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TOP DIAMETER", "attrs": { "block_label": "figure_title" }, "level": 2 }, { "id": "p10.3", "order": 3, "type": "header", "bbox": { "l": 325.8, "t": 1671.6, "r": 541.5, "b": 1657.2 }, "text": "BITUMINOUS EXPANSION JOINTS 20 FT ON CENTER", "attrs": { "block_label": "figure_title" }, "level": 2 }, { "id": "p10.4", "order": 4, "type": "header", "bbox": { "l": 1852.8, "t": 1670.7, "r": 2066.1, "b": 1640.4 }, "text": "WITH TOP & BOTTOM RAIL\nMODEL: PERMAFUSED II COMMERCIAL 8 GAUGE,\n2\" MESH VINY COATED FENCE", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p10.5", "order": 5, "type": "header", "bbox": { "l": 1262.7, "t": 1661.7, "r": 1349.1, "b": 1642.2 }, "text": "COLOR SURFACE ___ SHADED AREA", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p10.6", "order": 6, "type": "header", "bbox": { "l": 1430.7, "t": 1644.9, "r": 1460.4, "b": 1626.3 }, "text": "↓", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p10.7", "order": 7, "type": "header", "bbox": { "l": 1860.9, "t": 1625.4, "r": 2018.7, "b": 1611 }, "text": "ALL RAILS TO BE HOT-DIPPED\nGAI VANIZED STEEL", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p10.8", "order": 8, "type": "header", "bbox": { "l": 1838.7, "t": 1608.9, "r": 2138.4, "b": 1584 }, "text": "FABRIC FLUSH WITH TOP OF LOOP CAP UPPER RAIL; ALL SELVAGES SPRING EXPANSION", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p10.9", "order": 9, "type": "text", "bbox": { "l": 69.9, "t": 1667.4, "r": 105.9, "b": 1416 }, "text": "THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER FIFTH-SEAS AND IN�用IN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.", "attrs": { "block_label": "aside_text" } }, { "id": "p10.10", "order": 10, "type": "text", "bbox": { "l": 81.3, "t": 111, "r": 99.6, "b": 35.7 }, "text": "KRISTIN 1/22/24\nH:\\PROJECTS\\3236", "attrs": { "block_label": "aside_text" } }, { "id": "p10.11", "order": 11, "type": "heading", "bbox": { "l": 1854.3, "t": 1681.8, "r": 2048.1, "b": 1669.5 }, "text": "BLACK VINYL WRAPPED CHAIN LINK FENCE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p10.12", "order": 12, "type": "figure", "bbox": { "l": 1616.7, "t": 1677.6, "r": 2246.7, "b": 1157.7 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "3 HOLES\n1\" DIAMETER\n4\" 2'-8\" 2'-8\" 4\"\n6'\nPLAN\n2 - #4 DEFORMED\nBEVEL\nA BARS; 5'-8\" LONG\nGROUND\n7\"\nLINE\n\" \"\n1 12 \" 12 1 1 12 \" 1 12 \" 12 1 1 12 \" 7\"\n8\" 1'-5\" 1'-4\" 1'-5\" 8\"\nA\nELEVATION SECTION A-A\nGENERAL NOTES:\n1. CONCRETE USED TO HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH\nOF 4,500 PSI.\n2. UNIT TO BE PINNED TO SURFACE WITH 3 - 3 4 \" DIAMETER STEEL RODS,\n24\" MINIMUM LENGTH.\n3. ALL BEVELS TO BE 12 \".\n4. ALL ANGLES TO BE 45°.\nCONCRETE WHEEL STOP\nNTS" }, "children": [ { "id": "p10.12.1", "order": 13, "type": "caption", "bbox": { "l": 1737, "t": 1257, "r": 1769.7, "b": 1245.3 }, "text": "NOTES:", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p10.13", "order": 14, "type": "figure", "bbox": { "l": 928.2, "t": 1676.7, "r": 1193.1, "b": 1472.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "VARIES AS\nPER LOADING\nREQUIREMENTS" } }, { "id": "p10.14", "order": 15, "type": "figure", "bbox": { "l": 1538.4, "t": 1664.7, "r": 1599.6, "b": 1642.