{ "document_id": 10816, "page": 13, "width_pt": 1224, "height_pt": 792, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 10927, "item_count": 215, "counts_by_type": { "caption": 5, "figure": 2, "footer": 3, "footnote": 28, "header": 4, "heading": 2, "list": 3, "list_item": 16, "table": 6, "table_cell": 137, "text": 9 }, "build_ms": 11, "items": [ { "id": "p13.1", "order": 1, "type": "header", "bbox": { "l": 413.76, "t": 753.84, "r": 428.4, "b": 747.6 }, "text": "B", "attrs": { "block_label": "figure_title" }, "level": 2 }, { "id": "p13.2", "order": 2, "type": "header", "bbox": { "l": 267.12, "t": 752.64, "r": 296.4, "b": 747.12 }, "text": "GENERAL NOTES", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p13.3", "order": 3, "type": "header", "bbox": { "l": 496.08, "t": 752.16, "r": 530.4, "b": 746.4 }, "text": "GENERAL NOTES", "attrs": { "block_label": "figure_title" }, "level": 2 }, { "id": "p13.4", "order": 4, "type": "header", "bbox": { "l": 998.4, "t": 745.44, "r": 1046.64, "b": 739.44 }, "text": "GENERAL NOTES", "attrs": { "block_label": "figure_title" }, "level": 2 }, { "id": "p13.5", "order": 5, "type": "figure", "bbox": { "l": 61.2, "t": 763.2, "r": 1149.6, "b": 34.56 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p13.6", "order": 6, "type": "table", "bbox": { "l": 625.44, "t": 747.6, "r": 874.8, "b": 681.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 6, "n_cols": 3 }, "children": [ { "id": "p13.6.1", "order": 7, "type": "table_cell", "bbox": { "l": 625.44, "t": 747.6, "r": 708.56, "b": 736.56 }, "text": "[F24]", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p13.6.2", "order": 8, "type": "table_cell", "bbox": { "l": 708.56, "t": 747.6, "r": 791.68, "b": 736.56 }, "text": "STORMFILTER DESIGN TABLE", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p13.6.3", "order": 9, "type": "table_cell", "bbox": { "l": 791.68, "t": 747.6, "r": 874.8, "b": 736.56 }, "text": "[F66]", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p13.6.4", "order": 10, "type": "table_cell", "bbox": { "l": 625.44, "t": 736.56, "r": 874.8, "b": 725.52 }, "text": "• THE 8 × 6 STORMFILTER TREATMENT CAPACITY VARIES BY NUMBER OF FILTER CARTRIDGES INSTALLED AND BY REGION SPECIFIC INTERNAL FLOW CONTROLS. CONVEYANCE CAPACITY IS RATED AT : 18FS.\\n• THE STANDARD CONFIGURATION IS SHOWN. ACTUAL CONFIGURATION OF THE SPECIFIED STRUCTURE(S) PER CIVIL ENGINEER WILL BE SHOWN ON SUBVITIAL DRAWING(S).\\n• ALL PARTS PROVIDED AND INTERNAL ASSEMBLY BY CONTECH STORMWATER SOLUTIONS UNLESS OTHERWISE NOTED.", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.6.5", "order": 11, "type": "table_cell", "bbox": { "l": 625.44, "t": 725.52, "r": 708.56, "b": 714.48 }, "text": "CARTRIDGE HEIGHT", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.6.6", "order": 12, "type": "table_cell", "bbox": { "l": 708.56, "t": 725.52, "r": 791.68, "b": 714.48 }, "text": "18\"", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.6.7", "order": 13, "type": "table_cell", "bbox": { "l": 791.68, "t": 725.52, "r": 874.8, "b": 681.36 }, "text": "", "attrs": { "row": 2, "col": 2, "rowspan": 4, "colspan": 1 } }, { "id": "p13.6.8", "order": 14, "type": "table_cell", "bbox": { "l": 625.44, "t": 714.48, "r": 708.56, "b": 703.44 }, "text": "SYSTEM HYDRAULIC DROP(H - REQ'D. MIN.)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.6.9", "order": 15, "type": "table_cell", "bbox": { "l": 708.56, "t": 714.48, "r": 791.68, "b": 703.44 }, "text": "2.3'", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.6.10", "order": 16, "type": "table_cell", "bbox": { "l": 625.44, "t": 703.44, "r": 708.56, "b": 692.4 }, "text": "TREATMENT BY MEDIA SURFACE AREA", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.6.11", "order": 17, "type": "table_cell", "bbox": { "l": 708.56, "t": 703.44, "r": 791.68, "b": 692.4 }, "text": "2 gpm ¹", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.6.12", "order": 18, "type": "table_cell", "bbox": { "l": 625.44, "t": 692.4, "r": 708.56, "b": 681.36 }, "text": "CARTRIDGE FLOW RATE (gpm)", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.6.13", "order": 19, "type": "table_cell", "bbox": { "l": 708.56, "t": 692.4, "r": 791.68, "b": 681.36 }, "text": "15", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p13.7", "order": 20, "type": "text", "bbox": { "l": 494.4, "t": 744.96, "r": 587.28, "b": 668.88 }, "text": "1. THE FOLLOWING SHALL BE USED:\nFOOTER CONCRETE --- CLASS B (N.DDT)\nINVERT CONCRETE --- CLASS C (N.DDT)\n2. INVERTS TO BE ELIMINATED IN BOTTOMS OF TERMINAL STRUCTURES. BOTTOMS SHALL BE DISHED AND SLOPED TOWARD THE OUTLET PIPE AT A RATE OF 2-INCHES PER FOOT.\n3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2-INCH COAT OF 1:2 CEMENT SAND MORTAR.\n4. ALL PRE-CAST STRUCTURES ARE TO RECEVE BITUMASTIC TAR COAT OUTSIDE ONLY.\n5. PROVIDE 7/8-INCH DIAMETER LADDER RUNGS AT 12-INCHES CENTER TO CENTER STEPS TO FACE TRAFFIC FLOW.\n6. ALL STORM SEWER PIPE TO HAVE A 6-INCH STONE BED UP TO 1/2 PIPE DIAMETER.