{ "document_id": 10658, "page": 11, "width_pt": 2592, "height_pt": 1728, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 10769, "item_count": 133, "counts_by_type": { "caption": 2, "figure": 20, "footer": 10, "footnote": 62, "header": 5, "heading": 2, "table": 2, "table_cell": 24, "text": 6 }, "build_ms": 12, "items": [ { "id": "p11.1", "order": 1, "type": "header", "bbox": { "l": 213, "t": 1672.2, "r": 337.2, "b": 1657.8 }, "text": "29.5'", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p11.2", "order": 2, "type": "header", "bbox": { "l": 486.3, "t": 1665.6, "r": 561, "b": 1639.8 }, "text": "42\" O.D.\n36\" I.D.", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p11.3", "order": 3, "type": "header", "bbox": { "l": 2006.4, "t": 1664.1, "r": 2099.1, "b": 1641.6 }, "text": "100 YR STORM\nFI = 118.69", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p11.4", "order": 4, "type": "header", "bbox": { "l": 311.1, "t": 1650.9, "r": 351.6, "b": 1634.4 }, "text": "ACCESS\nRISER", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p11.5", "order": 5, "type": "header", "bbox": { "l": 2007.9, "t": 1634.7, "r": 2085.9, "b": 1606.2 }, "text": "10 YR STORM EL=118.39", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p11.6", "order": 6, "type": "figure", "bbox": { "l": 1224.9, "t": 1670.1, "r": 1479.9, "b": 1550.7 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.7", "order": 7, "type": "figure", "bbox": { "l": 1546.5, "t": 1666.5, "r": 2519.1, "b": 1368 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.8", "order": 8, "type": "figure", "bbox": { "l": 81.9, "t": 1663.8, "r": 781.5, "b": 57.9 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p11.8.1", "order": 9, "type": "text", "bbox": { "l": 348.6, "t": 1380.3, "r": 639.3, "b": 1281.6 }, "text": "5. 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.\n6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. 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-900mm).\n7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6\" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.\n8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC" }, { "id": "p11.8.2", "order": 10, "type": "text", "bbox": { "l": 351, "t": 1287.6, "r": 638.7, "b": 1253.1 }, "text": "8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12\" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12\" UP TO 36\" DIAMETER PIPE AND 24\" OF COVER FOR 42\" — 60\" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT." }, { "id": "p11.8.3", "order": 11, "type": "heading", "bbox": { "l": 403.2, "t": 572.7, "r": 732.3, "b": 557.7 }, "text": "1. FOR DESIGN INFORMATION, DIMENSIONS AND RIP RAP SIZE SEE CHART BELOW.", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p11.8.4", "order": 12, "type": "text", "bbox": { "l": 402, "t": 563.1, "r": 803.1, "b": 511.2 }, "text": "2. 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." }, { "id": "p11.8.5", "order": 13, "type": "text", "bbox": { "l": 89.1, "t": 269.7, "r": 573.3, "b": 247.8 }, "text": "ROSION CONTROL MATTING INSTALLATION DETAIL" } ] }, { "id": "p11.9", "order": 14, "type": "caption", "bbox": { "l": 1338.6, "t": 1533.3, "r": 1433.7, "b": 1517.7 }, "text": "(3) #6 CONTINUOUS", "attrs": { "block_label": "figure_title" } }, { "id": "p11.10", "order": 15, "type": "figure", "bbox": { "l": 1251.3, "t": 1507.2, "r": 1496.7, "b": 1380.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.11", "order": 16, "type": "figure", "bbox": { "l": 907.8, "t": 1460.4, "r": 1026.6, "b": 1415.4 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.12", "order": 17, "type": "figure", "bbox": { "l": 733.8, "t": 1363.8, "r": 1213.8, "b": 1053.