{ "document_id": 11873, "page": 16, "width_pt": 2592, "height_pt": 1728, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 11987, "item_count": 324, "counts_by_type": { "caption": 10, "figure": 16, "footer": 3, "footnote": 20, "form_field": 1, "header": 1, "heading": 16, "list": 3, "list_item": 22, "table": 10, "table_cell": 214, "text": 8 }, "build_ms": 217, "items": [ { "id": "p16.1", "order": 1, "type": "header", "bbox": { "l": 1754.7, "t": 1653.9, "r": 2154.6, "b": 1596.6 }, "text": "1. ALL CONCRETE TO BE CLASS B.\n2. ALL EDGES TO BE CHAMFERED 1 INCH\n3. CONTRACTOR SHALL PROVIDE SITE SPECIFIC SHOP DRAWINGS FOR EACH HEADWALL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p16.2", "order": 2, "type": "figure", "bbox": { "l": 21.6, "t": 1682.7, "r": 734.1, "b": 1513.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "POROUS ASPHALT PAVEMENT (WITH UNDERDRAIN) SECTION\nN.T.S.\nTOP OF BERM\nCONDUIT OUTLET PROTECTION SPILLWAY\nLOWEST\n3: 1 M ORIFICE 100 YR STORM WSE (D) OVERFLOW\nELEVATION\nAX\n10 YR STORM WSE (C)\n2 YR STORM WSE (B)\nWQDS WATER SURFACE ELEV\nOUTLET CONTROL" } }, { "id": "p16.3", "order": 3, "type": "caption", "bbox": { "l": 408.3, "t": 1496.1, "r": 550.2, "b": 1482.3 }, "text": "SCOUR HOLE DIMENSIONS", "attrs": { "block_label": "figure_title" } }, { "id": "p16.4", "order": 4, "type": "table", "bbox": { "l": 252, "t": 1486.8, "r": 704.7, "b": 1405.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 9, "integrity": { "cells_checked": 46, "cells_flagged": 45, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "SCOUR HOLE NUMBER" }, { "row": 0, "col": 1, "coverage": 0, "text": "PIPE DIAMETER (IN)" }, { "row": 0, "col": 2, "coverage": 0, "text": "L1 (FT)" }, { "row": 0, "col": 3, "coverage": 0, "text": "L2 (FT)" }, { "row": 0, "col": 4, "coverage": 0, "text": "W1 (FT)" }, { "row": 0, "col": 5, "coverage": 0, "text": "W2 (FT)" }, { "row": 0, "col": 6, "coverage": 0, "text": "D ^{{50}} (IN)" }, { "row": 0, "col": 7, "coverage": 0, "text": "D ^{{50}} THICKNESS (IN)" }, { "row": 0, "col": 8, "coverage": 0, "text": "DEPTH (IN)" }, { "row": 1, "col": 0, "coverage": 0, "text": "1" }, { "row": 1, "col": 1, "coverage": 0, "text": "18" }, { "row": 1, "col": 2, "coverage": 0, "text": "4.5" } ] } }, "children": [ { "id": "p16.4.1", "order": 5, "type": "table_cell", "bbox": { "l": 252, "t": 1486.8, "r": 302.3, "b": 1473.2 }, "text": "SCOUR HOLE NUMBER", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.2", "order": 6, "type": "table_cell", "bbox": { "l": 302.3, "t": 1486.8, "r": 352.6, "b": 1473.2 }, "text": "PIPE DIAMETER (IN)", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.3", "order": 7, "type": "table_cell", "bbox": { "l": 352.6, "t": 1486.8, "r": 402.9, "b": 1473.2 }, "text": "L1 (FT)", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.4", "order": 8, "type": "table_cell", "bbox": { "l": 402.9, "t": 1486.8, "r": 453.2, "b": 1473.2 }, "text": "L2 (FT)", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.5", "order": 9, "type": "table_cell", "bbox": { "l": 453.2, "t": 1486.8, "r": 503.5, "b": 1473.2 }, "text": "W1 (FT)", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.6", "order": 10, "type": "table_cell", "bbox": { "l": 503.5, "t": 1486.8, "r": 553.8, "b": 1473.2 }, "text": "W2 (FT)", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.7", "order": 11, "type": "table_cell", "bbox": { "l": 553.8, "t": 1486.8, "r": 604.1, "b": 1473.2 }, "text": "D ^{{50}} (IN)", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.8", "order": 12, "type": "table_cell", "bbox": { "l": 604.1, "t": 1486.8, "r": 654.4, "b": 1473.2 }, "text": "D ^{{50}} THICKNESS (IN)", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.9", "order": 13, "type": "table_cell", "bbox": { "l": 654.4, "t": 1486.8, "r": 704.7, "b": 1473.2 }, "text": "DEPTH (IN)", "attrs": { "row": 0, "col": 8, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.4.10", "order": 14, "type": "table_cell", "bbox": { "l": 252, "t": 1473.2, "r": 302.3, "b": 1459.6 }, "text": "1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.11", "order": 15, "type": "table_cell", "bbox": { "l": 302.3, "t": 1473.2, "r": 352.6, "b": 1459.6 }, "text": "18", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.12", "order": 16, "type": "table_cell", "bbox": { "l": 352.6, "t": 1473.2, "r": 402.9, "b": 1459.6 }, "text": "4.5", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.13", "order": 17, "type": "table_cell", "bbox": { "l": 402.9, "t": 1473.2, "r": 453.2, "b": 1459.6 }, "text": "9", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.14", "order": 18, "type": "table_cell", "bbox": { "l": 453.2, "t": 1473.2, "r": 503.5, "b": 1459.6 }, 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}, { "id": "p16.4.25", "order": 29, "type": "table_cell", "bbox": { "l": 553.8, "t": 1459.6, "r": 604.1, "b": 1446 }, "text": "6", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.26", "order": 30, "type": "table_cell", "bbox": { "l": 604.1, "t": 1459.6, "r": 654.4, "b": 1446 }, "text": "12", "attrs": { "row": 2, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.27", "order": 31, "type": "table_cell", "bbox": { "l": 654.4, "t": 1459.6, "r": 704.7, "b": 1446 }, "text": "6", "attrs": { "row": 2, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.28", "order": 32, "type": "table_cell", "bbox": { "l": 252, "t": 1446, "r": 302.3, "b": 1432.4 }, "text": "3", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.29", "order": 33, "type": "table_cell", "bbox": { "l": 302.3, "t": 1446, "r": 352.6, "b": 1432.4 }, "text": "15", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.30", "order": 34, "type": "table_cell", "bbox": { "l": 352.6, "t": 1446, "r": 402.9, "b": 1432.4 }, "text": "3.75", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.31", "order": 35, "type": "table_cell", "bbox": { "l": 402.9, "t": 1446, "r": 453.2, "b": 1432.4 }, "text": "7.5", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.32", "order": 36, "type": "table_cell", "bbox": { "l": 615.36, "t": 1475.282428, "r": 632.911699, "b": 1465.847761 }, "text": "2.5", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p16.4.33", "order": 37, "type": "table_cell", "bbox": { "l": 503.5, "t": 1446, "r": 553.8, "b": 1432.4 }, "text": "6.25", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.34", "order": 38, "type": "table_cell", "bbox": { "l": 553.8, "t": 1446, "r": 604.1, "b": 1432.4 }, "text": "6", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.35", "order": 39, "type": "table_cell", "bbox": { "l": 604.1, "t": 1446, "r": 654.4, "b": 1432.4 }, "text": "12", "attrs": { "row": 3, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.36", "order": 40, "type": "table_cell", "bbox": { "l": 654.4, "t": 1446, "r": 704.7, "b": 1432.4 }, "text": "6", "attrs": { "row": 3, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.37", "order": 41, "type": "table_cell", "bbox": { "l": 252, "t": 1432.4, "r": 302.3, "b": 1418.8 }, "text": "4", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.38", "order": 