\n7. ALL FRAME AND GRATES SHALL BE BICYCLE SAFE AND CONFORM TO CAMPBELL #2818" }, { "id": "p13.8", "order": 21, "type": "table", "bbox": { "l": 901.92, "t": 743.52, "r": 1144.8, "b": 650.88 }, "text": "", "attrs": { "block_label": "table", "n_rows": 11, "n_cols": 1 }, "children": [ { "id": "p13.8.1", "order": 22, "type": "table_cell", "bbox": { "l": 901.92, "t": 743.52, "r": 1144.8, "b": 735.0982 }, "text": "GENERAL NOTES", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.2", "order": 23, "type": "table_cell", "bbox": { "l": 901.92, "t": 735.0982, "r": 1144.8, "b": 726.6764 }, "text": "1. IN LET AND OUTLET PIPING SHALL BE SPECIFIED BY SITE CIVIL ENGINEER (SEE PLANS) AND PROVIDED BY CONTRACTOR. STORMFILTER IS PROVIDED WITH OPENINGS AT INLET AND OUTLET LOCATIONS.", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.3", "order": 24, "type": "table_cell", "bbox": { "l": 901.92, "t": 726.6764, "r": 1144.8, "b": 718.2545 }, "text": "2. IF THE PEAK_FLOW RATE, AS DETERV_NED BY THE SITE CIVIL ENGINEER, EXCEEDS THE PEAK HYDRAULIC CAPACITY OF THE PRODUCT, AN UPSTREAM BYPASS STRUCTURE S REQUIRED. PLEASE CONTACT CONTECH STORMWATER SOLUTIONS FOR OPTIONS.", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.4", "order": 25, "type": "table_cell", "bbox": { "l": 901.92, "t": 718.2545, "r": 1144.8, "b": 709.8327 }, "text": "3. THE FILTER CARTRIDGE(S) ARE SIPHON-ACTUATED AND SELF-CLEANING. THE STANDARD DETAIL DRAWING SHOWS THE MAXIMUM NUMBER OF CARTRIDGES. THE ACTUAL NUMBER SHALL BE SPECIFIED BY THE SITE CIVIL ENGINEER ON SITE PLANS OR IN DATA TABLE BELOW. PRECAST STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C957 AND C658.", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.5", "order": 26, "type": "table_cell", "bbox": { "l": 901.92, "t": 709.8327, "r": 1144.8, "b": 701.4109 }, "text": "4. SEE STORMFILTER DESIGN TABLE FOR REQUIRED HYDRAULIC DROP. FOR SHALLOW, LOW DROP OR SPECIAL DESIGN CONSTRAINTS. CONTACT CONTECH STORMWATER SOLUTIONS FOR DESIGN OPTIONS.", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.6", "order": 27, "type": "table_cell", "bbox": { "l": 901.92, "t": 701.4109, "r": 1144.8, "b": 692.9891 }, "text": "5. ALL WATER QUALITY PRODUCTS REQUIRE PERIODIC MAINTENANCE AS OUTLINED IN THE OEM GUIDELINES. PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS.", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.7", "order": 28, "type": "table_cell", "bbox": { "l": 901.92, "t": 692.9891, "r": 1144.8, "b": 684.5673 }, "text": "6. STRUCTURE AND ACCESS COVERS TO MEET ASHTO F-20 LOAD RATING.", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.8", "order": 29, "type": "table_cell", "bbox": { "l": 901.92, "t": 684.5673, "r": 1144.8, "b": 676.1455 }, "text": "7. THE STRUCTURE THICKNESSES SHOWN ARE FOR REPRESENTAT ONAL PURPOSES AND VARY REGIONALLY.", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.9", "order": 30, "type": "table_cell", "bbox": { "l": 901.92, "t": 676.1455, "r": 1144.8, "b": 667.7236 }, "text": "8. ANY BACKFILL DEPTH, SUB-BASE, AND OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY SITE CIVIL ENGINEER.", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.10", "order": 31, "type": "table_cell", "bbox": { "l": 901.92, "t": 667.7236, "r": 1144.8, "b": 659.3018 }, "text": "9. STANDARD CARTRIDGE HEIGHT IS 27\" (SHOWN). CARTRIDGE HEIGHT AND ASSOCIATED DESIGN PARAMETERS PER STORMFILTER DESIGN TABLE.", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.8.11", "order": 32, "type": "table_cell", "bbox": { "l": 901.92, "t": 659.3018, "r": 1144.8, "b": 650.88 }, "text": "10 STORMFILTER BY CONTECH STORMWATER SOLUTIONS: (800) 925-5240.", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p13.9", "order": 33, "type": "list", "bbox": { "l": 265.2, "t": 742.56, "r": 356.88, "b": 651.6 }, "text": "", "attrs": { "item_count": 7 }, "children": [ { "id": "p13.9.1", "order": 34, "type": "list_item", "bbox": { "l": 265.2, "t": 742.56, "r": 356.88, "b": 729.57 }, "text": "FOOTING TO BE N.J.D.O.T. CLASS \"B\" CONC. (2500)", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p13.9.2", "order": 35, "type": "list_item", "bbox": { "l": 265.2, "t": 729.57, "r": 356.88, "b": 716.57 }, "text": "IF WALL CONSTRUCTION IS OTHER THAN CONCRETE THE OUTSIDE WALL SHALL BE PLASTERED WITH 1/2\" THICK CEMENT PLASTER", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p13.9.3", "order": 36, "type": "list_item", "bbox": { "l": 265.2, "t": 716.57, "r": 356.88, "b": 703.58 }, "text": "FRAME AND GRATE TO BE NO. 2818 AS MANUFACTURED BY CAMPBELL FOUNDRY CO., OR EQUAL CURB PIECE TYPE N-ECO", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p13.9.4", "order": 37, "type": "list_item", "bbox": { "l": 265.2, "t": 703.58, "r": 356.88, "b": 690.58 }, "text": "PROVIDE 7/8\" DIA. ALUMINUM LADDER RUNGS, 12\" O.C.", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p13.9.5", "order": 38, "type": "list_item", "bbox": { "l": 265.2, "t": 690.58, "r": 356.88, "b": 677.59 }, "text": "ALL STORM SEWER PIPE SHALL HAVE A 6\" STONE BEDDING TO 1/2 DIAMETER OF PIPE.", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p13.9.6", "order": 39, "type": "list_item", "bbox": { "l": 265.2, "t": 677.59, "r": 356.88, "b": 664.59 }, "text": "INLETS O' TO B' DEEP SHALL BE SINGLE WALL CONSTRUCTION (8\"), INLETS B' TO 12' DEEP SHALL BE DOUBLE WALL CONSTRUCTION (12\").", "marker": "6.", "attrs": { "bbox_estimated": true } }, { "id": "p13.9.7", "order": 40, "type": "list_item", "bbox": { "l": 265.2, "t": 664.59, "r": 356.88, "b": 651.6 }, "text": "WHERE INLET DEPTH IS 4' OR GREATER, OR IF PIPE SIZE IS 24\" OR GREATER, A INLET SAFETY BAR SHALL BE PROVIDED.", "marker": "7.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p13.10", "order": 41, "type": "text", "bbox": { "l": 169.92, "t": 739.92, "r": 259.44, "b": 692.64 }, "text": "DRIVEWAY BACK PLATE NOTE:\nFOR ALL B-INLETS THAT ARE LOCATED\nWITHIN DRIVEWAYS, A DRIVEWAY BACK PLATE\nSHALL BE UTILIZED IN LIEU OF THE STANDARD\nBACK PLATE, SEE THE INSERT BELOW.\nA DRIVEWAY ACCESS BACK PLATES ARE\nAVAILABLE FOR ANY OF THE FOLLOWING LISTED\nPATTERN NUMBERS: 2500, 2501, 2510, 2511, 2540,\n2541, 2522, 2523, 2533, 2547, 2548, 2594, 2617.