{ "document_id": 12173, "page": 11, "width_pt": 2592, "height_pt": 1728, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 12284, "item_count": 36, "counts_by_type": { "caption": 1, "figure": 5, "footer": 1, "formula": 1, "header": 1, "heading": 2, "text": 25 }, "build_ms": 4, "items": [ { "id": "p11.1", "order": 1, "type": "header", "bbox": { "l": 801.9, "t": 125.7, "r": 877.8, "b": 114 }, "text": "NOT TO SCALE", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p11.2", "order": 2, "type": "figure", "bbox": { "l": 100.2, "t": 1632, "r": 1435.5, "b": 1140.9 }, "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." }, "children": [ { "id": "p11.2.1", "order": 3, "type": "text", "bbox": { "l": 1141.8, "t": 1475.4, "r": 1216.2, "b": 1452 }, "text": "EXCAVATION TRENCH" }, { "id": "p11.2.2", "order": 4, "type": "text", "bbox": { "l": 109.2, "t": 1475.1, "r": 213.3, "b": 1446.9 }, "text": "[p11.2.2.1] CLASS I OR II MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH ASTM D2321 IN PIPE ZONE", "children": [ { "id": "p11.2.2.1", "order": 5, "type": "formula", "bbox": { "l": 109.2, "t": 1475.1, "r": 213.3, "b": 1446.9 }, "text": "^{*}", "attrs": { "latex": "^{*}", "inline": true, "text_offset": 0, "text_span": 11, "bbox_estimated": true, "notation": "latex", "alt": "to the power of *", "mathml": "*" } } ] }, { "id": "p11.2.3", "order": 6, "type": "text", "bbox": { "l": 1104.9, "t": 1434, "r": 1231.5, "b": 1417.8 }, "text": "36\" HDPE PERF PIPE" }, { "id": "p11.2.4", "order": 7, "type": "heading", "bbox": { "l": 104.1, "t": 1424.4, "r": 128.7, "b": 1414.8 }, "text": "NOTES:", "level": 3 }, { "id": "p11.2.5", "order": 8, "type": "text", "bbox": { "l": 100.2, "t": 1415.4, "r": 388.5, "b": 1220.4 }, "text": "1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 \"STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS\", LATEST EDITION.\n2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES.\n3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321.\n4. 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.\n5. 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); (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 RETENTION/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 FLOATION. 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" }, { "id": "p11.2.6", "order": 9, "type": "text", "bbox": { "l": 928.8, "t": 1199.4, "r": 1027.2, "b": 1173.3 }, "text": "4640 TRUEMAN BLVD\nHILLIARD, OHIO 43026" } ] }, { "id": "p11.3", "order": 10, "type": "text", "bbox": { "l": 399.3, "t": 1144.5, "r": 762.9, "b": 1112.4 }, "text": "UNDERGROUND BASIN — SECTION VIEW NOT TO SCALE" }, { "id": "p11.4", "order": 11, "type": "text", "bbox": { "l": 1166.4, "t": 1122.6, "r": 1501.5, "b": 1102.5 }, "text": "UNDERGROUND BASIN — PLAN VIEW" }, { "id": "p11.5", "order": 12, "type": "text", "bbox": { "l": 1282.5, "t": 1101.9, "r": 1380.6, "b": 1087.2 }, "text": "NOT TO SCALE" }, { "id": "p11.6", "order": 13, "type": "figure", "bbox": { "l": 813.3, "t": 1053, "r": 1460.1, "b": 691.8 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "OUTLET CONTROL STRUCTURE 1" } }, { "id": "p11.7", "order": 14, "type": "text", "bbox": { "l": 805.8, "t": 755.7, "r": 1124.4, "b": 672.9 }, "text": "CLASS I OR II MATERIAL PER\nASTM D2321, LATEST EDITION,\nCOMPACTED IN MAX. 8\" LOOSE\nLIFTS TO 95 % MIN. OF MAX. SPD\nBEDDING (CLASS I OR II MATERIAL)\n= 4\" MIN. FOR 12\" - 24\" HDPE PIPE\n= 6\" MIN. FOR 30\"–60\" HDPE PIPE\nSECTION B-B\n* 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." }, { "id": "p11.8", "order": 15, "type": "figure", "bbox": { "l": 1686.6, "t": 1064.1, "r": 2361, "b": 827.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "OWNER/APPLICANT: 922\n640\nHALER CONSULTING\nJACKSON N ,\nPH.(732 3 ) 51-2583 F.