{ "document_id": 11873, "page": 23, "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": 200, "counts_by_type": { "caption": 1, "figure": 10, "footnote": 15, "form_field": 1, "heading": 14, "list": 6, "list_item": 25, "table": 4, "table_cell": 109, "text": 15 }, "build_ms": 52, "items": [ { "id": "p23.1", "order": 1, "type": "figure", "bbox": { "l": 131.7, "t": 1640.7, "r": 537.3, "b": 1208.7 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "T\nNOTE 5\nTHRUST\nBLOCKS\nO.D. + 12\" R\nMAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE\nSHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINTS SHALL BE MECHANICAL JOINT\nALL FITTINGS BE MECHANICALLY JOINT CAST IRON.\nBE SUBSTITUTED FOR A \"T\" OF UP TO 24' IF APPROVED BY THE ENGINEER.\nTHRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION\nCLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18\" MIN. CLEARANCE\nMAIN AND OTHER OBSTRUCTIONS SHALL BE 6\".\nBE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL\nTO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE\nAT 100 PSI WORKING PRESSURE. MEGALUG RESTRAINT ALSO ACCEPTABLE IN PLACE OF\nJOINTS\nR = L =\nT x 1.000 D-2A" }, "children": [ { "id": "p23.1.1", "order": 2, "type": "text", "bbox": { "l": 364.2, "t": 1637.7, "r": 509.1, "b": 1562.7 }, "text": "VALVE BOX: BINGHAM & TAYLOR MODEL 4908. TOP SECTION AND COVER: BINGHAM & TAYLOR MODEL 54-5 OR EQUAL MARKED \"WATER.\"" } ] }, { "id": "p23.2", "order": 3, "type": "text", "bbox": { "l": 51.6, "t": 1137.3, "r": 541.8, "b": 1104 }, "text": "NOTE:\n1. ANY VALVE INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6\" CONCRETE COLLAR AROUND IT." }, { "id": "p23.3", "order": 4, "type": "figure", "bbox": { "l": 584.4, "t": 1602.9, "r": 1110.9, "b": 1164 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "0.12 INSQ/LF\n2 COATS, WHITE\nEPOXY COATING\nALL INTERIOR WALLS\nINCLUDING\nCHANNELS +\nBENCHES\nDETAIL A\n48\" X 5\" THICK\nMANHOLE RISER\n#3 @ 8\" O.C. BOTHWAYS\nTOP & BOTTOM\nSEAL WITH RUBBER GASKET\nINTEGRALLY IN MANHOLE\nWALL\nPRECAST MANHOLE\nBASE\nNON SKID EPOXY COATED\nCHANNEL AND BENCH\nSEAL WITH NON- '0' RING\nSHRINKING GROUT\nSLOPE CHANNEL 1\"\nTHROUGH MANHOLE\nCONCRETE & RUBBER\n8\" MIN. 3/4\" STONE GASKET JOINT SHALL\nBE\nNOTES\n1. THE CONTRACTOR SHALL BE RESPONSIBLE\nFOR CONSTRUCTING ADEQUATE BALLASTS TO\nOFFSET FLOTATION FORCES ACTING ON MANHOLES\n2. ALL REINFORCEMENT IS SUBJECT TO\nENGINEERS APPROVAL BEFORE CONSTRUCTION" }, "children": [ { "id": "p23.3.1", "order": 5, "type": "text", "bbox": { "l": 600.6, "t": 1599, "r": 711.3, "b": 1557.3 }, "text": "3/8\" FIBERGLASS MARKER WITH RED AND WHITE REFLECTIVE BANDING & STAINLESS STEEL SPRING HY-VIZ INC. OR EQUAL" }, { "id": "p23.3.2", "order": 6, "type": "text", "bbox": { "l": 957.6, "t": 1470, "r": 1104.3, "b": 1381.8 }, "text": "VALVE BOX: BINGHAM & TAYLOR\nMODEL 4908. TOP\nSECTION AND COVER: BINGHAM & TAYLOR\nMODEL 54-S OR EQUAL MARKED \"WATER.\"" }, { "id": "p23.3.3", "order": 7, "type": "text", "bbox": { "l": 978.6, "t": 1305, "r": 1111.8, "b": 1166.7 }, "text": "HYDRANT VALVE ANCHORING TEE\nW/INTEGRALLY CAST GLAND.\nSTANDARD M.J. ON 6\" P.E. BRANC\nMAIN\nTHRUST BLOCK" } ] }, { "id": "p23.4", "order": 8, "type": "figure", "bbox": { "l": 1174.8, "t": 1610.1, "r": 1595.4, "b": 1249.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "1/4\" ROUND\nNEOPRENE GASKET\nFITTED INTO\nMACHINED GROOVE\nOF COVER\nFRAME\nTOP OF RIB\nTO BE 1 1/2\"\nPLAN VIEW\n\"FLOW-SEAL\" MANHOLE COVER\n(NOT BOLTED)\nALL MANHOLE FRAMES TO BE\nCAMPBELL FOUNDRY NO. 1202B\nOR APPROVED EQUAL.