42, "type": "table_cell", "bbox": { "l": 302.3, "t": 1432.4, "r": 352.6, "b": 1418.8 }, "text": "12", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.39", "order": 43, "type": "table_cell", "bbox": { "l": 352.6, "t": 1432.4, "r": 402.9, "b": 1418.8 }, "text": "3", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.40", "order": 44, "type": "table_cell", "bbox": { "l": 402.9, "t": 1432.4, "r": 453.2, "b": 1418.8 }, "text": "6", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.41", "order": 45, "type": "table_cell", "bbox": { "l": 453.2, "t": 1432.4, "r": 503.5, "b": 1418.8 }, "text": "2", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.42", "order": 46, "type": "table_cell", "bbox": { "l": 503.5, "t": 1432.4, "r": 553.8, "b": 1418.8 }, "text": "5", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.43", "order": 47, "type": "table_cell", "bbox": { "l": 553.8, "t": 1432.4, "r": 604.1, "b": 1418.8 }, "text": "6", "attrs": { "row": 4, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.44", "order": 48, "type": "table_cell", "bbox": { "l": 604.1, "t": 1432.4, "r": 654.4, "b": 1418.8 }, "text": "12", "attrs": { "row": 4, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.45", "order": 49, "type": "table_cell", "bbox": { "l": 654.4, "t": 1432.4, "r": 704.7, "b": 1418.8 }, "text": "6", "attrs": { "row": 4, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.4.46", "order": 50, "type": "table_cell", "bbox": { "l": 252, "t": 1418.8, "r": 654.4, "b": 1405.2 }, "text": "NOTE: THICKNESS OF D ^{{50}} INCLUDES THE USE OF FILTER FABRIC", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 8 } }, { "id": "p16.4.47", "order": 51, "type": "table_cell", "bbox": { "l": 654.4, "t": 1418.8, "r": 704.7, "b": 1405.2 }, "text": "", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.5", "order": 52, "type": "heading", "bbox": { "l": 32.7, "t": 1393.2, "r": 74.4, "b": 1380.9 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.6", "order": 53, "type": "heading", "bbox": { "l": 166.5, "t": 1309.8, "r": 585.6, "b": 1293.9 }, "text": "RIPRAP CHANNEL PROTECTION (SCOUR HOLE) DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.7", "order": 54, "type": "text", "bbox": { "l": 318.6, "t": 1291.5, "r": 438.6, "b": 1276.5 }, "text": "NOT TO SCALE" }, { "id": "p16.8", "order": 55, "type": "figure", "bbox": { "l": 747, "t": 1678.8, "r": 1430.4, "b": 1413.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "60\" 34\"\nTOP OF GRATE\n(EL 100.00)\nTRASH RACK\nCONCRETE OR\nCONCRETE BLOCK\nIF PRECAST, FLUSH\nWITH WALL AND REG-U-FLO SH\nBASE. FOOTING 4.5\" ORIFICE 6\"\nEXTENSION IF CAST (EL 98.80)\nIN PLACE\n12\" DIA.\nOUTFLOW HDPE\n8\"\n(EL 95.10)\n8\"\n48\"\n6\" NJDOT #57 CRUSHED\n6\" (SEE 22\"\nSTONE BEDDING ON\nNOTE #5)\nUNDISTURBED EARTH 6\"\nSECTION A-A SECTION B-B\nTHROUGH INVERT DETAIL TERMINAL INVERT DETAIL" } }, { "id": "p16.9", "order": 56, "type": "heading", "bbox": { "l": 754.2, "t": 1413.3, "r": 851.1, "b": 1401.3 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.10", "order": 57, "type": "heading", "bbox": { "l": 928.2, "t": 1309.2, "r": 1264.8, "b": 1293 }, "text": "OUTLET CONTROL STRUCTURE 6 (S-81) DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.11", "order": 58, "type": "caption", "bbox": { "l": 1073.1, "t": 1291.2, "r": 1122.9, "b": 1277.1 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p16.12", "order": 59, "type": "figure", "bbox": { "l": 1476.3, "t": 1681.8, "r": 2150.7, "b": 1324.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "12\" O.C.\nTOP OF PIPE\nH (RIGID PVMT.) PAVEMENT OR TOPSOIL (EL 99.62) *\nH CV AS\n(FLEX PVMT.)\nTOP OF STONE 24\"\n(EL 100.12)\nS\nLOWEST OUTLET\nINV (EL 97.81) X BEDDING\n= 4\" MIN. FOR\nPIPE INVERT C = 6\" MIN. FOR\n(EL 97.32)\nSTONE INVERT 3'\n(EL 96.32)\nUNDERGROUND NOMINAL DIAMETER NOMINAL O.D. SPACING \"S\" SPACING \"C\" SIDE WALL \"X\" STONE\nBASIN 24\" 28\" 13\" 40.7\" 10\" 13\"\nUNDERGROUND INFILTRATION BASIN SYSTEM CROSS SECTION\nWATER N.T.S." }, "children": [ { "id": "p16.12.1", "order": 60, "type": "heading", "bbox": { "l": 1753.2, "t": 1668.3, "r": 1794.9, "b": 1652.4 }, "text": "NOTES", "attrs": { "block_label": "paragraph_title" }, "level": 3 } ] }, { "id": "p16.13", "order": 61, "type": "text", "bbox": { "l": 1791.6, "t": 1290.3, "r": 1844.1, "b": 1275 }, "text": "N.T.S." }, { "id": "p16.14", "order": 62, "type": "figure", "bbox": { "l": 24.6, "t": 1257, "r": 438.9, "b": 946.8 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "PERMEABILITY OF 20 IN.HR, PURSUANT TO PINELANDS REQUIREMENTS.\n3. THE SYSTEM MUST HAVE SUFFICIENT STORAGE VOLUME TO CONTAIN THE WATER QUALITY\nOVERFLOW. THE MAXIMUM DEPTH OF RUNOFF IS 24 INCHES.\n4. INFILTRATION BASINS ARE INTENDED TO BE FREE OF STANDING WATER BETWEEN STORM\nAFTER ANY RAIN EVENT.\n5. THE MAXIMUM INTERIOR SLOPE FOR AN EARTHEN DAM, EMBANKMENT OR BERM IS 3:1.\n6. THE BOTTOM OF THE BASIN MUST BE AS LEVEL AS POSSIBLE.\n7. A 6 IN MINIMUM DEPTH SAND LAYER IS REQUIRED. THE SAND MUST MEET ALL THE\nACCORDANCE WITH AASHTO M-6 OR ASTM C-33, AS CERTIFIED BY A PROFESSIONAL ENGINEER\nPERCENTAGE OF FINES IS 15%. THE MINIMUM TESTED PERMEABILITY RATE IS 20 INCHES/HOUR.\n8. THE USE OF TOPSOIL AND VEGETATION IS PROHIBITED.\n9. FILTER FABRIC IS REQUIRED ALONG THE SIDES OF THE INFILTRATION BASIN TO; FILTER FABRIC\n10. THE SOIL BED MATERIAL MUST BE PLACED IN MAXIMUM 8\" LIFTS. ADDITIONAL MATERIALS\n11. THE MINIMUM DIAMETER OF ANY OVERFLOW ORIFICE IS 2.5 INCHES.\n12. DURING CLEARING AND GRADING OF THE SITE AND BIORETENTION SYSTEM, MEASURES MUST\nBASIN. EXCAVATION AND CONSTRUCTION EQUIPMENT MUST BE PLACED OUTSIDE THE LIMITS\n13. PRIOR TO INSTALLATION OF THE SAND LAYER THE PERMEABILITY RATE OF THE UNDERLYING\nENGINEER TO MEET THE MINIMUM DESIGN PERMEABILITY RATE.\n14. EXCAVATE A MINIMUM OF 1' BELOW THE IMPERMEABLE LAYER TO REMOVE HYDRAULICALLY\n15. THE CONTRIBUTING DRAINAGE AREA MUST BE COMPLETELY STABILIZED PRIOR TO SMALL-SCALE" } }, { "id": "p16.15", "order": 63, "type": "list", "bbox": { "l": 448.2, "t": 1240.8, "r": 834.6, "b": 1176 }, "text": "", "attrs": { "item_count": 4 }, "children": [ { "id": "p16.15.1", "order": 64, "type": "list_item", "bbox": { "l": 448.2, "t": 1240.8, "r": 834.6, "b": 1224.6 }, "text": "MINIMUM AIR TEMPERATURE FOR PAVING: 50 °F.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p16.15.2", "order": 65, "type": "list_item", "bbox": { "l": 448.2, "t": 1224.6, "r": 834.6, "b": 1208.4 }, "text": "VEHICULAR USE IS PROHIBITED FOR AT LEAST 48 HOURS ONCE THE PAVEMENT INSTALLATION IS COMPLETE.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p16.15.3", "order": 66, "type": "list_item", "bbox": { "l": 448.2, "t": 1208.4, "r": 834.6, "b": 1192.2 }, "text": "POROUS PAVEMENT AREAS SHALL BE PROTECTED FROM SEDIMENT-LADEN RUNOFF AND EXCESSIVE COMPACTION FROM CONSTRUCTION TRAFFIC.