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<Format Sync="TRUE">MrSID</Format>
<HasPyramids Sync="TRUE">TRUE</HasPyramids>
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<ArcGISProfile>ItemDescription</ArcGISProfile>
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<mdChar>
<CharSetCd value="004"/>
</mdChar>
<mdHrLv>
<ScopeCd value="005"/>
</mdHrLv>
<mdContact>
<rpOrgName>Quantum Spatial, Inc.</rpOrgName>
<rpCntInfo>
<cntPhone>
<voiceNum>859-277-8700</voiceNum>
<faxNum>859-277-8901</faxNum>
</cntPhone>
<cntAddress addressType="both">
<delPoint>523 Wellington Way</delPoint>
<city>Lexington</city>
<adminArea>KY</adminArea>
<postCode>40503</postCode>
<country>US</country>
</cntAddress>
<cntHours>Monday through Friday 8:00 AM to 5:00 PM (Eastern Time)</cntHours>
<cntInstr>If unable to reach the contact by telephone, please send an email. You
should get a response within 24 hours.</cntInstr>
</rpCntInfo>
<role>
<RoleCd value="007"/>
</role>
</mdContact>
<mdDateSt Sync="TRUE">20210917</mdDateSt>
<mdStanName>ArcGIS Metadata</mdStanName>
<mdStanVer>1.0</mdStanVer>
<distInfo>
<distFormat>
<formatName Sync="TRUE">Raster Dataset</formatName>
</distFormat>
</distInfo>
<dataIdInfo>
<idCitation>
<resTitle>Aerial 2018 SID</resTitle>
<date>
<pubDate>2018-08-30</pubDate>
</date>
<citRespParty>
<rpOrgName>Quantum Spatial, Inc.</rpOrgName>
<role>
<RoleCd value="006"/>
</role>
</citRespParty>
<presForm>
<PresFormCd value="005"/>
</presForm>
<presForm>
<fgdcGeoform>remote-sensing image</fgdcGeoform>
</presForm>
</idCitation>
<idAbs>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN&gt;Product: This orthoimagery data set includes 3-inch 8-bit 4-band (RGBN) digital orthoimage mosaics in MrSID format (20:1 compression). &lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;Geographic Extent: The AOI covers approximately 28 total square miles of the City of Salinas in the State of California. &lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;Dataset Description: City of Salinas, CA 2018 Orthoimagery project called for the planning, acquisition, processing, and derivative products of imagery data to be collected at a ground sample distance (GSD) of 0.25 foot. Project specifications are based on the U.S. Geological Survey National Geospatial Program Base Ortho Specification, Version 1.0. The data were developed based on a horizontal projection/datum of NAD83 (2011) California State Plane Coordinate System, Zone 4, US Survey Feet. Orthoimagery data were delivered as stereo imagery pairs in GeoTIFF format, 131 individual 0.25-foot 2,640 feet x 2,640 feet 8-bit, 4-band (RGBN) GeoTIFF tiles, and a 0.25-foot 8-bit, 4-band (RGBN) 20:1 compressed MrSID mosaic. Ground Conditions: Aerial photography was captured during the summer of 2018, while no snow was on the ground and rivers were at or below normal levels. In order to post process the imagery data to meet task order specifications and meet horizontal accuracy guidelines, Quantum Spatial, Inc. utilized a total of 16 surveyed control points throughout the project area to assess the horizontal accuracy of the data. These checkpoints were not used to calibrate or post process the data.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</idAbs>
<idPurp>This dataset depicts geographic features on the surface of the earth. It was created to current imagery data for the project area.</idPurp>
<idStatus>
<ProgCd value="001"/>
