{ "document_id": 10816, "page": 7, "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": 73, "counts_by_type": { "caption": 2, "figure": 2, "heading": 2, "table": 3, "table_cell": 58, "text": 6 }, "build_ms": 2, "items": [ { "id": "p7.1", "order": 1, "type": "figure", "bbox": { "l": 71.04, "t": 761.76, "r": 1136.16, "b": 138.24 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p7.2", "order": 2, "type": "caption", "bbox": { "l": 68.4, "t": 215.52, "r": 83.76, "b": 34.8 }, "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": "figure_title" } }, { "id": "p7.3", "order": 3, "type": "text", "bbox": { "l": 906.96, "t": 208.08, "r": 1141.44, "b": 196.56 }, "text": "PARTY RESPONSIBLE FOR MAINTENANCE OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES. 330 WHITESVILLE ROAD LLC" }, { "id": "p7.4", "order": 4, "type": "text", "bbox": { "l": 908.16, "t": 195.84, "r": 942.96, "b": 190.32 }, "text": "79 ROUTE 520" }, { "id": "p7.5", "order": 5, "type": "text", "bbox": { "l": 906.72, "t": 191.52, "r": 963.12, "b": 186 }, "text": "ENGLISHTOWN, NJ 07726" }, { "id": "p7.6", "order": 6, "type": "heading", "bbox": { "l": 926.4, "t": 176.88, "r": 942.72, "b": 170.4 }, "text": "NOTE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p7.7", "order": 7, "type": "text", "bbox": { "l": 925.44, "t": 169.92, "r": 1143.36, "b": 158.64 }, "text": "Improvements as shown on Block 22301 (Formerly Block 54), Lot 1 are taken from approved plan entitled \"Grading and Utility Plan\", designed by Challoner & Magno Engineering, dated 1/22/03. latest revised 3/23/04." }, { "id": "p7.8", "order": 8, "type": "figure", "bbox": { "l": 498, "t": 141.84, "r": 664.32, "b": 100.56 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p7.8.1", "order": 9, "type": "heading", "bbox": { "l": 553.44, "t": 141.36, "r": 613.68, "b": 134.4 }, "text": "GRAPHic SCALE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p7.8.2", "order": 10, "type": "text", "bbox": { "l": 562.8, "t": 112.56, "r": 603.36, "b": 102 }, "text": "(IN FEET)\n1 inch = 30 ft." } ] }, { "id": "p7.9", "order": 11, "type": "table", "bbox": { "l": 684.96, "t": 137.04, "r": 1151.76, "b": 32.64 }, "text": "", "attrs": { "block_label": "table", "n_rows": 12, "n_cols": 8 }, "children": [ { "id": "p7.9.1", "order": 12, "type": "table_cell", "bbox": { "l": 684.96, "t": 137.04, "r": 743.31, "b": 119.64 }, "text": "DATE", "attrs": { "row": 0, "col": 0, "rowspan": 2, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p7.9.2", "order": 13, "type": "table_cell", "bbox": { "l": 743.31, "t": 137.04, "r": 801.66, "b": 119.64 }, "text": "REVISION", "attrs": { "row": 0, "col": 1, "rowspan": 2, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p7.9.3", "order": 14, "type": "table_cell", "bbox": { "l": 801.66, "t": 137.04, "r": 1035.06, "b": 128.34 }, "text": "STUART CHALLONER, P.E.", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 4, "column_header": true, "header_source": "heuristic" } }, { "id": "p7.9.4", "order": 15, "type": "table_cell", "bbox": { "l": 1035.06, "t": 137.04, "r": 1151.76, "b": 128.34 }, "text": "SOIL EROSION & SEDIMENT CONTROL PLAN", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 2, "column_header": true, "header_source": "heuristic" } }, { "id": "p7.9.5", "order": 16, "type": "table_cell", "bbox": { "l": 801.66, "t": 128.34, "r": 1035.06, "b": 119.64 }, "text": "PROFESSIONAL ENGINEER N.J. 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"type": "table_cell", "bbox": { "l": 918.36, "t": 50.04, "r": 976.71, "b": 41.34 }, "text": "Drawn By:", "attrs": { "row": 10, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.37", "order": 48, "type": "table_cell", "bbox": { "l": 976.71, "t": 50.04, "r": 1035.06, "b": 41.34 }, "text": "Checked By:", "attrs": { "row": 10, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.38", "order": 49, "type": "table_cell", "bbox": { "l": 1035.06, "t": 50.04, "r": 1093.41, "b": 41.34 }, "text": "File No.:", "attrs": { "row": 10, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.39", "order": 50, "type": "table_cell", "bbox": { "l": 1093.41, "t": 50.04, "r": 1151.76, "b": 41.34 }, "text": "Field Book:", "attrs": { "row": 10, "col": 7, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.40", "order": 51, "type": "table_cell", "bbox": { "l": 684.96, "t": 41.34, "r": 743.31, "b": 32.64 }, "text": "03/04/08", "attrs": { "row": 11, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.41", "order": 52, "type": "table_cell", "bbox": { "l": 743.31, "t": 41.34, "r": 801.66, "b": 32.64 }, "text": "REVISED PER PINELANDS COMMENTS", "attrs": { "row": 11, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.42", "order": 53, "type": "table_cell", "bbox": { "l": 