\n2618, 2632, 2633, 2694, 2810, AND 2818. PLEASE\nVERIFY WITH MANU. FOR ANY AND ALL UPDATES." }, { "id": "p13.11", "order": 42, "type": "table", "bbox": { "l": 934.8, "t": 644.4, "r": 1032.24, "b": 537.36 }, "text": "", "attrs": { "block_label": "table", "n_rows": 19, "n_cols": 4 }, "children": [ { "id": "p13.11.1", "order": 43, "type": "table_cell", "bbox": { "l": 934.8, "t": 644.4, "r": 1032.24, "b": 638.7663 }, "text": "SITE SPECIFIC DATA REQUIREMENTS", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 4 } }, { "id": "p13.11.2", "order": 44, "type": "table_cell", "bbox": { "l": 934.8, "t": 638.7663, "r": 1007.88, "b": 633.1326 }, "text": "STRUCTURE ID", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.3", "order": 45, "type": "table_cell", "bbox": { "l": 1007.88, "t": 638.7663, "r": 1032.24, "b": 633.1326 }, "text": "6x8 SF", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.4", "order": 46, "type": "table_cell", "bbox": { "l": 934.8, "t": 633.1326, "r": 1007.88, "b": 627.4989 }, "text": "WATER QUALITY FLOW RATE (c/s)", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.5", "order": 47, "type": "table_cell", "bbox": { "l": 1007.88, "t": 633.1326, "r": 1032.24, "b": 627.4989 }, "text": "0.36", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.6", "order": 48, "type": "table_cell", "bbox": { "l": 934.8, "t": 627.4989, "r": 1007.88, "b": 621.8653 }, "text": "PEAK FLOW RATE (c/s)", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.7", "order": 49, "type": "table_cell", "bbox": { "l": 1007.88, "t": 627.4989, "r": 1032.24, "b": 621.8653 }, "text": "0.36", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.8", "order": 50, "type": "table_cell", "bbox": { "l": 934.8, "t": 621.8653, "r": 1007.88, "b": 616.2316 }, "text": "RETURN PERIOD OF PEAK FLOW (ms)", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.9", "order": 51, "type": "table_cell", "bbox": { "l": 1007.88, "t": 621.8653, "r": 1032.24, "b": 616.2316 }, "text": "WQ Storm", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.10", "order": 52, "type": "table_cell", "bbox": { "l": 934.8, "t": 616.2316, "r": 1007.88, "b": 610.5979 }, "text": "# OF CARTRIDGES REQUIRED", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.11", "order": 53, "type": "table_cell", "bbox": { "l": 1007.88, "t": 616.2316, "r": 1032.24, "b": 610.5979 }, "text": "11", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.12", "order": 54, "type": "table_cell", "bbox": { "l": 934.8, "t": 610.5979, "r": 1007.88, "b": 604.9642 }, "text": "CARTRIDGE FLOW RATE", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.13", "order": 55, "type": "table_cell", "bbox": { "l": 1007.88, "t": 610.5979, "r": 1032.24, "b": 604.9642 }, "text": "15", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.14", "order": 56, "type": "table_cell", "bbox": { "l": 934.8, "t": 604.9642, "r": 1007.88, "b": 599.3305 }, "text": "VEO'A TYPE (CSF, PERLTE, 2PG)", "attrs": { "row": 7, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.15", "order": 57, "type": "table_cell", "bbox": { "l": 1007.88, "t": 604.9642, "r": 1032.24, "b": 599.3305 }, "text": "Perlite", "attrs": { "row": 7, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.16", "order": 58, "type": "table_cell", "bbox": { "l": 934.8, "t": 599.3305, "r": 959.16, "b": 593.6968 }, "text": "PIPE DATA:", "attrs": { "row": 8, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.17", "order": 59, "type": "table_cell", "bbox": { "l": 959.16, "t": 599.3305, "r": 983.52, "b": 593.6968 }, "text": "I.E.", "attrs": { "row": 8, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.18", "order": 60, "type": "table_cell", "bbox": { "l": 983.52, "t": 599.3305, "r": 1007.88, "b": 593.6968 }, "text": "MATERIAL", "attrs": { "row": 8, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.19", "order": 61, "type": "table_cell", "bbox": { "l": 1007.88, "t": 599.3305, "r": 1032.24, "b": 593.6968 }, "text": "DIAMETER", "attrs": { "row": 8, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.20", "order": 62, "type": "table_cell", "bbox": { "l": 934.8, "t": 593.6968, "r": 959.16, "b": 588.0632 }, "text": "INLET PIPE #1", "attrs": { "row": 9, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.21", "order": 63, "type": "table_cell", "bbox": { "l": 959.16, "t": 593.6968, "r": 983.52, "b": 588.0632 }, "text": "82.93", "attrs": { "row": 9, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.22", "order": 64, "type": "table_cell", "bbox": { "l": 983.52, "t": 593.6968, "r": 1007.88, "b": 588.0632 }, "text": "HDPE", "attrs": { "row": 9, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.23", "order": 65, "type": "table_cell", "bbox": { "l": 1007.88, "t": 593.6968, "r": 1032.24, "b": 588.0632 }, "text": "i2", "attrs": { "row": 9, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.24", "order": 66, "type": "table_cell", "bbox": { "l": 934.8, "t": 588.0632, "r": 959.16, "b": 582.4295 }, "text": "INLET PIPE #2", "attrs": { "row": 10, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.25", "order": 67, "type": "table_cell", "bbox": { "l": 959.16, "t": 588.0632, "r": 983.52, "b": 582.4295 }, "text": "", "attrs": { "row": 10, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.26", "order": 68, "type": "table_cell", "bbox": { "l": 983.52, "t": 588.0632, "r": 1007.88, "b": 582.4295 }, "text": "", "attrs": { "row": 10, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.27", "order": 69, "type": "table_cell", "bbox": { "l": 