20201123
12563200
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FALSE
CreateMosaicDataset \\gisfs1p\Orthos\Orthos_2010\Orthos2010Mosaic.gdb Mosaic2010 "PROJCS['NAD_1983_StatePlane_Michigan_South_FIPS_2113_Feet_Intl',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',13123359.58005249],PARAMETER['False_Northing',0.0],PARAMETER['Central_Meridian',-84.36666666666666],PARAMETER['Standard_Parallel_1',42.1],PARAMETER['Standard_Parallel_2',43.66666666666666],PARAMETER['Latitude_Of_Origin',41.5],UNIT['Foot',0.3048]];-107138600 -97193800 3048;-100000 10000;-100000 10000;3.28083989501312E-03;0.001;0.001;IsHighPrecision" # # NONE #
DefineOverviews \\gisfs1p\Orthos\Orthos_2010\Orthos2010Mosaic.gdb\Mosaic2010 \\gisfs1p\Orthos\Orthos_2010\Orthos2010Mosaic.Overviews\Mosaic2010.Overviews # # # # 5120 5120 3 NO_FORCE_OVERVIEW_TILES BILINEAR JPEG 80
DefineOverviews \\gisfs1p\Orthos\Orthos_2010\Orthos2010Mosaic.gdb\Mosaic2010 \\gisfs1p\Orthos\Orthos_2010\Orthos2010Mosaic.Overviews\Mosaic2010.Overviews # # # # 5120 5120 3 NO_FORCE_OVERVIEW_TILES BILINEAR JPEG 80
BuildOverviews \\gisfs1p\Orthos\Orthos_2010\Orthos2010Mosaic.gdb\Mosaic2010 # DEFINE_MISSING_TILES GENERATE_OVERVIEWS GENERATE_MISSING_IMAGES REGENERATE_STALE_IMAGES
DefineOverviews \\gisfs1p\orthos\Orthos_2010\Orthos2010Mosaic.gdb\Mosaic2010 \\gisfs1p\orthos\Orthos_2010\Orthos2010Mosaic.Overviews\Mosaic2010.Overviews # # # # 5120 5120 3 NO_FORCE_OVERVIEW_TILES BILINEAR JPEG 80
DefineOverviews \\gisfs1p\orthos\Orthos_2010\Orthos2010Mosaic.gdb\Mosaic2010 \\gisfs1p\orthos\Orthos_2010\Overviews # # # # 5120 5120 3 NO_FORCE_OVERVIEW_TILES BILINEAR JPEG 80
BuildOverviews \\gisfs1p\orthos\Orthos_2010\Orthos2010Mosaic.gdb\Mosaic2010 # DEFINE_MISSING_TILES GENERATE_OVERVIEWS GENERATE_MISSING_IMAGES REGENERATE_STALE_IMAGES
Mosaic2010
file://\\gisfs1p\Orthos\Orthos_2010\Orthos2010Mosaic.gdb
Local Area Network
13300000.000000
13472500.000000
335000.000000
512500.000000
1
Projected
GCS_North_American_1983
Linear Unit: Foot (0.304800)
NAD_1983_StatePlane_Michigan_South_FIPS_2113_Feet_Intl
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Name,MinPS,MaxPS,LowPS,HighPS,Tag,GroupName,ProductName,CenterX,CenterY,ZOrder,Shape_Length,Shape_Area,Year
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20210312
15083500
20210312
15083500
Anita Campbell
Oakland County Application Services
GIS Data Services Supervisor
248.858.2388
248.452.9128
1200 N Telegraph Rd, 49W
Pontiac
MI
48341
US
campbella@oakgov.com
8:30 a.m. to 5:00 p.m.
ArcGIS Metadata
1.0
Erick Phillips
Oakland County One Stop Shop
Supervisor
248.858.4070
248.858.1080
2100 Pontiac Lake Rd, Bldg 41W
Waterford
MI
48328-0412
US
phillipse@oakgov.com
9:00 a.m. to 4:00 p.m.
Varies by data type and agent.
Contact Erick Phillips of the One Stop Shop by phone.
24 hrs.
Shapefiles, .tiff and MrSID
unavailable
Oakland County
EnterpriseOrthoTC2010ImageService
In the Spring of 2010, Southeast Michigan Council of Government (SEMCOG) obtained new orthoimagery for all seven of the membership counties - Livingston, Macomb, Monroe, Oakland, Washtenaw, Wayne, and St. Clair. This metadata is for Oakland County, Michigan.