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p16.15.4", "order": 67, "type": "list_item", "bbox": { "l": 448.2, "t": 1192.2, "r": 834.6, "b": 1176 }, "text": "POST-CONSTRUCTION TESTING OF THE PERMEABLE ASPHALT SURFACE COURSE IS REQUIRED AND MUST CONFORM TO THE METHODS OF EITHER ASTM C1701 OR ASTM C1781. AT LEAST THREE LOCATIONS, SPACED EVENLY, MUST BE USED FOR THE TEST.", "marker": "4.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p16.16", "order": 68, "type": "heading", "bbox": { "l": 450.9, "t": 1170.3, "r": 522.3, "b": 1159.8 }, "text": "SURFACE COURSES", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.17", "order": 69, "type": "table", "bbox": { "l": 448.2, "t": 1162.8, "r": 837.9, "b": 1099.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 1, "integrity": { "cells_checked": 5, "cells_flagged": 5, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "5. THE POROSITY OF THE PERMEABLE ASPHALT SURFACE COURSE MUS…" }, { "row": 1, "col": 0, "coverage": 0, "text": "6. SEALANT, PRIME COAT AND OTHER TREATMENTS THAT COULD REDU…" }, { "row": 2, "col": 0, "coverage": 0, "text": "7. THE MAXIMUM SURFACE COURSE SLOPE IS 5%." }, { "row": 3, "col": 0, "coverage": 0.13, "text": "8. AFTER INSTALLATION, MEASURES MUST BE TAKEN TO ENSURE THE…" }, { "row": 4, "col": 0, "coverage": 0, "text": "9. THE CHOKER COURSE MUST CONSIST OF CLEAN, WASHED AASHTO N…" } ] } }, "children": [ { "id": "p16.17.1", "order": 70, "type": "table_cell", "bbox": { "l": 448.2, "t": 1162.8, "r": 837.9, "b": 1150.2 }, "text": "5. THE POROSITY OF THE PERMEABLE ASPHALT SURFACE COURSE MUST BE 15-25%.", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.17.2", "order": 71, "type": "table_cell", "bbox": { "l": 448.2, "t": 1150.2, "r": 837.9, "b": 1137.6 }, "text": "6. SEALANT, PRIME COAT AND OTHER TREATMENTS THAT COULD REDUCE THE RATE OF INFILTRATION MAY NOT BE APPLIED TO THE SURFACE COURSE.", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.17.3", "order": 72, "type": "table_cell", "bbox": { "l": 448.2, "t": 1137.6, "r": 837.9, "b": 1125 }, "text": "7. THE MAXIMUM SURFACE COURSE SLOPE IS 5%.", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.17.4", "order": 73, "type": "table_cell", "bbox": { "l": 448.2, "t": 1125, "r": 837.9, "b": 1112.4 }, "text": "8. AFTER INSTALLATION, MEASURES MUST BE TAKEN TO ENSURE THE SURFACE COURSE DOES NOT BECOME CLOGGED UNTIL ALL ASPECTS OF THE PROJECT ARE COMPLETED.", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.17.5", "order": 74, "type": "table_cell", "bbox": { "l": 448.2, "t": 1112.4, "r": 837.9, "b": 1099.8 }, "text": "9. THE CHOKER COURSE MUST CONSIST OF CLEAN, WASHED AASHTO NO. 57 BROKEN STONE.", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.18", "order": 75, "type": "text", "bbox": { "l": 447.9, "t": 1106.4, "r": 772.8, "b": 1096.8 }, "text": "9. THE CHOKER COURSE MUST CONSIST OF CLEAN, WASHED AASHTO NO. 57 BROKEN STONE." }, { "id": "p16.19", "order": 76, "type": "heading", "bbox": { "l": 450, "t": 1091.1, "r": 504.6, "b": 1081.8 }, "text": "STORAGE BED", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.20", "order": 77, "type": "table", "bbox": { "l": 448.5, "t": 1082.1, "r": 837, "b": 993 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 1, "integrity": { "cells_checked": 5, "cells_flagged": 5, "flags": [ { "row": 0, "col": 0, "coverage": 0.14, "text": "10. STORAGE BED AGGREGATE MUST BE CLEAN, OPEN-GRADED BROKEN…" }, { "row": 1, "col": 0, "coverage": 0.04, "text": "11. STORAGE BED AGGREGATE MUST BE PLACED IN LIFTS AND COMPA…" }, { "row": 2, "col": 0, "coverage": 0, "text": "12. THE POROSITY OF ANY PERMEABLE ASPHALT BASE COURSE MUST …" }, { "row": 3, "col": 0, "coverage": 0.21, "text": "13. THE UNDERDRAIN SHALL BE A PERFORATED PIPE WRAPPED IN FI…" }, { "row": 4, "col": 0, "coverage": 0.07, "text": "14. NON-WOVEN FILTER FABRIC (AASHTO M288 CLASS 2) IS REQUIR…" } ] } }, "children": [ { "id": "p16.20.1", "order": 78, "type": "table_cell", "bbox": { "l": 448.5, "t": 1082.1, "r": 837, "b": 1064.28 }, "text": "10. STORAGE BED AGGREGATE MUST BE CLEAN, OPEN-GRADED BROKEN STONE. THE STONE MUST BE WASHED, PRIOR TO PLACEMENT, TO MINIMIZE THE AMOUNT OF STONE DUST AND OTHER FINE PARTICLES.", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.20.2", "order": 79, "type": "table_cell", "bbox": { "l": 448.5, "t": 1064.28, "r": 837, "b": 1046.46 }, "text": "11. STORAGE BED AGGREGATE MUST BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. THE MAXIMUM RECOMMENDED LOOSE LIFT THICKNESS IS 6 INCHES.", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.20.3", "order": 80, "type": "table_cell", "bbox": { "l": 448.5, "t": 1046.46, "r": 837, "b": 1028.64 }, "text": "12. THE POROSITY OF ANY PERMEABLE ASPHALT BASE COURSE MUST BE ≥ 25%.", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.20.4", "order": 81, "type": "table_cell", "bbox": { "l": 448.5, "t": 1028.64, "r": 837, "b": 1010.82 }, "text": "13. THE UNDERDRAIN SHALL BE A PERFORATED PIPE WRAPPED IN FILTER FABRIC, CONNECTED TO AN INSPECTION PORT OR OCS.", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.20.5", "order": 82, "type": "table_cell", "bbox": { "l": 448.5, "t": 1010.82, "r": 837, "b": 993 }, "text": "14. NON-WOVEN FILTER FABRIC (AASHTO M288 CLASS 2) IS REQUIRED ON THE SIDES AND BENEATH THE UNERDRAINED BASIN. FABRIC SHOULD BE OVERLAPPED AT THE SEAM A MINIMUM OF 16\".", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.21", "order": 83, "type": "table", "bbox": { "l": 461.7, "t": 983.1, "r": 820.5, "b": 821.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 13, "n_cols": 7, "integrity": { "cells_checked": 85, "cells_flagged": 85, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "POROUS PAVEMENT" }, { "row": 1, "col": 0, "coverage": 0, "text": "POROUS PAVEMENT NUMBER" }, { "row": 1, "col": 1, "coverage": 0, "text": "STONE BED" }, { "row": 1, "col": 2, "coverage": 0, "text": "INVERT" }, { "row": 1, "col": 3, "coverage": 0, "text": "ORIFICE" }, { "row": 1, "col": 4, "coverage": 0, "text": "UNDERDRAIN PIPE" }, { "row": 1, "col": 5, "coverage": 0, "text": "GRATE" }, { "row": 1, "col": 6, "coverage": 0, "text": "CULVERT" }, { "row": 2, "col": 0, "coverage": 0, "text": "PP 1A" }, { "row": 2, "col": 1, "coverage": 0, "text": "1.40'" }, { "row": 2, "col": 2, "coverage": 0, "text": "97.77'" }, { "row": 2, "col": 3, "coverage": 0, "text": "2.5\" - 98.02" } ] } }, "children": [ { "id": "p16.21.1", "order": 84, "type": "table_cell", "bbox": { "l": 461.7, "t": 983.1, "r": 820.5, "b": 970.6615 }, "text": "POROUS PAVEMENT", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 7 } }, { "id": "p16.21.2", "order": 85, "type": "table_cell", "bbox": { "l": 461.7, "t": 970.6615, "r": 512.9571, "b": 958.2231 }, "text": "POROUS PAVEMENT NUMBER", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.3", "order": 86, "type": "table_cell", "bbox": { "l": 512.9571, "t": 970.6615, "r": 564.2143, "b": 958.2231 }, "text": "STONE BED", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.4", "order": 87, "type": "table_cell", "bbox": { "l": 564.2143, "t": 970.6615, "r": 615.4714, "b": 958.2231 }, "text": "INVERT", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.5", "order": 