\n27 3/4\"\n8\"\n5\"\n3/4\"\n23\"\n31\"\n39\"\nSECTION VIEW" } }, { "id": "p23.5", "order": 9, "type": "list", "bbox": { "l": 1129.2, "t": 1148.7, "r": 1648.2, "b": 1080 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p23.5.1", "order": 10, "type": "list_item", "bbox": { "l": 1129.2, "t": 1148.7, "r": 1648.2, "b": 1113 }, "text": "ALL NEWLY INSTALLED TAPPING SLEEVES & TAPPING VALVES SHALL BE PNEUMATICALLY TESTED AT A TEST PRESSURE OF 150PSI FOR A PERIOD OF THIRTY MINUTES. AT THE END OF THE TEST PERIOD, IF THE TEST PRESSURE HAS REMAINED CONSTANT, THE TAPPING SLEEVE & VALVE SHALL HAVE PASSED THE TEST.", "marker": "1." }, { "id": "p23.5.2", "order": 11, "type": "list_item", "bbox": { "l": 1135.2, "t": 1105.2, "r": 1634.1, "b": 1080 }, "text": "ANY VALVE (WATER OR FORCE MAIN) INSTALLED OUTSIDE OF ASPHALT AREAS MUST BE CONSTRUCTED WITH A 2'x2'x6\" CONCRETE COLLAR AROUND IT.", "marker": "2." } ] }, { "id": "p23.6", "order": 12, "type": "heading", "bbox": { "l": 1757.1, "t": 1635.6, "r": 2056.5, "b": 1616.4 }, "text": "COUNTY ROAD TRENCH RESTORATION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.7", "order": 13, "type": "text", "bbox": { "l": 1659.6, "t": 1603.8, "r": 1821.9, "b": 1537.88 }, "text": "NOTES:", "attrs": { "bbox_estimated": true } }, { "id": "p23.8", "order": 14, "type": "list", "bbox": { "l": 1659.6, "t": 1537.88, "r": 1821.9, "b": 1340.1 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p23.8.1", "order": 15, "type": "list_item", "bbox": { "l": 1659.6, "t": 1537.88, "r": 1821.9, "b": 1471.95 }, "text": "6\" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p23.8.2", "order": 16, "type": "list_item", "bbox": { "l": 1659.6, "t": 1471.95, "r": 1821.9, "b": 1406.02 }, "text": "AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 2\" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINIOUS CONCRETE SURFACE COURSE MIX I-5.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p23.8.3", "order": 17, "type": "list_item", "bbox": { "l": 1659.6, "t": 1406.02, "r": 1821.9, "b": 1340.1 }, "text": "EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.", "marker": "3.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p23.9", "order": 18, "type": "heading", "bbox": { "l": 1659.6, "t": 1340.1, "r": 1821.9, "b": 1328.1 }, "text": "4. ALL TRENCHES TO BE SAW CUT.", "attrs": { "split_from": "trailing_line" }, "level": 3 }, { "id": "p23.10", "order": 19, "type": "figure", "bbox": { "l": 1866, "t": 1516.8, "r": 2145.6, "b": 1344.6 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p23.11", "order": 20, "type": "heading", "bbox": { "l": 1817.4, "t": 1329.9, "r": 2135.7, "b": 1312.5 }, "text": "TOWNSHIP ROAD TRENCH RESTORATION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.12", "order": 21, "type": "heading", "bbox": { "l": 1671, "t": 1307.4, "r": 1717.5, "b": 1296.6 }, "text": "NOTES:", "level": 3 }, { "id": "p23.13", "order": 22, "type": "list", "bbox": { "l": 1665.9, "t": 1301.4, "r": 1848, "b": 1049.1 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p23.13.1", "order": 23, "type": "list_item", "bbox": { "l": 1665.9, "t": 1301.4, "r": 1848, "b": 1217.3 }, "text": "4\" STABILIZED BASE IS TO BE BROUGHT TO THE TOP OF EXISTING PAVEMENT AT THE END OF EACH DAY AND LEFT IN PLACE FOR APPROXIMATELY 6 MONTHS.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p23.13.2", "order": 24, "type": "list_item", "bbox": { "l": 1665.9, "t": 1217.3, "r": 1848, "b": 1133.2 }, "text": "AFTER SETTLEMENT, THE TRENCH WIDTH PLUS ONE FOOT ON BOTH SIDES ARE TO BE MILLED OUT 1.5\" DEEP AS PER APPROPRIATE MILLING LIMITS ABOVE AND REPAVED USING BITUMINIOUS CONCRETE SURFACE COURSE MIX I-5.