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.13", "order": 18, "type": "figure", "bbox": { "l": 1288.5, "t": 1334.4, "r": 1729.5, "b": 978 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.14", "order": 19, "type": "figure", "bbox": { "l": 1394.1, "t": 1311.9, "r": 1616.4, "b": 1173.6 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" } }, { "id": "p11.15", "order": 20, "type": "figure", "bbox": { "l": 1755, "t": 1299.6, "r": 2194.5, "b": 986.4 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.16", "order": 21, "type": "figure", "bbox": { "l": 2224.2, "t": 1263.9, "r": 2531.7, "b": 1115.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" } }, { "id": "p11.17", "order": 22, "type": "figure", "bbox": { "l": 778.1, "t": 1053.36, "r": 1230.62, "b": 822.24 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p11.18", "order": 23, "type": "heading", "bbox": { "l": 870, "t": 998.1, "r": 1092.9, "b": 979.5 }, "text": "LARED END SECTION DETAIL", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p11.19", "order": 24, "type": "caption", "bbox": { "l": 2269.5, "t": 993.6, "r": 2380.5, "b": 977.7 }, "text": "PERFORATION SCHEDULE", "attrs": { "block_label": "figure_title" } }, { "id": "p11.20", "order": 25, "type": "figure", "bbox": { "l": 1971.6, "t": 943.8, "r": 2507.4, "b": 521.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "A° A°\nB B\n2\" MIN\n2\" MIN\nØ .50\" MAX\nBASE CAN BE PERFORATED Ø .50\" MAX\nTO MATCH SCHEDULE OF\nRISER WALL UPON REQUEST\n1 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1\" OF ADAPTERS.\n2 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.\n3 - TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD BE\nWRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC.\n4 - PERFORATIONS CANNOT BE INSTALLED IN 36\" BASIN REDUCING CONE.\nTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL 3130 VERONA AVE\nNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518\nOR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 7-20-99 PHN (770) 932-2443\nTRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490\nTECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO./NAME www.nyloplast-us.com\nREPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE\nCONTAINED ARTICLE HEREFROM, HEREIN, OR FOR MANUFACTURE THE DISCLOSURE OF ANY TO OTHERS DATE 11-2-18 NYLOPLAST STRUCTURE PERFORATION SCHEDULE\nIS PERMISSION FORBIDDEN, FROM EXCEPT NYLOPLAST. BY SPECIFIC WRITTEN ©2012 NYLOPLAST DWG SIZE A SCALE NTS SHEET 1 OF 1 DWG NO. 7001-110-008 REV E" } }, { "id": "p11.21", "order": 26, "type": "table", "bbox": { "l": 1523.7, "t": 933.6, "r": 1848.6, "b": 826.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p11.21.1", "order": 27, "type": "table_cell", "bbox": { "l": 1523.7, "t": 933.6, "r": 1686.15, "b": 920.175 }, "text": "SWITCHGRASS, \"HABITAT\"—NJ ECOTYPE", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p11.21.2", "order": 28, "type": "table_cell", "bbox": { "l": 1686.15, "t": 933.6, "r": 1848.6, "b": 920.175 }, "text": "15 lb/acre", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p11.21.3", "order": 29, "type": "table_cell", "bbox": { "l": 1523.7, "t": 920.175, "r": 1686.15, "b": 906.75 }, "text": "COASTAL PANICGRASS, ATLANTIC—VA ECOTYPE", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.4", "order": 30, "type": "table_cell", "bbox": { "l": 1686.15, "t": 920.175, "r": 1848.6, "b": 906.75 }, "text": "15 lb/acre", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.5", "order": 31, "type": "table_cell", "bbox": { "l": 