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            "text": "Location Hydraulic Report\nMarch 2026",
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            "text": "Figure 3 - Proposed Typical Section of SR",
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            "text": "SR 70 TYPICAL SECTION",
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            "text": "b. Cross Drain Design Considerations",
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            "text": "Table 1 provides the required storm events to be analyzed for each cross drain, per the FDOT Drainage Manual and Culvert Handbook requirements.",
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                    "text": "Reason",
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                    "text": "10-year",
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                    "text": "General Roadside Ditch Culverts",
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            "text": "Per the FDOT Drainage Manual, the rainfall depths utilized for the modeling were based on the NOAA Atlas 14 Point Precipitation Frequency Estimates at Arcadia, Florida. For the purposes of the location hydraulic analysis, only the 24-hour duration was reviewed."
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            "text": "Page | 6",
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            "text": "[p11.12.1] This is the design storm for this project.",
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            "text": "SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge\nFM #: 443123-1-22-01",
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