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"order": 37, "type": "figure", "bbox": { "l": 69.3, "t": 603, "r": 480.3, "b": 262.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p19.25", "order": 38, "type": "figure", "bbox": { "l": 1328.1, "t": 598.8, "r": 1779.9, "b": 389.1 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p19.26", "order": 39, "type": "figure", "bbox": { "l": 2083.8, "t": 586.8, "r": 2489.7, "b": 444.9 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p19.26.1", "order": 40, "type": "text", "bbox": { "l": 2094, "t": 512.1, "r": 2360.1, "b": 460.5 }, "text": "SOIL STABILIZATION\nFABRIC (MARIFI 600X\nOR APPR'D EQUAL)\nTYPE 5 CLASS \"A\" BASE\nDENSE GRADED SUBBASE — (QUARRY PROCESS STONE)" }, { "id": "p19.26.2", "order": 41, "type": "caption", "bbox": { "l": 2314.8, "t": 510.3, "r": 2358.9, "b": 494.4 }, "text": "8\" THICK (MINIMUM)", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p19.27", "order": 42, "type": "figure", "bbox": { "l": 991.5, "t": 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"cells_flagged": 0 } }, "children": [ { "id": "p19.29.1", "order": 47, "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": "p19.29.2", "order": 48, "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": "p19.29.3", "order": 49, "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": "p19.29.4", "order": 50, "type": "table_cell", "bbox": { "l": 2150.78, "t": 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"colspan": 1, "bbox_refit": true } }, { "id": "p19.29.8", "order": 54, "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 } } ] }, { "id": "p19.30", "order": 55, "type": "caption", "bbox": { "l": 1611.3, "t": 392.7, "r": 1645.5, "b": 374.7 }, "text": "PLAN", "attrs": { "block_label": "figure_title" } }, { "id": "p19.31", "order": 56, "type": "figure", "bbox": { "l": 1482.9, "t": 375.6, "r": 1770.9, "b": 157.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p19.32", "order": 57, "type": "figure", "bbox": { "l": 1813.2, "t": 366, "r": 2054.7, "b": 169.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p19.33", "order": 58, "type": "figure", "bbox": { "l": 544.2, "t": 341.4, "r": 878.1, "b": 193.5 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p19.34", "order": 59, "type": "heading", "bbox": { "l": 974.1, "t": 273, "r": 1152.9, "b": 261.9 }, "text": "* CLASS I BACKFILL REQUIRED AROUND 60\" DIAMETER FITTINGS", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p19.35", "order": 60, "type": "text", "bbox": { "l": 978.6, "t": 260.4, "r": 1155, "b": 250.8 }, "text": "LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED" }, { "id": "p19.36", "order": 61, "type": "text", "bbox": { "l": 978, "t": 252, "r": 1161, "b": 238.2 }, "text": "IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER." }, { "id": "p19.37", "order": 62, "type": "text", "bbox": { "l": 87.9, "t": 244.2, "r": 499.8, "b": 207.3 }, "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": "p19.38", "order": 63, "type": "figure", "bbox": { "l": 1182.3, "t": 219.6, "r": 1352.7, "b": 185.7 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p19.39", "order": 64, "type": "figure", "bbox": { "l": 165.6, "t": 188.7, "r": 422.7, "b": 107.1 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p19.40", "order": 65, "type": "heading", "bbox": { "l": 624, "t": 178.5, "r": 880.5, "b": 147.9 }, "text": "OUTLET CONTROL STRUCTURE 2\nNOT TO SCALE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p19.41", "order": 66, "type": "figure", "bbox": { "l": 2083.2, "t": 169.8, "r": 2270.7, "b": 57.9 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "21 S HOPE CHAPEL ROAD, UNIT 206\nJACKSON, NEW JERSEY 08527\nPH.(732) 806-7541 F.(732) 806-7439\nOFFICE@HALERCONSULTING.COM\nCOA 24GA28321300" } }, { "id": "p19.42", "order": 67, "type": "figure", "bbox": { "l": 2280.6, "t": 163.8, "r": 2533.8, "b": 58.5 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "22-130\nSCALE\nAS SHOWN\nDATE\n01-22-2024\nERIC HALPERT\nSHEET NO.