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p23.13.3", "order": 25, "type": "list_item", "bbox": { "l": 1665.9, "t": 1133.2, "r": 1848, "b": 1049.1 }, "text": "EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT IF REQUIRED.", "marker": "3.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p23.14", "order": 26, "type": "heading", "bbox": { "l": 1665.9, "t": 1049.1, "r": 1848, "b": 1037.1 }, "text": "4. ALL TRENCHES TO BE SAW CUT.", "attrs": { "split_from": "trailing_line" }, "level": 3 }, { "id": "p23.15", "order": 27, "type": "figure", "bbox": { "l": 1848.6, "t": 1267.5, "r": 2174.7, "b": 1085.1 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "JOINT TYPE AND SHALL BE INSTALLED WITH MEG-A-LUGS\nLENGTH SHOWN ON THE TABLE MEASURED FROM THE POINT OF\nARE TOGETHER, USE FITTINGS WHICH YIELD THE GREATEST\nINCREASE THE GIVEN VALUE BY A FACTOR OF 1.5.\nA 90 DEGREE BEND WHERE POSSIBLE. INCREASE THE GIVEN\nTREATED AS DEAD ENDS WITH RESTRAINT ON BOTH SIDES OF THE\nTHEN DESIGN ENGINEER SHALL PROVIDE CALCULATIONS FOR" } }, { "id": "p23.16", "order": 28, "type": "text", "bbox": { "l": 197.4, "t": 1021.5, "r": 423, "b": 984.3 }, "text": "JACKSON TOWNSHIP WATER\nMAIN VALVE" }, { "id": "p23.17", "order": 29, "type": "heading", "bbox": { "l": 747.9, "t": 1021.8, "r": 952.8, "b": 984 }, "text": "JACKSON TOWNSHIP FIRE HYDRANT DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.18", "order": 30, "type": "heading", "bbox": { "l": 1275.3, "t": 1021.2, "r": 1510.8, "b": 984.6 }, "text": "JACKSON TOWNSHIP WET TAP CONNECTION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.19", "order": 31, "type": "figure", "bbox": { "l": 81.3, "t": 843.6, "r": 541.5, "b": 627.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p23.20", "order": 32, "type": "list", "bbox": { "l": 53.4, "t": 586.5, "r": 558.3, "b": 413.7 }, "text": "", "attrs": { "item_count": 6 }, "children": [ { "id": "p23.20.1", "order": 33, "type": "list_item", "bbox": { "l": 53.4, "t": 586.5, "r": 558.3, "b": 557.7 }, "text": "WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p23.20.2", "order": 34, "type": "list_item", "bbox": { "l": 53.4, "t": 557.7, "r": 558.3, "b": 528.9 }, "text": "WATER MAIN SHALL BE DUCTILE IRON CEMENT LINED PIPE, ALL JOINTS SHALL BE MECHANICAL JOINT OR PUSH-ON AND ALL FITTINGS BE MECHANICALLY JOINT CAST IRON.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p23.20.3", "order": 35, "type": "list_item", "bbox": { "l": 53.4, "t": 528.9, "r": 558.3, "b": 500.1 }, "text": "OFFSETS MAY BE SUBSTITUTED FOR A \"T\" OF UP TO 24' IF APPROVED BY THE ENGINEER.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p23.20.4", "order": 36, "type": "list_item", "bbox": { "l": 53.4, "t": 500.1, "r": 558.3, "b": 471.3 }, "text": "CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE.", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p23.20.5", "order": 37, "type": "list_item", "bbox": { "l": 53.4, "t": 471.3, "r": 558.3, "b": 442.5 }, "text": "MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE 18\" MIN. CLEARANCE BETWEEN WATER MAIN AND OTHER OBSTRUCTIONS SHALL BE 6\".", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p23.20.6", "order": 38, "type": "list_item", "bbox": { "l": 53.4, "t": 442.5, "r": 558.3, "b": 413.7 }, "text": "TIE RODS SHALL BE UTILIZED TO RESTRAIN PIPE JOINTS. DETAILS OF THE TIE ROD ASSEMBLY SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TIE RODS SHALL BE SUFFICIENT TO RESTRAIN THE THRUST DEVELOPED AT 100 PSI WORKING PRESSURE. MEGALUG RESTRAINT ALSO ACCEPTABLE IN PLACE OF TIE RODS.", "marker": "6.