{ "document_id": 12533, "page": 16, "width_pt": 2592, "height_pt": 1728, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 12644, "item_count": 190, "counts_by_type": { "caption": 13, "figure": 15, "footer": 4, "footnote": 35, "header": 4, "heading": 12, "list": 4, "list_item": 18, "table": 2, "table_cell": 74, "text": 9 }, "build_ms": 31, "items": [ { "id": "p16.1", "order": 1, "type": "header", "bbox": { "l": 2313.9, "t": 1654.8, "r": 2442.3, "b": 1560.6 }, "text": "CURB BOX MUST BE LOCATED IN PLANTER AREA BETWEEN SIDEWALK AND CURB. CURB BOX IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK.\nNOTE: SHOULD NO CURBING EXIST, THE AUTHORITY WILL DETERMINE WHETHER OR NOT A 2'x2'x6\" CONCRETE COLLAR BE CONSTRUCTED.", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p16.2", "order": 2, "type": "header", "bbox": { "l": 1045.8, "t": 1646.4, "r": 1134.3, "b": 1634.4 }, "text": "OBSTRUCTION", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p16.3", "order": 3, "type": "header", "bbox": { "l": 2128.5, "t": 1622.4, "r": 2276.7, "b": 1579.8 }, "text": "BINGHAM & TAYLOR 5-1/4\" NO. 4908 VALVE BOX TOP SECTION AND COVER SIZE NO. 54-S OR EQUAL LID MARKED \"WATER\" SET ON 6\" OF 3/4\" STONE", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p16.4", "order": 4, "type": "header", "bbox": { "l": 1729.5, "t": 1583.1, "r": 1820.7, "b": 1564.8 }, "text": "6\" HOT MIX ASPHALT 19M64 BASE COURSE", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p16.5", "order": 5, "type": "text", "bbox": { "l": 190.2, "t": 1593.6, "r": 668.4, "b": 1572 }, "text": "MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)" }, { "id": "p16.6", "order": 6, "type": "table", "bbox": { "l": 172.2, "t": 1566.9, "r": 685.8, "b": 1302.9 }, "text": "", "attrs": { "block_label": "table", "n_rows": 7, "n_cols": 10, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p16.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 172.2, "t": 1566.9, "r": 223.56, "b": 1491.4714 }, "text": "TYPE", "attrs": { "row": 0, "col": 0, "rowspan": 2, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 223.56, "t": 1566.9, "r": 685.8, "b": 1529.1857 }, "text": "PIPE SIZE", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 9, "column_header": true, "header_source": "heuristic" } }, { "id": "p16.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 223.56, "t": 1529.1857, "r": 274.92, "b": 1491.4714 }, "text": "4\"", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 274.92, "t": 1529.1857, "r": 326.28, "b": 1491.4714 }, "text": "6\"", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 326.28, "t": 1529.1857, "r": 377.64, "b": 1491.4714 }, "text": "8\"", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 377.64, "t": 1529.1857, "r": 429, "b": 1491.4714 }, "text": "10\"", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 429, "t": 1529.1857, "r": 480.36, "b": 1491.4714 }, "text": "12\"", "attrs": { "row": 1, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 480.36, "t": 1529.1857, "r": 531.72, "b": 1491.4714 }, "text": "14\"", "attrs": { "row": 1, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 531.72, "t": 1529.1857, "r": 583.08, "b": 1491.4714 }, "text": "16\"", "attrs": { "row": 1, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 583.08, "t": 1529.1857, "r": 634.44, "b": 1491.4714 }, "text": "18\"", "attrs": { "row": 1, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 634.44, "t": 1529.1857, "r": 685.8, "b": 1491.4714 }, "text": "20\"", "attrs": { "row": 1, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 172.2, "t": 1491.4714, "r": 223.56, "b": 1453.7571 }, "text": "TEES, VALVES AND DEAD ENDS", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 223.56, "t": 1491.4714, "r": 274.92, "b": 1453.7571 }, "text": "34", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.14", "order": 20, "type": "table_cell", "bbox": { "l": 274.92, "t": 1491.4714, "r": 326.28, "b": 1453.7571 }, "text": "49", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.15", "order": 21, "type": "table_cell", "bbox": { "l": 326.28, "t": 1491.4714, "r": 377.64, "b": 1453.7571 }, "text": "54", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.16", "order": 22, "type": "table_cell", "bbox": { "l": 377.64, "t": 1491.4714, "r": 429, "b": 1453.7571 }, "text": "78", "attrs": { "row": 2, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.17", "order": 23, "type": "table_cell", "bbox": { "l": 429, "t": 1491.4714, "r": 480.36, "b": 1453.7571 }, "text": "92", "attrs": { "row": 2, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.18", "order": 24, "type": "table_cell", "bbox": { "l": 480.36, "t": 1491.4714, "r": 531.72, "b": 1453.7571 }, "text": "106", "attrs": { "row": 2, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.19", "order": 25, "type": "table_cell", "bbox": { "l": 531.72, "t": 1491.4714, "r": 583.08, "b": 1453.7571 }, "text": "120", "attrs": { "row": 2, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.20", "order": 26, "type": "table_cell", "bbox": { "l": 583.08, "t": 1491.4714, "r": 634.44, "b": 1453.7571 }, "text": "134", "attrs": { "row": 2, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.21", "order": 27, "type": "table_cell", "bbox": { "l": 634.44, "t": 1491.4714, "r": 685.8, "b": 1453.7571 }, "text": "148", "attrs": { "row": 2, "col": 9, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.22", "order": 28, "type": "table_cell", "bbox": { "l": 172.2, "t": 1453.7571, "r": 223.56, "b": 1416.0429 }, "text": "90° BEND", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.23", "order": 29, "type": "table_cell", "bbox": { "l": 223.56, "t": 1453.7571, "r": 274.92, "b": 1416.0429 }, "text": "27", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.24", "order": 30, "type": "table_cell", "bbox": { "l": 274.92, "t": 1453.7571, "r": 326.28, "b": 1416.0429 }, "text": "37", "attrs": { "row": 3, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.25", "order": 31, "type": "table_cell", "bbox": { "l": 326.28, "t": 1453.7571, "r": 377.64, "b": 1416.0429 }, "text": "49", "attrs": { "row": 3, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.26", "order": 32, "type": "table_cell", "bbox": { "l": 377.64, "t": 1453.7571, "r": 429, "b": 1416.0429 }, "text": "59", "attrs": { "row": 3, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.27", "order": 33, "type": "table_cell", "bbox": { "l": 429, "t": 1453.7571, "r": 480.36, "b": 1416.0429 }, "text": "69", "attrs": { "row": 3, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.28", "order": 34, "type": "table_cell", "bbox": { "l": 480.36, "t": 1453.7571, "r": 531.72, "b": 1416.0429 }, "text": "79", "attrs": { "row": 3, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.29", "order": 35, "type": "table_cell", "bbox": { "l": 531.72, "t": 1453.7571, "r": 583.08, "b": 1416.0429 }, "text": "89", "attrs": { "row": 3, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.30", "order": 36, "type": "table_cell", "bbox": { "l": 583.08, "t": 1453.7571, "r": 634.44, "b": 1416.0429 }, "text": "97", "attrs": { "row": 3, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.31", "order": 37, "type": "table_cell", "bbox": { "l": 634.44, "t": 1453.7571, "r": 685.8, "b": 1416.0429 }, "text": "107", "attrs": { "row": 3, "col": 9, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.32", "order": 38, "type": "table_cell", "bbox": { "l": 172.2, "t": 1416.0429, "r": 223.56, "b": 1378.3286 }, "text": "45° BEND", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.33", "order": 39, "type": "table_cell", "bbox": { "l": 223.56, "t": 1416.0429, "r": 274.92, "b": 1378.3286 }, "text": "12", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.34", "order": 40, "type": "table_cell", "bbox": { "l": 274.92, "t": 1416.0429, "r": 326.28, "b": 1378.3286 }, "text": "16", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.35", "order": 41, "type": "table_cell", "bbox": { "l": 326.28, "t": 1416.0429, "r": 377.64, "b": 1378.3286 }, "text": "21", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.36", "order": 42, "type": "table_cell", "bbox": { "l": 377.64, "t": 1416.0429, "r": 429, "b": 1378.3286 }, "text": "25", "attrs": { "row": 4, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.37", "order": 43, "type": "table_cell", "bbox": { "l": 429, "t": 1416.0429, "r": 480.36, "b": 1378.3286 }, "text": "29", "attrs": { "row": 4, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.38", "order": 44, "type": "table_cell", "bbox": { "l": 480.36, "t": 1416.0429, "r": 531.72, "b": 1378.3286 }, "text": "33", "attrs": { "row": 4, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.39", "order": 45, "type": "table_cell", "bbox": { "l": 531.72, "t": 1416.0429, "r": 583.08, "b": 1378.3286 }, "text": "37", "attrs": { "row": 4, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.40", "order": 46, "type": "table_cell", "bbox": { "l": 583.08, "t": 1416.0429, "r": 634.44, "b": 1378.3286 }, "text": "41", "attrs": { "row": 4, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.41", "order": 47, "type": "table_cell", "bbox": { "l": 634.44, "t": 1416.0429, "r": 685.8, "b": 1378.3286 }, "text": "45", "attrs": { "row": 4, "col": 9, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.42", "order": 48, "type": "table_cell", "bbox": { "l": 172.2, "t": 1378.3286, "r": 223.56, "b": 1340.6143 }, "text": "22-1/2° BEND", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.43", "order": 49, "type": "table_cell", "bbox": { "l": 223.56, "t": 1378.3286, "r": 274.92, "b": 1340.6143 }, "text": "6", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.44", "order": 50, "type": "table_cell", "bbox": { "l": 274.92, "t": 1378.3286, "r": 326.28, "b": 1340.6143 }, "text": "8", "attrs": { "row": 5, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.45", "order": 51, "type": "table_cell", "bbox": { "l": 326.28, "t": 1378.3286, "r": 377.64, "b": 1340.6143 }, "text": "10", "attrs": { "row": 5, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.46", "order": 52, "type": "table_cell", "bbox": { "l": 377.64, "t": 1378.3286, "r": 429, "b": 1340.6143 }, "text": "12", "attrs": { "row": 5, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.47", "order": 53, "type": "table_cell", "bbox": { "l": 429, "t": 1378.3286, "r": 480.36, "b": 1340.6143 }, "text": "14", "attrs": { "row": 5, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.48", "order": 54, "type": "table_cell", "bbox": { "l": 480.36, "t": 1378.3286, "r": 531.72, "b": 1340.6143 }, "text": "16", "attrs": { "row": 5, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.49", "order": 55, "type": "table_cell", "bbox": { "l": 531.72, "t": 1378.3286, "r": 583.08, "b": 1340.6143 }, "text": "18", "attrs": { "row": 5, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.50", "order": 56, "type": "table_cell", "bbox": { "l": 583.08, "t": 1378.3286, "r": 634.44, "b": 1340.6143 }, "text": "20", "attrs": { "row": 5, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.51", "order": 57, "type": "table_cell", "bbox": { "l": 634.44, "t": 1378.3286, "r": 685.8, "b": 1340.6143 }, "text": "22", "attrs": { "row": 5, "col": 9, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.52", "order": 58, "type": "table_cell", "bbox": { "l": 172.2, "t": 1340.6143, "r": 223.56, "b": 1302.9 }, "text": "11-1/4° BEND", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.53", "order": 59, "type": "table_cell", "bbox": { "l": 223.56, "t": 1340.6143, "r": 274.92, "b": 1302.9 }, "text": "3", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.54", "order": 60, "type": "table_cell", "bbox": { "l": 274.92, "t": 1340.6143, "r": 326.28, "b": 1302.9 }, "text": "4", "attrs": { "row": 6, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.55", "order": 61, "type": "table_cell", "bbox": { "l": 326.28, "t": 1340.6143, "r": 377.64, "b": 1302.9 }, "text": "5", "attrs": { "row": 6, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.56", "order": 62, "type": "table_cell", "bbox": { "l": 377.64, "t": 1340.6143, "r": 429, "b": 1302.9 }, "text": "6", "attrs": { "row": 6, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.57", "order": 63, "type": "table_cell", "bbox": { "l": 429, "t": 1340.6143, "r": 480.36, "b": 1302.9 }, "text": "7", "attrs": { "row": 6, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.58", "order": 64, "type": "table_cell", "bbox": { "l": 480.36, "t": 1340.6143, "r": 531.72, "b": 1302.9 }, "text": "8", "attrs": { "row": 6, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.59", "order": 65, "type": "table_cell", "bbox": { "l": 531.72, "t": 1340.6143, "r": 583.08, "b": 1302.9 }, "text": "9", "attrs": { "row": 6, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.60", "order": 66, "type": "table_cell", "bbox": { "l": 583.08, "t": 1340.6143, "r": 634.44, "b": 1302.9 }, "text": "10", "attrs": { "row": 6, "col": 8, "rowspan": 1, "colspan": 1 } }, { "id": "p16.6.61", "order": 67, "type": "table_cell", "bbox": { "l": 634.44, "t": 1340.6143, "r": 685.8, "b": 1302.9 }, "text": "11", "attrs": { "row": 6, "col": 9, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p16.7", "order": 68, "type": "heading", "bbox": { "l": 171.6, "t": 1275.6, "r": 224.4, "b": 1260 }, "text": "NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.8", "order": 69, "type": "text", "bbox": { "l": 175.5, "t": 1260.6, "r": 684.6, "b": 1232.7 }, "text": "1. ALL FITTINGS SHALL BE MECHANICAL JOINT TYPE AND SHALL BE INSTALLED WITH MEG-A-LUGS (OR EQUAL)." }, { "id": "p16.9", "order": 70, "type": "text", "bbox": { "l": 195.40065, "t": 1245.176487, "r": 1645.349588, "b": 1231.95981 }, "text": "MEG-A-LUGS (OR EQUAL)." }, { "id": "p16.10", "order": 71, "type": "list", "bbox": { "l": 178.780324, "t": 1230.896318, "r": 2265.515949, "b": 1074.8779530000002 }, "text": "", "attrs": { "item_count": 6 }, "children": [ { "id": "p16.10.1", "order": 72, "type": "list_item", "bbox": { "l": 178.960336, "t": 1230.896318, "r": 1825.073226, "b": 1217.280292 }, "text": "RESTRAIN ALL PIPE WITHIN THE LENGTH SHOWN ON THE TABLE MEASURED FROM THE POINT