{ "document_id": 11873, "page": 22, "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": 310, "counts_by_type": { "caption": 10, "figure": 11, "footnote": 20, "form_field": 3, "header": 5, "heading": 26, "list": 6, "list_item": 19, "table": 6, "table_cell": 182, "text": 22 }, "build_ms": 199, "items": [ { "id": "p22.1", "order": 1, "type": "header", "bbox": { "l": 463.8, "t": 1650.6, "r": 604.5, "b": 1640.7 }, "text": "CURB HEIGHT (SEE PLAN) —", "attrs": { "block_label": "figure_title" }, "level": 2 }, { "id": "p22.2", "order": 2, "type": "header", "bbox": { "l": 637.8, "t": 1644.3, "r": 708, "b": 1631.1 }, "text": "几", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p22.3", "order": 3, "type": "header", "bbox": { "l": 786.9, "t": 1644.6, "r": 906.9, "b": 1610.7 }, "text": "PAVEMENT (SEE DETAIL) OR TOPSOIL SEE LANDSCAPE PLAN)", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p22.4", "order": 4, "type": "header", "bbox": { "l": 1024.8, "t": 1639.5, "r": 1108.8, "b": 1619.1 }, "text": "12\" OR 24\" MIN.\n(SEE NOTE #4)", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p22.5", "order": 5, "type": "header", "bbox": { "l": 1661.7, "t": 1640.4, "r": 1800.3, "b": 1616.7 }, "text": "RECOMMENDED MINIMUM TRENCH WIDTHS", "attrs": { "block_label": "figure_title" }, "level": 2 }, { "id": "p22.6", "order": 6, "type": "figure", "bbox": { "l": 57, "t": 1647.3, "r": 747, "b": 1392.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "NOTES:\nFRAME AND GRATE PRE-CAST GRADE RINGS 1. THE STORM MANHOLE CONCRETE\nFINAL GRADE (3 MAX.) STRUCTURE MUST BE PRECAST\nCONCRETE TO MEET A MINIMUM OF\nHS-25 LOADING. ALL UNITS SHALL BE\nBACKFILL SHALL BE CONSTRUCTED AND REINFORCED IN\nPROVIDED AT 6\" LAYERS OR ACCORDANCE WITH THE APPROPRIATE\n30\" AS DIRECTED BY THE ASTM, ACI, AND AASHTO STANDARDS.\nENGINEER AND ALL PRECAST SECTIONS SHALL BE\nMECHANICALLY COMPACTED JOINED USING A GASKET AND CEMENT\nTO 95% OF MAXIMUM DRY GROUT TO PRODUCE A LEAK-PROOF\nDENSITY MOD. PROCTOR JOINT.\n24\"-48\"\n2. THE INLET FRAME AND GRATE/COVER\nSHALL BE CAMPBELL FOUNDRY\nPOLYPROPYLENE\nPATTERN NO. 1012D, OR APPROVED\nLADDER RUNGS\nEQUAL.\n@ 12\" O.C. PRE-CAST ECCENTRIC\n3. ALL PIPES SHALL EXTEND NO MORE\nCONE SECTION (IF OVER\nTHAN 1 INCH INTO THE STRUCTURE.\n6 FT. DEEP)\n4. SUITABLE EXCAVATED SOIL MAY BE\n48\" MIN. USED AS BACKFILL IN NON-" } }, { "id": "p22.7", "order": 7, "type": "heading", "bbox": { "l": 48.3, "t": 1391.7, "r": 141.3, "b": 1379.4 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.8", "order": 8, "type": "heading", "bbox": { "l": 48, "t": 1374.3, "r": 280.8, "b": 1362.9 }, "text": "1. ALL CONCRETE TO BE NJDOT CLASS \"B\".", "level": 3 }, { "id": "p22.9", "order": 9, "type": "list", "bbox": { "l": 49.5, "t": 1348.38, "r": 767.7, "b": 1302.12 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p22.9.1", "order": 10, "type": "list_item", "bbox": { "l": 49.5, "t": 1348.38, "r": 767.7, "b": 1332.96 }, "text": "FRAME AND GRATE TO BE NO. 3425 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p22.9.2", "order": 11, "type": "list_item", "bbox": { "l": 49.5, "t": 1317.54, "r": 767.7, "b": 1302.12 }, "text": "WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0\" SHALL BE INCREASED TO 8\" WIDTH AND THE FOUNDATION SHALL BE 8\" THICK. WHEN THE DEPTH IS 8' OR MORE, FOUNDATION SHALL EXTEND 12\" BEYOND THE OUTER EDGE OF THE WALLS.", "marker": "5.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p22.10", "order": 12, "type": "heading", "bbox": { "l": 325.2, "t": 1281, "r": 492, "b": 1265.4 }, "text": "TYPE \"B\" INLET DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.11", "order": 13, "type": "caption", "bbox": { "l": 384.6, "t": 1261.8, "r": 431.4, "b": 1247.7 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p22.12", "order": 14, "type": "figure", "bbox": { "l": 55.5, "t": 1224.9, "r": 744.9, "b": 960.