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p23.21", "order": 39, "type": "text", "bbox": { "l": 63.3, "t": 375.3, "r": 208.8, "b": 323.1 }, "text": "MECHANICAL JOINTS\nANGLE D = R = L =\n45° T x 1.414 T x 1.000 D-2A\n22.5° T x 2.613 T x 2.414 D-2A\n11.25° T x 5.126 T x 5.027 D-2A" }, { "id": "p23.22", "order": 40, "type": "figure", "bbox": { "l": 596.4, "t": 913.8, "r": 1110.6, "b": 416.7 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p23.23", "order": 41, "type": "text", "bbox": { "l": 619.2, "t": 404.4, "r": 865.2, "b": 341.7 }, "text": "NOTES\n1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING ADEQUATE BALLASTS TO OFFSET FLOTATION FORCES ACTING ON MANHOLES 2. ALL REINFORCEMENT IS SUBJECT TO ENGINEERS APPROVAL BEFORE CONSTRUCTION" }, { "id": "p23.24", "order": 42, "type": "figure", "bbox": { "l": 1136.4, "t": 873.6, "r": 1404.3, "b": 647.4 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p23.24.1", "order": 43, "type": "heading", "bbox": { "l": 1135.2, "t": 870.3, "r": 1209.6, "b": 859.8 }, "text": "NON-SKID LUGS", "attrs": { "block_label": "paragraph_title" }, "level": 3 } ] }, { "id": "p23.25", "order": 44, "type": "figure", "bbox": { "l": 1428.6, "t": 847.5, "r": 1615.8, "b": 655.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p23.26", "order": 45, "type": "heading", "bbox": { "l": 1438.2, "t": 620.4, "r": 1590, "b": 594.9 }, "text": "\"FLOW-SEAL\" MANHOLE COVER (NOT BOLTED)", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.27", "order": 46, "type": "figure", "bbox": { "l": 1157.1, "t": 528.9, "r": 1425, "b": 411.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p23.28", "order": 47, "type": "text", "bbox": { "l": 197.1, "t": 301.8, "r": 424.2, "b": 262.5 }, "text": "JACKSON TOWNSHIP UTILITY CROSSING DETAIL" }, { "id": "p23.29", "order": 48, "type": "heading", "bbox": { "l": 726.9, "t": 301.8, "r": 977.7, "b": 263.4 }, "text": "JACKSON TOWNSHIP STANDARD\nMANHOLE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.30", "order": 49, "type": "heading", "bbox": { "l": 1223.4, "t": 302.1, "r": 1555.5, "b": 261.6 }, "text": "JACKSON TOWNSHIP STANDARD MANHOLE FRAME AND LID", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.31", "order": 50, "type": "text", "bbox": { "l": 1757.1, "t": 1037.1, "r": 2175.6, "b": 1014.78 }, "text": "GENERAL NOTES:", "attrs": { "bbox_estimated": true } }, { "id": "p23.32", "order": 51, "type": "list", "bbox": { "l": 1757.1, "t": 1014.78, "r": 2175.6, "b": 925.5 }, "text": "", "attrs": { "item_count": 4 }, "children": [ { "id": "p23.32.1", "order": 52, "type": "list_item", "bbox": { "l": 1757.1, "t": 1014.78, "r": 2175.6, "b": 992.46 }, "text": "UNSUITABLE MATERIAL ENCOUNTERED BENEATH THE TRENCH TO BE REMOVED TO A DEPTH DETERMINED BY THE ENGINEER. REFER TO THE TECHNICAL SPECIFICATIONS FOR DETAILED PIPE BEDDING REQUIREMENTS.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p23.32.2", "order": 53, "type": "list_item", "bbox": { "l": 1757.1, "t": 992.46, "r": 2175.6, "b": 970.14 }, "text": "SUITABLE BACKFILL TO BE THOROUGHLY COMPACTED IN 6\" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED).", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p23.32.3", "order": 54, "type": "list_item", "bbox": { "l": 1757.1, "t": 970.14, "r": 2175.6, "b": 947.82 }, "text": "AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p23.32.4", "order": 55, "type": "list_item", "bbox": { "l": 1757.1, "t": 947.82, "r": 2175.6, "b": 925.5 }, "text": "THE CONTRACTOR MUST DEWATER PRIOR TO PLACING THE PIPE IF WET TRENCH CONDITIONS ARE FOUND. THE PIPE MUST REMAIN IN DRY CONDITIONS UNTIL BACKFILLED.", "marker": "4.