1523.7, "t": 906.75, "r": 1686.15, "b": 893.325 }, "text": "INDIANGRASS, NEW ENGLAND 2 ECOTYPE", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.6", "order": 32, "type": "table_cell", "bbox": { "l": 1686.15, "t": 906.75, "r": 1848.6, "b": 893.325 }, "text": "20 lb/acre", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.7", "order": 33, "type": "table_cell", "bbox": { "l": 1523.7, "t": 893.325, "r": 1686.15, "b": 879.9 }, "text": "CANADA WILDRYE", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.8", "order": 34, "type": "table_cell", "bbox": { "l": 1686.15, "t": 893.325, "r": 1848.6, "b": 879.9 }, "text": "20 lb/acre", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.9", "order": 35, "type": "table_cell", "bbox": { "l": 1523.7, "t": 879.9, "r": 1686.15, "b": 866.475 }, "text": "WINTER BENTGRASS, PIEDMONT NC ECOTYPE", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.10", "order": 36, "type": "table_cell", "bbox": { "l": 1686.15, "t": 879.9, "r": 1848.6, "b": 866.475 }, "text": "20 lb/acre", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.11", "order": 37, "type": "table_cell", "bbox": { "l": 1523.7, "t": 866.475, "r": 1686.15, "b": 853.05 }, "text": "FLAT PEA", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.12", "order": 38, "type": "table_cell", "bbox": { "l": 1686.15, "t": 866.475, "r": 1848.6, "b": 853.05 }, "text": "20 lb/acre", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.13", "order": 39, "type": "table_cell", "bbox": { "l": 1523.7, "t": 853.05, "r": 1686.15, "b": 839.625 }, "text": "SOFT RUSH", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.14", "order": 40, "type": "table_cell", "bbox": { "l": 1686.15, "t": 853.05, "r": 1848.6, "b": 839.625 }, "text": "20 lb/acre", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.15", "order": 41, "type": "table_cell", "bbox": { "l": 1523.7, "t": 839.625, "r": 1686.15, "b": 826.2 }, "text": "PATH RUSH, PA ECOTYPE", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p11.21.16", "order": 42, "type": "table_cell", "bbox": { "l": 1686.15, "t": 839.625, "r": 1848.6, "b": 826.2 }, "text": "20 lb/acre", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p11.22", "order": 43, "type": "figure", "bbox": { "l": 832.5, "t": 925.5, "r": 1202.1, "b": 576 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.23", "order": 44, "type": "figure", "bbox": { "l": 1554.3, "t": 651.9, "r": 1947.3, "b": 502.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "4\" MIN ON 8\" - 24\"" } }, { "id": "p11.24", "order": 45, "type": "figure", "bbox": { "l": 670.2, "t": 500.7, "r": 1277.7, "b": 103.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "GENERAL NOTES:\n1. ALL CONCRETE TO BE CLASS B 4,500 P.S.I.\n2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE,\nTHE WALLS SHALL BE PLASTERED BOTH INSIDE AND\nOUTSIDE WITH ½\" THICK CEMENT PLASTER. INLET\nFRAME SHALL BE SECURELY GROUTED IN PLACE.\n3. FRAME & GRATE TO BE CAMPBELL-FOUNDRY No. 3440\nOR APPROVED EQUAL.\n4. PROVIDE 7/8\" DIA. ALUMINUM LADDER RUNGS, 12\" O.C.\nAS NECESSARY.\n5. ALL PRECAST STRUCTURES TO RECIEVE BITUMASTIC\nTAR COAT OUTSIDE ONLY." } }, { "id": "p11.25", "order": 46, "type": "figure", "bbox": { "l": 1339.2, "t": 418.5, "r": 1598.1, "b": 294.