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<delPoint>555 Main St</delPoint>
<city>Hartford</city>
<adminArea>Connecticut</adminArea>
<postCode>06142-0800</postCode>
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<fgdcGeoform>vector digital data</fgdcGeoform>
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<idAbs>This metadata record describes the planimetrics produced for The Metropolitan District by the Sanborn Map Company. This planimetry was stereo-compiled from 4-band (R, G, B, NIR), 8-bit per pixel aerial photography. The imagery was flown on April 16th and May 3rd of 2015 using an UltraCam Eagle camera and the planimetrics comply with the American Society for Photogrammetry and Remote Sensing Accuracy Standards (ASPRS) for Class 2, large scale maps at 1" = 40'. The average flight altitude was 4200 feet. This planimetry is published in NAD_1983_StatePlane_Connecticut_FIPS_0600_Feet (US Survey Feet). The Vertical datum is National American Vertical Datum of 1983 (NAVD88).</idAbs>
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<rpIndName>Shawn Benham</rpIndName>
<rpOrgName>Sanborn Map Co., Inc.</rpOrgName>
<rpPosName>Project Manager</rpPosName>
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<voiceNum>719-593-0093</voiceNum>
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<delPoint>1935 Jamboree Drive, Suite 100</delPoint>
<city>Colorado Springs</city>
<adminArea>Colorado</adminArea>
<postCode>80920-5358</postCode>
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<keyword>Hartford County</keyword>
<keyword>Connecticut</keyword>
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<keyword>Planimetry</keyword>
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<keyword>Planimetry</keyword>
<keyword>Hartford County</keyword>
<keyword>Connecticut</keyword>
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<evalMethDesc>To ensure feature type attribution is consistent, coded domains were utilized in all feature classes for feature type identification. Geospatial consistency was ensured by defining a topology relationship within and between feature classes in the dataset.</evalMethDesc>
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<report type="DQDomConsis">
<evalMethDesc>To ensure feature type attribution is consistent, coded domains were utilized in all feature classes for feature type identification. Geospatial consistency was ensured by defining a topology relationship within and between feature classes in the dataset.</evalMethDesc>
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<report type="DQConcConsis">
<measDesc>To ensure feature type attribution is consistent, coded domains were utilized in all feature classes for feature type identification. Geospatial consistency was ensured by defining a topology relationship within and between feature classes in the dataset.</measDesc>
</report>
<report type="DQCompOm">
<measDesc>Data completeness was verified through visual inspection against the aerial imagery utilized for stereo-collection.</measDesc>
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<report dimension="horizontal" type="DQAbsExtPosAcc">
<measDesc>This planimetry meets ASPRS Class 2 Accuracy Standards for 1"=40' scale mapping</measDesc>
<evalMethDesc>Specification requires that data meet a 0.8' RMSE requirement. Points were surveyed and compared to location within the planimetry and found to meet this specification.</evalMethDesc>
<measResult>
<QuanResult>
<quanVal>0.455724-foot RMSE</quanVal>
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<measDesc>N/A</measDesc>
<evalMethDesc>Planimetric mapping accuracy is not assessed vertically, but rather horizontally.</evalMethDesc>
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<QuanResult>
<quanVal>0.0</quanVal>
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<stepDesc>QA/QC. Planimetric data was reviewed and reworked as necessary for quality, consistency and completeness.</stepDesc>
<stepDateTm>2015-10-23</stepDateTm>
<stepProc>
<rpIndName>Shawn Benham</rpIndName>
<rpOrgName>Sanborn Map Co., Inc.</rpOrgName>
<rpPosName>Project Manager</rpPosName>
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<voiceNum>719-593-0093</voiceNum>
<faxNum>719-528-5093</faxNum>
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<delPoint>1935 Jamboree Drive, Suite 100</delPoint>
<city>Colorado Springs</city>
<adminArea>CO</adminArea>
<postCode>80920</postCode>
<country>US</country>
<eMailAdd>sbenham@sanborn.com</eMailAdd>
