{
    "document_id": 11428,
    "page": 158,
    "width_pt": 612,
    "height_pt": 792,
    "rotation": 0,
    "pipeline_version": "paddleocr-vl-1.6+paul-48",
    "engine": "paddleocr_vl",
    "source_run_id": 11539,
    "item_count": 19,
    "counts_by_type": {
        "footer": 1,
        "heading": 1,
        "text": 17
    },
    "build_ms": 1,
    "items": [
        {
            "id": "p158.1",
            "order": 1,
            "type": "heading",
            "bbox": {
                "l": 68.16,
                "t": 718.08,
                "r": 131.28,
                "b": 699.84
            },
            "text": "PROFILE",
            "attrs": {
                "block_label": "paragraph_title"
            },
            "level": 3
        },
        {
            "id": "p158.2",
            "order": 2,
            "type": "text",
            "bbox": {
                "l": 67.92,
                "t": 685.2,
                "r": 300.48,
                "b": 667.68
            },
            "text": "[ ] *Note scale, if different than 1\" = 4'."
        },
        {
            "id": "p158.3",
            "order": 3,
            "type": "text",
            "bbox": {
                "l": 67.68,
                "t": 653.52,
                "r": 403.68,
                "b": 635.28
            },
            "text": "[ ] Stationing (every 100') and elevation (every 5') of grid."
        },
        {
            "id": "p158.4",
            "order": 4,
            "type": "text",
            "bbox": {
                "l": 67.92,
                "t": 621.84,
                "r": 452.64,
                "b": 603.6
            },
            "text": "[ ] T.C. grade each side and/or surface over sewer when applicable."
        },
        {
            "id": "p158.5",
            "order": 5,
            "type": "text",
            "bbox": {
                "l": 68.16,
                "t": 589.92,
                "r": 283.92,
                "b": 572.4
            },
            "text": "[ ] Open circle at grade breaks (-0-)."
        },
        {
            "id": "p158.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 68.16,
                "t": 558.24,
                "r": 557.76,
                "b": 540.48
            },
            "text": "[ ] Station and elevation at surface for grade breaks, intersections, change in conditions."
        },
        {
            "id": "p158.7",
            "order": 7,
            "type": "text",
            "bbox": {
                "l": 68.4,
                "t": 526.8,
                "r": 276.72,
                "b": 509.28
            },
            "text": "[ ] Identical points flagged as such."
        },
        {
            "id": "p158.8",
            "order": 8,
            "type": "text",
            "bbox": {
                "l": 68.4,
                "t": 495.84,
                "r": 556.8,
                "b": 461.76
            },
            "text": "[] *Where clearance (from sewer to object) is .5 feet to 1.5 feet, encase per STD. S-23.\nWhere clearance is less than .5 feet, use Ductile iron pipe."
        },
        {
            "id": "p158.9",
            "order": 9,
            "type": "text",
            "bbox": {
                "l": 67.92,
                "t": 448.56,
                "r": 503.76,
                "b": 430.32
            },
            "text": "[] *Chimneys are required where depth of main line sewer is 15 feet or more."
        },
        {
            "id": "p158.10",
            "order": 10,
            "type": "text",
            "bbox": {
                "l": 68.16,
                "t": 417.12,
                "r": 532.32,
                "b": 384.48
            },
            "text": "[ ] Cradling or encasement is required where depth of main line sewer is 20 feet or more."
        },
        {
            "id": "p158.11",
            "order": 11,
            "type": "text",
            "bbox": {
                "l": 68.16,
                "t": 370.08,
                "r": 497.28,
                "b": 352.56
            },
            "text": "[ ] 0.75 feet between outlet elevation and the bottom (base) of MH structure."
        },
        {
            "id": "p158.12",
            "order": 12,
            "type": "text",
            "bbox": {
                "l": 67.68,
                "t": 339.12,
                "r": 419.52,
                "b": 321.12
            },
            "text": "[ ] Sewer grades should be in multiples of 0.40% if practical."
        },
        {
            "id": "p158.13",
            "order": 13,
            "type": "text",
            "bbox": {
                "l": 68.16,
                "t": 307.68,
                "r": 562.8,
                "b": 289.2
            },
            "text": "[ ] Use lettered section designations only when two or more sections appear on one page."
        },
        {
            "id": "p158.14",
            "order": 14,
            "type": "text",
            "bbox": {
                "l": 68.16,
                "t": 276,
                "r": 552.24,
                "b": 258.24
            },
            "text": "[ ] Lower manhole on each view to be shown dashed if shown solid on any other view."
        },
        {
            "id": "p158.15",
            "order": 15,
            "type": "text",
            "bbox": {
                "l": 68.16,
                "t": 244.8,
                "r": 559.92,
                "b": 210.24
            },
            "text": "[ ] *Backwater valves are required when pads serviced by a main sewer line are lower in elevation than the next upstream MH."
        },
        {
            "id": "p158.16",
            "order": 16,
            "type": "text",
            "bbox": {
                "l": 67.92,
                "t": 197.28,
                "r": 533.76,
                "b": 164.4
            },
            "text": "[ ] Avoid use of vertical curves. Minimum length of vertical curve shall be 40 feet. Elevation and station to be shown every 10 feet"
        },
        {
            "id": "p158.17",
            "order": 17,
            "type": "text",
            "bbox": {
                "l": 68.4,
                "t": 149.76,
                "r": 487.44,
                "b": 132.24
            },
            "text": "[ ] House laterals to be constructed with 1/4\" per foot rise to the R/W line."
        },
        {
            "id": "p158.18",
            "order": 18,
            "type": "text",
            "bbox": {
                "l": 312.48,
                "t": 84.72,
                "r": 352.56,
                "b": 71.04
            },
            "text": "VII-7",
            "attrs": {
                "block_label": "number"
            }
        },
        {
            "id": "p158.19",
            "order": 19,
            "type": "footer",
            "bbox": {
                "l": 12,
                "t": 102.48,
                "r": 41.04,
                "b": 75.12
            },
            "text": "",
            "attrs": {
                "block_label": "footer_image"
            }
        }
    ],
    "excluded_furniture": {
        "first": [],
        "last": []
    }
}