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.26", "order": 47, "type": "table", "bbox": { "l": 2068.8, "t": 416.7, "r": 2542.5, "b": 186 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 1, "integrity": { "cells_checked": 8, "cells_flagged": 0 } }, "children": [ { "id": "p11.26.1", "order": 48, "type": "table_cell", "bbox": { "l": 2170.88, "t": 412.6298529999999, "r": 2427.164601, "b": 402.34089599999993 }, "text": "REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p11.26.2", "order": 49, "type": "table_cell", "bbox": { "l": 2154.56, "t": 390.60985299999993, "r": 2443.459067, "b": 380.32089599999995 }, "text": "REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p11.26.3", "order": 50, "type": "table_cell", "bbox": { "l": 2154.56, "t": 368.58985299999995, "r": 2443.459067, "b": 358.30089599999997 }, "text": "REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p11.26.4", "order": 51, "type": "table_cell", "bbox": { "l": 2150.78, "t": 346.6298529999999, "r": 2447.204642, "b": 336.34089599999993 }, "text": "REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p11.26.5", "order": 52, "type": "table_cell", "bbox": { "l": 2180.06, "t": 324.60985299999993, "r": 2418.005791, "b": 314.32089599999995 }, "text": "REV. - 10-18-2024 REVISED FOR SCD COMMENTS", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p11.26.6", "order": 53, "type": "table_cell", "bbox": { "l": 2182.88, "t": 302.58985299999995, "r": 2415.102422, "b": 292.30089599999997 }, "text": "REV. - 8-06-2024 REVISED FOR SCD COMMENTS", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p11.26.7", "order": 54, "type": "table_cell", "bbox": { "l": 2113.82, "t": 284.08427099999994, "r": 2495.347927, "b": 266.3124620000001 }, "text": "SOIL EROSION & SEDIMENT CONTROL DETAILS", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true } }, { "id": "p11.26.8", "order": 55, "type": "table_cell", "bbox": { "l": 2074.58, "t": 254.30609600000003, "r": 2535.540337, "b": 188.99361399999998 }, "text": "PRELIMINARY & FINAL MAJOR SITE PLAN\n1231 ALDRICH ROAD\nBLOCK 6002 LOTS 2 & 3\nTOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY\nOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1, "bbox_refit": true, "merged_continuation": true } } ] }, { "id": "p11.27", "order": 56, "type": "figure", "bbox": { "l": 1627.2, "t": 404.7, "r": 1871.4, "b": 216.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.28", "order": 57, "type": "figure", "bbox": { "l": 694.2, "t": 313.5, "r": 1000.5, "b": 114 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" } }, { "id": "p11.29", "order": 58, "type": "figure", "bbox": { "l": 1032.3, "t": 311.4, "r": 1281.6, "b": 119.4 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" } }, { "id": "p11.30", "order": 59, "type": "figure", "bbox": { "l": 1324.5, "t": 273, "r": 1624.8, "b": 123 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p11.31", "order": 60, "type": "text", "bbox": { "l": 879.3, "t": 87, "r": 1120.5, "b": 58.8 }, "text": "OUTLET CONTROL STRUCTURE\nNOT TO SCALE" }, { "id": "p11.32", "order": 61, "type": "footnote", "bbox": { "l": 84.6, "t": 1527.9, "r": 137.1, "b": 1505.1 }, "text": "EXCAVATION TRENCH", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.33", "order": 62, "type": "footnote", "bbox": { "l": 342.9, "t": 1513.8, "r": 514.5, "b": 1483.8 }, "text": "* CLASS I OR II MATERIAL\nPLACED AND COMPACTED IN\nACCORDANCE WITH\nASTM D2321 IN PIPE ZONE\nSUITABLE FOUNDATION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.34", "order": 63, "type": "footnote", "bbox": { "l": 931.8, "t": 1505.4, "r": 1098.9, "b": 1494 }, "text": "* 33\" BEDDING (CLASS I OR II MATERIAL)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.35", "order": 64, "type": "footnote", "bbox": { "l": 1028.4, "t": 1451.4, "r": 1127.7, "b": 1428.3 }, "text": "4640 TRUEMAN BLVD\nHILLIARD, OHIO 43026", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.36", "order": 