{
    "document_id": 11428,
    "page": 40,
    "width_pt": 612,
    "height_pt": 792,
    "rotation": 0,
    "pipeline_version": "paddleocr-vl-1.6+paul-48",
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            "id": "p40.1",
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                    "bbox": {
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                    "text": "All subsurface exploration locations should be shown on a map that utilizes the final grading plan as a base. They may be shown on the geologic map.",
                    "marker": "b."
                },
                {
                    "id": "p40.1.2",
                    "order": 3,
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                    "bbox": {
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                    "text": "All subsurface explorations shall have a descriptive log. The log shall, at minimum, provide ground surface elevation, the depth of all samples, unified soils classification, depth to ground water (if encountered), all geologic measurements and description of all encountered materials.",
                    "marker": "c."
                },
                {
                    "id": "p40.1.3",
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                    "text": "Sufficient geologic measurements taken from explorations, photo lineaments, outcrop or referenced studies should be shown on the geologic map to define the geologic structure of the project.",
                    "marker": "d."
                },
                {
                    "id": "p40.1.4",
                    "order": 5,
                    "type": "list_item",
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                    "text": "The site earth materials and geologic structure shall be discussed.",
                    "marker": "e."
                },
                {
                    "id": "p40.1.5",
                    "order": 6,
                    "type": "list_item",
                    "bbox": {
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                    "text": "Regional geology shall be discussed.",
                    "marker": "f."
                },
                {
                    "id": "p40.1.6",
                    "order": 7,
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                    "bbox": {
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                    "text": "Rippability shall be considered.",
                    "marker": "g."
                },
                {
                    "id": "p40.1.7",
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                    "text": "Large rock disposal and handling shall be discussed.",
                    "marker": "h."
                },
                {
                    "id": "p40.1.8",
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                    "bbox": {
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                    "text": "Seismicity of the region and site should be evaluated.",
                    "marker": "i."
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        {
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            "text": "3 The geotechnical report shall consider slope stability."
        },
        {
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            "text": "",
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                    "id": "p40.3.1",
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                    "text": "This applies to deep-seated stability of natural, cut and fill slopes. Surface stability (i.e., infinite saturated slope within 3 feet of the face) of slopes should be calculated for all slopes greater than 10 feet high.",
                    "marker": "a."
                },
                {
                    "id": "p40.3.2",
                    "order": 13,
                    "type": "list_item",
                    "bbox": {
                        "l": 108.24,
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                    "text": "All graded slopes should be at a ratio of 2:1 or flatter.",
                    "marker": "b."
                },
                {
                    "id": "p40.3.3",
                    "order": 14,
                    "type": "list_item",
                    "bbox": {
                        "l": 108.24,
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                    "text": "All slopes should have a calculated safety factor of 1.50 or greater under static conditions. Pseudostatic analysis with at least 1.1 safety factor may be required.",
                    "marker": "c."
                }
            ]
        },
        {
            "id": "p40.4",
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            "type": "text",
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            },
            "text": "Ⅲ-4",
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