\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488\n19 of 19" } }, { "id": "p19.43", "order": 68, "type": "caption", "bbox": { "l": 1663.8, "t": 142.5, "r": 1905.3, "b": 114 }, "text": "OUTLET CONTROL STRUCTURE\nNOT TO SCALE", "attrs": { "block_label": "figure_title" } }, { "id": "p19.44", "order": 69, "type": "footnote", "bbox": { "l": 1000.2, "t": 1514.7, "r": 1051.8, "b": 1491.9 }, "text": "EXCAVATION TRENCH", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.45", "order": 70, "type": "footnote", "bbox": { "l": 1554, "t": 1475.1, "r": 1731, "b": 1446 }, "text": "* CLASS I OR II MATERIAL\nPLACED AND COMPACTED IN SUITABLE ACCORDANCE WITH FOUNDATION ASTM D2321 IN PIPE ZONE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.46", "order": 71, "type": "footnote", "bbox": { "l": 2376, "t": 1426.8, "r": 2472, "b": 1406.1 }, "text": "4640 TRUEMAN BLVD\nHILLIARD, OHIO 43026", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.47", "order": 72, "type": "footnote", "bbox": { "l": 1549.8, "t": 1421.1, "r": 1573.5, "b": 1410.3 }, "text": "NOTES:", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.48", "order": 73, "type": "footnote", "bbox": { "l": 965.4, "t": 1405.8, "r": 1051.5, "b": 1391.4 }, "text": "36\" HDPE PERF PIPE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.49", "order": 74, "type": "footnote", "bbox": { "l": 1977.3, "t": 1357.5, "r": 2075.7, "b": 1340.4 }, "text": "NOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.50", "order": 75, "type": "footnote", "bbox": { "l": 424.8, "t": 1348.5, "r": 739.2, "b": 1286.4 }, "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 IN LETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.51", "order": 76, "type": "footnote", "bbox": { "l": 253.5, "t": 1283.1, "r": 355.8, "b": 1269.6 }, "text": "NOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.52", "order": 77, "type": "footnote", "bbox": { "l": 1549.2, "t": 1252.8, "r": 1841.4, "b": 1215 }, "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.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.53", "order": 78, "type": "footnote", "bbox": { "l": 997.2, "t": 1172.4, "r": 1014.9, "b": 1153.8 }, "text": "▲", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.54", "order": 79, "type": "footnote", "bbox": { "l": 1775.4, "t": 1053.6, "r": 1897.8, "b": 1022.4 }, "text": "24\" DRAIN BASIN RISER", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.55", "order": 80, "type": "footnote", "bbox": { "l": 1401.6, "t": 1038.6, "r": 1497.9, "b": 1024.5 }, "text": "(3) #6 CONTINUOUS—", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.56", "order": 81, "type": "footnote", "bbox": { "l": 1584.6, "t": 1018.5, "r": 1723.5, "b": 989.1 }, "text": "PERFORATE RISER\nINV. OUT 116.01", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.57", "order": 82, "type": "footnote", "bbox": { "l": 967.2, "t": 887.1, "r": 1022.7, "b": 873 }, "text": "d50= 6\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.58", "order": 83, "type": "footnote", "bbox": { "l": 1326.9, "t": 876.3, "r": 1558.8, "b": 843.6 }, "text": "PIPE WALL PENETRATION\nNOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.59", "order": 84, "type": "footnote", "bbox": { "l": 54.3, "t": 860.7, "r": 281.1, "b": 830.7 }, "text": "RISER 1 INV. OUT 116.01 12\" PIPE-RISER 2 INV. OUT 116.50 12\" PIPE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.60", "order": 85, "type": "footnote", "bbox": { "l": 100.5, "t": 818.4, "r": 274.2, "b": 784.5 }, "text": "1 - 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 WRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC.\n4 - PERFORATIONS CANNOT BE INSTALLED IN 36\" BASIN REDUCING CON", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.61", "order": 86, "type": "footnote", "bbox": { "l": 592.5, "t": 698.1, "r": 732.6, "b": 678.9 }, "text": "'ER OPENING AS REQUIRE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.62", "order": 87, "type": "footnote", "bbox": { "l": 975.3, "t": 686.7, "r": 1314.6, "b": 657.3 }, "text": "UNDERGROUND BASIN — PLAN VIEW\nNOT TO SCALE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.63", "order": 88, "type": "footnote", "bbox": { "l": 570.6, "t": 672.9, "r": 861.9, "b": 639.3 }, "text": "3 (H) SEE RIP-RAP DETAIL FOR—APRON SIZING (TYP.)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.64", "order": 89, "type": "footnote", "bbox": { "l": 950.7, "t": 637.2, "r": 1049.1, "b": 615.3 }, "text": "-RIPRAP 12\" THICK APRON", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.65", "order": 90, "type": "footnote", "bbox": { "l": 1374.3, "t": 597.6, "r": 1600.2, "b": 567 }, "text": "* CLASS I OR II MATERIAL PER ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8\" LOOSE LIFTS TO 95 % MIN. OF MAX. SPD", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.66", "order": 91, "type": "footnote", "bbox": { "l": 887.7, "t": 541.2, "r": 973.5, "b": 511.8 }, "text": "FILTER FABRIC\nINSTALL BENEATH\nAPPRON STONE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.67", "order": 92, "type": "footnote", "bbox": { "l": 1836.6, "t": 527.1, "r": 2015.7, "b": 399.3 }, "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.