65, "type": "footnote", "bbox": { "l": 1860, "t": 1441.2, "r": 2022.3, "b": 1411.5 }, "text": "MINIMUM DEPTH = 6 INCHES, MIN. TESTED PERMEABILITY =", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.37", "order": 66, "type": "footnote", "bbox": { "l": 1566.6, "t": 1439.1, "r": 1750.5, "b": 1411.5 }, "text": "6\" MINIMUM FOUNDATION\nMATERIAL [p11.40.1]\" CLEAN STONE", "attrs": { "block_label": "vision_footnote" }, "children": [ { "id": "p11.37.1", "order": 67, "type": "text", "bbox": { "l": 1566.6, "t": 1439.1, "r": 1750.5, "b": 1411.5 }, "text": "3/4", "attrs": { "inline": true, "text_offset": 31, "text_span": 10, "bbox_estimated": true } } ] }, { "id": "p11.38", "order": 68, "type": "footnote", "bbox": { "l": 911.1, "t": 1421.4, "r": 1023.6, "b": 1410.6 }, "text": "ADVANCED DRAINAGE SYSTEMS, INC.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.39", "order": 69, "type": "footnote", "bbox": { "l": 50.7, "t": 1419, "r": 114.6, "b": 1404.9 }, "text": "36\" HDPE PERF", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.40", "order": 70, "type": "footnote", "bbox": { "l": 1969.2, "t": 1409.1, "r": 2518.8, "b": 1389 }, "text": "ES/HOUR UNCOMPACTED SUBSOIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.41", "order": 71, "type": "footnote", "bbox": { "l": 1684.5, "t": 1407.9, "r": 1865.7, "b": 1382.7 }, "text": "GOOD HOLE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.42", "order": 72, "type": "footnote", "bbox": { "l": 350.7, "t": 1392.3, "r": 620.4, "b": 1377.9 }, "text": "4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.43", "order": 73, "type": "footnote", "bbox": { "l": 656.4, "t": 1390.2, "r": 1019.7, "b": 1357.5 }, "text": "UNDERGROUND BASIN — SECTION VIEW\nNOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.44", "order": 74, "type": "footnote", "bbox": { "l": 1268.7, "t": 1372.5, "r": 1499.7, "b": 1335.6 }, "text": "PIPE WALL PENETRATION\nNOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.45", "order": 75, "type": "footnote", "bbox": { "l": 1668, "t": 1372.5, "r": 1757.1, "b": 1348.2 }, "text": "SEE PLANS FOR DIMMENSIONS", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.46", "order": 76, "type": "footnote", "bbox": { "l": 1419.3, "t": 1327.5, "r": 1570.5, "b": 1289.4 }, "text": "PERFORATED RISER 1 24\"\nT.G 118.50\nINV: 116.50", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.47", "order": 77, "type": "footnote", "bbox": { "l": 1883.7, "t": 1313.1, "r": 2025.3, "b": 1275.3 }, "text": "ERFORATED RISER 2 24\"\nT.G 119.00\nINV: 116.50", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.48", "order": 78, "type": "footnote", "bbox": { "l": 1288.2, "t": 1295.7, "r": 1383.6, "b": 1193.4 }, "text": "SCOUR HOLE 3 —\nINV 106.50\nSEE PLANS FOR\nDIMENSIONS\nD50=6''\n5 LF 12'' —\nHDPE @2 00'", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.49", "order": 79, "type": "footnote", "bbox": { "l": 2053.5, "t": 1294.8, "r": 2456.4, "b": 1275.9 }, "text": "SMALL SCALE SURFACE INFILTRATION BASIN", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.50", "order": 80, "type": "footnote", "bbox": { "l": 2196.9, "t": 1275.9, "r": 2297.4, "b": 1263.3 }, "text": "NOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.51", "order": 81, "type": "footnote", "bbox": { "l": 881.4, "t": 1223.1, "r": 1106.1, "b": 1194.3 }, "text": "3 (H) SEE RIP-RAP DETAIL FOR-\n1 (V) APRON SIZING (TYP.)