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "RUNGS, 12\" ON CENTER.\n7. SEE STORM MANHOLE FRAME AND\nCOVER DETAIL.\nSTORM MANHOLE DETAIL\nN.T.S." } }, { "id": "p22.13", "order": 15, "type": "heading", "bbox": { "l": 50.7, "t": 961.2, "r": 141, "b": 949.8 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.14", "order": 16, "type": "heading", "bbox": { "l": 58.8, "t": 944.1, "r": 282.6, "b": 931.2 }, "text": "1. ALL CONCRETE TO BE NJDOT CLASS \"B\".", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.15", "order": 17, "type": "list", "bbox": { "l": 57.6, "t": 912.24, "r": 755.1, "b": 869.76 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p22.15.1", "order": 18, "type": "list_item", "bbox": { "l": 57.6, "t": 912.24, "r": 755.1, "b": 898.08 }, "text": "FRAME AND GRATE TO BE NO. 2618 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p22.15.2", "order": 19, "type": "list_item", "bbox": { "l": 57.6, "t": 883.92, "r": 755.1, "b": 869.76 }, "text": "WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8' SHALL BE INCREASED TO 8\" WIDTH AND THE FOUNDATION SHALL BE 8\" THICK. WHEN THE DEPTH IS 8' OR MORE, FOUNDATION SHALL EXTEND 12\" BEYOND THE OUTER EDGE OF THE WALLS.", "marker": "5.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p22.16", "order": 20, "type": "heading", "bbox": { "l": 324.6, "t": 848.7, "r": 493.8, "b": 833.1 }, "text": "TYPE \"E\" INLET DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.17", "order": 21, "type": "text", "bbox": { "l": 383.7, "t": 830.4, "r": 430.8, "b": 816.3 }, "text": "N.T.S." }, { "id": "p22.18", "order": 22, "type": "heading", "bbox": { "l": 521.7, "t": 778.2, "r": 569.4, "b": 764.1 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.19", "order": 23, "type": "figure", "bbox": { "l": 58.5, "t": 759.6, "r": 526.5, "b": 331.5 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p22.19.1", "order": 24, "type": "caption", "bbox": { "l": 58.8, "t": 524.7, "r": 102.6, "b": 512.7 }, "text": "VARIES", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p22.20", "order": 25, "type": "text", "bbox": { "l": 539.7, "t": 757.8, "r": 755.4, "b": 735.8 }, "text": "THE STORM MANHOLE CONCRETE STRUCTURE MUST BE PRECAST CONCRETE TO MEET A MINIMUM OF HS-25 LOADING. ALL UNITS SHALL BE CONSTRUCTED AND REINFORCED IN ACCORDANCE WITH THE APPROPRIATE ASTM, ACI, AND AASHTO STANDARDS. ALL PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A LEAK-PROOF JOINT.", "attrs": { "bbox_estimated": true } }, { "id": "p22.21", "order": 26, "type": "heading", "bbox": { "l": 539.7, "t": 625.8, "r": 755.4, "b": 613.8 }, "text": "7. SEE STORM MANHOLE FRAME AND", "attrs": { "split_from": "trailing_line" }, "level": 3 }, { "id": "p22.22", "order": 27, "type": "heading", "bbox": { "l": 524.7, "t": 338.7, "r": 756.9, "b": 326.7 }, "text": "7. SEE STORM MANHOLE FRAME AND", "attrs": { "split_from": "trailing_line" }, "level": 3 }, { "id": "p22.23", "order": 28, "type": "text", "bbox": { "l": 533.7, "t": 350.7, "r": 724.8, "b": 328.5 }, "text": "SEE STORM MANHOLE FRAME AND COVER DETAIL." }, { "id": "p22.24", "order": 29, "type": "heading", "bbox": { "l": 310.2, "t": 275.1, "r": 505.5, "b": 259.2 }, "text": "STORM MANHOLE DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.25", "order": 30, "type": "text", "bbox": { "l": 385.5, "t": 255.6, "r": 431.7, "b": 240 }, "text": "N.T.S." }, { "id": "p22.26", "order": 31, "type": "figure", "bbox": { "l": 779.7, "t": 1644.9, "r": 1118.4, "b": 1351.5 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "PLAN\n31 34 \"\n1 38 \"\n8\"\n30\"\n32\"\n43\"\nNOTES: SECTION\nSTANDARD MANHOLE FRAMES & COVERS SHALL BE USED ON ALL\nMANHOLES NOT LOCATED WITHIN EASEMENTS UNLESS DIRECTED\nOTHERWISE BY THE ENGINEER OR SEWER AUTHORITY.