</idStatus>
<resMaint>
<maintFreq>
<MaintFreqCd value="none planned."/>
</maintFreq>
</resMaint>
<placeKeys>
<keyword>State of California</keyword>
<keyword>City of Salinas</keyword>
<keyword>Monterey County</keyword>
</placeKeys>
<themeKeys>
<keyword>0.25-foot orthoimage</keyword>
<keyword>MrSID</keyword>
<keyword>rectified photograph</keyword>
<keyword>rectified image</keyword>
<keyword>orthophoto</keyword>
<keyword>natural color orthophoto</keyword>
<keyword>orthoimage</keyword>
<keyword>image map</keyword>
</themeKeys>
<searchKeys>
<keyword>0.25-foot orthoimage</keyword>
<keyword>MrSID</keyword>
<keyword>rectified photograph</keyword>
<keyword>rectified image</keyword>
<keyword>orthophoto</keyword>
<keyword>natural color orthophoto</keyword>
<keyword>orthoimage</keyword>
<keyword>image map</keyword>
<keyword>State of California</keyword>
<keyword>City of Salinas</keyword>
<keyword>Monterey County</keyword>
</searchKeys>
<resConst>
<Consts>
<useLimit>&lt;DIV STYLE="text-align:Left;"&gt;&lt;DIV&gt;&lt;P&gt;&lt;SPAN STYLE="font-weight:bold;text-decoration:underline;"&gt;Quantum Spatial, Inc. Use Limitations:&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN&gt;None. However, users should be aware that temporal changes may have occurred since this data set was collected and that some parts of these data may no longer represent actual surface conditions. Users should not use these data for critical applications without a full awareness of their limitations.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN STYLE="font-weight:bold;text-decoration:underline;"&gt;City of Salinas Use Limitations:&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN STYLE="font-weight:bold;text-decoration:underline;"&gt;Disclaimer_Warranties/Accuracy:&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN STYLE="font-weight:bold;text-decoration:underline;"&gt;GIS data in this map are provided as an information resource for the public use and are provided "AS IS" without warranties of any kind, expressed or implied. To the fullest extent permissible under applicable law, THE CITY OF SALINAS DISCLAIMS ALL WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND TITLE TO ANY OF THE MATERIALS PROVIDED. The City of Salinas does not warrant that the functions contained in the materials will be uninterrupted or error-free. The City of Salinas does not warrant or make any representations regarding the use of the results in this dataset, or through links to other data, in terms of their correctness, accuracy, reliability or otherwise. The USER assumes the entire cost of all necessary servicing, repair or corrections.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN STYLE="font-weight:bold;text-decoration:underline;"&gt;THE CITY OF SALINAS SHALL NOT BE HELD LIABLE FOR ANY IMPROPER OR INCORRECT USE OF MATERIALS OR INFORMATION PROVIDED AND ASSUMES NO RESPONSIBILITY FOR ANY USERS' USE OF THEM. IN NO EVENT SHALL THE CITY OF SALINAS BE LIABLE FOR ANY DAMAGES, WHETHER DIRECT, INDIRECT, INCIDENTAL, SPECIAL, EXEMPLARY OR CONSEQUENTIAL (INCLUDING, BUT NOT LIMITED TO, BUSINESS INTERRUPTION OR LOSS OF USE, DATA, OR PROFITS) REGARDLESS OF CAUSE, AND ON ANY THEORY OF LIABILITY, WHETHER IN CONTRACT, STRICT LIABILITY, OR TORT (INCLUDING NEGLIGENCE OR OTHERWISE) ARISING IN ANY WAY OUT OF THE USE OF THIS DATA AND INFORMATION CONTAINED WITHIN THE DATASET, EVEN IF ADVISED OF THE POSSIBILITY OF SUCH DAMAGE.THIS DISCLAIMER OF LIABILITY APPLIES TO ANY DAMAGES OR INJURY, INCLUDING BUT NOT LIMITED TO THOSE CAUSED BY ANY FAILURE OF PERFORMANCE, ERROR, OMISSION, INTERRUPTION, DELETION, DEFECT, DELAY, COMPUTER VIRUS, COMMUNICATION LINE FAILURE, THEFT, OR DESTRUCTION OF DATA, WHETHER FOR BREACH OF CONTRACT, TORTIOUS BEHAVIOR, NEGLIGENCE, OR UNDER ANY OTHER CAUSE OF ACTION.