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.52", "order": 82, "type": "footnote", "bbox": { "l": 1628.4, "t": 1216.8, "r": 1737.6, "b": 1186.5 }, "text": "2 LF 12” HDPE\n@0.50%", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.53", "order": 83, "type": "footnote", "bbox": { "l": 1190.1, "t": 1190.1, "r": 1290.9, "b": 1165.2 }, "text": "-RIPRAP 12\" THICK APRON", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.54", "order": 84, "type": "footnote", "bbox": { "l": 2279.4, "t": 1102.8, "r": 2529.6, "b": 1074.3 }, "text": "OUTLET CONTROL STRUCTURE 2\nNOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.55", "order": 85, "type": "footnote", "bbox": { "l": 791.1, "t": 1098.9, "r": 1212.9, "b": 1074.6 }, "text": "6\"MINIMUM FOUNDATION SEE RIP-RAP DETAIL FILTER FABRIC MATERIAL 3\" CLEAN STONE FOR APRON DIMENSIONS (TYP.) INSTALL BENEATH", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.56", "order": 86, "type": "footnote", "bbox": { "l": 1120.5, "t": 1093.5, "r": 1213.5, "b": 1062.3 }, "text": "FILTER FABRIC\nINSTALL BENEATH\nAPPRON STONE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.57", "order": 87, "type": "footnote", "bbox": { "l": 784.2, "t": 1055.7, "r": 1181.1, "b": 1012.2 }, "text": "1. FLARED END SECTIONS SHALL CONFIRM TO THE REQUIREMENTS OF ASTM C76, AS MANUFACTURED BY VIANINI PIPE INC. OF WHITEHOUSE NJ, 08889, OR APPROVED EQUAL. CIRCUMFERENTIAL REINFORCEMENT MAY CONSIST OF EITHER ONE CAGE OR TWO CAGES OF STEEL. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 400 PSI.\n2. TRASH RACK TO BE REMOVABLE.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.58", "order": 88, "type": "footnote", "bbox": { "l": 505.2, "t": 1020.3, "r": 600, "b": 1003.5 }, "text": "PLAN VIEW", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.59", "order": 89, "type": "footnote", "bbox": { "l": 1911.3, "t": 987.3, "r": 2001.6, "b": 973.2 }, "text": "NOT TO SCAL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.60", "order": 90, "type": "footnote", "bbox": { "l": 948.3, "t": 976.8, "r": 1010.4, "b": 964.8 }, "text": "SCALE: N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.61", "order": 91, "type": "footnote", "bbox": { "l": 1487.7, "t": 973.5, "r": 1580.1, "b": 958.5 }, "text": "BASIN SEED MIX", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.62", "order": 92, "type": "footnote", "bbox": { "l": 372.6, "t": 972.3, "r": 765.6, "b": 951.6 }, "text": "12 2.26 C.F.S 7 6 d50= 6\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.63", "order": 93, "type": "footnote", "bbox": { "l": 1213.5, "t": 952.5, "r": 1308, "b": 937.5 }, "text": "BOTANICAL NAME", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.64", "order": 94, "type": "footnote", "bbox": { "l": 1603.2, "t": 951.9, "r": 1684.5, "b": 937.8 }, "text": "COMMON NAME", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.65", "order": 95, "type": "footnote", "bbox": { "l": 447.9, "t": 945.3, "r": 658.8, "b": 909.6 }, "text": "RIP RAP APRON DETAI\nNOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.66", "order": 96, "type": "footnote", "bbox": { "l": 1186.8, "t": 930.3, "r": 1476.6, "b": 821.7 }, "text": "20% PANICUM VIRGATUM, \"HABITAT\"—NJ ECOTYPE\n20% PANICUM AMARUM, ATLANTIC—VA ECOTYPE\n20% SORGHASTRUM NUTANS, NEW ENGLAND 2 ECOTYPE\n20% ELYMUS CANADENSIS\n10% AGROSTIS HYEMALIS, PIEDMONT NC ECOTYPE\n8.00% LTHYRUS SYLVESTRYS\n1.00% JUNCUS EFFUSUS\n1.00% JUNCUS TENUIS, PA ECOTYPE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.67", "order": 97, "type": "footnote", "bbox": { "l": 1188.3, "t": 822.3, "r": 1237.2, "b": 808.2 }, "text": "100.00%", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.68", "order": 98, "type": "footnote", "bbox": { "l": 839.4, "t": 789.3, "r": 938.4, "b": 763.2 }, "text": "Dbh x 1.0: Critical root radius for younger, healthy or tolerant species.