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Supplemental Materials 2026-01-21
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Last modified
1/22/2026 9:02:20 AM
Creation date
1/22/2026 9:01:00 AM
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Template:
PDD_Planning_Development
File Type
PDF
File Year
25
File Sequence Number
1
Application Name
Braewood Hills 3rd Addition
Document Type
Supplemental Materials
Document_Date
1/21/2026
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Yes
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Assumed conduit outlet invert elevation equal to downstream node invert <br />elevation. <br /> WARNING 116 : Conduit inlet invert elevation defined for Conduit PIPE-UPPER-TO-LOWER is below <br />upstream node invert elevation. <br /> Assumed conduit inlet invert elevation equal to upstream node invert elevation. <br /> WARNING 002 : Max/rim elevation (depth) increased to account for connecting conduit height <br />dimensions for Node Jun-13. <br /> WARNING 002 : Max/rim elevation (depth) increased to account for connecting conduit height <br />dimensions for Node Jun-17. <br /> WARNING 102 : Storage Node DET-2 did not have a maximum elevation defined to account for the <br />storage of water. <br /> The maximum depth defined for the corresponding storage curve was used. <br /> WARNING 102 : Storage Node DET-3 did not have a maximum elevation defined to account for the <br />storage of water. <br /> The maximum depth defined for the corresponding storage curve was used. <br /> WARNING 102 : Storage Node DET-4 did not have a maximum elevation defined to account for the <br />storage of water. <br /> The maximum depth defined for the corresponding storage curve was used. <br /> WARNING 102 : Storage Node DET-5 did not have a maximum elevation defined to account for the <br />storage of water. <br /> The maximum depth defined for the corresponding storage curve was used. <br /> Analysis began on: Thu Oct 30 17:04:31 2025 <br /> Analysis ended on: Thu Oct 30 17:04:37 2025 <br /> Total elapsed time: 00:00:06 <br />Autodesk Storm and Sanitary AnalysisAutodesk Storm and Sanitary Analysis
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