{
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    "page": 2,
    "width_pt": 1224,
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    "pipeline_version": "paddleocr-vl-1.6+paul-48",
    "engine": "paddleocr_vl",
    "source_run_id": 11946,
    "item_count": 30,
    "counts_by_type": {
        "figure": 7,
        "footer": 1,
        "footnote": 4,
        "header": 2,
        "heading": 5,
        "text": 11
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    "items": [
        {
            "id": "p2.1",
            "order": 1,
            "type": "header",
            "bbox": {
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            },
            "text": "SR 70 PROJECT DEVELOPMENT & ENVIRONMENT STUDY\nFROM LORRAINE ROAD TO CR 675 (WATERBURY ROAD)\nMANATEE COUNTY",
            "attrs": {
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            },
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        },
        {
            "id": "p2.2",
            "order": 2,
            "type": "header",
            "bbox": {
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                "r": 692.16,
                "b": 734.88
            },
            "text": "FPIDS: 414506-2-22-01 & 414506-2-32-01",
            "attrs": {
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            },
            "level": 2
        },
        {
            "id": "p2.3",
            "order": 3,
            "type": "figure",
            "bbox": {
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                "r": 1215.12,
                "b": 736.08
            },
            "text": "",
            "attrs": {
                "role": "page_header",
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            }
        },
        {
            "id": "p2.4",
            "order": 4,
            "type": "text",
            "bbox": {
                "l": 13.2,
                "t": 707.28,
                "r": 292.56,
                "b": 620.88
            },
            "text": "Various alternatives are being evaluated for SR 70 within the project limits. For this study, FDOT separated the roadway into three segments, based on the transportation needs identified during the traffic analysis for this study. Figure 1 below notes the limits for each segment, and Figures 2 through 4 show the proposed typical section for each section."
        },
        {
            "id": "p2.5",
            "order": 5,
            "type": "heading",
            "bbox": {
                "l": 15.12,
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                "r": 119.52,
                "b": 588.24
            },
            "text": "PROJECT MAP",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p2.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 317.52,
                "t": 707.28,
                "r": 596.4,
                "b": 608.64
            },
            "text": "Se están evaluando varias alternativas para SR 70 dentro de los límites del proyecto. Para este estudio, FDOT separo la carretera en tres segmentos, basado en las necesidades de transporte identificadas durante el análisis de tráfico de este estudio. La Figura 1 a continuación señala los límites para cada segmento, y las Figuras 2 a 4 muestran la sección típica propuesta para cada segmento."
        },
        {
            "id": "p2.7",
            "order": 7,
            "type": "figure",
            "bbox": {
                "l": 21.36,
                "t": 573.84,
                "r": 585.12,
                "b": 328.32
            },
            "text": "",
            "attrs": {
                "block_label": "image",
                "embedded_text": "B lvd\nPost\n70 Segment A / El Segmento A\nRd\nUihlein\nSegment B / El Segmento B\nro o k B Polo Club Ln Segment C / El Segmento C\nlvd\nnb\nee\nGr\n67th Ave E 67th Ave E\n68th Ave E\nRd De l\nLorraine Blv d\nW\nebb\nBlvd\nBourneside\nMANATEE\nLn 70 675 COUNTY\nLindrick\nE\nThe Mas ter s Av e 77th Ave E St t Cro ssin g\n213th\nDee r Poin"
            }
        },
        {
            "id": "p2.8",
            "order": 8,
            "type": "figure",
            "bbox": {
                "l": 603.801,
                "t": 422.4192,
                "r": 926.9708,
                "b": 391.3264
            },
            "text": "",
            "attrs": {
                "source": "pdf_image"
            }
        },
        {
            "id": "p2.9",
            "order": 9,
            "type": "heading",
            "bbox": {
                "l": 13.68,
                "t": 283.92,
                "r": 228.72,
                "b": 267.12
            },
            "text": "SEGMENT A TYPICAL SECTION",
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            },
            "level": 3
        },
        {
            "id": "p2.10",
            "order": 10,
            "type": "figure",
            "bbox": {
                "l": 2.479,
                "t": 260.4464,
                "r": 308.479,
                "b": 231.0055