OF CONNECTION.", "marker": "2." }, { "id": "p16.10.2", "order": 73, "type": "list_item", "bbox": { "l": 178.839539, "t": 1202.3359799999998, "r": 1556.818168, "b": 1189.119304 }, "text": "WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTINGS WHICH YIELD THE GREATEST LENGTH OF RESTRAINED PIPE.", "marker": "3." }, { "id": "p16.10.3", "order": 74, "type": "list_item", "bbox": { "l": 179.199563, "t": 1179.33175, "r": 2265.515949, "b": 1158.91475 }, "text": "FOR PIPE ENCASED IN POLYETHELENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5.", "marker": "4." }, { "id": "p16.10.4", "order": 75, "type": "list_item", "bbox": { "l": 178.840723, "t": 1145.215305, "r": 622.456808, "b": 1131.9986290000002 }, "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." }, { "id": "p16.10.5", "order": 76, "type": "list_item", "bbox": { "l": 178.899937, "t": 1116.654967, "r": 1774.152008, "b": 1101.167395 }, "text": "ISOLATION VALVES SHALL BE TREATED AS DEAD ENDS WITH RESTRAINT ON BOTH SIDES OF THE VALVE.", "marker": "6." }, { "id": "p16.10.6", "order": 77, "type": "list_item", "bbox": { "l": 178.780324, "t": 1088.09463, "r": 1748.964256, "b": 1074.8779530000002 }, "text": "IF LARGER PIPES ARE PROPOSED, THEN DESIGN ENGINEER SHALL PROVIDE CALCULATIONS FOR PROPER RESTRAINT LENGTH.", "marker": "7." } ] }, { "id": "p16.11", "order": 78, "type": "heading", "bbox": { "l": 289.8, "t": 1050, "r": 533.1, "b": 1027.8 }, "text": "JOINT RESTRAINT SCHEDULE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.12", "order": 79, "type": "text", "bbox": { "l": 106.5, "t": 926.4, "r": 399.9, "b": 861.9 }, "text": "4' x 3/8\" FIBERGLASS MARKER WITH RED AND WHITE REFLECTIVE BANDING & STAINLESS STEEL SPRING HY-VIZ INC. OR EQUAL\nHARRINGTON INTEGRAL HYDRANT STORZ (HIHS) OR EQUAL" }, { "id": "p16.13", "order": 80, "type": "figure", "bbox": { "l": 102.3, "t": 863.1, "r": 594, "b": 534.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "2'-0\" 3'-0\"\n2'-9\" +/- BUFFALO TYPE VALVE BOX\nBREAK-OFF BINGHAM & TAYLOR MODEL\nSECTION 18\" MIN.\n2\" MIN. NO. 4908 2 PIECE, 5 1/4\" SHAFT\n4\" MAX. LID MARKED \"WATER\"\nFIRE HYDRANT WITH 2-2 1/2\"\nHOSE CONN. 1-4 1/2\" PUMPER CONN.\nALL SURFACES OF THE MUELLER A -423 OR U.S. PIPE\nSTONE PROTECTED MUST BY BE 4'-6\" +/- \"METROPOLITAN\" WITH SAFETY HYDRANT VALVE ANCHORING TEE\nGEOTECH FILTER W/INTEGRALLY CAST GLAND.\nBREAKABLE SECTION.\nFABRIC STANDARD M.J. ON 6\" P.E. BRANCH.\n5 1/4\" VALVE OPENING.\n8 C.F. STONE FOR 6\" M.J. GATE VALVE\nDRAIN. AT LEAST STONE 6\" ABOVE TO BE MUELLER A-2360\nMAIN\nDRAIN HOLES\nMEGALUGS IN PLACE OF\nTHRUST TIE RODS (TYP.)\nBLOCK\nTHRUST BLOCK\nCONCRETE BLOCK (TYP.)" } }, { "id": "p16.14", "order": 81, "type": "heading", "bbox": { "l": 282.6, "t": 515.4, "r": 473.1, "b": 494.1 }, "text": "FIRE HYDRANT DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.15", "order": 82, "type": "caption", "bbox": { "l": 365.1, "t": 485.1, "r": 392.7, "b": 472.5 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p16.16", "order": 83, "type": "figure", "bbox": { "l": 122.1, "t": 402, "r": 607.2, "b": 174.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.17", "order": 84, "type": "caption", "bbox": { "l": 318.6, "t": 184.2, "r": 432.3, "b": 167.1 }, "text": "TYPICAL SECTION", "attrs": { "block_label": "figure_title" } }, { "id": "p16.18", "order": 85, "type": "caption", "bbox": { "l": 222, "t": 159, "r": 450.9, "b": 136.8 }, "text": "NOTES:\n1. PENETRATION OF EXISTING MANHOLE SHALL BE ACCOMPLISHED USING A CORE DRILLING.", "attrs": { "block_label": "figure_title" } }, { "id": "p16.19", "order": 86, "type": "figure", "bbox": { "l": 1940.7, "t": 1653.9, "r": 2451, "b": 1229.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "CURB BOX MUST BE LOCATED\nIN PLANTER AREA BETWEEN\nSIDEWALK AND CURB. CURB\nBOX IS NOT PERMITTED IN\nBINGHAM & TAYLOR 5-1/4\" NO.\nDRIVEWAY OR SIDEWALK.\n4908 VALVE BOX TOP SECTION\nNOTE: SHOULD NO CURBING\nAND COVER SIZE NO. 54-S OR\nEXIST, THE AUTHORITY WILL\nEQUAL LID MARKED \"WATER\" SET\nDETERMINE WHETHER OR NOT\nON 6\" OF 3/4\" STONE\nA 2'x2'x6\" CONCRETE COLLAR\nVARIES BE CONSTRUCTED.\nSAW CUT \"W\" IN CURB 3 \"\nTO LOCATE SERVICE\nSIDEWALK\n6 \"\n3/4\" STONE\n4'-0\" MIN\nMUELLER TYPE\nH-10314 CURB BOX\nWITH STATIONARY\nROD, LID & FOOT\nPIECE OR EQUAL\nMUELLER CORP.