{
    "document_id": 11428,
    "page": 41,
    "width_pt": 612,
    "height_pt": 792,
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    "item_count": 15,
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            "id": "p41.1",
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                    "text": "The consultant should provide recommendations for control of erosion/surficial deterioration for graded slopes with low cohesion near surface soil or bedrock geologic structure.",
                    "marker": "d."
                },
                {
                    "id": "p41.1.2",
                    "order": 3,
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                    "text": "Any geologic structure (i.e., bedding, joints, fault surfaces etc.) should be Utilized in the stability analyses.",
                    "marker": "e."
                },
                {
                    "id": "p41.1.3",
                    "order": 4,
                    "type": "list_item",
                    "bbox": {
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                    "text": "Strengths utilized in the stability analyses should be derived from laboratory tests on the material that is considered for hypothetical failure.",
                    "marker": "f."
                },
                {
                    "id": "p41.1.4",
                    "order": 5,
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                    "text": "Representative geologic cross section(s) shall be developed for all slopes that have geologic structure and are analyzed for slope stability.",
                    "marker": "g."
                },
                {
                    "id": "p41.1.5",
                    "order": 6,
                    "type": "list_item",
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                    "text": "Laboratory testing for shear strength should be performed on water saturated samples.",
                    "marker": "h."
                },
                {
                    "id": "p41.1.6",
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                    "text": "The geotechnical report shall discuss and present soils engineering parameters. The minimum guideline requirements for soils engineering studies are as follows:",
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                {
                    "id": "p41.1.7",
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                    "text": "Each site must have a soils engineering study.",
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                    "id": "p41.1.8",
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                    "text": "Soils engineering studies shall be based on adequate and sufficient laboratory testing which should consist of; but not necessarily be limited to, soil compressibility; shear strength; dry density and optimum moisture content; and expansion potential.",
                    "marker": "b."
                },
                {
                    "id": "p41.1.9",
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                    "text": "The potential for soil collapse must be evaluated.",
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                },
                {
                    "id": "p41.1.10",
                    "order": 11,
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                    "text": "Subsurface explorations for the soils engineering report should be shown on a plan with a scale sufficient to describe their location (not necessarily a $1\" = 40' scale).",
                    "marker": "d."
                },
                {
                    "id": "p41.1.11",
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                    "text": "Recommendations for soil removal, foundation design, retaining wall design, slope stability (deep and surficial), compaction requirements and any other pertinent soils condition should be presented.",
                    "marker": "e."
                },
                {
                    "id": "p41.1.12",
                    "order": 13,
                    "type": "list_item",
                    "bbox": {
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                    "text": "Liquefaction potential should be considered where applicable.",
                    "marker": "f."
                }
            ]
        },
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            "id": "p41.2",
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            "type": "footer",
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            "text": "III - 5",
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