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                    "text": "DETENTION/RETENTION BASIN NOTES (continued)",
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                    "text": "D. EMERGENCY SPILLWAY",
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                    "text": "1. The spillway shall be lined with a minimum of 4-inch thick concrete, reinforced with 6\" × 6\" × 10/10 welded wire mesh. The concrete must extend a minimum of 3 feet down the upstream face of the embankment.",
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                    "text": "2. Spillway and outlet structures may be combined into a single structure, but the low-flow outlet capability must be retained, if required by the City Engineer. Details must be included on grading plans.",
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                    "text": "3. Spillway may be combined with access driveway, if approved by the City Engineer. Details must be included on grading plans.",
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                    "text": "E. EROSION CONTROL",
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                    "text": "1. Except for bottom and concrete areas, all interior surfaces of the basin shall be prepared and hydroseeded as required by the City Landscape Architect.",
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                    "text": "2. There shall be no permanent landscape irrigation system inside the basin.",
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                    "text": "CITY OF PALMDALE...",
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                    "text": "BASIN NOTES",
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                    "text": "Std. No.",
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                    "text": "Approved City Engineer",
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                    "text": "D-7.3",
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