\nTYPE H 15008 GROUND KEY\nOR EQUAL CURB STOP & DRAIN,\n1\" K COPPER TUBING\nMUELLER 15201, 15209\nSERVICE LINE (MIN.) ORISEAL, FORD Z22\nOR EQUAL\nGOOSE NECK BEND\nMUELLER BRONZE SERVICE SADDLE 18\" COPPER BEYOND\nPVC, C900 DR14 = MUELLER H-13000\nA.C.P., 2\" D.I.P. MUELLER BR2B CONCRETE\nBLOCK" } }, { "id": "p16.20", "order": 87, "type": "heading", "bbox": { "l": 1566.9, "t": 1641.9, "r": 1835.4, "b": 1592.4 }, "text": "COUNTY ROAD TRENCH\nRESTORATION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.21", "order": 88, "type": "figure", "bbox": { "l": 791.1, "t": 1639.8, "r": 1214.7, "b": 1461 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "WATER MAIN\nA\nD\nL\nT\nNOTE 5\nCONCRETE THRUST 45 q\nBLOCKS\nO.D. + 12\" R" } }, { "id": "p16.22", "order": 89, "type": "figure", "bbox": { "l": 1438.5, "t": 1566.3, "r": 1878.6, "b": 1403.7 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "1' TRENCH WIDTH 1'\nNOTES:\n1. 6\" STABILIZED BASE IS TO BE BROUGHT TO EXISTING\nTHE TOP OF EXISTING PAVEMENT AT THE END 6\" D.G.A. BASE PAVEMENT\nOF EACH DAY AND LEFT IN PLACE FOR\nAPPROXIMATELY 6 MONTHS.\n2. AFTER SETTLEMENT, THE TRENCH WIDTH SUIT ABLE F ILL\nPLUS ONE FOOT ON BOTH SIDES ARE TO BE BACK 4'-0\" MIN.\nMILLED OUT 2\" DEEP AS PER APPROPRIATE\nMILLING LIMITS ABOVE AND REPAVED USING\nHOT MIX ASPHALT 12.5M64 SURFACE COURSE. SPRING TO LINE 12\"\nABOVE PIPE\n3. EXISTING TRAFFIC STRIPES TO BE SPRING INVERT LINE TO PIPE INITIAL BACKFILL\nREPLACED FOLLOWING FINAL PAVEMENT.\n4. ALL TRENCHES TO BE SAW CUT. HAUNCHING\nSUITABLE BACKFILL TRENCH WIDTH VARIES PIPE BEDDING SEE GENERAL NOTE\n(TYP.)" } }, { "id": "p16.23", "order": 90, "type": "list", "bbox": { "l": 790.301176, "t": 1426.139506, "r": 2381.202356, "b": 1312.410232 }, "text": "", "attrs": { "item_count": 6 }, "children": [ { "id": "p16.23.1", "order": 91, "type": "list_item", "bbox": { "l": 790.301176, "t": 1426.139506, "r": 2336.218326, "b": 1412.529231 }, "text": "WATER MAIN MAY BE LOOPED ABOVE OBSTRUCTION, IF 3' MINIMUM COVER IS MAINTAINED ABOVE WATER MAIN.", "marker": "1." }, { "id": "p16.23.2", "order": 92, "type": "list_item", "bbox": { "l": 790.301176, "t": 1403.476804, "r": 2214.904876, "b": 1393.0478560000001 }, "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." }, { "id": "p16.23.3", "order": 93, "type": "list_item", "bbox": { "l": 790.301176, "t": 1390.845675, "r": 2092.615221, "b": 1366.544775 }, "text": "OFFSETS MAY BE SUBSTITUTED FOR A \"T\" OF UP TO 24' IF APPROVED BY THE ENGINEER.", "marker": "3." }, { "id": "p16.23.4", "order": 94, "type": "list_item", "bbox": { "l": 790.301176, "t": 1368.600352, "r": 2381.202356, "b": 1356.249131 }, "text": "CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS OR OTHER POINTS OF PIPE DIRECTION CHANGE.", "marker": "4." }, { "id": "p16.23.5", "order": 95, "type": "list_item", "bbox": { "l": 790.301176, "t": 1345.560772, "r": 2219.764933, "b": 1333.92859 }, "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." }, { "id": "p16.23.6", "order": 96, "type": "list_item", "bbox": { "l": 790.302082, "t": 1322.521192, "r": 1227.568486, "b": 1312.410232 }, "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." } ] }, { "id": "p16.24", "order": 97, "type": "heading", "bbox": { "l": 1555.8, "t": 1391.1, "r": 1846.8, "b": 1341.6 }, "text": "TOWNSHIP ROAD TRENCH\nRESTORATION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.25", "order": 98, "type": "caption", "bbox": { "l": 1452, "t": 1327.5, "r": 1479.3, "b": 1316.4 }, "text": "NOTES:", "attrs": { "block_label": "figure_title" } }, { "id": "p16.26", "order": 99, "type": "list", "bbox": { "l": 1450.2, "t": 1316.1, "r": 1593, "b": 1232.1 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p16.26.1", "order": 100, "type": "list_item", "bbox": { "l": 1450.2, "t": 1316.1, "r": 1593, "b": 1282.5 }, "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." }, { "id": "p16.26.2", "order": 101, "type": "list_item", "bbox": { "l": 1450.2, "t": 1278, "r": 1589.7, "b": 1232.1 }, "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 BITUMINOUS CONCRETE SURFACE COURSE MIX I-5.", "marker": "2." } ] }, { "id": "p16.27", "order": 102, "type": "heading", "bbox": { "l": 801.9, "t": 1254.3, "r": 933.9, "b": 1238.1 }, "text": "MECHANICAL JOINTS", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.28", "order": 103, "type": "text", "bbox": { "l": 1450.2, "t": 1229.7, "r": 1582.5, "b": 1198.5 }, "text": "3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT IF REQUIRED." }, { "id": "p16.29", "order": 104, "type": "heading", "bbox": { "l": 927.6, "t": 1187.7, "r": 1145.7, "b": 1167.3 }, "text": "UTILITY CROSSING DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.30", "order": 105, "type": "heading", "bbox": { "l": 2013, "t": 1181.1, "r": 2271.3, "b": 1161.3 }, "text": "WATER SERVICE CONNECTION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.31", "order": 106, "type": "caption", "bbox": { "l": 2119.8, "t": 1152.6, "r": 2142, "b": 1141.2 }, "text": "N.T.", "attrs": { "block_label": "figure_title" } }, { "id": "p16.32", "order": 