1007.88, "t": 588.0632, "r": 1032.24, "b": 582.4295 }, "text": "", "attrs": { "row": 10, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.28", "order": 70, "type": "table_cell", "bbox": { "l": 934.8, "t": 582.4295, "r": 959.16, "b": 576.7958 }, "text": "OUTLET PIPE", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.29", "order": 71, "type": "table_cell", "bbox": { "l": 959.16, "t": 582.4295, "r": 983.52, "b": 576.7958 }, "text": "80.23", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.30", "order": 72, "type": "table_cell", "bbox": { "l": 983.52, "t": 582.4295, "r": 1007.88, "b": 576.7958 }, "text": "HDPE", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.31", "order": 73, "type": "table_cell", "bbox": { "l": 1007.88, "t": 582.4295, "r": 1032.24, "b": 576.7958 }, "text": "i2", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.32", "order": 74, "type": "table_cell", "bbox": { "l": 934.8, "t": 576.7958, "r": 1007.88, "b": 571.1621 }, "text": "UPSTREAM RIM ELEVATION", "attrs": { "row": 12, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.33", "order": 75, "type": "table_cell", "bbox": { "l": 1007.88, "t": 576.7958, "r": 1032.24, "b": 571.1621 }, "text": "88.70", "attrs": { "row": 12, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.34", "order": 76, "type": "table_cell", "bbox": { "l": 934.8, "t": 571.1621, "r": 1007.88, "b": 565.5284 }, "text": "CENTER RIM ELEVATION", "attrs": { "row": 13, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.35", "order": 77, "type": "table_cell", "bbox": { "l": 1007.88, "t": 571.1621, "r": 1032.24, "b": 565.5284 }, "text": "", "attrs": { "row": 13, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.36", "order": 78, "type": "table_cell", "bbox": { "l": 934.8, "t": 565.5284, "r": 1007.88, "b": 559.8947 }, "text": "DOWNSTREAM RIM ELEVATION", "attrs": { "row": 14, "col": 0, "rowspan": 1, "colspan": 3 } }, { "id": "p13.11.37", "order": 79, "type": "table_cell", "bbox": { "l": 1007.88, "t": 565.5284, "r": 1032.24, "b": 559.8947 }, "text": "", "attrs": { "row": 14, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.38", "order": 80, "type": "table_cell", "bbox": { "l": 934.8, "t": 559.8947, "r": 983.52, "b": 548.6274 }, "text": "ANTI-FLOTATION BALLAST", "attrs": { "row": 15, "col": 0, "rowspan": 2, "colspan": 2 } }, { "id": "p13.11.39", "order": 81, "type": "table_cell", "bbox": { "l": 983.52, "t": 559.8947, "r": 1007.88, "b": 554.2611 }, "text": "WQTH", "attrs": { "row": 15, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.40", "order": 82, "type": "table_cell", "bbox": { "l": 1007.88, "t": 559.8947, "r": 1032.24, "b": 554.2611 }, "text": "HEIGHT", "attrs": { "row": 15, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.41", "order": 83, "type": "table_cell", "bbox": { "l": 983.52, "t": 554.2611, "r": 1007.88, "b": 548.6274 }, "text": "", "attrs": { "row": 16, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.42", "order": 84, "type": "table_cell", "bbox": { "l": 1007.88, "t": 554.2611, "r": 1032.24, "b": 548.6274 }, "text": "", "attrs": { "row": 16, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.11.43", "order": 85, "type": "table_cell", "bbox": { "l": 934.8, "t": 548.6274, "r": 1032.24, "b": 542.9937 }, "text": "NOTES/SPECIAL REQUIREMENTS:", "attrs": { "row": 17, "col": 0, "rowspan": 1, "colspan": 4 } }, { "id": "p13.11.44", "order": 86, "type": "table_cell", "bbox": { "l": 934.8, "t": 542.9937, "r": 1032.24, "b": 537.36 }, "text": "* PER SITE C/VIL ENGINEER", "attrs": { "row": 18, "col": 0, "rowspan": 1, "colspan": 4 } } ] }, { "id": "p13.12", "order": 87, "type": "table", "bbox": { "l": 990.24, "t": 530.4, "r": 1142.4, "b": 508.08 }, "text": "", "attrs": { "block_label": "table", "n_rows": 3, "n_cols": 2 }, "children": [ { "id": "p13.12.1", "order": 88, "type": "table_cell", "bbox": { "l": 990.24, "t": 530.4, "r": 1142.4, "b": 522.96 }, "text": "THE STORMWATER MANAGEMENT STORMFILTER ®", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2 } }, { "id": "p13.12.2", "order": 89, "type": "table_cell", "bbox": { "l": 990.24, "t": 522.96, "r": 1142.4, "b": 515.52 }, "text": "8' x 6' STORMFILTER", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 2 } }, { "id": "p13.12.3", "order": 90, "type": "table_cell", "bbox": { "l": 990.24, "t": 515.52, "r": 1142.4, "b": 508.08 }, "text": "STANDARD DETAIL", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 2 } } ] }, { "id": "p13.13", "order": 91, "type": "text", "bbox": { "l": 695.76, "t": 510.96, "r": 896.4, "b": 433.44 }, "text": "(1) To avoid sedimentation that may result in clogging and reduction of infiltration capability and to maintain maximum soil infiltration capacity, the construction of stormwater infiltration basins shall be managed in accordance with the following standards:\na. For engineering reasons, temporary stormwater management facilities and sediment basins cannot be constructed on the parcel in accordance with (a) 6(v)(5)(A), the stormwater infiltration basin may be placed into operation prior to the complete stabilization of its drainage area provided that the basin's bottom during this period is constructed at a depth at least two feet higher than its final design elevation. When the drainage area has been completely stabilized, all accumulated sediment shall be removed from the infiltration basin, which shall then be excavated to its final design elevation.