&lt;/SPAN&gt;&lt;/P&gt;&lt;P&gt;&lt;SPAN STYLE="font-weight:bold;text-decoration:underline;"&gt;Users are encouraged to consult with appropriate and accredited professional advisors for advice concerning specific matters before making any decision, and the City of Salinas disclaims any responsibility for positions taken by individuals or corporations in their individual cases or for any misunderstanding and losses, directly or indirectly, on the part of the users. Changes are made periodically to many City documents, including municipal codes, charter sections, regulations, guidelines, and schedules, and these changes may or may not be reflected in the materials or information present in the City of Salinas' GIS data. The data provided herein may therefore, be inaccurate or out of date and any person or entity who relies on said information for any purpose whatsoever does so solely at his or her own risk. Additionally, because the GIS data is frequently under development, materials and information may be deleted, modified or moved without advance notice.Continued use of this website/GIS data is conditioned upon your implicit acceptance of the terms and the conditions set forth on this website. If you do not agree, please refrain from using the GIS maps and other data sets on the website.&lt;/SPAN&gt;&lt;/P&gt;&lt;/DIV&gt;&lt;/DIV&gt;</useLimit>
</Consts>
</resConst>
<resConst>
<LegConsts>
<useLimit>City of Salinas Public Works Department, GIS Division shall not be held liable for
improper or incorrect use of these data. These data and related graphics are not legal
documents and are not intended to be used as such. The information contained in these
data is dynamic and may change over time. The data are not better than the original
sources from which they were derived. It is the responsibility of the data user to use
the data appropriately and within the limitations of geospatial data in general. City of
Salinas Public Works Department, GIS Division gives no warranty, expressed or implied,
as to the accuracy, reliability, or completeness of these data. It is strongly
recommended that these data be directly acquired from City of Salinas Public Works
Department, GIS Division, and not indirectly through other sources which may have
changed the data in some way. This disclaimer applies both to individual use of the data
and aggregate use with other data.</useLimit>
</LegConsts>
</resConst>
<spatRpType>
<SpatRepTypCd value="002"/>
</spatRpType>
<envirDesc>Windows 10.1; Esri ArcGIS 10.3.1; ImageStation Orientation 2015/Version 15.00.0000
Build 395; Leica MissionPro version 11.6 ; OrthoPro v.06.02.0100.00017</envirDesc>
<dataExt>
<geoEle>
<GeoBndBox>
<exTypeCode>true</exTypeCode>
<westBL>-121.6869902</westBL>
<eastBL>-121.5739932</eastBL>
<northBL>36.73424221</northBL>
<southBL>36.63902944</southBL>
</GeoBndBox>
</geoEle>
</dataExt>
<dataExt>
<exDesc>ground condition</exDesc>
<tempEle>
<TempExtent>
<exTemp>
<TM_Instant>
<tmPosition>2018-06-18</tmPosition>
</TM_Instant>
</exTemp>
</TempExtent>
</tempEle>
</dataExt>
<dataLang>