107, "type": "list", "bbox": { "l": 1460.322714, "t": 1144.188065, "r": 1784.629364, "b": 1057.6074330000001 }, "text": "", "attrs": { "item_count": 4 }, "children": [ { "id": "p16.32.1", "order": 108, "type": "list_item", "bbox": { "l": 1460.322714, "t": 1144.188065, "r": 1784.629364, "b": 1136.087802 }, "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." }, { "id": "p16.32.2", "order": 109, "type": "list_item", "bbox": { "l": 1460.922249, "t": 1109.267658, "r": 1774.152008, "b": 1101.167395 }, "text": "SUITABLE BACKFILL TO BE THOROUGHLY COMPACTED IN 6\" LIFTS BY MECHANICAL TAMPING (OR BY HAND TAMPING WHEN AND WHERE DIRECTED).", "marker": "2." }, { "id": "p16.32.3", "order": 110, "type": "list_item", "bbox": { "l": 1460.802487, "t": 1083.108019, "r": 1748.964256, "b": 1075.007756 }, "text": "AREAS SURROUNDING PIPE SHALL BE HAND TAMPED TO FILL ALL CAVITIES.", "marker": "3." }, { "id": "p16.32.4", "order": 111, "type": "list_item", "bbox": { "l": 1461.042737, "t": 1065.707696, "r": 1770.103329, "b": 1057.6074330000001 }, "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." } ] }, { "id": "p16.33", "order": 112, "type": "figure", "bbox": { "l": 707.1, "t": 1137, "r": 1112.7, "b": 948 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "NON-SKID LUGS PICK HOLE\nNON PENETRATING\nPICKHOLE\n 3/4\" SQUARE\nNEOPRENE\nGASKET\nFRAME\nTOP OF RIB" } }, { "id": "p16.34", "order": 113, "type": "figure", "bbox": { "l": 2196, "t": 1087.2, "r": 2484.9, "b": 816.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.35", "order": 114, "type": "heading", "bbox": { "l": 1562.1, "t": 1017.3, "r": 1764.9, "b": 996 }, "text": "TRENCH RESTORATION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.36", "order": 115, "type": "figure", "bbox": { "l": 1226.7, "t": 988.2, "r": 1486.5, "b": 771.9 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.37", "order": 116, "type": "figure", "bbox": { "l": 1710.9, "t": 973.8, "r": 2013.3, "b": 844.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.38", "order": 117, "type": "caption", "bbox": { "l": 692.7, "t": 948, "r": 803.7, "b": 931.8 }, "text": "JTMUA TO BE 1 1/2\"", "attrs": { "block_label": "figure_title" } }, { "id": "p16.39", "order": 118, "type": "figure", "bbox": { "l": 723.6, "t": 846.3, "r": 951.3, "b": 745.5 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "8\"\n5\"\n3/4\"\n23\"\n31\"\n39\"" } }, { "id": "p16.40", "order": 119, "type": "caption", "bbox": { "l": 1181.7, "t": 747.9, "r": 1233.3, "b": 728.1 }, "text": "BUILDING FOUNDATION", "attrs": { "block_label": "figure_title" } }, { "id": "p16.41", "order": 120, "type": "heading", "bbox": { "l": 772.8, "t": 716.4, "r": 861, "b": 699.9 }, "text": "SECTION VIEW", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.42", "order": 121, "type": "heading", "bbox": { "l": 801.3, "t": 684.9, "r": 1033.2, "b": 663 }, "text": "MANHOLE FRAME AND LID", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.43", "order": 122, "type": "caption", "bbox": { "l": 894.6, "t": 660, "r": 927.3, "b": 649.2 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p16.44", "order": 123, "type": "figure", "bbox": { "l": 693.9, "t": 612.9, "r": 1239.3, "b": 254.7 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p16.44.1", "order": 124, "type": "caption", "bbox": { "l": 1176.9, "t": 279, "r": 1233.9, "b": 260.1 }, "text": "N.T.S.", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p16.45", "order": 125, "type": "caption", "bbox": { "l": 1312.8, "t": 557.1, "r": 1341.9, "b": 527.7 }, "text": "A", "attrs": { "block_label": "figure_title" } }, { "id": "p16.46", "order": 126, "type": "figure", "bbox": { "l": 1314, "t": 671.1, "r": 1723.8, "b": 285.3 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p16.46.1", "order": 127, "type": "caption", "bbox": { "l": 1512.6, "t": 412.8, "r": 1583.1, "b": 396.3 }, "text": "PLAN VIEW", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p16.47", "order": 128, "type": "caption", "bbox": { "l": 1501.8, "t": 296.1, "r": 1591.8, "b": 277.2 }, "text": "SECTION A-A", "attrs": { "block_label": "figure_title" } }, { "id": "p16.48", "order": 129, "type": "caption", "bbox": { "l": 1371, "t": 276, "r": 1401.9, "b": 265.2 }, "text": "NOTE:", "attrs": { "block_label": "figure_title" } }, { "id": "p16.49", "order": 130, "type": "heading", "bbox": { "l": 1401.9, "t": 219.9, "r": 1707, "b": 198.9 }, "text": "SCOUR HOLE OUTLET PROTECTION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p16.50", "order": 131, "type": "text", "bbox": { "l": 1532.1, "t": 191.7, "r": 1559.4, "b": 179.1 }, "text": "N.T.S" }, { "id": "p16.51", "order": 132, "type": "figure", "bbox": { "l": 1950.6, "t": 692.4, "r": 2298, "b": 612.