The project consisted of color digital aerial imagery acquisition and color digital orthophoto production at 0.5-foot ground sample distance (GSD) for Oakland County (approximately 907 square miles). The aerial photography plan and the 2, 500 foot x 2, 500 foot digital orthophoto tiles were based on the SEMCOG approved Tile system, based upon the State Plane Grid. In the Spring of 2010, Southeast Michigan Council of Government (SEMCOG) obtained new orthoimagery for all seven of the membership counties - Livingston, Macomb, Monroe, Oakland, Washtenaw, Wayne, and St. Clair. This metadata is for Oakland County, Michigan.
Anita Campbell
Oakland County Application Services
GIS Data Services Supervisor
248.858.2388
248.452.9128
1200 N Telegraph Rd, Bldg 49W
Pontiac
MI
48341
US
campbella@oakgov.com
8:30 a.m. to 5:00 p.m. EST
Orthophoto
raster
Orthophoto
http://www.oakgov.com/it/gis/Documents/EnhancedAccessPolicy.pdf
Unclassified
Unclassified
http://www.oakgov.com/it/gis/Documents/GISDataPolicies.pdf
-83.712269
-83.072727
42.437945
42.905866
ground condition
2010-04-12
The vendor for this project was Woolpert, Inc.
Version 6.2 (Build 9200) ; Esri ArcGIS 10.7.1.11595
1
-83.712486
-83.063541
42.904418
42.411892
Unknown
Unknown
Digital orthophoto image horizontal positional accuracy shall not exceed 2.12 feet Root Mean Squared (RMSE)
Points measured will produce an error less than 2.12 feet RMSE.
2.12 feet RMSE
The horizontal accuracy requirement meets the FGDC Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy (http://www.fgdc.gov/standards/projects/FGDC-standards-projects/accuracy/part3/index_html).
All control points and test points that are visible on the aerial photography are visited on screen and the X, Y coordinates are displayed. This information is cross-referenced with the X, Y information provided by the ground survey.
0.353 feet RMSE
The Leica ADS80-SH81/82 Airborne Digital Sensor acquires all digital, 12-bit data with the swath width and coverage area of a traditional film camera with up to a 5-centimeter spatial resolution. The sensor is capable of simultaneous acquisition of seven bands of imagery: three panchromatic CCD lines capture information in the forward, nadir and backward views from the aircraft, while four multispectral lines capture data in the red, green, blue, and near color infrared band. The imagery for the SEMCOG 2010 Ortho task order was acquired using the Leica ADS80-SH81/82 multispectral scanner. The fundamental resolution of the imagery was 0.5 foot. The ADS80-SH81/82 utilizes the Applanix POSAV direct positioning and orientation system that is based on airborne GPS and inertial measurement unit (IMU) technology. POSAV data were reduced using the Applanix POSPAC software package (V5.3). All of the source imagery was processed using the Leica XPRO (V4.3) software package. This package provides the capability to perform digital image processing, aerial triangulation, and image rectification. The strips of imagery were ortho rectified to existing digtial elevation model (DEM) data. The individual rectified strips of ortho rectified imagery were then mosaicked together to form a seamless imagery database over the entire task order area using the OrthoVista software (V4.4) by Inpho GmbH. The final digital orthophoto imagery (DOI) 2500 x 2500 feet tiles based on the State Plane coordinates, were extracted using OrthoVista.
Woolpert, Inc
(937) 461-5660
(937) 461-0743
4454 Idea Center Boulevard
Dayton
OH
45430
US
8:00 a.m. to 5:00 p.m. Eastern Time
Digital aerial imagery was acquired to produce 4-band, 8-bit ortho-imagery. This imagery was orthorectified to the terrain data and the ground control survey.
4800
SEMCOG
Orthophoto
2010-01-01
SEMCOG
raster digital data
ground condition
2010-04-12
2
355000
0.500000
345000
0.500000
1
1
0
13300000.000000 335000.000000
13300000.000000 512500.000000
13472500.000000 512500.000000
13472500.000000 335000.000000
13386250.000000 423750.000000
delivery_tiles
Orthophoto image tiles
ESRI
EPSG
5.3(9.0.0)
Band_1
242.000000
5.000000
8
Band_2
242.000000
6.000000
8
Band_3
226.000000
7.000000
8
Band_4
238.000000
8.000000
8
20210312