<languageCode Sync="TRUE" value="eng"/>
<countryCode Sync="TRUE" value="USA"/>
</dataLang>
<dataExt>
<geoEle>
<GeoBndBox esriExtentType="search">
<exTypeCode Sync="TRUE">1</exTypeCode>
<westBL Sync="TRUE">-121.690040</westBL>
<eastBL Sync="TRUE">-121.569336</eastBL>
<northBL Sync="TRUE">36.743165</northBL>
<southBL Sync="TRUE">36.631851</southBL>
</GeoBndBox>
</geoEle>
</dataExt>
<idCredit>Quantum Spatial, Inc.</idCredit>
</dataIdInfo>
<mdConst>
<Consts>
<useLimit>None.</useLimit>
</Consts>
</mdConst>
<mdConst>
<LegConsts>
<accessConsts>
<RestrictCd value="008"/>
</accessConsts>
<othConsts>None.</othConsts>
</LegConsts>
</mdConst>
<mdConst>
<SecConsts>
<class>
<ClasscationCd value="001"/>
</class>
<classSys>None.</classSys>
<handDesc>NONE</handDesc>
</SecConsts>
</mdConst>
<dqInfo>
<dqScope>
<scpLvl>
<ScopeCd value="005"/>
</scpLvl>
</dqScope>
<report type="DQConcConsis">
<measDesc>All GeoTIFF tagged data and image file sizes are validated using commercial GIS
software to ensure proper loading before being archived. This validation procedure
ensures correct physical format and field values for tagged elements. Seamlines and tile
edges are visually inspected. Seamline mismatches are corrected unless the overall
displacement is less than one pixel.</measDesc>
</report>
<report type="DQCompOm">
<measDesc>Orthoimages are visually inspected for completeness to ensure that no gaps or
image misplacements exist within and between adjacent images. These images are derived
by mosaicing multiple images to ensure complete coverage. Source imagery is cloud
free.</measDesc>
</report>
<report dimension="horizontal" type="DQAbsExtPosAcc">
<measDesc>The horizontal accuracy was tested with 16 surveyed control points. These
checkpoints were not used in the calibration or post-processing of the imagery
data. The checkpoints were distributed throughout the project area and were
surveyed using GPS techniques. See survey report for additional survey
methodologies. The x and y positions of where the checkpoints fell on the
orthoimagery were collected. These values were then compared to the surveyed
control point x and y values. Accuracy has been tested to meet 2 centimeters
(0.065 feet) or better RMSE as designated by the NOAA Technical Memorandum NOS
NGS 59.</measDesc>
<evalMethDesc>Tested 0.0094 meters (0.031 feet) RMSEx. The RMSEx of the imagery was
calculated using 16 independent checkpoints.</evalMethDesc>
<measResult>
<QuanResult>
<quanVal>0.0094</quanVal>
</QuanResult>
</measResult>
</report>
<report dimension="horizontal" type="DQAbsExtPosAcc">
<measDesc>The horizontal accuracy was tested with 16 surveyed control points. These
checkpoints were not used in the calibration or post-processing of the imagery
data. The checkpoints were distributed throughout the project area and were
surveyed using GPS techniques. See survey report for additional survey
methodologies. The x and y positions of where the checkpoints fell on the
orthoimagery were collected. These values were then compared to the surveyed
control point x and y values. Accuracy has been tested to meet 2 centimeters
(0.065 feet) or better RMSE as designated by the NOAA Technical Memorandum NOS
NGS 59.</measDesc>
<evalMethDesc>Tested 0.0088 meters (0.029 feet) RMSEy. The RMSEy of the imagery was
calculated using 16 independent checkpoints.</evalMethDesc>
<measResult>
<QuanResult>
<quanVal>0.0088</quanVal>
</QuanResult>
</measResult>