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<stepDesc>Image Acquisition by Sanborn Map Company, April 16th and May 3rd of 2015 , Using a UltraCam Eagle Camera. Imagery and GPS/IMU data is downloaded from disc on the plane to disc on the ground. GPS/IMU mission data is processed together with simultaneously collected ground-based GPS base station data in forward and reverse directions. This precisely determines the aerial camera's position and orientation in the terrain (project) coordinate system and allows for correct orientation of the imagery.</stepDesc>
<stepDateTm>2015-05-01</stepDateTm>
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<rpIndName>Shawn Benham</rpIndName>
<rpOrgName>Sanborn Map Co., Inc.</rpOrgName>
<rpPosName>Project Manager</rpPosName>
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<voiceNum>719-593-0093</voiceNum>
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<delPoint>1935 Jamboree Drive, Suite 100</delPoint>
<city>Colorado Springs</city>
<adminArea>CO</adminArea>
<postCode>80920</postCode>
<country>US</country>
<eMailAdd>sbenham@sanborn.com</eMailAdd>
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<cntHours>8:00 AM - 5:00 PM M-F</cntHours>
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<stepDesc>Stereo-compilation. Softcopy software was used to extract point, line and polygon features from aerial imagery. Feature coding was also applied.</stepDesc>
<stepDateTm>2015-10-01</stepDateTm>
<stepProc>
<rpIndName>Shawn Benham</rpIndName>
<rpOrgName>Sanborn Map Co., Inc.</rpOrgName>
<rpPosName>Project Manager</rpPosName>
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<faxNum>719-528-5093</faxNum>
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<city>Colorado Springs</city>
<adminArea>CO</adminArea>
<postCode>80920</postCode>
<country>US</country>
<eMailAdd>sbenham@sanborn.com</eMailAdd>
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<cntHours>8:00 AM - 5:00 PM M-F</cntHours>
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<stepDesc>Using the processed GPS/IMU data and correctly oriented imagery, a bundle adjustment is computed (AT).</stepDesc>
<stepDateTm>2015-09-01</stepDateTm>
<stepProc>
<rpIndName>Shawn Benham</rpIndName>
<rpOrgName>Sanborn Map Co., Inc.</rpOrgName>
<rpPosName>Project Manager</rpPosName>
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<faxNum>719-528-5093</faxNum>
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<delPoint>1935 Jamboree Drive, Suite 100</delPoint>
<city>Colorado Springs</city>
<adminArea>CO</adminArea>
<postCode>80920</postCode>
<country>US</country>
<eMailAdd>sbenham@sanborn.com</eMailAdd>
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<cntHours>8:00 AM - 5:00 PM M-F</cntHours>
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<srcDesc>Imagery and GPS/IMU data is downloaded from disc on the plane to disc on the ground. GPS/IMU mission data is processed together with simultaneously collected ground-based GPS base station data in forward and reverse directions. This precisely determines the aerial camera's position and orientation in the terrain (project) coordinate system and allows for correct orientation of the imagery.</srcDesc>
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<rpOrgName>Sanborn Map Co., Inc.</rpOrgName>
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<exDesc>ground condition</exDesc>
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<tmBegin>2015-05-15</tmBegin>
<tmEnd>2015-05-22</tmEnd>
</TM_Period>
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<srcDesc>Raw Aerial Imagery - UltraCam Eagle Digital Aerial Camera, Sanborn Map Company.</srcDesc>
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<resTitle>Aerial Imagery</resTitle>
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</date>
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<rpOrgName>Sanborn Map Co., Inc.</rpOrgName>
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<RoleCd value="006"/>
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<exDesc>ground condition</exDesc>
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<tmEnd>2015-05-22</tmEnd>
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<srcDesc>Geodetic ground control is used to create a digital control file and control report as well as QC check of planimetric accuracy. Predefined points within the project area are targeted and photo-identifiable locations are measured. These points along with their precise coordinates are used in the AT process and to check the accuracy of the resulting planimetry.</srcDesc>
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<resTitle>LiDAR</resTitle>
<resAltTitle>CONT</resAltTitle>
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<rpOrgName>Sanborn Map Co., Inc.</rpOrgName>
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<tmEnd>2015-06-10</tmEnd>
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