{
    "document_id": 12751,
    "page": 8,
    "width_pt": 612,
    "height_pt": 792,
    "rotation": 0,
    "pipeline_version": "paddleocr-vl-1.6+paul-48",
    "engine": "paddleocr_vl",
    "source_run_id": 12862,
    "item_count": 11,
    "counts_by_type": {
        "figure": 1,
        "footer": 2,
        "header": 1,
        "heading": 1,
        "text": 6
    },
    "build_ms": 27,
    "items": [
        {
            "id": "p8.1",
            "order": 1,
            "type": "header",
            "bbox": {
                "l": 423.12,
                "t": 754.08,
                "r": 544.8,
                "b": 728.64
            },
            "text": "Location Hydraulic Report\nMarch 2026",
            "attrs": {
                "block_label": "header"
            },
            "level": 2
        },
        {
            "id": "p8.2",
            "order": 2,
            "type": "text",
            "bbox": {
                "l": 68.64,
                "t": 724.32,
                "r": 543.36,
                "b": 609.6
            },
            "text": "Further complicating the safety of this intersection is the presence of the Sunoco Gas Station at the south corner, with large, full access driveways on SR 72 and SR 70. The driveway apron on SR 72 is located approximately 65 feet from the SR 70 intersection and the apron on SR 70 is located within approximately 10 feet of the return radius of the intersection of SR 72. The proximity of these driveways to the intersection increases the potential for crashes. The spacing between these two driveways are too close together and do not meet the separation requirements per FDM Table 201.4.2. A review of the crash data (2021-2025) indicates a high number of crashes that occur result in injury, and a need for this intersection to be evaluated by this PD&E. Crash data is further discussed in Section 2.2.16."
        },
        {
            "id": "p8.3",
            "order": 3,
            "type": "text",
            "bbox": {
                "l": 68.64,
                "t": 592.08,
                "r": 543.36,
                "b": 476.4
            },
            "text": "The final element analyzed is the lack of bicycle and pedestrian connectivity in the area. The DeSoto Veterans Memorial Park is located adjacent to the project area on the north side of SR 70 and the Peace River Campground and Canoe Rental business is located the northwest of the project area. Each of these recreation facilities creates non-vehicular demand, primarily for visiting the Sunoco Gas Station. No pedestrian pathways connect to the store and no crossing facilities exist at the SR 72 and SR 70 intersection or within the project area. Crash data shows a pedestrian fatality occurred within the project area along SR 70 in 2016 in an area with no pedestrian facilities. A pedestrian was struck while walking along the westbound SR 70 shoulder."
        },
        {
            "id": "p8.4",
            "order": 4,
            "type": "text",
            "bbox": {
                "l": 69.36,
                "t": 455.04,
                "r": 411.6,
                "b": 441.36
            },
            "text": "The project is currently in the design phase, working towards Phase 2 plans."
        },
        {
            "id": "p8.5",
            "order": 5,
            "type": "heading",
            "bbox": {
                "l": 69.6,
                "t": 431.04,
                "r": 266.4,
                "b": 417.6
            },
            "text": "a. Location Hydraulic Study Purpose",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p8.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 68.4,
                "t": 414.72,
                "r": 543.12,
                "b": 313.68
            },
            "text": "The purpose of this report is to provide a location hydraulic study for the above project, in accordance with 23 CFR 650 Subpart A, Section 650.111. The report utilized the National Flood Insurance Program maps to determine highway location encroachments. This report evaluates risks associated with the implementation of the project, impacts on natural and beneficial floodplain values, the support of incompatible floodplain development, and measures to minimize floodplain impacts. Local, state, and federal water resources and floodplain management agencies were consulted to determine if the proposed project is consistent with existing floodplain management programs."
        },
        {
            "id": "p8.7",
            "order": 7,
            "type": "text",
            "bbox": {
                "l": 68.4,
                "t": 306,
                "r": 542.4,
                "b": 277.68
            },
            "text": "In addition, this report and associated modeling provides detailed estimates of the design high water elevations at the existing cross drain locations and conceptual sizing for the proposed cross drains."
        },
        {
            "id": "p8.8",
            "order": 8,
            "type": "figure",
            "bbox": {
                "l": 45,
                "t": 77.45,
                "r": 119.148,
                "b": 41.2
            },
            "text": "",
            "attrs": {
                "source": "pdf_image"
            }
        },
        {
            "id": "p8.9",
            "order": 9,
            "type": "text",
            "bbox": {
                "l": 483.12,
                "t": 57.12,
                "r": 531.12,
                "b": 43.92
            },
            "text": "Page | 3",
            "attrs": {
                "block_label": "number"
            }
        },
        {
            "id": "p8.10",
            "order": 10,
            "type": "footer",
            "bbox": {
                "l": 47.76,
                "t": 74.4,
                "r": 114.48,
                "b": 43.2
            },
            "text": "",
            "attrs": {
                "block_label": "footer_image"
            }
        },
        {
            "id": "p8.11",
            "order": 11,
            "type": "footer",
            "bbox": {
                "l": 124.08,
                "t": 73.2,
                "r": 465.12,
                "b": 45.36
            },
            "text": "SR 72 from CR 661 to SR 70 & SR 70 from CR 661 to the Peace River Bridge\nFM #: 443123-1-22-01",
            "attrs": {
                "block_label": "footer"
            }
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}