</report>
<report dimension="vertical" type="DQAbsExtPosAcc">
<measDesc>The vertical accuracy was tested with 17 surveyed control points. These
checkpoints were not used in the calibration or post-processing of the imagery
data. The checkpoints were distributed throughout the project area and were
surveyed using GPS techniques. See survey report for additional survey
methodologies. The elevations of where the checkpoints fell on the orthoimagery
were collected. These values were then compared to the surveyed control point
elevation values. Accuracy has been tested to meet 5 centimeters (0.164 feet) or
better RMSE as designated by the NOAA Technical Memorandum NOS NGS
59.</measDesc>
<evalMethDesc>Tested 0.0177 meters (0.058 feet) RMSEz. The RMSEz of the imagery was
calculated using 17 independent checkpoints.</evalMethDesc>
<measResult>
<QuanResult>
<quanVal>0.0177</quanVal>
</QuanResult>
</measResult>
</report>
<dataLineage>
<prcStep>
<stepDesc>Orthophoto Processing: Utilizing all color bands (red, green, blue, and
near-infrared), digital orthorectification was performed using bilinear
interpolation algorithms resulting in a spatial and radiometric transformation
of the digital image from line/sample space into NAD83 (2011) California State
Plane Coordinate System, Zone 4, US Survey Feet. The interior and exterior
orientation parameters from the aerotriangulation process were used to project
each pixel into the ground coordinate system, while the ortho grade DTM was used
to correct for relief displacement. Radiometric correction software and
techniques were used to create orthophoto files that minimize the appearance of
image seams and without loss of feature signature. Orthophotos are checked for
geometric accuracy, image quality, and are tonally balanced to produce a uniform
contrast and tone across the entire project. The individual overlapping
orthophoto frames were mosaiced together.</stepDesc>
<stepDateTm>2018</stepDateTm>
<stepSrc type="used">
<srcCitatn>
<resAltTitle>Georefs</resAltTitle>
</srcCitatn>
</stepSrc>
<stepSrc type="used">
<srcCitatn>
<resAltTitle>AT</resAltTitle>
</srcCitatn>
</stepSrc>
<stepSrc type="used">
<srcCitatn>
<resAltTitle>Control</resAltTitle>
</srcCitatn>
</stepSrc>
<stepSrc type="used">
<srcCitatn>
<resAltTitle>DTM</resAltTitle>
</srcCitatn>
</stepSrc>
<stepSrc type="produced">
<srcCitatn>
<resAltTitle>Orthos</resAltTitle>
</srcCitatn>
</stepSrc>
</prcStep>
<dataSource>
<srcDesc>This data source was used (along with the airborne GPS/IMU Data) to aid in
the georeferencing of the LiDAR point cloud data.</srcDesc>
<srcMedName>
<MedNameCd value="015"/>
</srcMedName>
<srcCitatn>
<resTitle>Control Survey Report</resTitle>
<resAltTitle>CONTROL</resAltTitle>
<date>
<pubDate>2018</pubDate>
</date>
<citRespParty>
<rpOrgName>Quantum Spatial, Inc.</rpOrgName>
<role>
<RoleCd value="006"/>
</role>
</citRespParty>
<presForm>
<PresFormCd value="vector digital data and tabular data"/>
</presForm>
<presForm>
<fgdcGeoform>vector digital data and tabular data</fgdcGeoform>
</presForm>
</srcCitatn>
<srcExt>
<exDesc>ground condition</exDesc>
<tempEle>
<TempExtent>
<exTemp>
<TM_Instant>
<tmPosition>2018</tmPosition>
</TM_Instant>
</exTemp>
</TempExtent>
</tempEle>
</srcExt>
</dataSource>
<dataSource>
<srcDesc>Aerial imagery was acquired using a Vexcel UltraCam Falcon Prime Airborne
Digital Sensor with a flight design that included a total of 17 flight lines.