\nb. To avoid compacting an infiltration basin's subgrade soils, no heavy equipment such as backhoes, dump trucks or bulldozers shall be permitted to operate within the footprint of the stormwater infiltration basin. All excavation required to construct a stormwater infiltration basin shall be performed by equipment placed outside the basin. If this is not possible, the soils within the excavated area shall be renovated and filled after construction is completed. Earthwork associated with stormwater infiltration basin construction, including excavation, grading, cutting or filling, shall not be performed when soil moisture content is above the lower plastic limit. Methods to keep from compacting areas on the proposed site area as follows:\nDuring the sites construction, construction areas, access roads and material and equipment storage areas shall be minimized to specific areas as directed by developer.\nLight weight, rubber-lired construction equipment shall be used whenever possible, with the movements limited to areas of the proposed roadways.\nPlacement of salt fence to ensure limit of disturbance.\nIn all areas where severe compaction occurs, the surface shall be scanified 6 to 12 inches below surface before topsoil and seeding is to take place." }, { "id": "p13.14", "order": 92, "type": "heading", "bbox": { "l": 978, "t": 457.92, "r": 1080.96, "b": 452.16 }, "text": "GENERAL DRAINAGE MANHOLE NOTES", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p13.15", "order": 93, "type": "text", "bbox": { "l": 936.96, "t": 451.68, "r": 1142.88, "b": 435.84 }, "text": "MANHOLES SHALL BE PRECAST CONCRETE OR CONCRETE BLOCK COATED WITH TWO (2) COATS OF PORTLAND CEMENT MORTAR OUTSIDE THE MANHOLE. MASONRY BRICK MAY BE USED TO MAKE VERTICAL ADJUSTMENTS TO RIMS, AS LONG AS ADJUSTMENTS ARE 12 INCHES (12\") OR LESS. IN ACIDIC SOILS, ALL MANHOLES SHALL HAVE TWO (2) COATS OF BLACK BITUMASTIC WATERPROOFING APPLIED PER MANUFACTURER'S INSTRUCTION." }, { "id": "p13.16", "order": 94, "type": "list", "bbox": { "l": 931.68, "t": 432.96, "r": 1141.44, "b": 419.76 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p13.16.1", "order": 95, "type": "list_item", "bbox": { "l": 931.68, "t": 432.96, "r": 1141.44, "b": 428.56 }, "text": "2 IF PRECAST MANHO BARRELS AND CONES ARE USED, THEY SHALL CONFORM TO A.S.T.M. SPECIFICATIONS C478, WITH ROUND RUBBER GASKETED JOINTS CONFORMING TO A.S.T.M. SPECIFICATION C923. MAXIMUM ABSORPTION SHALL BE 8 (8%) PERCENT IN ACCORDANCE WITH A.S.T.M. SPECIFICATION C478, METHOD A.", "attrs": { "bbox_estimated": true } }, { "id": "p13.16.2", "order": 96, "type": "list_item", "bbox": { "l": 931.68, "t": 428.56, "r": 1141.44, "b": 424.16 }, "text": "IF PRECAST MANHOLES ARE USED, THE TOP RISER SECTION SHALL TERMINATE LESS THAN ONE (1) FOOT BELOW THE FINISHED GRADE.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p13.16.3", "order": 97, "type": "list_item", "bbox": { "l": 931.68, "t": 424.16, "r": 1141.44, "b": 419.76 }, "text": "WHEN THE DEPTH OF A MANHOLE EXCEEDS 10 FEET AS MEASURED FROM TOP OF COVER TO INVERT, THE WALLS OF BRICK, CONCRETE, OR CONCRETE BLOCK BELOW A DEPTH OF 8 FEET SHALL BE 12\" THICK. THE OVERALL HORIZONAL DIMENSIONS SHALL BE INCREASED 12\" AND THE DEPTH OF THE FOUNDATION INCREASED TO 12\". WHEN ROCK IS ENCOUNTERED THE HORIZONAL DIMENSION AND DEPTH OF THE FOUNDATION SHALL NOT BE INCREASED. THE THICKNESS OF PRECAST CONCRETE MANHOLE WALLS DOES NOT HAVE TO BE INCREASED IF THE DEPTH OF THE MANHOLE EXCEEDS 10 FEET.", "marker": "4.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p13.17", "order": 98, "type": "list", "bbox": { "l": 695.28, "t": 422.64, "r": 1097.04, "b": 375.78 }, "text": "", "attrs": { "item_count": 6 }, "children": [ { "id": "p13.17.1", "order": 99, "type": "list_item", "bbox": { "l": 695.28, "t": 422.64, "r": 898.08, "b": 401.76 }, "text": "After all construction activities have been completed on the parcel and finished grade has been established in the infiltration basin, replicate post-development field permeability tests shall be conducted to determine if as-built soil permeability rates are consistent with design permeability rates. The results of such tests shall be submitted to the municipal engineer, if the results of the post-development field permeability tests fall to achieve the minimum required design permeability rate, utilizing a factor of safety of two, the infiltration basin shall be renovated and re-tested until such minimum required permeability rates are achieved; and", "marker": "(1)", "attrs": { "bbox_estimated": true } }, { "id": "p13.17.2", "order": 100, "type": "list_item", "bbox": { "l": 695.28, "t": 401.76, "r": 898.08, "b": 380.88 }, "text": "After all construction activities and required field testing have been completed on the parcel, as-built plans, including as-built elevations of all stormwater management measures shall be submitted to the municipal engineer. Based upon the municipal engineer's review of the as-built plans, all connections or remedial arbores deemed by the municipal engineer to be necessary due to the failure to comply with design standards and/or for any reason concerning public health or safety, shall be completed by the applicant. In lieu of review by the municipal engineer, the municipality may engage a licensed professional engineer to review the as-built plans and change the applicant for all costs associated with such review.", "marker": "(2)", "attrs": { "bbox_estimated": true } }, { "id": "p13.17.3", "order": 101, "type": "list_item", "bbox": { "l": 932.4, "t": 409.92, "r": 1097.04, "b": 386.16 }, "text": "WHEN THE DEPTH OF A MANHOLE