88, "type": "table_cell", "bbox": { "l": 615.4714, "t": 970.6615, "r": 666.7286, "b": 958.2231 }, "text": "ORIFICE", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.6", "order": 89, "type": "table_cell", "bbox": { "l": 666.7286, "t": 970.6615, "r": 717.9857, "b": 958.2231 }, "text": "UNDERDRAIN PIPE", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.7", "order": 90, "type": "table_cell", "bbox": { "l": 717.9857, "t": 970.6615, "r": 769.2429, "b": 958.2231 }, "text": "GRATE", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.8", "order": 91, "type": "table_cell", "bbox": { "l": 769.2429, "t": 970.6615, "r": 820.5, "b": 958.2231 }, "text": "CULVERT", "attrs": { "row": 1, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.9", "order": 92, "type": "table_cell", "bbox": { "l": 461.7, "t": 958.2231, "r": 512.9571, "b": 945.7846 }, "text": "PP 1A", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.10", "order": 93, "type": "table_cell", "bbox": { "l": 512.9571, "t": 958.2231, "r": 564.2143, "b": 945.7846 }, "text": "1.40'", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.11", "order": 94, "type": "table_cell", "bbox": { "l": 564.2143, "t": 958.2231, "r": 615.4714, "b": 945.7846 }, "text": "97.77'", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.12", "order": 95, "type": "table_cell", "bbox": { "l": 615.4714, "t": 958.2231, "r": 666.7286, "b": 945.7846 }, "text": "2.5\" - 98.02", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.13", "order": 96, "type": "table_cell", "bbox": { "l": 666.7286, "t": 958.2231, "r": 717.9857, "b": 945.7846 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.14", "order": 97, "type": "table_cell", "bbox": { "l": 717.9857, "t": 958.2231, "r": 769.2429, "b": 945.7846 }, "text": "24.0\" X 24.0\" - 99.49", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.15", "order": 98, "type": "table_cell", "bbox": { "l": 769.2429, "t": 958.2231, "r": 820.5, "b": 945.7846 }, "text": "12.0\" - 93.71", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.16", "order": 99, "type": "table_cell", "bbox": { "l": 461.7, "t": 945.7846, "r": 512.9571, "b": 933.3462 }, "text": "PP 1B", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.17", "order": 100, "type": "table_cell", "bbox": { "l": 512.9571, "t": 945.7846, "r": 564.2143, "b": 933.3462 }, "text": "1.53'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.18", "order": 101, "type": "table_cell", "bbox": { "l": 564.2143, "t": 945.7846, "r": 615.4714, "b": 933.3462 }, "text": "97.50'", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.19", "order": 102, "type": "table_cell", "bbox": { "l": 615.4714, "t": 945.7846, "r": 666.7286, "b": 933.3462 }, "text": "2.5\" - 97.75", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.20", "order": 103, "type": "table_cell", "bbox": { "l": 666.7286, "t": 945.7846, "r": 717.9857, "b": 933.3462 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.21", "order": 104, "type": "table_cell", "bbox": { "l": 717.9857, "t": 945.7846, "r": 769.2429, "b": 933.3462 }, "text": "24.0\" X 24.0\" - 99.35", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.22", "order": 105, "type": "table_cell", "bbox": { "l": 769.2429, "t": 945.7846, "r": 820.5, "b": 933.3462 }, "text": "12.0\" - 94.54", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.23", "order": 106, "type": "table_cell", "bbox": { "l": 461.7, "t": 933.3462, "r": 512.9571, "b": 920.9077 }, "text": "PP 1C", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.24", "order": 107, "type": "table_cell", "bbox": { "l": 512.9571, "t": 933.3462, "r": 564.2143, "b": 920.9077 }, "text": "2.51'", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.25", "order": 108, "type": "table_cell", "bbox": { "l": 564.2143, "t": 933.3462, "r": 615.4714, "b": 920.9077 }, "text": "96.00'", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.26", "order": 109, "type": "table_cell", "bbox": { "l": 615.4714, "t": 933.3462, "r": 666.7286, "b": 920.9077 }, "text": "2.5\" - 96.24", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.27", "order": 110, "type": "table_cell", "bbox": { "l": 666.7286, "t": 933.3462, "r": 717.9857, "b": 920.9077 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.28", "order": 111, "type": "table_cell", "bbox": { "l": 717.9857, "t": 933.3462, "r": 769.2429, "b": 920.9077 }, "text": "24.0\" X 24.0\" - 98.83", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.29", "order": 112, "type": "table_cell", "bbox": { "l": 769.2429, "t": 933.3462, "r": 820.5, "b": 920.9077 }, "text": "12.0\" - 94.24", "attrs": { "row": 4, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.30", "order": 113, "type": "table_cell", "bbox": { "l": 461.7, "t": 920.9077, "r": 512.9571, "b": 908.4692 }, "text": "PP 1D", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.31", "order": 114, "type": "table_cell", "bbox": { "l": 512.9571, "t": 920.9077, "r": 564.2143, "b": 908.4692 }, "text": "1.97'", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.32", "order": 115, "type": "table_cell", "bbox": { "l": 564.2143, "t": 920.9077, "r": 615.4714, "b": 908.4692 }, "text": "96.00'", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.33", "order": 116, "type": "table_cell", "bbox": { "l": 615.4714, "t": 920.9077, "r": 666.7286, "b": 908.4692 }, "text": "2.5\" - 96.25", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.34", "order": 117, "type": "table_cell", "bbox": { "l": 666.7286, "t": 920.9077, "r": 717.9857, "b": 908.4692 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.35", "order": 118, "type": "table_cell", "bbox": { "l": 717.9857, "t": 920.9077, "r": 769.2429, "b": 908.4692 }, "text": "24.0\" X 24.0\" - 98.30", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.36", "order": 119, "type": "table_cell", "bbox": { "l": 769.2429, "t": 920.9077, "r": 820.5, "b": 908.4692 }, "text": "15.0\" - 93.63", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.37", "order": 120, "type": "table_cell", "bbox": { "l": 461.7, "t": 908.4692, "r": 512.9571, "b": 896.0308 }, "text": "PP 1E", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.38", "order": 121, "type": "table_cell", "bbox": { "l": 512.9571, "t": 908.4692, "r": 564.2143, "b": 896.0308 }, "text": "2.23'", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.39", "order": 122, "type": "table_cell", "bbox": { "l": 564.2143, "t": 908.4692, "r": 615.4714, "b": 896.0308 }, "text": "95.70'", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.40", "order": 123, "type": "table_cell", "bbox": { "l": 615.4714, "t": 908.4692, "r": 666.7286, "b": 896.0308 }, "text": "2.5\" - 95.97", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.41", "order": 124, "type": "table_cell", "bbox": { "l": 666.7286, "t": 908.4692, "r": 717.9857, "b": 896.0308 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.42", "order": 125, "type": "table_cell", "bbox": { "l": 717.9857, "t": 908.4692, "r": 769.2429, "b": 896.0308 }, "text": "24.0\" X 24.0\" - 98.28", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.43", "order": 