            },
            "text": "",
            "attrs": {
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            }
        },
        {
            "id": "p2.11",
            "order": 11,
            "type": "figure",
            "bbox": {
                "l": 8.64,
                "t": 241.44,
                "r": 304.32,
                "b": 95.28
            },
            "text": "",
            "attrs": {
                "block_label": "image"
            }
        },
        {
            "id": "p2.12",
            "order": 12,
            "type": "text",
            "bbox": {
                "l": 326.16,
                "t": 235.44,
                "r": 586.08,
                "b": 173.04
            },
            "text": "Segment A is the western segment of the project extending from Lorraine Road to Greenbrook Boulevard. A 6-lane typical section with 6-foot sidewalks on either side of the roadway is proposed in this segment. (Figure 2)"
        },
        {
            "id": "p2.13",
            "order": 13,
            "type": "text",
            "bbox": {
                "l": 327.36,
                "t": 159.36,
                "r": 585.6,
                "b": 97.2
            },
            "text": "Segmento A es el segmento más occidental del proyecto, extendiéndose desde Lorraine Road hasta Greenbrook Boulevard. Una sección típica de 6 carriles con aceras de 6 pies a ambos lados de la carretera se propone en este segmento (Figura 2)."
        },
        {
            "id": "p2.14",
            "order": 14,
            "type": "heading",
            "bbox": {
                "l": 627.6,
                "t": 707.28,
                "r": 840.48,
                "b": 691.44
            },
            "text": "SEGMENT B TYPICAL SECTION",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p2.15",
            "order": 15,
            "type": "figure",
            "bbox": {
                "l": 622.8,
                "t": 667.92,
                "r": 913.68,
                "b": 516.48
            },
            "text": "",
            "attrs": {
                "block_label": "image",
                "embedded_text": "*Future Widening"
            }
        },
        {
            "id": "p2.16",
            "order": 16,
            "type": "heading",
            "bbox": {
                "l": 627.84,
                "t": 439.44,
                "r": 842.88,
                "b": 421.68
            },
            "text": "SEGMENT C TYPICAL SECTION",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p2.17",
            "order": 17,
            "type": "figure",
            "bbox": {
                "l": 616.56,
                "t": 399.36,
                "r": 911.04,
                "b": 246.72
            },
            "text": "",
            "attrs": {
                "block_label": "image"
            }
        },
        {
            "id": "p2.18",
            "order": 18,
            "type": "text",
            "bbox": {
                "l": 626.64,
                "t": 195.84,
                "r": 905.04,
                "b": 157.68
            },
            "text": "With the exception of the areas east and west of Greenbrook Boulevard, all roadway widening is anticipated to occur within the existing right-of-way."
        },
        {
            "id": "p2.19",
            "order": 19,
            "type": "heading",
            "bbox": {
                "l": 627.84,
                "t": 139.92,
                "r": 799.44,
                "b": 124.08
            },
            "text": "NO-BUILD ALTERNATIVE",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p2.20",
            "order": 20,
            "type": "text",
            "bbox": {
                "l": 626.64,
                "t": 116.16,
                "r": 904.56,
                "b": 65.76
            },
            "text": "If the No-Build Alternative is selected, FDOT will not make design improvements to SR 70 within the project limits. The No-Build Alternative will remain a viable option throughout the study.\nSegment B extends from east of Greenbrook Boulevard to a new road presently being constructed by Lakewood Ranch – Bourneside Boulevard. This section is proposed to feature a 4-lane typical section that is expandable to six lanes in the future. 6-foot sidewalks will be provided on either side of the roadway through this segment as well. (Figure 3)"
        },
        {
            "id": "p2.21",
            "order": 21,
            "type": "text",
            "bbox": {
                "l": 939.84,
                "t": 561.6,
                "r": 1200.72,
                "b": 464.64
            },
            "text": "Segmento B se extiende desde el este de Greenbrook Boulevard hasta una nueva carretera actualmente en construcción por Lakewood Ranch - Bourneside Boulevard. Este segmento propone una sección típica de 4 carriles que es ampliable a 6 carriles en el futuro. Se proveerán aceras de 6 pies a cada lado de la carretera a través de este segmento también (Figura 3)."