\nSTANDARD MANHOLE FRAME & COVER SHALL BE CAMPBELL\nFOUNDRY PATTERN #1012B, OR APPROVED EQUAL, WITH\nNON-PENETRATING PICK HOLES.\nINSTRUCTION TO DESIGNER:" } }, { "id": "p22.27", "order": 32, "type": "heading", "bbox": { "l": 767.4, "t": 1346.1, "r": 816, "b": 1334.4 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.28", "order": 33, "type": "heading", "bbox": { "l": 774.9, "t": 1324.2, "r": 962.1, "b": 1312.2 }, "text": "1. 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"p22.29.7", "order": 41, "type": "table_cell", "bbox": { "l": 965.1, "t": 1248.4071, "r": 1043.7, "b": 1235.4429 }, "text": "8\"", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.8", "order": 42, "type": "table_cell", "bbox": { "l": 1043.7, "t": 1248.4071, "r": 1122.3, "b": 1235.4429 }, "text": "26\"", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.9", "order": 43, "type": "table_cell", "bbox": { "l": 965.1, "t": 1235.4429, "r": 1043.7, "b": 1222.4786 }, "text": "10\"", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.10", "order": 44, "type": "table_cell", "bbox": { "l": 1043.7, "t": 1235.4429, "r": 1122.3, "b": 1222.4786 }, "text": "28\"", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.11", "order": 45, "type": "table_cell", "bbox": { "l": 965.1, "t": 1222.4786, "r": 1043.7, "b": 1209.5143 }, "text": "12\"", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.12", "order": 46, "type": "table_cell", "bbox": { "l": 1043.7, "t": 1222.4786, "r": 1122.3, "b": 1209.5143 }, "text": "30\"", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.13", "order": 47, "type": "table_cell", "bbox": { "l": 967.2, "t": 1133.642428, "r": 978.384807, "b": 1124.207761 }, "text": "15\"", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p22.29.14", "order": 48, "type": "table_cell", "bbox": { "l": 1043.7, "t": 1209.5143, "r": 1122.3, "b": 1196.55 }, "text": "34\"", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.15", "order": 49, "type": "table_cell", "bbox": { "l": 965.1, "t": 1196.55, "r": 1043.7, "b": 1183.5857 }, "text": "18\"", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.16", "order": 50, "type": "table_cell", "bbox": { "l": 1043.7, "t": 1196.55, "r": 1122.3, "b": 1183.5857 }, "text": "39\"", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.17", "order": 51, "type": "table_cell", "bbox": { "l": 965.1, "t": 1183.5857, "r": 1043.7, "b": 1170.6214 }, "text": "24\"", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.18", "order": 52, "type": "table_cell", "bbox": { "l": 1043.7, "t": 1183.5857, "r": 1122.3, "b": 1170.6214 }, "text": "48\"", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.19", "order": 53, "type": "table_cell", "bbox": { "l": 965.1, "t": 1170.6214, "r": 1043.7, "b": 1157.6571 }, "text": "30\"", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.20", "order": 54, "type": "table_cell", "bbox": { "l": 1043.7, "t": 1170.6214, "r": 1122.3, "b": 1157.6571 }, "text": "56\"", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.21", "order": 55, "type": "table_cell", "bbox": { "l": 965.1, "t": 1157.6571, "r": 1043.7, "b": 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1131.7286, "r": 1122.3, "b": 1118.7643 }, "text": "80\"", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.27", "order": 61, "type": "table_cell", "bbox": { "l": 965.1, "t": 1118.7643, "r": 1043.7, "b": 