126, "type": "table_cell", "bbox": { "l": 769.2429, "t": 908.4692, "r": 820.5, "b": 896.0308 }, "text": "15.0\" - 93.46", "attrs": { "row": 6, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.44", "order": 127, "type": "table_cell", "bbox": { "l": 461.7, "t": 896.0308, "r": 512.9571, "b": 883.5923 }, "text": "PP 1F", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.45", "order": 128, "type": "table_cell", "bbox": { "l": 512.9571, "t": 896.0308, "r": 564.2143, "b": 883.5923 }, "text": "1.12'", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.46", "order": 129, "type": "table_cell", "bbox": { "l": 564.2143, "t": 896.0308, "r": 615.4714, "b": 883.5923 }, "text": "97.40'", "attrs": { "row": 7, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.47", "order": 130, "type": "table_cell", "bbox": { "l": 615.4714, "t": 896.0308, "r": 666.7286, "b": 883.5923 }, "text": "2.5\" - 97.67", "attrs": { "row": 7, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.48", "order": 131, "type": "table_cell", "bbox": { "l": 666.7286, "t": 896.0308, "r": 717.9857, "b": 883.5923 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 7, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.49", "order": 132, "type": "table_cell", "bbox": { "l": 717.9857, "t": 896.0308, "r": 769.2429, "b": 883.5923 }, "text": "24.0\" X 24.0\" - 98.85", "attrs": { "row": 7, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.50", "order": 133, "type": "table_cell", "bbox": { "l": 769.2429, "t": 896.0308, "r": 820.5, "b": 883.5923 }, "text": "15.0\" - 93.60", "attrs": { "row": 7, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.51", "order": 134, "type": "table_cell", "bbox": { "l": 461.7, "t": 883.5923, "r": 512.9571, "b": 871.1538 }, "text": "PP 2A", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.52", "order": 135, "type": "table_cell", "bbox": { "l": 512.9571, "t": 883.5923, "r": 564.2143, "b": 871.1538 }, "text": "2.95'", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.53", "order": 136, "type": "table_cell", "bbox": { "l": 564.2143, "t": 883.5923, "r": 615.4714, "b": 871.1538 }, "text": "97.00'", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.54", "order": 137, "type": "table_cell", "bbox": { "l": 615.4714, "t": 883.5923, "r": 666.7286, "b": 871.1538 }, "text": "5.0\" - 97.24", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.55", "order": 138, "type": "table_cell", "bbox": { "l": 666.7286, "t": 883.5923, "r": 717.9857, "b": 871.1538 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 8, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.56", "order": 139, "type": "table_cell", "bbox": { "l": 717.9857, "t": 883.5923, "r": 769.2429, "b": 871.1538 }, "text": "24.0\" X 24.0\" - 100.52", "attrs": { "row": 8, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.57", "order": 140, "type": "table_cell", "bbox": { "l": 769.2429, "t": 883.5923, "r": 820.5, "b": 871.1538 }, "text": "12.0\" - 97.00", "attrs": { "row": 8, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.58", "order": 141, "type": "table_cell", "bbox": { "l": 461.7, "t": 871.1538, "r": 512.9571, "b": 858.7154 }, "text": "PP 2B", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.59", "order": 142, "type": "table_cell", "bbox": { "l": 512.9571, "t": 871.1538, "r": 564.2143, "b": 858.7154 }, "text": "2.26'", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.60", "order": 143, "type": "table_cell", "bbox": { "l": 564.2143, "t": 871.1538, "r": 615.4714, "b": 858.7154 }, "text": "98.30'", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.61", "order": 144, "type": "table_cell", "bbox": { "l": 615.4714, "t": 871.1538, "r": 666.7286, "b": 858.7154 }, "text": "2.5\" - 98.64", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.62", "order": 145, "type": "table_cell", "bbox": { "l": 666.7286, "t": 871.1538, "r": 717.9857, "b": 858.7154 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 9, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.63", "order": 146, "type": "table_cell", "bbox": { "l": 717.9857, "t": 871.1538, "r": 769.2429, "b": 858.7154 }, "text": "24.0\" X 24.0\" - 101.23", "attrs": { "row": 9, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.64", "order": 147, "type": "table_cell", "bbox": { "l": 769.2429, "t": 871.1538, "r": 820.5, "b": 858.7154 }, "text": "12.0\" - 97.76", "attrs": { "row": 9, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.65", "order": 148, "type": "table_cell", "bbox": { "l": 461.7, "t": 858.7154, "r": 512.9571, "b": 846.2769 }, "text": "PP 2C", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.66", "order": 149, "type": "table_cell", "bbox": { "l": 512.9571, "t": 858.7154, "r": 564.2143, "b": 846.2769 }, "text": "2.80'", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.67", "order": 150, "type": "table_cell", "bbox": { "l": 564.2143, "t": 858.7154, "r": 615.4714, "b": 846.2769 }, "text": "97.16'", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.68", "order": 151, "type": "table_cell", "bbox": { "l": 615.4714, "t": 858.7154, "r": 666.7286, "b": 846.2769 }, "text": "2.5\" - 97.40", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.69", "order": 152, "type": "table_cell", "bbox": { "l": 666.7286, "t": 858.7154, "r": 717.9857, "b": 846.2769 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 10, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.70", "order": 153, "type": "table_cell", "bbox": { "l": 717.9857, "t": 858.7154, "r": 769.2429, "b": 846.2769 }, "text": "24.0\" X 24.0\" - 100.67", "attrs": { "row": 10, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.71", "order": 154, "type": "table_cell", "bbox": { "l": 769.2429, "t": 858.7154, "r": 820.5, "b": 846.2769 }, "text": "12.0\" - 97.16", "attrs": { "row": 10, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.72", "order": 155, "type": "table_cell", "bbox": { "l": 461.7, "t": 846.2769, "r": 512.9571, "b": 833.8385 }, "text": "PP 2D", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.73", "order": 156, "type": "table_cell", "bbox": { "l": 512.9571, "t": 846.2769, "r": 564.2143, "b": 833.8385 }, "text": "2.37'", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.74", "order": 157, "type": "table_cell", "bbox": { "l": 564.2143, "t": 846.2769, "r": 615.4714, "b": 833.8385 }, "text": "97.60'", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.75", "order": 158, "type": "table_cell", "bbox": { "l": 615.4714, "t": 846.2769, "r": 666.7286, "b": 833.8385 }, "text": "6.0\" - 97.99", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.76", "order": 159, "type": "table_cell", "bbox": { "l": 666.7286, "t": 846.2769, "r": 717.9857, "b": 833.8385 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 11, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.77", "order": 160, "type": "table_cell", "bbox": { "l": 717.9857, "t": 846.2769, "r": 769.2429, "b": 833.8385 }, "text": "24.0\" X 24.0\" - 100.69", "attrs": { "row": 11, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.78", "order": 