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.68", "order": 93, "type": "footnote", "bbox": { "l": 995.1, "t": 505.8, "r": 1286.4, "b": 477.6 }, "text": "* CLASS I OR II MATERIAL PER ___ BEDDING (CLASS I OR II MATERIAL)\nASTM D2321, LATEST EDITION, = 4\" MIN. FOR 12\" – 24\" HDPE PIPE ___\nCOMPACTED IN MAX. 8\" LOOSE = 6\" MIN. FOR 30\"–60\" HDPE PIPE\nLIFTS TO 95 % MIN. OF MAX. SPD", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.69", "order": 94, "type": "footnote", "bbox": { "l": 552.9, "t": 504, "r": 948.3, "b": 462.6 }, "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": "p19.70", "order": 95, "type": "footnote", "bbox": { "l": 1140, "t": 477, "r": 1185.3, "b": 467.1 }, "text": "SECTION A-A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.71", "order": 96, "type": "footnote", "bbox": { "l": 2083.5, "t": 452.7, "r": 2482.8, "b": 433.5 }, "text": "BASIN STABILIZED ACCESS ROAD DETAIL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.72", "order": 97, "type": "footnote", "bbox": { "l": 717, "t": 427.8, "r": 776.1, "b": 416.7 }, "text": "SCALE: N.T.S.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.73", "order": 98, "type": "footnote", "bbox": { "l": 249.3, "t": 393, "r": 319.2, "b": 378.6 }, "text": "PLAN VIEW", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.74", "order": 99, "type": "footnote", "bbox": { "l": 1968, "t": 367.5, "r": 2017.5, "b": 356.7 }, "text": "GRATE=118.40", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.75", "order": 100, "type": "footnote", "bbox": { "l": 1000.8, "t": 321.3, "r": 1281.3, "b": 293.1 }, "text": "CLASS I OR II MATERIAL PER BEDDING (CLASS I OR II MATERIAL)\nASTM D2321, LATEST EDITION, = 4\" MIN. FOR 12\" – 24\" HDPE PIPE\nCOMPACTED IN MAX. 8\" LOOSE = 6\" MIN. FOR 30\"–60\" HDPE PIPE\nLIFTS TO 95 % MIN. OF MAX. SPD", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.76", "order": 101, "type": "footnote", "bbox": { "l": 1140.6, "t": 292.5, "r": 1185.6, "b": 280.5 }, "text": "SECTION B-B", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.77", "order": 102, "type": "footnote", "bbox": { "l": 243.9, "t": 282.3, "r": 330.3, "b": 268.8 }, "text": "SECTION A-A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.78", "order": 103, "type": "footnote", "bbox": { "l": 97.5, "t": 261.6, "r": 428.1, "b": 250.5 }, "text": "FOR DESIGN INFORMATION, DIMENSIONS AND RIP RAP SIZE SEE CHART BELOW.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.79", "order": 104, "type": "footnote", "bbox": { "l": 85.8, "t": 199.8, "r": 495.6, "b": 189.9 }, "text": "3. TAILWATER (TW) IS BASED UPON 0.2 x do OR SURFACE WATER ELEVATION, WHICHEVER IS HIGH", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.80", "order": 105, "type": "footnote", "bbox": { "l": 1589.7, "t": 170.1, "r": 1662.9, "b": 156.6 }, "text": "SECTION A-A", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.81", "order": 106, "type": "footnote", "bbox": { "l": 1869.3, "t": 168.3, "r": 1939.8, "b": 156.3 }, "text": "SECTION B-B", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.82", "order": 107, "type": "footer", "bbox": { "l": 160.5, "t": 103.8, "r": 438.6, "b": 88.2 }, "text": "SCOUR HOLE OUTLET PROTECTION", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.83", "order": 108, "type": "footer", "bbox": { "l": 2333.7, "t": 94.8, "r": 2410.8, "b": 83.1 }, "text": "ERIC HALPERT", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.84", "order": 109, "type": "footer", "bbox": { "l": 2283.9, "t": 91.2, "r": 2462.4, "b": 58.8 }, "text": "ERIC HALPERI\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.85", "order": 110, "type": "footer", "bbox": { "l": 272.7, "t": 83.4, "r": 296.7, "b": 73.2 }, "text": "N.T.S.", "attrs": { "block_label": "number" } }, { "id": "p19.86", "order": 111, "type": "footer", "bbox": { "l": 2145, "t": 66.3, "r": 2213.7, "b": 56.4 }, "text": "COA 24GA28321300", "attrs": { "block_label": "vision_footnote" } }, { "id": "p19.87", "order": 112, "type": "footer", "bbox": { "l": 2490, "t": 66, "r": 2536.2, "b": 54 }, "text": "19 of 19", "attrs": { "block_label": "vision_footnote" } } ], "excluded_furniture": { "first": [], "last": [] } }