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p16.52", "order": 133, 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"type": "table_cell", "bbox": { "l": 2108.1, "t": 452.46, "r": 2556.6, "b": 413.64 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 5 } }, { "id": "p16.54.12", "order": 150, "type": "table_cell", "bbox": { "l": 2118.7642, "t": 467.786288, "r": 2548.243799, "b": 448.91536999999994 }, "text": "SOIL EROSION AND SEDIMENT CONTROL DETAILS AND CONSTRUCTION DETAILS", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 5, "bbox_refit": true } }, { "id": "p16.54.13", "order": 151, "type": "table_cell", "bbox": { "l": 2108.1, "t": 374.82, "r": 2556.6, "b": 336 }, "text": "PRELIMINARY AND FINAL MAJOR SITE PLAN LOTS 24 & 25 ~ BLOCK 4801 TAX MAP SHEET NO. 48 SITUATED IN JACKSON TOWNSHIP, OCEAN COUNTY, N.J.", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 5 } } ] }, { "id": "p16.55", "order": 152, "type": "footnote", "bbox": { "l": 396.9, "t": 1021.5, "r": 416.4, "b": 1009.2 }, "text": "N.T", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.56", "order": 153, "type": "footer", "bbox": { "l": 133.8, "t": 116.7, "r": 582.6, "b": 95.1 }, "text": "SEWER CONNECTION TO EXISTING MANHOLE DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.57", "order": 154, "type": "footer", "bbox": { "l": 334.5, "t": 84.9, "r": 351.9, "b": 72.9 }, "text": "N.T", "attrs": { "block_label": "number" } }, { "id": "p16.58", "order": 155, "type": "footnote", "bbox": { "l": 1451.1, "t": 1558.5, "r": 1477.8, "b": 1547.1 }, "text": "NOTES:", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.59", "order": 156, "type": "footnote", "bbox": { "l": 1448.7, "t": 1550.1, "r": 1592.7, "b": 1465.2 }, "text": "1. 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.\n\n2. 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 HOT MIX ASPHALT 12.5M64 SURFACE COURSE.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.60", "order": 157, "type": "footnote", "bbox": { "l": 1449.9, "t": 1459.2, "r": 1579.5, "b": 1430.4 }, "text": "3. EXISTING TRAFFIC STRIPES TO BE REPLACED FOLLOWING FINAL PAVEMENT.\n4. ALL TRENCHES TO BE SAW CUT.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.61", "order": 158, "type": "footnote", "bbox": { "l": 1578.6, "t": 1419, "r": 1887.9, "b": 1402.8 }, "text": "SUITABLE BACKFILL (TYP.) TRENCH WIDTH VARIES PIPE BEDDING SEE GENERAL NOTE #1", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.62", "order": 159, "type": "footnote", "bbox": { "l": 2217, "t": 1263.3, "r": 2278.5, "b": 1242.9 }, "text": "CONCRETE BLOCK", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.63", "order": 160, "type": "footnote", "bbox": { "l": 802.2, "t": 1235.1, "r": 941.7, "b": 1199.7 }, "text": "ANGLE D = R = L =\n45* T x 1.414 T x 1.000\n22.5* T x 2.613 T x 2.414\n11.25* T x 5.126 T x 5.027", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.64", "order": 161, "type": "footnote", "bbox": { "l": 977.4, "t": 1229.4, "r": 1002, "b": 1200 }, "text": "D-2A\nD-2A\nD-2A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.65", "order": 162, "type": "footnote", "bbox": { "l": 1915.8, "t": 1220.4, "r": 1967.4, "b": 1208.4 }, "text": "WATER MAIN", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.66", "order": 163, "type": "footnote", "bbox": { "l": 2006.1, "t": 1208.4, "r": 2274.6, "b": 1194.9 }, "text": "1\" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.67", "order": 164, "type": "footnote", "bbox": { "l": 1451.7, "t": 1202.4, "r": 1564.8, "b": 1192.2 }, "text": "4. ALL TRENCHES TO BE SAW CUT.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.68", "order": 165, "type": "footnote", "bbox": { "l": 1576.5, "t": 1186.5, "r": 1887.3, "b": 1173.9 }, "text": "SUITABLE BACKFILL TRENCH WIDTH VARIES PIPE BEDDING SEE GENERAL NOTE #1", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.69", "order": 166, "type": "footnote", "bbox": { "l": 1449.3, "t": 1163.4, "r": 1527, "b": 1151.1 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.70", "order": 167, "type": "footnote", "bbox": { "l": 1028.1, "t": 1161.9, "r": 1062, "b": 1149.6 }, "text": "N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.71", "order": 168, "type": "footnote", "bbox": { "l": 1641, "t": 984.9, "r": 1662.3, "b": 972.3 }, "text": "N.T", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.72", "order": 169, "type": "footnote", "bbox": { "l": 757.5, "t": 916.2, "r": 892.8, "b": 861.3 }, "text": "PLAN VIEW\n27 3/4\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.73", "order": 170, "type": "footnote", "bbox": { "l": 940.5, "t": 915.6, "r": 1147.2, "b": 857.1 }, "text": "ALL MANHOLE FRAMES TO BE\nCAMPBELL FOUNDRY NO. 1202 B\nOR APPROVED EQUAL UNLESS\nSPECIFICALLY NOTED OTHERWISE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.74", "order": 171, "type": "footnote", "bbox": { "l": 1749.9, "t": 839.4, "r": 1988.1, "b": 727.5 }, "text": "NOTES:\n1. 