM['Greenwich',0.0],UNIT['Degree',0.0174532925199433]],PROJECTION['Transverse_Mercator'],PARAMETER['False_Easting',2624666.666666666],PARAMETER['False_Northing',0.0],PARAMETER['Central_Meridian',-115.75],PARAMETER['Scale_Factor',0.9999333333333333],PARAMETER['Latitude_Of_Origin',41.66666666666666],UNIT['Foot_US',0.3048006096012192]]ProjectedGCS_NAD_1983_2011Linear Unit: Foot_US (0.304801)NAD_1983_2011_StatePlane_Idaho_West_FIPS_1103_Ft_US<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["NAD_1983_2011_StatePlane_Idaho_West_FIPS_1103_Ft_US",GEOGCS["GCS_NAD_1983_2011",DATUM["D_NAD_1983_2011",SPHEROID["GRS_1980",6378137.0,298.257222101]],PRIMEM["Greenwich",0.0],UNIT["Degree",0.0174532925199433]],PROJECTION["Transverse_Mercator"],PARAMETER["False_Easting",2624666.666666666],PARAMETER["False_Northing",0.0],PARAMETER["Central_Meridian",-115.75],PARAMETER["Scale_Factor",0.9999333333333333],PARAMETER["Latitude_Of_Origin",41.66666666666666],UNIT["Foot_US",0.3048006096012192],AUTHORITY["EPSG",6453]]</WKT><XOrigin>-15822600</XOrigin><YOrigin>-47951700</YOrigin><XYScale>137250677.77723414</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.0032808333333333331</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>103034</WKID><LatestWKID>6453</LatestWKID></ProjectedCoordinateSystem>20190117140401002019011714040100Microsoft Windows Server 2008 R2 Version 6.1 (Build 7601) Service Pack 1; Esri ArcGIS 10.6.0.83211-116.950496-116.93835446.73443146.726082Moscow, Idaho: Aerial Mapping 20182018-07-30Access Geographic, LLC, on behalf of Moscow, IdahoMoscow, IDMoscow, IDraster digital data<DIV STYLE="text-align:Left;"><DIV><P><SPAN>This geospatial dataset was created for the City of Moscow, Idaho as a seamless 3-inch pixel resolution orthorectified aerial imagery and topographic dataset covering approximately 25 square miles of the city and environs. Topographic data extraction includes 1-foot interval contour mapping in both NAVD88 and NGVD29 (adjusted at -~3.60' relative to NAVD88). An UltraCamX Digital Camera System was used to collect the project area on April 19th, with a 60 percent forward / 30 percent side overlap. Native projection is Idaho West State Plane, NAD83(2011), NAVD88 with units in US Survey Feet. Control for the project was provided by the City of Moscow and an original surface extraction was generated. The orthophotography content was processed as 24-bit RGB.</SPAN></P></DIV></DIV>This dataset was created as a geospatial visualization and planning tool for Moscow, Idaho.This dataset was created for the City of Moscow, Idaho by Access Geographic, LLC, Tempe, Arizona in conjunction with Zennacle Geospatial and Peregrine Aerial SurveysUniversity of IdahoUnited StatesIdaho [State]Moscow [City]State Route 8Latah [County]US Highway 95landscapeterrainLeaf-off2018AprilWinterContoursPlanimetricNatural ColorDigitalAerial PhotographyTopographicAerial ImageryOrthophotographyOrthorectified3-inch3-BandUniversity of IdahoLeaf-offContours2018United StatesIdaho [State]Moscow [City]State Route 8PlanimetricNatural ColorDigitalMarchlandscapeterrainAerial PhotographyLatah [County]TopographicUS Highway 95Aerial ImageryOrthophotographyWinterOrthorectified3-inch3-BandCarey EdwardCity of Moscow, Idaho(208) 883-7000221 East Second StreetMoscowIdaho83843The distributor invokes its sovereign and governmental immunity in allowing access to or use of this data, makes no warranties as to validity, and assumes no liability associated with the use or misuse of this information.Contact the City of Moscow, Idaho<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Contact the City of Moscow, Idaho</SPAN></P></DIV></DIV></DIV>dataset2102323650.000000 1846600.0000002323650.000000 1849600.0000002326650.000000 1849600.0000002326650.000000 1846600.0000002325150.000000 1848100.000000120000.250000120000.250000Band_1255.0000000.0000008Band_2255.0000000.0000008Band_3255.0000000.000000820190117/9j/4AAQSkZJRgABAQEAAQABAAD/2wBDAAgGBgcGBQgHBwcJCQgKDBQNDAsLDBkSEw8UHRofHh0a
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CiiigD//2Q==EPSG8.9.3(10.3.1)Robert C, MooreAccess Geographic, LLC(480) 709-2710TempeAZ85282rmoore@accessgeographic.comThe referenced source imagery utilized an original digital surface model supported by surveyed ground control and airborne GPS and IMU data. Quality Control procedures included manual assessments of automated results and visual association during the production process.Quality Control procedures included manual assessments of automated results and visual assessments during the production process.Accuracy of both airborne GPS and surveyed ground control are evaluated through the bundle adjustment. Digital acquisition frames are visually assessed for any abnormalities in color and quality. A 'blunder detection' phase is utilized during the AT process to ensure comprehensive tolerance. Quality control for the surface model includes a comprehensive quantitative analysis, a independent spot assessment, and a final qualitative analysis in completed with a visual review.The AT adjustment process positively identifies any point that is out of tolerance with other values in the block. Out of tolerance points are promptly identified due to a survey error, a point coding error or a measurement error. These errors are detected during the preliminary adjustments and corrected for the final adjustment.UX acquisition frames were processed as Level 3 images using Vexcel UltraMap Software. Surveyed ground control and ABGPS control support the Aerial Triangulation process using Intergraph ISAT and Z/I software. An original surface model was generated. The digital orthorectified imagery was then generated based on this methodology and mosiaked as a seamless imagery coverage.Robert MooreAccess Geographic, LLC(480) 709-27103116 S. Mill Ave., Ste 193TempeAZ85282rmoore@accessgeographic.comCarey EdwardsCity of Moscow, Idaho(208) 883-7000221 East Second StreetMoscowIdaho83843The orthorectified imagery product was released in uncompressed an TIFF/TFW format and compressed SID/SDW format. Topographic data was released in .dxf formatting.