1105.8 }, "text": "60\"", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.29.28", "order": 62, "type": "table_cell", "bbox": { "l": 1043.7, "t": 1118.7643, "r": 1122.3, "b": 1105.8 }, "text": "96\"", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p22.30", "order": 63, "type": "caption", "bbox": { "l": 804.6, "t": 1003.2, "r": 1095.6, "b": 968.4 }, "text": "PVC PIPE SANITARY SEWER TRENCH AND BEDDING DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p22.31", "order": 64, "type": "text", "bbox": { "l": 926.4, "t": 963.9, "r": 972.3, "b": 949.2 }, "text": "N.T.S." }, { "id": "p22.32", "order": 65, "type": "figure", "bbox": { "l": 781.2, "t": 934.2, "r": 1110.9, "b": 724.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p22.33", "order": 66, "type": "figure", "bbox": { "l": 816.6, "t": 705.3, "r": 1095.9, "b": 619.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p22.34", "order": 67, "type": "heading", "bbox": { "l": 770.7, "t": 608.1, "r": 807, "b": 595.5 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.35", "order": 68, "type": "heading", "bbox": { "l": 924.6, "t": 613.5, "r": 987.9, "b": 597.9 }, "text": "SECTION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.36", "order": 69, "type": "list", "bbox": { "l": 767.4, "t": 590.4, "r": 1124.1, "b": 516 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p22.36.1", "order": 70, "type": "list_item", "bbox": { "l": 767.4, "t": 590.4, "r": 1124.1, "b": 553.2 }, "text": "STANDARD MANHOLE FRAMES & COVERS SHALL BE USED ON ALL MANHOLES NOT LOCATED WITHIN EASEMENTS UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR SEWER AUTHORITY.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p22.36.2", "order": 71, "type": "list_item", "bbox": { "l": 767.4, "t": 553.2, "r": 1124.1, "b": 516 }, "text": "STANDARD MANHOLE FRAME & COVER SHALL BE CAMPBELL FOUNDRY PATTERN #1012B, OR APPROVED EQUAL, WITH NON-PENETRATING PICK HOLES.", "marker": "2.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p22.37", "order": 72, "type": "heading", "bbox": { "l": 770.1, "t": 505.8, "r": 918.3, "b": 491.1 }, "text": "INSTRUCTION TO DESIGNER:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.38", "order": 73, "type": "list", "bbox": { "l": 779.1, "t": 487.2, "r": 1116.3, "b": 438.6 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p22.38.1", "order": 74, "type": "list_item", "bbox": { "l": 787.2, "t": 487.2, "r": 1110.3, "b": 463.2 }, "text": "WHEN NECESSARY ADD NOTE: \"LOCKING DEVICES STAINLESS STEEL CAP SCREWS\".", "attrs": { "bbox_estimated": true } }, { "id": "p22.38.2", "order": 75, "type": "list_item", "bbox": { "l": 779.1, "t": 461.4, "r": 1116.3, "b": 438.6 }, "text": "IN SOME MUNICIPALITIES ADD NOTE: \"FRAME AND GRATE TO BE MADE IN USA\"", "attrs": { "bbox_estimated": true } } ] }, { "id": "p22.39", "order": 76, "type": "caption", "bbox": { "l": 789, "t": 417, "r": 1111.5, "b": 401.1 }, "text": "STORM MANHOLE FRAME & COVER DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p22.40", "order": 77, "type": "caption", "bbox": { "l": 920.7, "t": 396.9, "r": 974.4, "b": 383.1 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p22.41", "order": 78, "type": "figure", "bbox": { "l": 775.8, "t": 364.5, "r": 1113.9, "b": 212.7 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p22.42", "order": 79, "type": "text", "bbox": { "l": 770.7, "t": 196.8, "r": 1125.3, "b": 83.4 }, "text": "REINFORCEMENT, MIN. 3\" EMBEDMENT INTO STRUCTURE WALL.\nMANHOLE STEPS TO MEET OR EXCEED O.S.H.A. REQUIREMENTS.\nFOR ROADWAY LOCATIONS STEPS SHALL BE ORIENTED TO\nALLOW VIEWING OF ONCOMING TRAFFIC WHEN EXITING\nSTRUCTURE.