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p23.33", "order": 56, "type": "heading", "bbox": { "l": 1837.5, "t": 921.6, "r": 2024.4, "b": 888 }, "text": "JACKSON TOWNSHIP TRENCH\nRESTORATION DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.34", "order": 57, "type": "text", "bbox": { "l": 1682.4, "t": 764.1, "r": 2180.4, "b": 744.6 }, "text": "MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)" }, { "id": "p23.35", "order": 58, "type": "table", "bbox": { "l": 1665.9, "t": 726.6, "r": 2194.8, "b": 462.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 10, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p23.35.1", "order": 59, "type": "table_cell", "bbox": { "l": 1665.9, "t": 726.6, "r": 1718.79, "b": 651.1714 }, "text": "TYPE", "attrs": { "row": 0, "col": 0, "rowspan": 2, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p23.35.2", "order": 60, "type": "table_cell", "bbox": { "l": 1718.79, "t": 726.6, "r": 2194.8, "b": 688.8857 }, "text": "PIPE SIZE", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 9, "column_header": true, "header_source": "heuristic" } }, { "id": "p23.35.3", "order": 61, "type": "table_cell", "bbox": { "l": 1718.79, "t": 688.8857, "r": 1771.68, "b": 651.1714 }, "text": "4\"", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.4", "order": 62, "type": "table_cell", "bbox": { "l": 1771.68, "t": 688.8857, "r": 1824.57, "b": 651.1714 }, "text": "6\"", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.5", "order": 63, "type": "table_cell", "bbox": { "l": 1824.57, "t": 688.8857, "r": 1877.46, "b": 651.1714 }, "text": "8\"", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.6", "order": 64, "type": "table_cell", "bbox": { "l": 1877.46, "t": 688.8857, "r": 1930.35, "b": 651.1714 }, "text": "10\"", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.7", "order": 65, "type": "table_cell", "bbox": { "l": 1930.35, "t": 688.8857, "r": 1983.24, "b": 651.1714 }, "text": "12\"", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.8", "order": 66, "type": "table_cell", "bbox": { "l": 1983.24, "t": 688.8857, "r": 2036.13, "b": 651.1714 }, "text": "14\"", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.9", "order": 67, "type": "table_cell", "bbox": { "l": 2036.13, "t": 688.8857, "r": 2089.02, "b": 651.1714 }, "text": "16\"", "attrs": { "row": 1, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.10", "order": 68, "type": "table_cell", "bbox": { "l": 2089.02, "t": 688.8857, "r": 2141.91, "b": 651.1714 }, "text": "18\"", "attrs": { "row": 1, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.11", "order": 69, "type": "table_cell", "bbox": { "l": 2141.91, "t": 688.8857, "r": 2194.8, "b": 651.1714 }, "text": "20\"", "attrs": { "row": 1, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.12", "order": 70, "type": "table_cell", "bbox": { "l": 1665.9, "t": 651.1714, "r": 1718.79, "b": 613.4571 }, "text": "TEES, VALVES AND DEAD ENDS", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.13", "order": 71, "type": "table_cell", "bbox": { "l": 1718.79, "t": 651.1714, "r": 1771.68, "b": 613.4571 }, "text": "34", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.14", "order": 72, "type": "table_cell", "bbox": { "l": 1771.68, "t": 651.1714, "r": 1824.57, "b": 613.4571 }, "text": "49", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.15", "order": 73, "type": "table_cell", "bbox": { "l": 1824.57, "t": 651.1714, "r": 1877.46, "b": 613.4571 }, "text": "54", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.16", "order": 74, "type": "table_cell", "bbox": { "l": 1877.46, "t": 651.1714, "r": 1930.35, "b": 613.4571 }, "text": "78", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.17", "order": 75, "type": "table_cell", "bbox": { "l": 1930.35, "t": 651.1714, "r": 1983.24, "b": 