Aerial imagery was supplemented with the simultaneous acquisition of airborne
GPS/IMU data, which captured the ground coordinate for the nadir point of each
photograph. Aerial imagery was collected to support a minimum 3-inch ground
sample distance (GSD) and collection forward overlap was 80 percent and sidelap
was 60 percent.</srcDesc>
<srcMedName>
<MedNameCd value="external hard drive"/>
</srcMedName>
<srcCitatn>
<resTitle>Georeferenced Single Frames</resTitle>
<resAltTitle>PHOTO</resAltTitle>
<date>
<pubDate>2018</pubDate>
</date>
<citRespParty>
<rpOrgName>Quantum Spatial, Inc.</rpOrgName>
<role>
<RoleCd value="006"/>
</role>
</citRespParty>
<presForm>
<PresFormCd value="005"/>
</presForm>
<presForm>
<fgdcGeoform>remote-sensing image</fgdcGeoform>
</presForm>
</srcCitatn>
<srcExt>
<exDesc>ground condition</exDesc>
<tempEle>
<TempExtent>
<exTemp>
<TM_Instant>
<tmPosition>2018</tmPosition>
</TM_Instant>
</exTemp>
</TempExtent>
</tempEle>
</srcExt>
</dataSource>
<dataSource>
<srcDesc>Softcopy aerotriangulation was performed utilizing the airborne GPS/IMU
data, GPS ground control, and image coordinate measurements allowing the direct
computation of the exterior orientation parameters for each image of the
project.</srcDesc>
<srcMedName>
<MedNameCd value="015"/>
</srcMedName>
<srcCitatn>
<resTitle>Aerotriangulation</resTitle>
<resAltTitle>AT</resAltTitle>
<date>
<pubDate>2018</pubDate>
</date>
<citRespParty>
<rpOrgName>Quantum Spatial</rpOrgName>
<role>
<RoleCd value="006"/>
</role>
</citRespParty>
<presForm>
<PresFormCd value="008"/>
</presForm>
<presForm>
<fgdcGeoform>model</fgdcGeoform>
</presForm>
</srcCitatn>
<srcExt>
<exDesc>ground condition</exDesc>
<tempEle>
<TempExtent>
<exTemp>
<TM_Instant>
<tmPosition>2018</tmPosition>
</TM_Instant>
</exTemp>
</TempExtent>
</tempEle>
</srcExt>
</dataSource>
<dataSource>
<srcDesc>Digital elevation data in ESRI raster format from LiDAR and stereo
compilation was provided by the City of Salinas.</srcDesc>
<srcMedName>
<MedNameCd value="015"/>
</srcMedName>
<srcCitatn>
<resTitle>DEM</resTitle>
<resAltTitle>DEM</resAltTitle>
<date>
<pubDate>2018</pubDate>
</date>
<citRespParty>
<rpOrgName>City of Salinas</rpOrgName>
<role>
<RoleCd value="006"/>
</role>
</citRespParty>
<presForm>
<PresFormCd value="005"/>
</presForm>
<presForm>
<fgdcGeoform>raster digital data</fgdcGeoform>
</presForm>
</srcCitatn>
<srcExt>
<exDesc>ground condition</exDesc>
<tempEle>
<TempExtent>
<exTemp>
<TM_Instant>
<tmPosition>2018</tmPosition>
</TM_Instant>
</exTemp>
</TempExtent>
</tempEle>
</srcExt>
</dataSource>
</dataLineage>
</dqInfo>
<eainfo>
<overview>
<eaover>four band orthoimagery is organized in four color bands or channels which
represent the red, green, blue, and near-infrared portions of the spectrum. Each
image pixel is assigned a quadruplet of numeric values, one for each color band.
Numeric values range from 0 to 255. Void areas have a value of 0,0,0,0
(black).</eaover>
<eadetcit>U.S. Department of the Interior, U.S. Geological Survey, 1996, Standards for
Digital Orthophotos: Reston, VA.</eadetcit>
</overview>
</eainfo>
<mdLang>
<languageCode Sync="TRUE" value="eng"/>
<countryCode Sync="TRUE" value="USA"/>
</mdLang>
<mdHrLvName Sync="TRUE">dataset</mdHrLvName>
<refSysInfo>
<RefSystem>
<refSysID>
<identCode Sync="TRUE" code="0"/>
</refSysID>
</RefSystem>
</refSysInfo>
<spatRepInfo>
<Georect>
<cellGeo>
<CellGeoCd Sync="TRUE" value="002"/>
</cellGeo>
<numDims Sync="TRUE">2</numDims>
<tranParaAv Sync="TRUE">1</tranParaAv>
<chkPtAv Sync="TRUE">0</chkPtAv>
<cornerPts>
<pos Sync="TRUE">5773574.999948 2124159.000059</pos>
</cornerPts>
<cornerPts>
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