\nMANHOLE LADDER RUNG DETAIL\nN.T.S." }, { "id": "p22.43", "order": 80, "type": "figure", "bbox": { "l": 1138.2, "t": 1641.9, "r": 1626.3, "b": 1447.5 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "2' MIN.\n45° BEND\n4\" MIN\n45° WYE FITTING\nFLOW TO STORM\nSEWER MAIN\nGASKETED CONNECTION (TYP.) HDPE PIPE (TYP.) 90° BEND" } }, { "id": "p22.44", "order": 81, "type": "table", "bbox": { "l": 1656, "t": 1614.9, "r": 1806.6, "b": 1436.1 }, "text": "", "attrs": { "block_label": "table", "n_rows": 14, "n_cols": 2, "integrity": { "cells_checked": 28, "cells_flagged": 28, "flags": [ { "row": 0, "col": 0, "coverage": 0, "text": "PE DIAM." }, { "row": 0, "col": 1, "coverage": 0, "text": "MIN. 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"bbox": { "l": 1656, "t": 1576.5857, "r": 1731.3, "b": 1563.8143 }, "text": "8\"", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.8", "order": 89, "type": "table_cell", "bbox": { "l": 1731.3, "t": 1576.5857, "r": 1806.6, "b": 1563.8143 }, "text": "26\"", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.9", "order": 90, "type": "table_cell", "bbox": { "l": 1656, "t": 1563.8143, "r": 1731.3, "b": 1551.0429 }, "text": "10\"", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.10", "order": 91, "type": "table_cell", "bbox": { "l": 1731.3, "t": 1563.8143, "r": 1806.6, "b": 1551.0429 }, "text": "28\"", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.11", "order": 92, "type": "table_cell", "bbox": { "l": 1656, "t": 1551.0429, "r": 1731.3, "b": 1538.2714 }, "text": "12\"", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.12", "order": 93, 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"order": 98, "type": "table_cell", "bbox": { "l": 1656, "t": 1512.7286, "r": 1731.3, "b": 1499.9571 }, "text": "24\"", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.18", "order": 99, "type": "table_cell", "bbox": { "l": 1731.3, "t": 1512.7286, "r": 1806.6, "b": 1499.9571 }, "text": "48\"", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.19", "order": 100, "type": "table_cell", "bbox": { "l": 1656, "t": 1499.9571, "r": 1731.3, "b": 1487.1857 }, "text": "30\"", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.20", "order": 101, "type": "table_cell", "bbox": { "l": 1731.3, "t": 1499.9571, "r": 1806.6, "b": 1487.1857 }, "text": "56\"", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.44.21", "order": 102, "type": "table_cell", "bbox": { "l": 1656, "t": 1487.1857, "r": 1731.3, "b": 1474.4143 }, "text": "36\"", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 } 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true, "header_source": "pdf" } }, { "id": "p22.47.86", "order": 198, "type": "table_cell", "bbox": { "l": 1377.8, "t": 1230.4, "r": 1434.4, "b": 1216.8 }, "text": "12", "attrs": { "row": 14, "col": 4, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p22.47.87", "order": 199, "type": "table_cell", "bbox": { "l": 1434.4, "t": 1230.4, "r": 1491, "b": 1216.8 }, "text": "13", "attrs": { "row": 14, "col": 5, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } } ] }, { "id": "p22.48", "order": 200, "type": "table", "bbox": { "l": 1521.6, "t": 1399.5, "r": 1819.2, "b": 1331.7 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 3, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p22.48.1", "order": 201, "type": "table_cell", "bbox": { "l": 1521.6, "t": 1399.5, "r": 1620.8, "b": 1376.9 }, "text": "PIPE DIAM.", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.48.2", "order": 202, "type": "table_cell", "bbox": { "l": 1620.8, "t": 1399.5, "r": 1720, "b": 1376.9 }, "text": "H-25", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.48.3", "order": 