6\" THICK BOTTOM SAND LAYER SHALL CONSIST OF K5 SAND WITH NO MORE THAN 15% FINES AND SHALL HAVE A MINIMUM INFILTRATION RATE OF 20 INCHES PER HOUR.\n2. BASIN CONSTRUCTION MUST NOT COMPACT SOILS BELOW BASIN BOTTOM.\n3. THE BASIN BOTTOM IS NOT TO BE FULLY EXCAVATED TO ACCOMMODATE THE USE OF THE K-5 SAND UNTIL A MAJORITY OF THE CONTRIBUTING AREA IS PERMANENTLY STABILIZED.\nINFILTRATION BASIN", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.75", "order": 172, "type": "footnote", "bbox": { "l": 2207.4, "t": 819.3, "r": 2402.1, "b": 794.7 }, "text": "BASIN CROSS SECTION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.76", "order": 173, "type": "footnote", "bbox": { "l": 2287.8, "t": 795, "r": 2323.2, "b": 783 }, "text": "N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.77", "order": 174, "type": "footnote", "bbox": { "l": 1341.9, "t": 787.2, "r": 1462.8, "b": 774.3 }, "text": "TO PROPOSED INLET (SEE PLAN", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.78", "order": 175, "type": "footnote", "bbox": { "l": 1235.1, "t": 720.3, "r": 1429.5, "b": 691.2 }, "text": "ROOF LEADER DETAIL\nN.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.79", "order": 176, "type": "footnote", "bbox": { "l": 1303.5, "t": 698.1, "r": 1335.9, "b": 687.3 }, "text": "N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.80", "order": 177, "type": "footnote", "bbox": { "l": 978, "t": 611.4, "r": 1149.3, "b": 576.6 }, "text": "FORD RECTANGULAR PIT COVER\nW/ EXTENSION PLATE RM-1T", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.81", "order": 178, "type": "footnote", "bbox": { "l": 858.6, "t": 304.5, "r": 987, "b": 264 }, "text": "WALL SLEEVE WATERSTOP & LINK SEAL OR APPROVED\nEQUAL, SIZED TO SUIT WATER\nMAIN AT ALL PENETRATIONS", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.82", "order": 179, "type": "footnote", "bbox": { "l": 735.3, "t": 289.8, "r": 801.6, "b": 275.1 }, "text": "PLAN VIEW", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.83", "order": 180, "type": "footnote", "bbox": { "l": 722.1, "t": 246.3, "r": 876.6, "b": 154.5 }, "text": "1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH OF 4000 PSI @ 28 DAYS\n2. REINFORCING STEEL SHALL BE GRADE 60\n3. LID SHALL BE FORD RM STYLE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.84", "order": 181, "type": "footnote", "bbox": { "l": 937.5, "t": 199.5, "r": 1226.4, "b": 177.3 }, "text": "FOR 1 ½\" METERS OR LARGER", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.85", "order": 182, "type": "footnote", "bbox": { "l": 1697.4, "t": 547.2, "r": 1719, "b": 515.4 }, "text": "21' MAX\n(SEE PLAN)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.86", "order": 183, "type": "footnote", "bbox": { "l": 1374.6, "t": 264.3, "r": 1734, "b": 229.8 }, "text": "STONES FOR RIP RAP SHALL BE COMPOSED OF A WELL GRADED MIXTURE OF DURABLE ROCK SUCH THAT 50% OF THE MIXTURE BY WEIGHT SHALL BE LARGER THAN A d50 STONE DIAMETER THE MIXTURE SHALL CONTAIN A SUFFICIENT MIXTURE OF OTHER STONES TO FILL VOIDS. THE DIAMETER OF THE LARGEST STONE SIZE SHALL BE 1.5 d50.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.87", "order": 184, "type": "footer", "bbox": { "l": 892.2, "t": 123, "r": 1049.1, "b": 103.5 }, "text": "METER PIT DETAIL", "attrs": { "block_label": "footer" } }, { "id": "p16.88", "order": 185, "type": "footer", "bbox": { "l": 960.9, "t": 97.8, "r": 987.9, "b": 87.6 }, "text": "N.T.S.", "attrs": { "block_label": "number" } }, { "id": "p16.89", "order": 186, "type": "footnote", "bbox": { "l": 1946.1, "t": 605.1, "r": 2216.1, "b": 582.9 }, "text": "EMERGENCY SPILLWAY DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.90", "order": 187, "type": "footnote", "bbox": { "l": 2066.1, "t": 582, "r": 2093.1, "b": 569.1 }, "text": "N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.91", "order": 188, "type": "footnote", "bbox": { "l": 1805.4, "t": 297, "r": 2013, "b": 267.9 }, "text": "BASIN ACCESS DRIVE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.92", "order": 189, "type": "footnote", "bbox": { "l": 1890.9, "t": 274.8, "r": 1927.5, "b": 262.8 }, "text": "N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p16.93", "order": 190, "type": "footnote", "bbox": { "l": 2259, "t": 225.6, "r": 2537.1, "b": 209.4 }, "text": "1856 Rt. 9, Toms River, NJ 08755 T: 732.797.3100 F: 732.797.3223", "attrs": { "block_label": "vision_footnote" } } ], "excluded_furniture": { "first": [], "last": [] } }