161, "type": "table_cell", "bbox": { "l": 769.2429, "t": 846.2769, "r": 820.5, "b": 833.8385 }, "text": "12.0\" - 97.54", "attrs": { "row": 11, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.79", "order": 162, "type": "table_cell", "bbox": { "l": 461.7, "t": 833.8385, "r": 512.9571, "b": 821.4 }, "text": "PP 2E", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.80", "order": 163, "type": "table_cell", "bbox": { "l": 512.9571, "t": 833.8385, "r": 564.2143, "b": 821.4 }, "text": "2.67", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.81", "order": 164, "type": "table_cell", "bbox": { "l": 564.2143, "t": 833.8385, "r": 615.4714, "b": 821.4 }, "text": "97.80'", "attrs": { "row": 12, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.82", "order": 165, "type": "table_cell", "bbox": { "l": 615.4714, "t": 833.8385, "r": 666.7286, "b": 821.4 }, "text": "2.5\" - 98.06", "attrs": { "row": 12, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.83", "order": 166, "type": "table_cell", "bbox": { "l": 666.7286, "t": 833.8385, "r": 717.9857, "b": 821.4 }, "text": "3.0\" PVC PIPE @0.25%", "attrs": { "row": 12, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.84", "order": 167, "type": "table_cell", "bbox": { "l": 717.9857, "t": 833.8385, "r": 769.2429, "b": 821.4 }, "text": "36.0\" X 36.0\" - 100.81", "attrs": { "row": 12, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.21.85", "order": 168, "type": "table_cell", "bbox": { "l": 769.2429, "t": 833.8385, "r": 820.5, "b": 821.4 }, "text": "15.0\" - 97.14", "attrs": { "row": 12, "col": 6, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.22", "order": 169, "type": "caption", "bbox": { "l": 173.1, "t": 941.7, "r": 306, "b": 930.6 }, "text": "UNCOMPACTED SOIL —", "attrs": { "block_label": "figure_title" } }, { "id": "p16.23", "order": 170, "type": "caption", "bbox": { "l": 296.4, "t": 922.5, "r": 384.9, "b": 909.9 }, "text": "OUTFLOW PIPE", "attrs": { "block_label": "figure_title" } }, { "id": "p16.24", "order": 171, "type": "heading", "bbox": { "l": 225.9, "t": 821.1, "r": 648.9, "b": 805.5 }, "text": "POROUS ASPHALT PAVEMENT (WITH UNDERDRAIN) SECTION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.25", "order": 172, "type": "caption", "bbox": { "l": 404.4, "t": 803.1, "r": 459.3, "b": 789.3 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p16.26", "order": 173, "type": "figure", "bbox": { "l": 32.7, "t": 777.3, "r": 740.7, "b": 489.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.27", "order": 174, "type": "table", "bbox": { "l": 56.4, "t": 479.7, "r": 639.3, "b": 438.9 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 6, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p16.27.1", "order": 175, "type": "table_cell", "bbox": { "l": 56.4, "t": 479.7, "r": 153.55, "b": 466.1 }, "text": "", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.2", "order": 176, "type": "table_cell", "bbox": { "l": 153.55, "t": 479.7, "r": 250.7, "b": 466.1 }, "text": "A", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p16.27.3", "order": 177, "type": "table_cell", "bbox": { "l": 250.7, "t": 479.7, "r": 347.85, "b": 466.1 }, "text": "B", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p16.27.4", "order": 178, "type": "table_cell", "bbox": { "l": 347.85, "t": 479.7, "r": 445, "b": 466.1 }, "text": "C", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p16.27.5", "order": 179, "type": "table_cell", "bbox": { "l": 445, "t": 479.7, "r": 542.15, "b": 466.1 }, "text": "D", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.6", "order": 180, "type": "table_cell", "bbox": { "l": 542.15, "t": 479.7, "r": 639.3, "b": 466.1 }, "text": "E", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.7", "order": 181, "type": "table_cell", "bbox": { "l": 56.4, "t": 466.1, "r": 153.55, "b": 452.5 }, "text": "BASIN 1", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.8", "order": 182, "type": "table_cell", "bbox": { "l": 153.55, "t": 466.1, "r": 250.7, "b": 452.5 }, "text": "3\" Ø EL: 95.20", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.9", "order": 183, "type": "table_cell", "bbox": { "l": 250.7, "t": 466.1, "r": 347.85, "b": 452.5 }, "text": "93.27", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.10", "order": 184, "type": "table_cell", "bbox": { "l": 347.85, "t": 466.1, "r": 445, "b": 452.5 }, "text": "93.65", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.11", "order": 185, "type": "table_cell", "bbox": { "l": 445, "t": 466.1, "r": 542.15, "b": 452.5 }, "text": "95.17", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.12", "order": 186, "type": "table_cell", "bbox": { "l": 542.15, "t": 466.1, "r": 639.3, "b": 452.5 }, "text": "93.20", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.13", "order": 187, "type": "table_cell", "bbox": { "l": 56.4, "t": 452.5, "r": 153.55, "b": 438.9 }, "text": "BASIN 3", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.14", "order": 188, "type": "table_cell", "bbox": { "l": 153.55, "t": 452.5, "r": 250.7, "b": 438.9 }, "text": "4.5\" Ø EL: 98.80", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.15", "order": 189, "type": "table_cell", "bbox": { "l": 250.7, "t": 452.5, "r": 347.85, "b": 438.9 }, "text": "97.00", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.16", "order": 190, "type": "table_cell", "bbox": { "l": 347.85, "t": 452.5, "r": 445, "b": 438.9 }, "text": "97.41", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.17", "order": 191, "type": "table_cell", "bbox": { "l": 445, "t": 452.5, "r": 542.15, "b": 438.9 }, "text": "99.11", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.27.18", "order": 192, "type": "table_cell", "bbox": { "l": 542.15, "t": 452.5, "r": 639.3, "b": 438.9 }, "text": "97.00", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.28", "order": 193, "type": "figure", "bbox": { "l": 855.3, "t": 1249.2, "r": 1544.4, "b": 981 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "E\nA A\nPLAN VIEW ISOMETRIC VIEW\nELEV. B\nD C B\nPIPE DIA.\nC\n12\"\nPIPE DIA. 18\"\nBASIN # A B C 24\"\nA\n30\"\nBASIN \"1\" EL. 98.80 EL. 97.30 25.0 FT.\nE 36\"\nF\nBASIN \"3\" EL. 101.50 EL. 100.20 25.0 FT. 42\"\nSECTION A-A END VIEW 48\"\n54\"" } }, { "id": "p16.29", "order": 194, "type": "heading", "bbox": { "l": 862.5, "t": 981.3, "r": 962.4, "b": 969 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.30", "order": 195, "type": "caption", "bbox": { "l": 1037.1, "t": 876.9, "r": 1377.9, "b": 848.7 }, "text": "OUTLET CONTROL STRUCTURE 11 (S-71) DETAIL N T S", "attrs": { "block_label": "figure_title" } }, { "id": "p16.31", "order": 196, "type": "figure", "bbox": { "l": 851.1, "t": 817.8, "r": 1549.8, "b": 549.