{
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    "item_count": 17,
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    "build_ms": 2,
    "items": [
        {
            "id": "p69.1",
            "order": 1,
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            "bbox": {
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            "text": "2 will be upsized to a 42-inch pipe, and several cross drains will be extended to accommodate roadway widening; Peak stages are reduced or maintained under proposed conditions, and no roadway overtopping is anticipated for the 50-year design storm. In conclusion, the proposed drainage, floodplain compensation, and cross drain improvements adequately support the Interim Improvements and Preferred Alternative widening of US 41 and the replacement of the DeSoto Bridge. The evaluation demonstrates compliance with applicable FDOT, FEMA, and Southwest Florida Water Management District (SWFWMD) criteria while minimizing floodplain impacts, maintaining hydraulic performance, and supporting the project's transportation and safety objectives."
        },
        {
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            "text": "5.4.17 Utilities and Railroads",
            "attrs": {
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        {
            "id": "p69.3",
            "order": 3,
            "type": "text",
            "bbox": {
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            "text": "Existing railroad crossings are described in Section 2.2.17. Railroads will not be impacted by this project."
        },
        {
            "id": "p69.4",
            "order": 4,
            "type": "link",
            "bbox": {
                "l": 409.176,
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            "text": "7.1.22",
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        },
        {
            "id": "p69.5",
            "order": 5,
            "type": "text",
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                "l": 69.6,
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                "r": 444.48,
                "b": 476.16
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            "text": "Information on utilities and potential impacts are provided in Section 7.1.22"
        },
        {
            "id": "p69.6",
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            "type": "heading",
            "bbox": {
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            "text": "5.4.18 Survey and Mapping",
            "attrs": {
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        {
            "id": "p69.7",
            "order": 7,
            "type": "text",
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            "text": "Survey and right-of-way maps will be completed in the design phase."
        },
        {
            "id": "p69.8",
            "order": 8,
            "type": "text",
            "bbox": {
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            "text": "The Preferred Alternative and Interim Improvements will require the acquisition of additional right-of-way from parts of property parcels. The Build Alternative will have anticipated potential relocations of business or residential. Right-of-Way Impacts and Relocations are described in detail in Section 7.1.3."
        },
        {
            "id": "p69.9",
            "order": 9,
            "type": "heading",
            "bbox": {
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            "text": "5.4.19 Geotechnical Investigation",
            "attrs": {
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            },
            "level": 3
        },
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            "id": "p69.10",
            "order": 10,
            "type": "text",
            "bbox": {
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                "r": 541.68,
                "b": 286.08
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            "text": "Section 2.2.21 discusses soils and geotechnical data. A Geotechnical Investigation will be done during the design phase."
        },
        {
            "id": "p69.11",
            "order": 11,
            "type": "heading",
            "bbox": {
                "l": 69.84,
                "t": 275.76,
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                "b": 261.84
            },
            "text": "5.4.20 Structures and Bridges",
            "attrs": {
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            },
            "level": 3
        },
        {
            "id": "p69.12",
            "order": 12,
            "type": "text",
            "bbox": {
                "l": 69.84,
                "t": 251.04,
                "r": 269.28,
                "b": 237.36
            },
            "text": "Refer to discussion under Section 7.1.16."
        },
        {
            "id": "p69.13",
            "order": 13,
            "type": "heading",
            "bbox": {
                "l": 69.84,
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                "r": 185.52,
                "b": 212.64
            },
            "text": "5.4.21 Perimeter Walls",
            "attrs": {
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            },
            "level": 3
        },
        {
            "id": "p69.14",
            "order": 14,
            "type": "text",
            "bbox": {
                "l": 69.12,
                "t": 201.12,
                "r": 542.4,
                "b": 169.92
            },
            "text": "There are no existing perimeter walls within the project limits. The Build Alternative is not anticipated to include perimeter walls."
        },
        {
            "id": "p69.15",
            "order": 15,
            "type": "heading",
            "bbox": {
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            "text": "5.4.22 Transportation Management Plan",
            "attrs": {
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            },
            "level": 3
        },
        {
            "id": "p69.16",
            "order": 16,
            "type": "text",
            "bbox": {
                "l": 68.88,
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                "b": 86.64
            },
            "text": "The objectives of the Transportation Management Plan are to ensure that existing traffic along US 41 and US 301 experiences minimal disruptions. Construction activities on US 41, particularly in sections of the existing roadway, are expected to be conducted in phases to maintain four lanes."
        },
        {
            "id": "p69.17",
            "order": 17,
            "type": "footer",
            "bbox": {
                "l": 494.64,
                "t": 74.4,
                "r": 540.96,
                "b": 60.24
            },
            "text": "Page | 59",
            "attrs": {
                "block_label": "number"
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