203, "type": "table_cell", "bbox": { "l": 1720, "t": 1399.5, "r": 1819.2, "b": 1376.9 }, "text": "HEAVY CONSTRUCTION\\n(75T AXLE LAOD) *", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p22.48.4", "order": 204, "type": "table_cell", "bbox": { "l": 1521.6, "t": 1376.9, "r": 1620.8, "b": 1354.3 }, "text": "12\" - 48\"", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p22.48.5", "order": 205, "type": "table_cell", "bbox": { "l": 1620.8, "t": 1376.9, "r": 1720, "b": 1354.3 }, "text": "12\"", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p22.48.6", "order": 206, "type": "table_cell", "bbox": { "l": 1720, "t": 1376.9, "r": 1819.2, "b": 1354.3 }, "text": "48\"", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "pdf" } }, { "id": "p22.48.7", "order": 207, "type": "table_cell", "bbox": { "l": 1521.6, "t": 1354.3, "r": 1620.8, "b": 1331.7 }, "text": "60\"", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p22.48.8", "order": 208, "type": "table_cell", "bbox": { "l": 1620.8, "t": 1354.3, "r": 1720, "b": 1331.7 }, "text": "24\"", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p22.48.9", "order": 209, "type": "table_cell", "bbox": { "l": 1720, "t": 1354.3, "r": 1819.2, "b": 1331.7 }, "text": "60\"", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p22.49", "order": 210, "type": "text", "bbox": { "l": 1519.2, "t": 1299.6, "r": 1735.2, "b": 1289.1 }, "text": "**SEE BACKFILL REQUIREMENTS IN NOTE**" }, { "id": "p22.50", "order": 211, "type": "text", "bbox": { "l": 1502.1, "t": 1279.5, "r": 1825.2, "b": 1221.6 }, "text": "FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF" }, { "id": "p22.51", "order": 212, "type": "heading", "bbox": { "l": 1139.4, "t": 1209.3, "r": 1182.9, "b": 1198.2 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.52", "order": 213, "type": "list", "bbox": { "l": 1131.9, "t": 1197.6, "r": 1837.8, "b": 990.9 }, "text": "", "attrs": { "item_count": 6 }, "children": [ { "id": "p22.52.1", "order": 214, "type": "list_item", "bbox": { "l": 1131.9, "t": 1197.6, "r": 1837.8, "b": 1163.15 }, "text": "ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, \"STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS\", LATEST ADDITION", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p22.52.2", "order": 215, "type": "list_item", "bbox": { "l": 1131.9, "t": 1163.15, "r": 1837.8, "b": 1128.7 }, "text": "MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p22.52.3", "order": 216, "type": "list_item", "bbox": { "l": 1131.9, "t": 1128.7, "r": 1837.8, "b": 1094.25 }, "text": "FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p22.52.4", "order": 217, "type": "list_item", "bbox": { "l": 1131.9, "t": 1094.25, "r": 1837.8, "b": 1059.8 }, "text": "BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4\" (100mm) FOR 4\"-24\" (100mm-600mm); 6\" (150mm) FOR 30\"-60\" (750mm-1500mm).", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p22.52.5", "order": 218, "type": "list_item", "bbox": { "l": 1131.9, "t": 1059.8, "r": 1837.8, "b": 1025.35 }, "text": "INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING TO THE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p22.52.6", "order": 219, "type": "list_item", "bbox": { "l": 1131.9, "t": 1025.35, "r": 1837.8, "b": 990.9 }, "text": "MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12\" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12\" UP TO 48\" DIAMETER PIPE AND 24\" OF COVER FOR 60\" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL.", "marker": "6.