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            "text": "D. FINAL REVIEW",
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                    "text": "After the design review approval, the tract may commence with grading. A final review shall be performed after grading and submitted to the City. Requirements of this phase are in the following sections."
                },
                {
                    "id": "p44.4.2",
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                    "text": "General in-grading review guidelines are:",
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                {
                    "id": "p44.4.3",
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                    "text": "The City Inspectors will provide regular in-grading inspections, as needed. If desired, the consultant of record or the City Inspectors may contact the City Engineering office for a site visit by the appropriate City professional or consultant.",
                    "marker": "a."
                },
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                    "text": "In-progress grading (interim) may be prepared by the consultant for review. These reports would discuss the grading progress and any changes from the original design. Changes in design to be reviewed by the City.",
                    "marker": "b."
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            "text": "Major design changes should be reviewed by the geotechnical consultant and recommendations submitted for approval with plan revisions to City Engineering."
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                    "text": "After grading, a final geotechnical report shall be submitted for review. It shall, at a minimum, contain the following information:",
                    "marker": "2."
                },
                {
                    "id": "p44.6.2",
                    "order": 12,
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                    "text": "A general description of the grading operations and encountered conditions. Deviations from the design report shall be identified and explained.",
                    "marker": "a."
                },
                {
                    "id": "p44.6.3",
                    "order": 13,
                    "type": "list_item",
                    "bbox": {
                        "l": 145.2,
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                    },
                    "text": "Where necessary, a geologic map shall be provided which shows the as-built geologic conditions. It shall include mapping of faults, geologic contacts and bedding attitude measurements.",
                    "marker": "b."
                },
                {
                    "id": "p44.6.4",
                    "order": 14,
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                    "text": "Subdrain locations shall be shown on the as-graded map.",
                    "marker": "c."
                },
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                    "bbox": {
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                    "text": "Buttressed slopes shall be shown on the grading plan. If conditions other than those anticipated by the design report were encountered during grading, stability calculations should be presented in the report.",
                    "marker": "d."
                }
            ]
        },
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            "id": "p44.7",
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            "type": "text",
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            "text": "Ⅲ-8",
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