801.66, "t": 41.34, "r": 860.01, "b": 32.64 }, "text": "MARCH 30, 2007", "attrs": { "row": 11, "col": 2, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.43", "order": 54, "type": "table_cell", "bbox": { "l": 860.01, "t": 41.34, "r": 918.36, "b": 32.64 }, "text": "1\"=30'", "attrs": { "row": 11, "col": 3, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.44", "order": 55, "type": "table_cell", "bbox": { "l": 918.36, "t": 41.34, "r": 976.71, "b": 32.64 }, "text": "B.F.G.", "attrs": { "row": 11, "col": 4, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.45", "order": 56, "type": "table_cell", "bbox": { "l": 976.71, "t": 41.34, "r": 1035.06, "b": 32.64 }, "text": "S.C.C.", "attrs": { "row": 11, "col": 5, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.46", "order": 57, "type": "table_cell", "bbox": { "l": 1035.06, "t": 41.34, "r": 1093.41, "b": 32.64 }, "text": "06015", "attrs": { "row": 11, "col": 6, "rowspan": 1, "colspan": 1 } }, { "id": "p7.9.47", "order": 58, "type": "table_cell", "bbox": { "l": 1093.41, "t": 41.34, "r": 1151.76, "b": 32.64 }, "text": "Sheet No.: 7 of 18", "attrs": { "row": 11, "col": 7, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p7.10", "order": 59, "type": "caption", "bbox": { "l": 102.72, "t": 95.52, "r": 204.24, "b": 86.88 }, "text": "PRIOR TO ANY EXCAVATION, CONTRACTOR TO CALL 1-800-272-1000 FOR UTILITY MARKOUT.", "attrs": { "block_label": "figure_title" } }, { "id": "p7.11", "order": 60, "type": "table", "bbox": { "l": 104.64, "t": 84, "r": 237.36, "b": 43.92 }, "text": "", "attrs": { "block_label": "table", "n_rows": 1, "n_cols": 1 }, "children": [ { "id": "p7.11.1", "order": 61, "type": "table_cell", "bbox": { "l": 104.64, "t": 84, "r": 237.36, "b": 43.92 }, "text": "Existing utility information shown herein has been collected from various sources and is not guaranteed as to accuracy or completeness. The contractor shall verify all information to his satisfaction prior to excavation. Where existing utilities are to be crossed by proposed construction, test pits shall be dug by the contractor prior to construction. To ascertain existing inverts, materials, and sizes, test pit information shall be given to the engineer prior to construction to permit adjustment as required to avoid conflicts.", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p7.12", "order": 62, "type": "table", "bbox": { "l": 541.44, "t": 75.12, "r": 685.2, "b": 32.4 }, "text": "", "attrs": { "block_label": "table", "n_rows": 5, "n_cols": 2 }, "children": [ { "id": "p7.12.1", "order": 63, "type": "table_cell", "bbox": { "l": 541.44, "t": 75.12, "r": 613.32, "b": 66.576 }, "text": "DATE", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p7.12.2", "order": 64, "type": "table_cell", "bbox": { "l": 613.32, "t": 75.12, "r": 685.2, "b": 66.576 }, "text": "REVISION", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p7.12.3", "order": 65, "type": "table_cell", "bbox": { "l": 541.44, "t": 66.576, "r": 613.32, "b": 58.032 }, "text": "", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p7.12.4", "order": 66, "type": "table_cell", "bbox": { "l": 613.32, "t": 66.576, "r": 685.2, "b": 58.032 }, "text": "", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p7.12.5", "order": 67, "type": "table_cell", "bbox": { "l": 541.44, "t": 58.032, "r": 613.32, "b": 49.488 }, "text": "06/11/2025", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p7.12.6", "order": 68, "type": "table_cell", "bbox": { "l": 613.32, "t": 58.032, "r": 685.2, "b": 49.488 }, "text": "PER SOIL CONSERVATION COMMENTS", "attrs": { "row": 2, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p7.12.7", "order": 69, "type": "table_cell", "bbox": { "l": 541.44, "t": 49.488, "r": 613.32, "b": 40.944 }, "text": "04/28/2025", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p7.12.8", "order": 70, "type": "table_cell", "bbox": { "l": 613.32, "t": 49.488, "r": 685.2, "b": 40.944 }, "text": "PER SOIL CONSERVATION COMMENTS", "attrs": { "row": 3, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p7.12.9", "order": 71, "type": "table_cell", "bbox": { "l": 541.44, "t": 40.944, "r": 613.32, "b": 32.4 }, "text": "12/01/2023", "attrs": { "row": 4, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p7.12.10", "order": 72, "type": "table_cell", "bbox": { "l": 613.32, "t": 40.944, "r": 685.2, "b": 32.4 }, "text": "PER SOIL CONSERVATION COMMENTS", "attrs": { "row": 4, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p7.13", "order": 73, "type": "text", "bbox": { "l": 245.76, "t": 66.24, "r": 479.04, "b": 46.08 }, "text": "THIS PLAN TO BE USED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY." } ], "excluded_furniture": { "first": [], "last": [] } }