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.69", "order": 99, "type": "footnote", "bbox": { "l": 1531.2, "t": 735.6, "r": 1686.9, "b": 717.6 }, "text": "TOP OF GRATE RISER 1", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.70", "order": 100, "type": "footnote", "bbox": { "l": 293.1, "t": 726.3, "r": 412.2, "b": 682.2 }, "text": "18 RCP INV.\n114.25\" ORIFICE INV.\nPLAN VIEW", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.71", "order": 101, "type": "footnote", "bbox": { "l": 1533.3, "t": 705, "r": 1733.4, "b": 689.7 }, "text": "TOP OF GRATE RISER 2 119.00", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.72", "order": 102, "type": "footnote", "bbox": { "l": 75.3, "t": 702.9, "r": 282, "b": 670.2 }, "text": "UNDERGROUND BASIN\nNOT TO SCAL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.73", "order": 103, "type": "footnote", "bbox": { "l": 844.2, "t": 584.1, "r": 1206, "b": 570.6 }, "text": "1. Protecting Trees from Construction Damage- A Homeowners Guide, Gary R. Johnson, University Of Minnesota Extension Service, Saint Paul, MN, 1999.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.74", "order": 104, "type": "footnote", "bbox": { "l": 2141.7, "t": 544.5, "r": 2502.9, "b": 529.2 }, "text": "NTUPLAST STRUCTURE PERFORATION SCHEDULE\nNTS SHEET 1 OF 1 DWG NO. 7001-110-008 REV E", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.75", "order": 105, "type": "footnote", "bbox": { "l": 1891.2, "t": 528, "r": 2113.5, "b": 498.6 }, "text": "—RISER 1 INV. OUT 116.01 12\" PIPE\nRISER 2 INV. OUT 116.50 12\" PIP", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.76", "order": 106, "type": "footnote", "bbox": { "l": 817.8, "t": 526.2, "r": 1319.1, "b": 507 }, "text": "ROOT PROTECTION DURING CONSTRUCTION GUIDE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.77", "order": 107, "type": "footnote", "bbox": { "l": 1563, "t": 513, "r": 1632.3, "b": 492 }, "text": "4\" MIN ON 8\" - 24\"\n6\" MIN ON 30\" & 36\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.78", "order": 108, "type": "footnote", "bbox": { "l": 2237.4, "t": 510.3, "r": 2443.5, "b": 493.5 }, "text": "FOREBAY RISER DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.79", "order": 109, "type": "footnote", "bbox": { "l": 2293.8, "t": 490.5, "r": 2381.4, "b": 477 }, "text": "NOT TO SCAL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.80", "order": 110, "type": "footnote", "bbox": { "l": 1810.2, "t": 486.3, "r": 2104.5, "b": 428.4 }, "text": "THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.81", "order": 111, "type": "footnote", "bbox": { "l": 1554.6, "t": 444, "r": 2112.3, "b": 425.7 }, "text": "R INSTALLATION DETAIL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.82", "order": 112, "type": "footnote", "bbox": { "l": 1624.5, "t": 421.5, "r": 1731.9, "b": 408.9 }, "text": "NOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.83", "order": 113, "type": "footnote", "bbox": { "l": 472.5, "t": 417.6, "r": 746.4, "b": 400.5 }, "text": "SCOUR HOLE OUTLET PROTECTION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.84", "order": 114, "type": "footnote", "bbox": { "l": 1054.5, "t": 384.3, "r": 1230.9, "b": 351.9 }, "text": "4. PROVIDE 7/8\" DIA. ALUMINUM LADDER RUNGS, 12\" O.C. AS NECESSARY.