EXCEEDS 10 FEET AS MEASURED FROM TOP OF COVER TO INVERT, THE WALLS OF BRICK, CONCRETE, OR CONCRETE BLOCK BELOW A DEPTH OF 8 FEET SHALL BE 12° THICK. THE OVERALL HORIZONTAL DIMENSIONS SHALL BE INCREASED 12° AND THE DEPTH OF THE FOUNDATION INCREASED TO 12°. WHEN ROCK IS ENCOUNTERED THE HORIZONTAL DIMENSION AND DEPTH OF THE FOUNDATION SHALL NOT BE INCREASED. THE THICKNESS OF PRECAST CONCRETE MANHOLE WALLS DOES NOT HAVE TO BE INCREASED IF THE DEPTH OF THE MANHOLE EXCEEDS 10 FEET.", "marker": "4." }, { "id": "p13.17.4", "order": 102, "type": "list_item", "bbox": { "l": 930.24, "t": 383.52, "r": 1087.92, "b": 380.94 }, "text": "AS AN ALTERNATE TO THE STANDARD MANHOLE FRAME AND COVER, A 39\" DIAMETER FRAME WITH 4\" FLANGE MAY BE FURNISHED WITH ALL OTHER DIMENSIONS AND WEIGHTS REMAINING THE SAME.", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p13.17.5", "order": 103, "type": "list_item", "bbox": { "l": 930.24, "t": 380.94, "r": 1087.92, "b": 378.36 }, "text": "IN A BRICK, CONCRETE, OR CONCRETE BLOCK MANHOLE, THE INVERT SHALL BE CONSTRUCTED IN TWO STAGES.", "marker": "6.", "attrs": { "bbox_estimated": true } }, { "id": "p13.17.6", "order": 104, "type": "list_item", "bbox": { "l": 930.24, "t": 378.36, "r": 1087.92, "b": 375.78 }, "text": "AS AN ALTERNATIVE, COPOLMYER POLYPROPYLENE PLASTIC LADDER RUNGS MY BE FURNISHED IN PRECAST MANHOLES AND INLETS.", "marker": "7.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p13.18", "order": 105, "type": "text", "bbox": { "l": 929.76, "t": 352.56, "r": 1142.88, "b": 339.36 }, "text": "8. MANHOLE FRAMES AND COVERS SHALL BE OF CAST IRON, CONFORMING TO A.S.T.M. SPECIFICATIONS A48, CLASS 3D, INCORPORATED HEREIN BY REFERENCE, AND BE SUITABLE FOR H-20 LOADING CAPACITY. MANHOLE COVERS IN REMOTE LOCATIONS MAY HAVE A LOCKING DEVICE.\n\n15" }, { "id": "p13.19", "order": 106, "type": "caption", "bbox": { "l": 254.4, "t": 318, "r": 294.72, "b": 310.32 }, "text": "SECTION B—B", "attrs": { "block_label": "figure_title" } }, { "id": "p13.20", "order": 107, "type": "caption", "bbox": { "l": 170.64, "t": 281.28, "r": 198, "b": 273.36 }, "text": "CURB PIECE TYPE N - Eco", "attrs": { "block_label": "figure_title" } }, { "id": "p13.21", "order": 108, "type": "caption", "bbox": { "l": 606.72, "t": 278.4, "r": 684, "b": 266.88 }, "text": "BASIN ACCESS DRIVE N.T.S.", "attrs": { "block_label": "figure_title" } }, { "id": "p13.22", "order": 109, "type": "text", "bbox": { "l": 66.72, "t": 219.6, "r": 82.32, "b": 38.88 }, "text": "COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C. - ALL RIGHTS RESERVED THE COPYRIGHT OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C. IS PROHIBITED", "attrs": { "block_label": "aside_text" } }, { "id": "p13.23", "order": 110, "type": "table", "bbox": { "l": 757.44, "t": 214.56, "r": 897.6, "b": 187.68 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 4 }, "children": [ { "id": "p13.23.1", "order": 111, "type": "table_cell", "bbox": { "l": 757.44, "t": 214.56, "r": 792.48, "b": 209.184 }, "text": "ITEM", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p13.23.2", "order": 112, "type": "table_cell", "bbox": { "l": 792.48, "t": 214.56, "r": 827.52, "b": 209.184 }, "text": "DIMENSION A", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p13.23.3", "order": 113, "type": "table_cell", "bbox": { "l": 827.52, "t": 214.56, "r": 897.6, "b": 209.184 }, "text": "PIPE SIZES", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 2, "column_header": true, "header_source": "heuristic" } }, { "id": "p13.23.4", "order": 114, "type": "table_cell", "bbox": { "l": 757.44, "t": 209.184, "r": 792.48, "b": 203.808 }, "text": "* MANHOLES", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.5", "order": 115, "type": "table_cell", "bbox": { "l": 792.48, "t": 209.184, "r": 827.52, "b": 203.808 }, "text": "4'–0\"", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.6", "order": 116, "type": "table_cell", "bbox": { "l": 827.52, "t": 209.184, "r": 862.56, "b": 203.808 }, "text": "RCP", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.7", "order": 117, "type": "table_cell", "bbox": { "l": 862.56, "t": 209.184, "r": 897.6, "b": 203.808 }, "text": "CORR. PLASTIC", "attrs": { "row": 1, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.8", "order": 118, "type": "table_cell", "bbox": { "l": 757.44, "t": 203.808, "r": 792.48, "b": 198.432 }, "text": "* MANHOLES 5'–0\" DIA.", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.9", "order": 119, "type": "table_cell", "bbox": { "l": 792.48, "t": 203.808, "r": 827.52, "b": 198.432 }, "text": "5'–0\"", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.10", "order": 120, "type": "table_cell", "bbox": { "l": 827.52, "t": 203.808, "r": 862.56, "b": 198.432 }, "text": "<30\"", "attrs": { "row": 2, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.11", "order": 121, "type": "table_cell", "bbox": { "l": 862.56, "t": 203.808, "r": 897.6, "b": 198.432 }, "text": "<36\"", "attrs": { "row": 2, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.12", "order": 122, "type": "table_cell", "bbox": { "l": 757.44, "t": 198.432, "r": 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"table_cell", "bbox": { "l": 792.48, "t": 193.056, "r": 827.52, "b": 187.68 }, "text": "6'–0\"", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.18", "order": 128, "type": "table_cell", "bbox": { "l": 827.52, "t": 193.056, "r": 862.56, "b": 187.68 }, "text": "42\"–54\"", "attrs": { "row": 4, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p13.23.19", "order": 