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    <title>topic Re: Automating point creation from bearings/distances in Data Management Questions</title>
    <link>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1950#M114</link>
    <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Are all three distances the same for each direction and each point&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Meaning North 100 meters, north 150 meters, and north 200 meters etc.&lt;/P&gt;&lt;P&gt;Just copy and paste the point&amp;nbsp; features then use the move tool to move the needed distance.&amp;nbsp;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
    <pubDate>Tue, 15 Oct 2019 12:17:16 GMT</pubDate>
    <dc:creator>RobertBorchert</dc:creator>
    <dc:date>2019-10-15T12:17:16Z</dc:date>
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      <title>Automating point creation from bearings/distances</title>
      <link>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1948#M112</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;I am trying to generate points for subplot plot centers based on an already existing point feature class. For each existing point, I need to create 3 points directly north and south at different distances. I found an online forum walking me through the process of manually creating points using the editor toolbar, but I am reluctant to use this method if I don't have to, so I figured I'd ask here first. Has anyone encountered batch processing point creation from this type of information? From each existing point, the bearings/distances will be the same so I imagine it would be a good thing to do using python, but I am just now learning the coding side of ArcMap and have no idea where to start with this.&amp;nbsp;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 15 Oct 2019 02:06:29 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1948#M112</guid>
      <dc:creator>JacquelineHausle</dc:creator>
      <dc:date>2019-10-15T02:06:29Z</dc:date>
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      <title>Re: Automating point creation from bearings/distances</title>
      <link>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1949#M113</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;dx = sin(ang) * distance&lt;/P&gt;&lt;P&gt;dy = cos(ang) * distance&lt;/P&gt;&lt;P&gt;angle measured from 0 due north and clockwise&lt;/P&gt;&lt;P&gt;See help on reading and writing geometries.&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 15 Oct 2019 09:45:49 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1949#M113</guid>
      <dc:creator>NeilAyres</dc:creator>
      <dc:date>2019-10-15T09:45:49Z</dc:date>
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    <item>
      <title>Re: Automating point creation from bearings/distances</title>
      <link>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1950#M114</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Are all three distances the same for each direction and each point&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;Meaning North 100 meters, north 150 meters, and north 200 meters etc.&lt;/P&gt;&lt;P&gt;Just copy and paste the point&amp;nbsp; features then use the move tool to move the needed distance.&amp;nbsp;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 15 Oct 2019 12:17:16 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1950#M114</guid>
      <dc:creator>RobertBorchert</dc:creator>
      <dc:date>2019-10-15T12:17:16Z</dc:date>
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    <item>
      <title>Re: Automating point creation from bearings/distances</title>
      <link>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1951#M115</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;If you already have the table with the X, Y , distance and bearing ….&lt;/P&gt;&lt;P&gt;and anticipating a potential question (how to connect them )&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;&lt;A class="link-titled" href="https://pro.arcgis.com/en/pro-app/tool-reference/data-management/bearing-distance-to-line.htm" title="https://pro.arcgis.com/en/pro-app/tool-reference/data-management/bearing-distance-to-line.htm"&gt;Bearing Distance To Line—Data Management toolbox | ArcGIS Desktop&lt;/A&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;allows you to produce a line connecting the "from" and new "to" points.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;If you don't want the line, then convert the lines to points and you will be done&lt;/P&gt;&lt;P&gt;&lt;A class="link-titled" href="https://pro.arcgis.com/en/pro-app/tool-reference/data-management/feature-vertices-to-points.htm" title="https://pro.arcgis.com/en/pro-app/tool-reference/data-management/feature-vertices-to-points.htm"&gt;Feature Vertices To Points—Data Management toolbox | ArcGIS Desktop&lt;/A&gt;&amp;nbsp;&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 15 Oct 2019 12:35:41 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1951#M115</guid>
      <dc:creator>DanPatterson_Retired</dc:creator>
      <dc:date>2019-10-15T12:35:41Z</dc:date>
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      <title>Re: Automating point creation from bearings/distances</title>
      <link>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1952#M116</link>
      <description>&lt;HTML&gt;&lt;HEAD&gt;&lt;/HEAD&gt;&lt;BODY&gt;&lt;P&gt;Building on Neil's answer it really comes down to simple math.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;I have done something similar on several thousand features.&lt;/P&gt;&lt;P&gt;If the distances are consistent you can easily use my first suggestion.&lt;/P&gt;&lt;P&gt;If they are not and you know the distances.&lt;/P&gt;&lt;P&gt;Create an X,Y (double) and calculate geometry on them (Decimal Degrees)&lt;/P&gt;&lt;P&gt;I then export the table to Excel. It can be done in the database but I do it in excel.&lt;/P&gt;&lt;P&gt;You will need three &amp;nbsp;new XY values for North and three for south&lt;/P&gt;&lt;P&gt;Determine what the distance is in Decimal Degrees&lt;/P&gt;&lt;P&gt;Assuming you have the distances in another row calculate what that distance is in Decimal Degrees&lt;/P&gt;&lt;P&gt;in the cell for the first&amp;nbsp;Y north&amp;nbsp;&amp;nbsp; =Y1 + distance. X will stay the same.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;You can then drag the calculation down all the way.&amp;nbsp; I have done something similar when I had to generate spans between transmission towers and needed to calculate several thousand.&lt;/P&gt;&lt;P&gt;&lt;/P&gt;&lt;P&gt;You can then use they XY to point tool&lt;/P&gt;&lt;/BODY&gt;&lt;/HTML&gt;</description>
      <pubDate>Tue, 15 Oct 2019 12:47:41 GMT</pubDate>
      <guid>https://community.esri.com/t5/data-management-questions/automating-point-creation-from-bearings-distances/m-p/1952#M116</guid>
      <dc:creator>RobertBorchert</dc:creator>
      <dc:date>2019-10-15T12:47:41Z</dc:date>
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