613.4571 }, "text": "92", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.18", "order": 76, "type": "table_cell", "bbox": { "l": 1983.24, "t": 651.1714, "r": 2036.13, "b": 613.4571 }, "text": "106", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.19", "order": 77, "type": "table_cell", "bbox": { "l": 2036.13, "t": 651.1714, "r": 2089.02, "b": 613.4571 }, "text": "120", "attrs": { "row": 2, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.20", "order": 78, "type": "table_cell", "bbox": { "l": 2089.02, "t": 651.1714, "r": 2141.91, "b": 613.4571 }, "text": "134", "attrs": { "row": 2, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.21", "order": 79, "type": "table_cell", "bbox": { "l": 2141.91, "t": 651.1714, "r": 2194.8, "b": 613.4571 }, "text": "148", "attrs": { "row": 2, "col": 9, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.22", "order": 80, "type": "table_cell", "bbox": { "l": 1665.9, "t": 613.4571, "r": 1718.79, "b": 575.7429 }, "text": "90° BEND", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.23", "order": 81, "type": "table_cell", "bbox": { "l": 1718.79, "t": 613.4571, "r": 1771.68, "b": 575.7429 }, "text": "27", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.24", "order": 82, "type": "table_cell", "bbox": { "l": 1771.68, "t": 613.4571, "r": 1824.57, "b": 575.7429 }, "text": "37", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.25", "order": 83, "type": "table_cell", "bbox": { "l": 1824.57, "t": 613.4571, "r": 1877.46, "b": 575.7429 }, "text": "49", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.26", "order": 84, "type": "table_cell", "bbox": { "l": 1877.46, "t": 613.4571, "r": 1930.35, "b": 575.7429 }, "text": "59", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.27", "order": 85, "type": "table_cell", "bbox": { "l": 1930.35, "t": 613.4571, "r": 1983.24, "b": 575.7429 }, "text": "69", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.28", "order": 86, "type": "table_cell", "bbox": { "l": 1983.24, "t": 613.4571, "r": 2036.13, "b": 575.7429 }, "text": "79", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.29", "order": 87, "type": "table_cell", "bbox": { "l": 2036.13, "t": 613.4571, "r": 2089.02, "b": 575.7429 }, "text": "89", "attrs": { "row": 3, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.30", "order": 88, "type": "table_cell", "bbox": { "l": 2089.02, "t": 613.4571, "r": 2141.91, "b": 575.7429 }, "text": "97", "attrs": { "row": 3, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.31", "order": 89, "type": "table_cell", "bbox": { "l": 2141.91, "t": 613.4571, "r": 2194.8, "b": 575.7429 }, "text": "107", "attrs": { "row": 3, "col": 9, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.32", "order": 90, "type": "table_cell", "bbox": { "l": 1665.9, "t": 575.7429, "r": 1718.79, "b": 538.0286 }, "text": "45° BEND", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.33", "order": 91, "type": "table_cell", "bbox": { "l": 1718.79, "t": 575.7429, "r": 1771.68, "b": 538.0286 }, "text": "12", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.34", "order": 92, "type": "table_cell", "bbox": { "l": 1771.68, "t": 575.7429, "r": 1824.57, "b": 538.0286 }, "text": "16", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.35", "order": 93, "type": "table_cell", "bbox": { "l": 1824.57, "t": 575.7429, "r": 1877.46, "b": 538.0286 }, "text": "21", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.36", "order": 94, "type": "table_cell", "bbox": { "l": 1877.46, "t": 575.7429, "r": 1930.35, "b": 538.0286 }, "text": "25", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.37", "order": 95, "type": "table_cell", "bbox": { "l": 