129, "type": "table_cell", "bbox": { "l": 862.56, "t": 193.056, "r": 897.6, "b": 187.68 }, "text": "54\"–60\"", "attrs": { "row": 4, "col": 3, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p13.24", "order": 130, "type": "caption", "bbox": { "l": 936.48, "t": 207.12, "r": 985.44, "b": 200.64 }, "text": "SECTION A-A", "attrs": { "block_label": "figure_title" } }, { "id": "p13.25", "order": 131, "type": "text", "bbox": { "l": 1020.96, "t": 191.28, "r": 1036.08, "b": 186.96 }, "text": "N.T.S." }, { "id": "p13.26", "order": 132, "type": "text", "bbox": { "l": 759.12, "t": 184.56, "r": 879.12, "b": 175.2 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"table_cell", "bbox": { "l": 785.6267, "t": 128.4, "r": 994.16, "b": 120.48 }, "text": "PROFESSIONAL ENGINEER N.J. L.C. NO. 34397 PROFESSIONAL PLANNER N.J. L.C. NO. 4489", "attrs": { "row": 1, "col": 2, "rowspan": 1, "colspan": 4 } }, { "id": "p13.29.8", "order": 143, "type": "table_cell", "bbox": { "l": 994.16, "t": 128.4, "r": 1150.56, "b": 72.96 }, "text": "MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 223D1 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY", "attrs": { "row": 1, "col": 3, "rowspan": 7, "colspan": 3 } }, { "id": "p13.29.9", "order": 144, "type": "table_cell", "bbox": { "l": 681.36, "t": 120.48, "r": 733.4933, "b": 112.56 }, "text": "", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.10", "order": 145, "type": "table_cell", "bbox": { "l": 733.4933, "t": 120.48, "r": 785.6267, "b": 112.56 }, "text": "", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.11", "order": 146, "type": "table_cell", "bbox": { "l": 785.6267, "t": 120.48, "r": 994.16, "b": 72.96 }, "text": "[F3] CHALLONER & ASSOCIATES L.L.C. Certificate of Auth. 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1 } }, { "id": "p13.29.16", "order": 151, "type": "table_cell", "bbox": { "l": 681.36, "t": 96.72, "r": 733.4933, "b": 88.8 }, "text": "05/11/2020", "attrs": { "row": 5, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.17", "order": 152, "type": "table_cell", "bbox": { "l": 733.4933, "t": 96.72, "r": 785.6267, "b": 88.8 }, "text": "REVISED PER COUNTY ENGINEER COMMENTS", "attrs": { "row": 5, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.18", "order": 153, "type": "table_cell", "bbox": { "l": 681.36, "t": 88.8, "r": 733.4933, "b": 80.88 }, "text": "04/14/10", "attrs": { "row": 6, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.19", "order": 154, "type": "table_cell", "bbox": { "l": 733.4933, "t": 88.8, "r": 785.6267, "b": 80.88 }, "text": "REVISED PER COUNTY ENGINEER COMMENTS", "attrs": { "row": 6, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.20", "order": 155, "type": "table_cell", "bbox": { "l": 681.36, "t": 80.88, "r": 733.4933, "b": 72.96 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"p13.29.44", "order": 179, "type": "table_cell", "bbox": { "l": 942.0267, "t": 41.28, "r": 994.16, "b": 33.36 }, "text": "S.C.C.", "attrs": { "row": 12, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.45", "order": 180, "type": "table_cell", "bbox": { "l": 994.16, "t": 41.28, "r": 1046.2933, "b": 33.36 }, "text": "08015", "attrs": { "row": 12, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.46", "order": 181, "type": "table_cell", "bbox": { "l": 1046.2933, "t": 41.28, "r": 1098.4267, "b": 33.36 }, "text": "", "attrs": { "row": 12, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p13.29.47", "order": 182, "type": "table_cell", "bbox": { "l": 1098.4267, "t": 41.28, "r": 1150.56, "b": 33.36 }, "text": "", "attrs": { "row": 12, "col": 8, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p13.30", "order": 183, "type": "caption", "bbox": { "l": 599.28, "t": 68.88, "r": 617.76, "b": 64.32 }, "text": "SECTION E", "attrs": { "block_label": "figure_title" } }, { "id": "p13.31", "order": 184, "type": "figure", "bbox": { "l": 34.56, "t": 69.12, "r": 80.64, "b": 54.72 }, "text": "", "attrs": { "source": "pdf_image" } }, { "id": "p13.32", "order": 185, "type": "footnote", "bbox": { "l": 106.32, "t": 666.96, "r": 123.6, "b": 660.96 }, "text": "PLAN", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.33", "order": 186, "type": "footnote", "bbox": { "l": 410.88, "t": 661.68, "r": 424.8, "b": 656.4 }, "text": "日", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.34", "order": 187, "type": "footnote", "bbox": { "l": 405.36, "t": 566.64, "r": 437.52, "b": 560.4 }, "text": "SECTION A-A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.35", "order": 188, "type": "footnote", "bbox": { "l": 530.4, "t": 566.16, "r": 564.72, "b": 560.4 }, "text": "SECTION \"B-B\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.36", "order": 189, "type": "footnote", "bbox": { "l": 449.04, "t": 558.96, "r": 527.04, "b": 551.52 }, "text": "\"B\" INLET #15 AND #16", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.37", "order": 190, "type": "footnote", "bbox": { "l": 1060.08, "t": 554.4, "r": 1116.96, "b": 535.68 }, "text": "FRAME AND COVER\n(DIAMETER VARES. SEE SUBMITAL DRAWINGS)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.38", "order": 191, "type": "footnote", "bbox": { "l": 476.16, "t": 550.08, "r": 492, "b": 545.28 }, "text": "N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.39", "order": 192, "type": "footnote", "bbox": { "l": 122.88, "t": 546.96, "r": 160.08, "b": 541.2 }, "text": "SECTION A-A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.40", "order": 193, "type": "footnote", "bbox": { "l": 251.04, "t": 546, "r": 285.6, "b": 540.48 }, "text": "SECTION