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.32", "order": 197, "type": "heading", "bbox": { "l": 863.1, "t": 549.3, "r": 963.9, "b": 536.7 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.33", "order": 198, "type": "heading", "bbox": { "l": 862.2, "t": 527.7, "r": 1515.3, "b": 515.7 }, "text": "1. ALL CONCRETE TO BE NJDOT CLASS \"B\".", "attrs": { "split_from": "leading_line" }, "level": 3 }, { "id": "p16.34", "order": 199, "type": "text", "bbox": { "l": 862.2, "t": 456.15, "r": 1515.3, "b": 432.3 }, "text": "OUTLET CONTROL STRUCTURE 12 (S-28) DETAIL", "attrs": { "bbox_estimated": true } }, { "id": "p16.35", "order": 200, "type": "figure", "bbox": { "l": 1574.7, "t": 1246.2, "r": 2283.3, "b": 956.1 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "PROPOSED GRADE\nSCOUR HOLE 4\nS = 0.30%\n(P-81) 34 L.F. 12\" HDPE @ 0.30%\nOCS 6\nGRATE: 97.00\nINV. 95.20\nEXISTING ELEV:\n95.00\nHW POA1\nWEIGHTS\nB C D E F INV. 95.10\nLBS.\n2\" 13\" 24\" 24\" 37\" 400 AREA BELOW SCOUR HOLE #4 DETAIL\n12 \" 13\" 27\" 36\" 40\" 900 N.T.S.\n3\" 16\" 42\" 48\" 56\" 1,400\n12 \" 18\" 54\" 60\" 72\" 2,300\n4\" 18\" 63\" 72\" 81\" 4,100\n5\" 18\" 63\" 78\" 81\" 5,200\n5\" 18\" 72\" 84\" 90\" 6,500\n6\" 18\" 65\" 90\" 83\" 7,400" }, "children": [ { "id": "p16.35.1", "order": 201, "type": "caption", "bbox": { "l": 1933.8, "t": 1014.9, "r": 2047.5, "b": 999.3 }, "text": "EXCAVATION TRENCH", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p16.36", "order": 202, "type": "table", "bbox": { "l": 1582.2, "t": 994.2, "r": 2163.3, "b": 957.3 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 7, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p16.36.1", "order": 203, "type": "table_cell", "bbox": { "l": 1582.2, "t": 994.2, "r": 1665.2143, "b": 957.3 }, "text": "UNDERGROUND BASIN", "attrs": { "row": 0, "col": 0, "rowspan": 2, "colspan": 1 } }, { "id": "p16.36.2", "order": 204, "type": "table_cell", "bbox": { "l": 1665.2143, "t": 994.2, "r": 1748.2286, "b": 975.75 }, "text": "LENGTH", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.3", "order": 205, "type": "table_cell", "bbox": { "l": 1748.2286, "t": 994.2, "r": 1831.2429, "b": 975.75 }, "text": "WIDTH", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.4", "order": 206, "type": "table_cell", "bbox": { "l": 1831.2429, "t": 994.2, "r": 1914.2571, "b": 975.75 }, "text": "PIPE SIZE", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.5", "order": 207, "type": "table_cell", "bbox": { "l": 1914.2571, "t": 994.2, "r": 1997.2714, "b": 975.75 }, "text": "OUTLET PIPE", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.6", "order": 208, "type": "table_cell", "bbox": { "l": 1997.2714, "t": 994.2, "r": 2080.2857, "b": 975.75 }, "text": "ORIFICE", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.7", "order": 209, "type": "table_cell", "bbox": { "l": 2080.2857, "t": 994.2, "r": 2163.3, "b": 975.75 }, "text": "GRATE", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.8", "order": 210, "type": "table_cell", "bbox": { "l": 1665.2143, "t": 975.75, "r": 1748.2286, "b": 957.3 }, "text": "161.67'", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.9", "order": 211, "type": "table_cell", "bbox": { "l": 1748.2286, "t": 975.75, "r": 1831.2429, "b": 957.3 }, "text": "14.35'", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.10", "order": 212, "type": "table_cell", "bbox": { "l": 1831.2429, "t": 975.75, "r": 1914.2571, "b": 957.3 }, "text": "24\"", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.11", "order": 213, "type": "table_cell", "bbox": { "l": 1914.2571, "t": 975.75, "r": 1997.2714, "b": 957.3 }, "text": "97.75'", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.12", "order": 214, "type": "table_cell", "bbox": { "l": 1997.2714, "t": 975.75, "r": 2080.2857, "b": 957.3 }, "text": "97.81'", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.36.13", "order": 215, "type": "table_cell", "bbox": { "l": 2080.2857, "t": 975.75, "r": 2163.3, "b": 957.3 }, "text": "98.40'", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.37", "order": 216, "type": "heading", "bbox": { "l": 1581.9, "t": 954.3, "r": 1628.1, "b": 940.5 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.38", "order": 217, "type": "caption", "bbox": { "l": 1700.4, "t": 865.2, "r": 2145, "b": 847.8 }, "text": "UNDERGROUND INFILTRATION SYSTEM PLAN VIEW DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p16.39", "order": 218, "type": "figure", "bbox": { "l": 1587.6, "t": 750.3, "r": 2260.2, "b": 521.4 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.40", "order": 219, "type": "list", "bbox": { "l": 23.1, "t": 421.8, "r": 732.6, "b": 54.9 }, "text": "", "attrs": { "item_count": 16 }, "children": [ { "id": "p16.40.1", "order": 220, "type": "list_item", "bbox": { "l": 23.1, "t": 421.8, "r": 732.6, "b": 398.87 }, "text": "SOIL PERMEABILITY TESTS SHALL BE PERFORMED WITHIN THE MOST HYDRAULICALLY RESTRICTIVE SUBSTRATUM BETWEEN THE BOTTOM OF THE BIORETENTION BASIN AND THE SEASONAL HIGH GROUNDWATER TABLE TO ENSURE THAT THE INSTALLED BIORETENTION BASIN FUNCTIONS AS DESIGNED.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.2", "order": 221, "type": "list_item", "bbox": { "l": 23.1, "t": 398.87, "r": 732.6, "b": 375.94 }, "text": "IF THE PERMEABILITY RATES OF THE SUBGRADE SOIL IS ABOVE 20 IN.HR, THE SOIL SHALL BE REPLACED WITH A TWO FOOT LAYER OF K-4 SOIL WITH A TESTED PERMEABILITY OF 20 IN.HR, PURSUANT TO PINELANDS REQUIREMENTS.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.3", "order": 222, "type": "list_item", "bbox": { "l": 23.1, "t": 375.94, "r": 732.6, "b": 353.01 }, "text": "THE SYSTEM MUST HAVE SUFFICIENT STORAGE VOLUME TO CONTAIN THE WATER QUALITY DESIGN STORM (WQDS) STORMWATER RUNOFF VOLUME WITHOUT OVERFLOW. THE MAXIMUM DEPTH OF RUNOFF IS 24 INCHES.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.4", "order": 223, "type": "list_item", "bbox": { "l": 23.1, "t": 353.01, "r": 732.6, "b": 330.08 }, "text": "INFILTRATION BASINS ARE INTENDED TO BE FREE OF STANDING WATER BETWEEN STORM EVENTS; THEREFORE, THE DRAIN TIME MUST NOT EXCEED 72 HOURS AFTER ANY RAIN EVENT.", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.5", "order": 224, "type": "list_item", "bbox": { "l": 23.1, "t": 330.08, "r": 732.6, "b": 307.14 }, "text": "THE MAXIMUM INTERIOR SLOPE FOR AN EARTHEN DAM, EMBANKMENT OR BERM IS 3:1.", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.6", "order": 225, "type": "list_item", "bbox": { "l": 23.1, "t": 307.14, "r": 732.6, "b": 284.21 }, "text": "THE BOTTOM OF THE BASIN MUST BE AS LEVEL AS POSSIBLE.", "marker": "6.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.7", "order": 226, "type": "list_item", "bbox": { "l": 23.1, "t": 284.21, "r": 732.6, "b": 261.28 }, "text": "A 6 IN MINIMUM DEPTH SAND LAYER IS REQUIRED. THE SAND MUST MEET ALL THE SPECIFICATIONS FOR CLEAN, MEDIUM-AGGREGATE CONCRETE SAND IN ACCORDANCE WITH AASHTO M-6 OR ASTM C-33, AS CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY. THE MAXIMUM PERCENTAGE OF FINES IS 15%. THE MINIMUM TESTED PERMEABILITY RATE IS 20 INCHES/HOUR.", "marker": "7.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.8", "order": 227, "type": "list_item", "bbox": { "l": 23.1, "t": 261.28, "r": 732.6, "b": 238.35 }, "text": "THE USE OF TOPSOIL AND VEGETATION IS PROHIBITED.", "marker": "8.