\n5. ALL PRECAST STRUCTURES TO RECIEVE BITUMASTIC", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.85", "order": 115, "type": "footnote", "bbox": { "l": 1326.9, "t": 318.9, "r": 1589.4, "b": 294.3 }, "text": "* CLASS I OR II MATERIAL PER\nASTM D2321, LATEST EDITION,\nCOMPACTED IN MAX. 8\" LOOSE\nLIFTS TO 95 % MIN. OF MAX. SPD\n* BEDDING (CLASS I OR II MATERIAL)\n= 4\" MIN. FOR 12\" – 24\" HDPE PIPE\n= 6\" MIN. FOR 30\"–60\" HDPE PIPE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.86", "order": 116, "type": "footnote", "bbox": { "l": 1458.6, "t": 294.6, "r": 1501.2, "b": 283.8 }, "text": "SECTION A-A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.87", "order": 117, "type": "footnote", "bbox": { "l": 256.2, "t": 290.7, "r": 359.1, "b": 276 }, "text": "ANCHORING DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.88", "order": 118, "type": "footnote", "bbox": { "l": 1326, "t": 272.1, "r": 1423.8, "b": 254.1 }, "text": "* LOAD BEARING CONCRETE COLLAR AS SPECIFIED BY DESIGN ENGINEER (WHERE REQUIRED)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.89", "order": 119, "type": "footnote", "bbox": { "l": 83.4, "t": 240, "r": 152.1, "b": 225.6 }, "text": "NOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.90", "order": 120, "type": "footnote", "bbox": { "l": 1621.5, "t": 178.8, "r": 1787.7, "b": 143.1 }, "text": "CLEANOUT DETAIL\nNOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.91", "order": 121, "type": "footnote", "bbox": { "l": 295.8, "t": 150.3, "r": 341.1, "b": 132.9 }, "text": "8\" THICK (MINIMUM)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.92", "order": 122, "type": "footnote", "bbox": { "l": 1461, "t": 123.9, "r": 1500.6, "b": 114.3 }, "text": "SECTION B-B", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.93", "order": 123, "type": "footnote", "bbox": { "l": 71.1, "t": 121.2, "r": 192.9, "b": 96.3 }, "text": "TYPE 5, CLASS \"A\" BASE DENSE GRADED SUBBASE (QUARRY PROCESS STONE)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.94", "order": 124, "type": "footer", "bbox": { "l": 1086.9, "t": 117, "r": 1159.5, "b": 101.4 }, "text": "SECTION B-B", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.95", "order": 125, "type": "footer", "bbox": { "l": 807.9, "t": 116.1, "r": 879.6, "b": 101.4 }, "text": "SECTION A-A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.96", "order": 126, "type": "footer", "bbox": { "l": 1299.9, "t": 107.1, "r": 1478.7, "b": 74.1 }, "text": "* CLASS I BACKFILL REQUIRED AROUND 60\" DIAMETER FITTINGS\n* LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.97", "order": 127, "type": "footer", "bbox": { "l": 2477.7, "t": 98.7, "r": 2544.6, "b": 86.4 }, "text": "01-22-2024", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.98", "order": 128, "type": "footer", "bbox": { "l": 2331.9, "t": 94.8, "r": 2413.8, "b": 84 }, "text": "ERIC HALPERT", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.99", "order": 129, "type": "footer", "bbox": { "l": 65.4, "t": 92.4, "r": 461.1, "b": 73.2 }, "text": "BASIN STABILIZED ACCESS ROAD DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.100", "order": 130, "type": "footer", "bbox": { "l": 2285.4, "t": 90.9, "r": 2463, "b": 59.7 }, "text": "ERIC HALPERTI\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488", "attrs": { "block_label": "vision_footnote" } }, { "id": "p11.101", "order": 131, "type": "footer", "bbox": { "l": 248.1, "t": 69, "r": 278.4, "b": 58.8 }, "text": "N.T.S.", "attrs": { "block_label": "number" } }, { "id": "p11.102", "order": 132, "type": "footer", "bbox": { "l": 2492.1, "t": 67.5, "r": 2537.7, "b": 54.3 }, "text": "1 of 19", "attrs": { "block_label": "number" } }, { "id": "p11.103", "order": 133, "type": "footer", "bbox": { "l": 2143.5, "t": 66.6, "r": 2214.3, "b": 56.4 }, "text": "COA 24GA28321300", "attrs": { "block_label": "vision_footnote" } } ], "excluded_furniture": { "first": [], "last": [] } }