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p22.53", "order": 220, "type": "caption", "bbox": { "l": 1377.6, "t": 984.9, "r": 1592.7, "b": 969 }, "text": "HDPE INSTALLATION DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p22.54", "order": 221, "type": "caption", "bbox": { "l": 1471.5, "t": 965.4, "r": 1518.6, "b": 950.4 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p22.55", "order": 222, "type": "figure", "bbox": { "l": 1136.4, "t": 912.9, "r": 1823.7, "b": 633 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p22.55.1", "order": 223, "type": "heading", "bbox": { "l": 1623.9, "t": 765.6, "r": 1655.1, "b": 752.1 }, "text": "NOTE:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.55.2", "order": 224, "type": "text", "bbox": { "l": 1646.7, "t": 745.8, "r": 1830.9, "b": 702.3 }, "text": "INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS,[p22.55.2.3] BENDS,[p22.55.2.4] BENDS AND BELL/BELL COUPLERS.", "children": [ { "id": "p22.55.2.1", "order": 225, "type": "form_field", "bbox": { "l": 1759.92, "t": 745.8, "r": 1771.92, "b": 733.8 }, "text": "", "attrs": { "field_kind": "radio", "label": "BENDS, 90", "source": "glyph_estimate", "bbox_estimated": true, "text_offset": 77, "text_span": 0 } }, { "id": "p22.55.2.2", "order": 226, "type": "form_field", "bbox": { "l": 1778.51, "t": 745.8, "r": 1790.51, "b": 733.8 }, "text": "", "attrs": { "field_kind": "radio", "label": "BENDS AND BELL/BELL COUPLERS.", "source": "glyph_estimate", "bbox_estimated": true, "label_source": "parent_text", "label_ref": "p22.55.2", "text_offset": 96, "text_span": 0 } }, { "id": "p22.55.2.3", "order": 227, "type": "text", "bbox": { "l": 1646.7, "t": 745.8, "r": 1830.9, "b": 702.3 }, "text": "45^{\\circ}", "attrs": { "inline": true, "text_offset": 64, "text_span": 12, "bbox_estimated": true } }, { "id": "p22.55.2.4", "order": 228, "type": "text", "bbox": { "l": 1646.7, "t": 745.8, "r": 1830.9, "b": 702.3 }, "text": "90^{\\circ}", "attrs": { "inline": true, "text_offset": 83, "text_span": 12, "bbox_estimated": true } } ] }, { "id": "p22.55.3", "order": 229, "type": "heading", "bbox": { "l": 1632.9, "t": 699.6, "r": 1832.7, "b": 687.6 }, "text": "2. WATERTIGHT (WT) JOINTS SHOWN.", "attrs": { "split_from": "leading_line" }, "level": 3 }, { "id": "p22.55.4", "order": 230, "type": "text", "bbox": { "l": 1632.9, "t": 699.6, "r": 1832.7, "b": 660.6 }, "text": "SOIL-TIGHT (ST) FITTINGS ARE ALSO\nAVAILABLE." }, { "id": "p22.55.5", "order": 231, "type": "text", "bbox": { "l": 1647.6, "t": 661.8, "r": 1816.8, "b": 641.1 }, "text": "SCHEDULE 40 PVC PIPE MAY BE USED AS WELL." } ] }, { "id": "p22.56", "order": 232, "type": "heading", "bbox": { "l": 1308.9, "t": 563.1, "r": 1665, "b": 545.7 }, "text": "ROOF DRAIN AND LEADER WITH CLEANOUT DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.57", "order": 233, "type": "text", "bbox": { "l": 1463.1, "t": 541.2, "r": 1507.2, "b": 526.5 }, "text": "N.T.S." }, { "id": "p22.58", "order": 234, "type": "figure", "bbox": { "l": 1852.5, "t": 1639.5, "r": 2209.8, "b": 1344 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "SUBGRADE\n1. MATCH ADJOINING PAVEMENT.\n2. BACKFILL SHALL BE INSTALLED IN\nACCORDANCE WITH ANSI/AWWA C600.\n3. WATER MAIN PIPE SHALL BE CEMENT LINED DUCTILE IRON\nPIPE (DIP) PRESSURE CLASS 150, THICKNESS SHALL BE\nCLASS 52 WITH ASPHALTIC EPOXY TYPE COATING.\n4. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF\nNATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.\n5. MINIMUM COVER, IN NON-TRAFFIC APPLICATIONS IS 12\" FROM\nTHE TOP OF PIPE TO GROUND SURFACE. (ADDITIONAL COVER\nMAY BE REQUIRED TO PREVENT FLOTATION). FOR TRAFFIC\nAPPLICATIONS, MINIMUM COVER, IS 12\" UP TO 48\" DIA PIPE\nAND 24\" FOR 60\" DIA PIPE, MEASURED FROM TOP OF PIPE TO\nBOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID\nPAVEMENT.