{
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        "footer": 1,
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            "text": "FABRIC ON TOP",
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            "text": "「——〒〒〒〒",
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        {
            "id": "p12.3",
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            "text": "THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER P WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.",
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                "embedded_text": "TO BE\nCARRIED\nBE CARRIED TO FIRM FIRM\nBEARING BELOW FROST BELOW\nLINE LINE.\nEND VIEW\nHEADWALL AND APRON"
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                "embedded_text": "12\"\n2'-6\" CLASS \"B\"\n12\"\nCONCRETE\n1'-6\" FOR DIA'S UP TO 42\"\n1/3 H FOR DIA'S OVER 42\"\nOUTLET END"
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            "text": "HEADWALL- ENDWALL FLARED END SECTION REINFORCED CONCRETE PIPE SCHEDULE",
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            "text": "NOT TO SCALE",
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        {
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            "id": "p12.11",
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                "l": 845.7,
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            "text": "NOTE:",
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            "text": "SAND FILTER BED",
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            "text": "NTS",
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                    "text": "WASHED STONE RETENTION VOLUME = 5.1 CUBIC FEET PER LINEAR FOOT",
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                    "text": "DESIGN AND PROPER FUNCTION OF RECHARGE SYSTEM RELIES ON ADEQUATE PERMEABILITY OF SOILS BENEATH THE RECHARGE SYSTEM. EXCAVATION BENEATH INVERT OF PERFORATED PIPES SHALL BE CARRIED TO THE ELEVATION AT WHICH PERMEABILITY SAND AND GRAVEL IS ENCOUNTERED WHICH HAS A PERMEABILITY RATE OF AT LEAST 20 INCHES/HOUR. RECHARGE PIPE",
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            "text": "2. D=DIAMETER OF PIPE.",
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            "text": "PLAN VIEW",
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        {
            "id": "p12.24",
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            "type": "caption",
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            "text": "END VIEW",
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            "text": "7. EXPOSED PORTIONS OF WALL TO BE RUBBED & FLOATED TO REMOVE FORM MARKS."
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            "text": "USE CLASS \"B\" CONCRETE"
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