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RFI (rec. 5.06.26) 2567 - Appendix B - Site-Based Stormwater Management Plan (SBSMP) (Ver. 2)

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                124.5




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SW                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FLOWS ONTO TAYLOR COURT AS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5-2                                                                                                                                                                                                                                         124.0




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       22 6-1
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                                                                                                                                                                                                                                                                           12                                           13                                   14                           15                                   16                                                                                                                  17                                           18                                          19                                   20                                             21                                                                                                                 23




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BYPASS CATCHMENT
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