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.9", "order": 228, "type": "list_item", "bbox": { "l": 23.1, "t": 238.35, "r": 732.6, "b": 215.42 }, "text": "FILTER FABRIC IS REQUIRED ALONG THE SIDES OF THE INFILTRATION BASIN TO; FILTER FABRIC MAY NOT BE USED ALONG THE BOTTOM OF THE BASIN.", "marker": "9.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.10", "order": 229, "type": "list_item", "bbox": { "l": 23.1, "t": 215.42, "r": 732.6, "b": 192.49 }, "text": "THE SOIL BED MATERIAL MUST BE PLACED IN MAXIMUM 8\" LIFTS. ADDITIONAL MATERIALS MAY BE NECESSARY TO ACCOUNT FOR SETTLING OVER TIME.", "marker": "10.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.11", "order": 230, "type": "list_item", "bbox": { "l": 23.1, "t": 192.49, "r": 732.6, "b": 169.56 }, "text": "THE MINIMUM DIAMETER OF ANY OVERFLOW ORIFICE IS 2.5 INCHES.", "marker": "11.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.12", "order": 231, "type": "list_item", "bbox": { "l": 23.1, "t": 169.56, "r": 732.6, "b": 146.63 }, "text": "DURING CLEARING AND GRADING OF THE SITE AND BIORETENTION SYSTEM, MEASURES MUST BE TAKEN TO ELIMINATE SOIL COMPACTION IN THE INFILTRATION BASIN. EXCAVATION AND CONSTRUCTION EQUIPMENT MUST BE PLACED OUTSIDE THE LIMITS OF THE BASIN.", "marker": "12.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.13", "order": 232, "type": "list_item", "bbox": { "l": 23.1, "t": 146.63, "r": 732.6, "b": 123.69 }, "text": "PRIOR TO INSTALLATION OF THE SAND LAYER THE PERMEABILITY RATE OF THE UNDERLYING OR REPLACEMENT SOILS SHALL BE CONFIRMED BY A PROFESSIONAL ENGINEER TO MEET THE MINIMUM DESIGN PERMEABILITY RATE.", "marker": "13.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.14", "order": 233, "type": "list_item", "bbox": { "l": 23.1, "t": 123.69, "r": 732.6, "b": 100.76 }, "text": "EXCAVATE A MINIMUM OF 1' BELOW THE IMPERMEABLE LAYER TO REMOVE HYDRAULICALLY RESTRICTIVE MATERIAL.", "marker": "14.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.15", "order": 234, "type": "list_item", "bbox": { "l": 23.1, "t": 100.76, "r": 732.6, "b": 77.83 }, "text": "THE CONTRIBUTING DRAINAGE AREA MUST BE COMPLETELY STABILIZED PRIOR TO SMALL-SCALE INFILTRATION BASIN USE.", "marker": "15.", "attrs": { "bbox_estimated": true } }, { "id": "p16.40.16", "order": 235, "type": "list_item", "bbox": { "l": 23.1, "t": 77.83, "r": 732.6, "b": 54.9 }, "text": "SMALL SCALE INFILTRATION BASIN SYSTEM DETAIL", "attrs": { "bbox_estimated": true } } ] }, { "id": "p16.41", "order": 236, "type": "text", "bbox": { "l": 197.1, "t": 75, "r": 561, "b": 44.7 }, "text": "SMALL SCALE INFILTRATION BASIN SYSTEM DETAIL N.T.S." }, { "id": "p16.42", "order": 237, "type": "caption", "bbox": { "l": 1176.9, "t": 427.5, "r": 1230, "b": 412.2 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p16.43", "order": 238, "type": "figure", "bbox": { "l": 759, "t": 387.9, "r": 1139.7, "b": 215.4 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p16.43.1", "order": 239, "type": "heading", "bbox": { "l": 757.8, "t": 384.6, "r": 827.1, "b": 371.7 }, "text": "TOP OF ___", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.43.2", "order": 240, "type": "caption", "bbox": { "l": 759, "t": 363.6, "r": 810.9, "b": 349.8 }, "text": "ELEV.A", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p16.44", "order": 241, "type": "table", "bbox": { "l": 855.9, "t": 210.9, "r": 1076.1, "b": 156.9 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p16.44.1", "order": 242, "type": "table_cell", "bbox": { "l": 855.9, "t": 210.9, "r": 910.95, "b": 192.9 }, "text": "BASIN #", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.44.2", "order": 243, "type": "table_cell", "bbox": { "l": 910.95, "t": 210.9, "r": 966, "b": 192.9 }, "text": "A", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.44.3", "order": 244, "type": "table_cell", "bbox": { "l": 966, "t": 210.9, "r": 1021.05, "b": 192.9 }, "text": "B", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.44.4", "order": 245, "type": "table_cell", "bbox": { "l": 1021.05, "t": 210.9, "r": 1076.1, "b": 192.9 }, "text": "C", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.44.5", "order": 246, "type": "table_cell", "bbox": { "l": 855.9, "t": 192.9, "r": 910.95, "b": 174.9 }, "text": "BASIN \"I\"", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.44.6", "order": 247, "type": "table_cell", "bbox": { "l": 910.95, "t": 192.9, "r": 966, "b": 174.9 }, "text": "EL. 98.80", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.44.7", "order": 248, "type": "table_cell", "bbox": { "l": 966, "t": 192.9, "r": 1021.05, "b": 174.9 }, "text": "EL. 97.30", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.44.8", "order": 249, "type": "table_cell", "bbox": { "l": 1021.05, "t": 192.9, "r": 1076.1, "b": 174.9 }, "text": "25.0 FT.", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.44.9", "order": 250, "type": "table_cell", "bbox": { "l": 855.9, "t": 174.9, "r": 910.95, "b": 156.9 }, "text": "BASIN \"3\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.44.10", "order": 251, "type": "table_cell", "bbox": { "l": 910.95, "t": 174.9, "r": 966, "b": 156.9 }, "text": "EL. 101.50", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.44.11", "order": 252, "type": "table_cell", "bbox": { "l": 966, "t": 174.9, "r": 1021.05, "b": 156.9 }, "text": "EL. 100.20", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.44.12", "order": 253, "type": "table_cell", "bbox": { "l": 1021.05, "t": 174.9, "r": 1076.1, "b": 156.9 }, "text": "25.0 FT.", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.45", "order": 254, "type": "heading", "bbox": { "l": 819.6, "t": 141.6, "r": 863.7, "b": 129 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.46", "order": 255, "type": "heading", "bbox": { "l": 818.1, "t": 130.8, "r": 1123.8, "b": 118.80000000000001 }, "text": "1. 0% SLOPE ACROSS EMERGENCY SPILLWAY.", "attrs": { "split_from": "leading_line" }, "level": 3 }, { "id": "p16.47", "order": 256, "type": "text", "bbox": { "l": 818.1, "t": 130.8, "r": 1123.8, "b": 46.5 }, "text": "3. SPILLWAY TO BE STABILIZED, TOPSOILED, FERTILIZED, SEEDED AND MULCHED.\nEMERGENCY SPILLWAY DETAIL\nN T S" }, { "id": "p16.48", "order": 257, "type": "figure", "bbox": { "l": 1163.4, "t": 382.5, "r": 1302.6, "b": 298.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.49", "order": 258, "type": "figure", "bbox": { "l": 1340.4, "t": 384.9, "r": 1452.6, "b": 305.1 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.50", "order": 259, "type": "figure", "bbox": { "l": 1156.2, "t": 255.6, "r": 1433.1, "b": 144.6 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.51", "order": 260, "type": "figure", "bbox": { "l": 1474.2, "t": 258.6, "r": 1770.6, "b": 135.9 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.52", "order": 261, "type": "figure", "bbox": { "l": 1888.2, "t": 394.2, "r": 2282.4, "b": 195 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.53", "order": 262, "type": "table", "bbox": { "l": 2286.9, "t": 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