B-R", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.41", "order": 194, "type": "footnote", "bbox": { "l": 835.68, "t": 544.8, "r": 877.2, "b": 539.28 }, "text": "SECTION A - A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.42", "order": 195, "type": "footnote", "bbox": { "l": 681.6, "t": 531.36, "r": 736.56, "b": 523.44 }, "text": "OMITTED FOR CLARITY", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.43", "order": 196, "type": "footnote", "bbox": { "l": 909.36, "t": 511.44, "r": 957.84, "b": 505.44 }, "text": "CONTRIBUTIONS TO THE LAW OF SOCIETA", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.44", "order": 197, "type": "footnote", "bbox": { "l": 900.48, "t": 504.48, "r": 1148.4, "b": 496.56 }, "text": "This drawing and/or electronic file shall not be modified without the approval of CONTECH Stomwater Solutions. This product may be protected by one or more of the following US patents: 5,322,629; 5,624,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048; related foreign patents or other patents pending.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.45", "order": 198, "type": "footnote", "bbox": { "l": 424.32, "t": 433.44, "r": 562.8, "b": 423.84 }, "text": "OUTLET STRUCTURE DETAIL #18", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.46", "order": 199, "type": "footnote", "bbox": { "l": 616.32, "t": 431.04, "r": 651.12, "b": 424.32 }, "text": "ORIFICE PLATE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.47", "order": 200, "type": "footnote", "bbox": { "l": 696.24, "t": 430.32, "r": 730.8, "b": 425.28 }, "text": "As-built requirements:", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.48", "order": 201, "type": "footnote", "bbox": { "l": 486, "t": 423.12, "r": 500.88, "b": 418.56 }, "text": "N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.49", "order": 202, "type": "footnote", "bbox": { "l": 435.84, "t": 374.64, "r": 504.24, "b": 364.32 }, "text": "NOTED: ALL MUMBERS REPRESENT NICKEN ULLING OTHERWISE SPECIFIED. MEOR OR WATTAGS TO THE ABOVE OMEENING ARE ACCEPTABLE WITH THE EXCEPTION OF THE BOARD CHANGER DEMERCO", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.50", "order": 203, "type": "footnote", "bbox": { "l": 82.32, "t": 329.28, "r": 147.6, "b": 321.12 }, "text": "IF PRECAST FLUSH WITH WALL — & BASE OR FOOTING EXTENSION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.51", "order": 204, "type": "footnote", "bbox": { "l": 159.84, "t": 303.84, "r": 263.76, "b": 289.44 }, "text": "STANDARD DETAIL-TYPE \"E\" INLET N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.52", "order": 205, "type": "footnote", "bbox": { "l": 1066.8, "t": 274.8, "r": 1142.64, "b": 266.64 }, "text": "JNDERSIDE OF COVER", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.53", "order": 206, "type": "footnote", "bbox": { "l": 572.4, "t": 232.32, "r": 611.52, "b": 225.6 }, "text": "GENERAL NOTES", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.54", "order": 207, "type": "footnote", "bbox": { "l": 570, "t": 229.68, "r": 669.84, "b": 173.52 }, "text": "1. FOOTER TO BE NJD CLASS \"B\" CONCRETE.\n2. INVERT TO BE CLASS \"B\" CONCRETE.\n3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2\" THICK CEMENT PLASTER.\n4. FRAME AND GRATE TO BE NO. 2816 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.\n5. PROVIDE 3/4\" DIA. WILL LADDER RUNGS, 12\" O.C. WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH AT 8'-0\" MEASURED FROM THE INLET GUTTER TO INVERT, SHALL BE 12\" THICK. THE FOUNDATION DIMENSION SHALL BE INCREASED 12\" IN WOTH AND TO 12\" IN DEPTH.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.55", "order": 208, "type": "footnote", "bbox": { "l": 756.48, "t": 228.72, "r": 805.44, "b": 216.96 }, "text": "FOUNDATION AND INVERT TO BE CONSTRUCTED IN TWO STAGES", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.56", "order": 209, "type": "footnote", "bbox": { "l": 540.24, "t": 220.56, "r": 547.92, "b": 208.08 }, "text": "；", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.57", "order": 210, "type": "footnote", "bbox": { "l": 937.68, "t": 199.68, "r": 1123.68, "b": 192 }, "text": "STANDARD DRAINAGE MANHOLE FRAME AND COVER", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.58", "order": 211, "type": "footnote", "bbox": { "l": 96.24, "t": 168, "r": 240.24, "b": 148.08 }, "text": "1. MATERIAL: GRAY CAST IRON A.S.T.M. A48-B3, CLASS J08;\n2. IN: YOFT SITUATIONS THIS CURB PLACE (HEAD) WILL FIT EXISTING CAMPBELL FOUNDARY CO.\nMANUFACTURED CURB INLETS FOR N.L.D.G.T. TYPES B, B-1, B-2, D, D-1 AND D-2;\n3. NAMEPLATE MESSAGE CAN BE MODIFIED TO YOUR SPECIFIC NEEDS WITHIN AREA SHOWN;\n4. CASTINGS SUPPLIED WITHOUT SURFACE COATING.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.59", "order": 212, "type": "footnote", "bbox": { "l": 116.64, "t": 144.24, "r": 221.28, "b": 135.36 }, "text": "ECO DESIGNED CATCH BASIN DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p13.60", "order": 213, "type": "footer", "bbox": { "l": 481.92, "t": 51.84, "r": 615.12, "b": 43.68 }, "text": "DOUBLE 'B' INLET DETAIL <#9>", "attrs": { "block_label": "figure_title" } }, { "id": "p13.61", "order": 214, "type": "footer", "bbox": { "l": 528.72, "t": 42.96, "r": 562.56, "b": 37.44 }, "text": "NOT TO SCALE", "attrs": { "block_label": "figure_title" } }, { "id": "p13.62", "order": 215, "type": "footer", "bbox": { "l": 323.52, "t": 41.76, "r": 359.04, "b": 35.52 }, "text": "ORIFICE PLATE", "attrs": { "block_label": "vision_footnote" } } ], "excluded_furniture": { "first": [], "last": [] } }