(732 8 )\nPROFESSIONAL ENGINEERING SERVICES OFF C I E@HALERCONSULT\nERIC HALPERT, PROFESSIONAL ENGINEER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO." } }, { "id": "p11.9", "order": 16, "type": "heading", "bbox": { "l": 1641.9, "t": 753.6, "r": 1670.1, "b": 742.5 }, "text": "NOTE:", "level": 3 }, { "id": "p11.10", "order": 17, "type": "text", "bbox": { "l": 1662, "t": 738.9, "r": 1816.5, "b": 726 }, "text": "←→ = DIRECTION OF RUNOFF" }, { "id": "p11.11", "order": 18, "type": "text", "bbox": { "l": 1807.5, "t": 717.3, "r": 2214.3, "b": 698.1 }, "text": "SMALL SCALE SURFACE INFILTRATION BASIN" }, { "id": "p11.12", "order": 19, "type": "text", "bbox": { "l": 1956, "t": 698.1, "r": 2055.3, "b": 684 }, "text": "NOT TO SCALE" }, { "id": "p11.13", "order": 20, "type": "text", "bbox": { "l": 1017.6, "t": 656.4, "r": 1180.8, "b": 622.5 }, "text": "CLEANOUT DETAIL\nNOT TO SCALE" }, { "id": "p11.14", "order": 21, "type": "figure", "bbox": { "l": 613.8, "t": 537, "r": 1197.9, "b": 156.6 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p11.14.1", "order": 22, "type": "text", "bbox": { "l": 963, "t": 526.2, "r": 1150.2, "b": 402 }, "text": "GENERAL NOTES:\n1. ALL CONCRETE TO BE CLASS B 4,500 P.S.I.\n2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH ½\" THICK CEMENT PLASTER. INLET FRAME SHALL BE SECURELY GROUTED IN PLACE.\n3. FRAME & GRATE TO BE CAMPBELL-FOUNDRY No. 3440 OR APPROVED EQUAL.\n4. PROVIDE 7/8\" DIA. ALUMINUM LADDER RUNGS, 12\" O.C. AS NECESSARY.\n5. ALL PRECAST STRUCTURES TO RECIEVE BITUMASTIC TAR COAT OUTSIDE ONLY." }, { "id": "p11.14.2", "order": 23, "type": "caption", "bbox": { "l": 746.1, "t": 401.4, "r": 784.2, "b": 375.9 }, "text": "E\nPLAN", "attrs": { "block_label": "figure_title" } }, { "id": "p11.14.3", "order": 24, "type": "text", "bbox": { "l": 1098, "t": 368.7, "r": 1150.2, "b": 358.5 }, "text": "GRATE=171.40" }, { "id": "p11.14.4", "order": 25, "type": "text", "bbox": { "l": 970.2, "t": 201.3, "r": 1114.8, "b": 178.8 }, "text": "4'−0\"\n6' 0\"" }, { "id": "p11.14.5", "order": 26, "type": "text", "bbox": { "l": 1002, "t": 171, "r": 1074.3, "b": 156.6 }, "text": "SECTION B-B" }, { "id": "p11.14.6", "order": 27, "type": "text", "bbox": { "l": 723.3, "t": 170.4, "r": 796.8, "b": 157.5 }, "text": "SECTION A-A" } ] }, { "id": "p11.15", "order": 28, "type": "text", "bbox": { "l": 802.5, "t": 141.9, "r": 1047, "b": 126 }, "text": "OUTLET CONTROL STRUCTURE 1" }, { "id": "p11.16", "order": 29, "type": "figure", "bbox": { "l": 2063.1, "t": 311.1, "r": 2552.1, "b": 61.5 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p11.16.1", "order": 30, "type": "text", "bbox": { "l": 2090.4, "t": 304.5, "r": 2454.3, "b": 144.6 }, "text": "REV. - 7-22-2024 EXPANDED CIRCULATION DRIVE\nCONSTRUCTION DETAILS\nPROPOSED HOUSE OF WORSHIP\n922 HYSON ROAD\nBLOCK 1204 LOT 34\nTOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY\nOWNED / APPLICANT. 922 HYSON LLC\nHALER CONSULTING PROFESSIONAL ENGINEERING SERVICES" }, { "id": "p11.16.2", "order": 31, "type": "text", "bbox": { "l": 2199.9, "t": 201.9, "r": 2417.7, "b": 187.5 }, "text": "OWNER/APPLICANT: 922 HYSON LLC" }, { "id": "p11.16.3", "order": 32, "type": "text", "bbox": { "l": 2321.7, "t": 182.4, "r": 2533.8, "b": 129.9 }, "text": "HALER CONSULTING\nPROFESSIONAL ENGINEERING SERVICES\nPROJECT NO.\nJACKSON, NEW JERSEY 08527\nPH.(732) 351-2583 F.(732) 806-7439\nOFFICE@HALERCONSULTING.COM\nCOA 24GA28321300" }, { "id": "p11.16.4", "order": 33, "type": "text", "bbox": { "l": 2474.1, "t": 135.3, "r": 2541.3, "b": 112.5 }, "text": "AS SHOWN\nDATE" }, { "id": "p11.16.5", "order": 34, "type": "text", "bbox": { "l": 2475.6, "t": 100.8, "r": 2540.7, "b": 81.9 }, "text": "03-29-2024" }, { "id": "p11.16.6", "order": 35, "type": "text", "bbox": { "l": 2120.7, "t": 83.4, "r": 2449.2, "b": 59.4 }, "text": "ERIC HALPERT, PROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488" } ] }, { "id": "p11.17", "order": 36, "type": "footer", "bbox": { "l": 2493, "t": 69.6, "r": 2521.8, "b": 57.3 }, "text": "C801", "attrs": { "block_label": "number" } } ], "excluded_furniture": { "first": [], "last": [] } }