        },
        {
            "id": "p2.22",
            "order": 22,
            "type": "text",
            "bbox": {
                "l": 941.76,
                "t": 381.6,
                "r": 1197.84,
                "b": 319.44
            },
            "text": "Segment C extends from Bourneside Boulevard to the eastern project limits at CR 675. This segment of the project is proposed to feature a 4-lane typical section with 6-foot sidewalks on either side of the roadway. (Figure 4)"
        },
        {
            "id": "p2.23",
            "order": 23,
            "type": "text",
            "bbox": {
                "l": 940.8,
                "t": 310.08,
                "r": 1197.6,
                "b": 247.68
            },
            "text": "Segmento C se extiende desde Bourneside Boulevard hasta el límite oriental del proyecto, CR 675. Este segmento del proyecto propone una sección típica de 4 carriles con aceras de 6 pies a cada lado de la carretera (Figura 4)."
        },
        {
            "id": "p2.24",
            "order": 24,
            "type": "text",
            "bbox": {
                "l": 941.52,
                "t": 195.6,
                "r": 1198.56,
                "b": 145.44
            },
            "text": "Con la excepción de las áreas al este y al oeste de Greenbrook Boulevard, toda la ampliación de la carretera está anticipada a ocurrir dentro del derecho de paso existente (right-of-way)."
        },
        {
            "id": "p2.25",
            "order": 25,
            "type": "text",
            "bbox": {
                "l": 940.8,
                "t": 116.16,
                "r": 1199.52,
                "b": 54.48
            },
            "text": "Si se selecciona la alternativa de no construir, FDOT no diseñará la ampliación de SR 70 dentro de los límites del proyecto. La alternativa de no construir seguirá siendo una opción viable a lo largo del estudio."
        },
        {
            "id": "p2.26",
            "order": 26,
            "type": "footnote",
            "bbox": {
                "l": 192.72,
                "t": 316.56,
                "r": 416.64,
                "b": 303.36
            },
            "text": "Figure 1: Location Map with Project Segments",
            "attrs": {
                "block_label": "vision_footnote"
            }
        },
        {
            "id": "p2.27",
            "order": 27,
            "type": "footnote",
            "bbox": {
                "l": 86.64,
                "t": 83.28,
                "r": 213.84,
                "b": 62.16
            },
            "text": "Figure 2: Lorraine Road to Greenbrook Boulevard",
            "attrs": {
                "block_label": "vision_footnote"
            }
        },
        {
            "id": "p2.28",
            "order": 28,
            "type": "footnote",
            "bbox": {
                "l": 680.4,
                "t": 504.72,
                "r": 849.12,
                "b": 482.64
            },
            "text": "Figure 3: Greenbrook Boulevard to Bourneside Boulevard",
            "attrs": {
                "block_label": "vision_footnote"
            }
        },
        {
            "id": "p2.29",
            "order": 29,
            "type": "footnote",
            "bbox": {
                "l": 682.08,
                "t": 238.56,
                "r": 846,
                "b": 215.52
            },
            "text": "Figure 4: Bourneside Boulevard to CR 675 (Waterbury Road)",
            "attrs": {
                "block_label": "vision_footnote"
            }
        },
        {
            "id": "p2.30",
            "order": 30,
            "type": "footer",
            "bbox": {
                "l": 487.2,
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                "r": 735.12,
                "b": 4.32
            },
            "text": "HTTP://SWFLROADS.COM/SR70/LORRAINERDTOCR675/HOME.HTML",
            "attrs": {
                "block_label": "footer"
            }
        }
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