1930.35, "t": 575.7429, "r": 1983.24, "b": 538.0286 }, "text": "29", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.38", "order": 96, "type": "table_cell", "bbox": { "l": 1983.24, "t": 575.7429, "r": 2036.13, "b": 538.0286 }, "text": "33", "attrs": { "row": 4, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.39", "order": 97, "type": "table_cell", "bbox": { "l": 2036.13, "t": 575.7429, "r": 2089.02, "b": 538.0286 }, "text": "37", "attrs": { "row": 4, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.40", "order": 98, "type": "table_cell", "bbox": { "l": 2089.02, "t": 575.7429, "r": 2141.91, "b": 538.0286 }, "text": "41", "attrs": { "row": 4, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.41", "order": 99, "type": "table_cell", "bbox": { "l": 2141.91, "t": 575.7429, "r": 2194.8, "b": 538.0286 }, "text": "45", "attrs": { "row": 4, "col": 9, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.42", "order": 100, "type": "table_cell", "bbox": { "l": 1665.9, "t": 538.0286, "r": 1718.79, "b": 500.3143 }, "text": "22-1/2° BEND", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.43", "order": 101, "type": "table_cell", "bbox": { "l": 1718.79, "t": 538.0286, "r": 1771.68, "b": 500.3143 }, "text": "6", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.44", "order": 102, "type": "table_cell", "bbox": { "l": 1771.68, "t": 538.0286, "r": 1824.57, "b": 500.3143 }, "text": "8", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.45", "order": 103, "type": "table_cell", "bbox": { "l": 1824.57, "t": 538.0286, "r": 1877.46, "b": 500.3143 }, "text": "10", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.46", "order": 104, "type": "table_cell", "bbox": { "l": 1877.46, "t": 538.0286, "r": 1930.35, "b": 500.3143 }, "text": "12", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.47", "order": 105, "type": "table_cell", "bbox": { "l": 1930.35, "t": 538.0286, "r": 1983.24, "b": 500.3143 }, "text": "14", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.48", "order": 106, "type": "table_cell", "bbox": { "l": 1983.24, "t": 538.0286, "r": 2036.13, "b": 500.3143 }, "text": "16", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.49", "order": 107, "type": "table_cell", "bbox": { "l": 2036.13, "t": 538.0286, "r": 2089.02, "b": 500.3143 }, "text": "18", "attrs": { "row": 5, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.50", "order": 108, "type": "table_cell", "bbox": { "l": 2089.02, "t": 538.0286, "r": 2141.91, "b": 500.3143 }, "text": "20", "attrs": { "row": 5, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.51", "order": 109, "type": "table_cell", "bbox": { "l": 2141.91, "t": 538.0286, "r": 2194.8, "b": 500.3143 }, "text": "22", "attrs": { "row": 5, "col": 9, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.52", "order": 110, "type": "table_cell", "bbox": { "l": 1665.9, "t": 500.3143, "r": 1718.79, "b": 462.6 }, "text": "11-1/4° BEND", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.53", "order": 111, "type": "table_cell", "bbox": { "l": 1718.79, "t": 500.3143, "r": 1771.68, "b": 462.6 }, "text": "3", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.54", "order": 112, "type": "table_cell", "bbox": { "l": 1771.68, "t": 500.3143, "r": 1824.57, "b": 462.6 }, "text": "4", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.55", "order": 113, "type": "table_cell", "bbox": { "l": 1824.57, "t": 500.3143, "r": 1877.46, "b": 462.6 }, "text": "5", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.56", "order": 114, "type": "table_cell", "bbox": { "l": 1877.46, "t": 500.3143, "r": 1930.35, "b": 462.6 }, "text": "6", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.57", "order": 115, "type": "table_cell", "bbox": { "l": 1930.35, "t": 500.3143, "r": 1983.24, "b": 462.6 }, "text": "7", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.58", "order": 116, "type": "table_cell", "bbox": { "l": 1983.24, "t": 500.3143, "r": 2036.13, "b": 462.6 }, "text": "8", "attrs": { "row": 6, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.59", "order": 117, "type": "table_cell", "bbox": { "l": 2036.13, "t": 500.3143, "r": 2089.02, "b": 462.6 }, "text": "9", "attrs": { "row": 6, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.60", "order": 118, "type": "table_cell", "bbox": { "l": 2089.02, "t": 500.3143, "r": 2141.91, "b": 462.6 }, "text": "10", "attrs": { "row": 6, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p23.35.61", "order": 119, "type": "table_cell", "bbox": { "l": 2141.91, "t": 500.3143, "r": 2194.8, "b": 462.6 }, "text": "11", "attrs": { "row": 6, "col": 9, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p23.36", "order": 120, "type": "heading", "bbox": { "l": 1664.7, "t": 414.3, "r": 1715.7, "b": 401.1 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p23.37", "order": 121, "type": "list", "bbox": { "l": 1663.8, "t": 406.5, "r": 2180.4, "b": 241.2 }, "text": "", "attrs": { "item_count": 7 }, "children": [ { "id": "p23.37.1", "order": 122, "type": "list_item", "bbox": { "l": 1663.8, "t": 406.5, "r": 2180.4, "b": 382.89 }, "text": "ALL FITTINGS SHALL BE MECHANICAL JOINT TYPE AND SHALL BE INSTALLED WITH MEG-A-LUGS (OR EQUAL).", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p23.37.2", "order": 123, "type": "list_item", "bbox": { "l": 1663.8, "t": 382.89, "r": 2180.4, "b": 359.27 }, "text": "RESTRAIN ALL PIPE WITHIN THE LENGTH SHOWN ON THE TABLE MEASURED FROM THE POINT OF CONNECTION.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p23.37.3", "order": 124, "type": "list_item", "bbox": { "l": 1663.8, "t": 359.27, "r": 2180.4, "b": 335.66 }, "text": "WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTINGS WHICH YIELD THE GREATEST LENGTH OF RESTRAINED PIPE.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p23.37.4", "order": 125, "type": "list_item", "bbox": { "l": 1663.8, "t": 335.66, "r": 2180.4, "b": 312.04 }, "text": "FOR PIPE ENCASED IN POLYETHELENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5.", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p23.37.5", "order": 126, "type": "list_item", "bbox": { "l": 1663.8, "t": 312.04, "r": 2180.4, "b": 288.43 }, "text": "USE TWO 45 DEGREE BENDS FOR A 90 DEGREE BEND WHERE POSSIBLE. INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5.", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p23.37.6", "order": 127, "type": "list_item", "bbox": { "l": 1663.8, "t": 288.43, "r": 2180.4, "b": 264.81 }, "text": "ISOLATION VALVES SHALL BE TREATED AS DEAD ENDS WITH RESTRAINT ON BOTH SIDES OF THE VALVE.", "marker": "6.", "attrs": { "bbox_estimated": true } }, { "id": "p23.37.7", "order": 128, "type": "list_item", "bbox": { "l": 1663.8, "t": 264.81, "r": 2180.4, "b": 241.2 }, "text": "IF LARGER PIPES ARE PROPOSED, THEN DESIGN ENGINEER SHALL PROVIDE CALCULATIONS FOR PROPER RESTRAINT LENGTH.", "marker": "7.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p23.38", "order": 129, "type": "text", "bbox": { "l": 1776.3, "t": 228, "r": 2082.9, "b": 211.2 }, "text": "JACKSON TOWNSHIP JOINT RESTRAINT" }, { "id": "p23.39", "order": 130, "type": "text", "bbox": { "l": 1883.1, "t": 209.7, "r": 1977.3, "b": 193.8 }, "text": "SCHEDULE" }, { "id": "p23.40", "order": 131, "type": 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