\nDIP WATER PIPE TRENCH AND BEDDING DETAIL\nN.T.S." }, "children": [ { "id": "p22.58.1", "order": 235, "type": "text", "bbox": { "l": 1879.5, "t": 1627.5, "r": 2007.3, "b": 1591.5 }, "text": "AVEMENT (SEE DETAIL)\nOR TOPSOIL (SEE\nLANDSCAPE PLAN)" } ] }, { "id": "p22.59", "order": 236, "type": "heading", "bbox": { "l": 1855.8, "t": 1317.3, "r": 1896.9, "b": 1303.8 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.60", "order": 237, "type": "heading", "bbox": { "l": 1859.4, "t": 1300.8, "r": 2184, "b": 1288.8 }, "text": "1. PAVEMENT SECTION TO MATCH ADJOINING PAVEMENT.", "attrs": { "split_from": "leading_line" }, "level": 3 }, { "id": "p22.61", "order": 238, "type": "text", "bbox": { "l": 1859.4, "t": 1300.8, "r": 2184, "b": 1263 }, "text": "2. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321." }, { "id": "p22.62", "order": 239, "type": "heading", "bbox": { "l": 1862.4, "t": 1137.6, "r": 2203.2, "b": 1101.6 }, "text": "HDPE STORM PIPE TRENCH AND BEDDING DETAIL\nN.T.S.", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.63", "order": 240, "type": "figure", "bbox": { "l": 1855.5, "t": 1074.9, "r": 2201.4, "b": 768 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p22.63.1", "order": 241, "type": "text", "bbox": { "l": 1854.3, "t": 1068, "r": 1988.1, "b": 1033.8 }, "text": "PAVEMENT (SEE -\nDETAIL) OR TOPSOIL\n(SEE LANDSCAPE PLAN)" } ] }, { "id": "p22.64", "order": 242, "type": "heading", "bbox": { "l": 1858.5, "t": 765.9, "r": 1906.2, "b": 752.7 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p22.65", "order": 243, "type": "list", "bbox": { "l": 1860.9, "t": 735.9, "r": 2205.6, "b": 541.2 }, "text": "", "attrs": { "item_count": 5 }, "children": [ { "id": "p22.65.1", "order": 244, "type": "list_item", "bbox": { "l": 1864.5, "t": 735.9, "r": 2187.3, "b": 713.7 }, "text": "ALL PIPE SYSTEMS AND BACKFILL SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600.", "marker": "2." }, { "id": "p22.65.2", "order": 245, "type": "list_item", "bbox": { "l": 1864.5, "t": 709.8, "r": 2190, "b": 677.4 }, "text": "WATER MAIN PIPE SHALL BE CEMENT LINED DUCTILE IRON PIPE (DIP) PRESSURE CLASS 150, THICKNESS SHALL BE CLASS 52 WITH ASPHALTIC EPOXY TYPE COATING.", "marker": "3." }, { "id": "p22.65.3", "order": 246, "type": "list_item", "bbox": { "l": 1864.8, "t": 676.2, "r": 2194.5, "b": 655.2 }, "text": "MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL WHEN REQUIRED", "marker": "4." }, { "id": "p22.65.4", "order": 247, "type": "list_item", "bbox": { "l": 1860.9, "t": 652.2, "r": 2205.6, "b": 567.3 }, "text": "MINIMUM COVER, IN NON-TRAFFIC APPLICATIONS IS 12\" FROM THE TOP OF PIPE TO GROUND SURFACE. (ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION). FOR TRAFFIC APPLICATIONS, MINIMUM COVER, IS 12\" UP TO 48\" DIA PIPE AND 24\" FOR 60\" DIA PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.", "marker": "5." }, { "id": "p22.65.5", "order": 248, "type": "list_item", "bbox": { "l": 1868.4, "t": 557.7, "r": 2196.3, "b": 541.2 }, "text": "DIP WATER PIPE TRENCH AND BEDDING DETAIL" } ] }, { "id": "p22.66", "order": 249, "type": "text", "bbox": { "l": 2015.1, "t": 536.1, "r": 2055.6, "b": 522.6 }, "text": "N.T.S." }, { "id": "p22.67", "order": 250, "type": "table", "bbox": { "l": 2286, "t": 833.7, "r": 2565.6, "b": 665.7 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 4, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p22.67.1", "order": 251, "type": "table_cell", "bbox": { "l": 2286, "t": 833.7, "r": 2355.9, "b": 791.7 }, "text": "1.", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { 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