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.15", "order": 16, "type": "figure", "bbox": { "l": 123.9, "t": 1658.1, "r": 735.6, "b": 1485.9 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "PSI NOTES:\n6 x 6- W1.4 x\n1. CURB TO BE CLASS B CONCRETE.\nW1.4 WELDED\nWIRE MESH 2. TRANSVERSE JOINTS 12 \" WIDE SHALL BE\nBE FILLED WITH PREFORMED\n1 2 1 \" DIA. STONE IN FROM FRONT FACE AND TOP OF CURB.\nBLEND QUARRY 3. EXPANSION JOINTS THRU AND ADJACENT TO\nPROCESSED PRICE BID FOR THE CURB.\nSUB BASE 4. THE DEVELOPER IS REQUIRED TO OBTAIN A\nENGINEERING DEPARTMENT PRIOR TO THE\nIMPROVEMENTS WITHIN THE RIGHT OF WAY\n5. DEVELOPER SHALL OBTAIN A LETTER OF\nENGINEER FOR THE ROAD IMPROVEMENTS\nCONCRETE APRON SECTION THE COMPLETION OF SAID IMPROVEMENTS.\nRELEASE OF ANY BOND OR OTHER FINANCIAL\nSCALE: 1\"=1'-0\" 6. ALIGNMENT & GRADE FOR CURB AND ROAD\nSHALL BE ESTABLISHED BY THE DEVELOPERS\nCOUNTY ENGINEER. STAKEOUT OF ALL" } }, { "id": "p10.16", "order": 17, "type": "figure", "bbox": { "l": 1365, "t": 1601.4, "r": 1563.6, "b": 1527 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.17", "order": 18, "type": "caption", "bbox": { "l": 376.8, "t": 1484.7, "r": 469.2, "b": 1468.2 }, "text": "PLAN VIEW", "attrs": { "block_label": "figure_title" } }, { "id": "p10.18", "order": 19, "type": "figure", "bbox": { "l": 150, "t": 1475.7, "r": 750.6, "b": 1395.6 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "MILLINGS PROFESSIONAL LAND SURVEYOR. CURB AS\nCOUNTY ENGINEER PRIOR TO ANY PAVING\nSHALL BE SUPPLIED ON A REPRODUCIBLE\n3.5\" COMPACTED\nCURB, CENTERLINE AND QUARTER CROWN\nR-BLEND\nSHALL BE SIGNED AND SEALED BY A LICENSED\nSURVEYOR AND ACCOMPANIED BY A MONUMENT\nCOMPACTED ASPHALT MILLINGS" } }, { "id": "p10.19", "order": 20, "type": "caption", "bbox": { "l": 1358.4, "t": 1450.5, "r": 1544.1, "b": 1408.2 }, "text": "DETECTABLE WARNING\nSURFACE PLAN DETAIL\n1/2\"=1'-0\"", "attrs": { "block_label": "figure_title" } }, { "id": "p10.20", "order": 21, "type": "figure", "bbox": { "l": 913.5, "t": 1444.2, "r": 1223.7, "b": 1212.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "NTS\nFACED\nINTERIOR" } }, { "id": "p10.21", "order": 22, "type": "figure", "bbox": { "l": 2271.3, "t": 1416, "r": 2555.4, "b": 1128.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENS@PDS-NJ.COM\nGRAHAM J. MACFARLANE, PE, PP,\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #6104\nGRAHAM@PDS-NJ.COM\nSTEVEN METELSKI, JR., PLS\nN.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393\nSTEVENM@PDS-NJ.COM\nWILLIAM A. STEVENS, III, P.E.,\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nPRELIMINARY & FINAL SITE PLANS" } }, { "id": "p10.22", "order": 23, "type": "figure", "bbox": { "l": 1347.3, "t": 1390.8, "r": 1530.9, "b": 1237.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.23", "order": 24, "type": "caption", "bbox": { "l": 363.3, "t": 1388.4, "r": 487.2, "b": 1370.7 }, "text": "SECTION VIEW", "attrs": { "block_label": "figure_title" } }, { "id": "p10.24", "order": 25, "type": "list", "bbox": { "l": 237.3, "t": 1358.7, "r": 586.8, "b": 1307.7 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p10.24.1", "order": 26, "type": "list_item", "bbox": { "l": 237.3, "t": 1358.7, "r": 586.8, "b": 1333.2 }, "text": "A PREFERMED EXPANSION JOINT 1/2\" THICK, 4\" WIDE, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FT. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FT, THE FULL WALK WIDTH.", "marker": "1.", "attrs": { "bbox_estimated": true } }, { "id": "p10.24.2", "order": 27, "type": "list_item", "bbox": { "l": 237.3, "t": 1333.2, "r": 586.8, "b": 1307.7 }, "text": "THERE SHALL BE A BROOM FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL.", "marker": "2.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p10.25", "order": 28, "type": "heading", "bbox": { "l": 244.2, "t": 1310.1, "r": 522, "b": 1296.3 }, "text": "3. SIDEWALK SHALL CONSIST OF 4,000 PSI CONCRETE IN 28 DAYS.", "level": 3 }, { "id": "p10.26", "order": 29, "type": "caption", "bbox": { "l": 328.2, "t": 1286.7, "r": 566.1, "b": 1253.1 }, "text": "CONCRETE SIDE WALK DETAIL\nSCALE: 3/8\" - 1'-0\"", "attrs": { "block_label": "figure_title" } }, { "id": "p10.27", "order": 30, "type": "figure", "bbox": { "l": 166.8, "t": 1227.3, "r": 737.4, "b": 1047.9 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "BUSINESS\nPAVEMENT SECTION\nNTS 4'-1\"\nBUSINESS\n6'-0\" BUSINESS\n2\" HOT MIX ASPHALT\n12.5M64 SURFACE\nCOURSE\nSAWCUT EXISTING 2'-3\"\nPAVEMENT\nNOTES:\n1. SIGN SUPPORTS AND" } }, { "id": "p10.28", "order": 31, "type": "heading", "bbox": { "l": 927, "t": 1190.7, "r": 1146.9, "b": 1169.4 }, "text": "HANDICAP RAMP TYPE 1", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p10.29", "order": 32, "type": "figure", "bbox": { "l": 1010.7, "t": 1122.9, "r": 1438.5, "b": 770.1 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "REFUSE / RECYLCING ENCLOSURE BOARD\nNTS" } }, { "id": "p10.30", "order": 33, "type": "figure", "bbox": { "l": 1461, "t": 1117.5, "r": 2075.1, "b": 966.6 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.31", "order": 34, "type": "figure", "bbox": { "l": 126.9, "t": 1029.9, "r": 457.5, "b": 841.8 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "ASPHALT 19M64 CONCRETE CURB\nBASE COURSE SEE DETAIL\n6\" DENSE GRADED\nAGGREGATE\nBASE COURSE\nCOMPACTED\nSUBGRADE\nPAVEMENT WIDENING DETAIL - COUNTY\nNTS" } }, { "id": "p10.32", "order": 35, "type": "figure", "bbox": { "l": 527.7, "t": 1002, "r": 796.8, "b": 841.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "2. NO L.E.D.'S OR MOVABLE COPY SIGNAGE\n3. ALL LETTERS TO BE MINIMUM 6\" IN\n4. BUSINESS NAME AND ADDRESS TO BE\n5. GROUND SIGN MAY INCLUDE NO MORE\nGROUND SIGN\nNTS" } }, { "id": "p10.33", "order": 36, "type": "figure", "bbox": { "l": 1951.8, "t": 957, "r": 2089.2, "b": 909.6 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "ENCLOSURE BOARD\nNTS" } }, { "id": "p10.34", "order": 37, "type": "figure", "bbox": { "l": 2266.2, "t": 945.6, "r": 2556.9, "b": 725.1 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "DRAWN BY: KNL DATE: MARCH 17, 2023\nDESIGN/CALC'D BY: IMB SHEET: 10\n15\nCHECKED BY: WAS" } }, { "id": "p10.35", "order": 38, "type": "figure", "bbox": { "l": 1530.3, "t": 883.5, "r": 1875.3, "b": 816.3 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.36", "order": 39, "type": "figure", "bbox": { "l": 931.8, "t": 839.4, "r": 1414.2, "b": 736.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.37", "order": 40, "type": "caption", "bbox": { "l": 138.3, "t": 821.7, "r": 353.7, "b": 805.8 }, "text": "CONCRETE CURB VERTICAL", "attrs": { "block_label": "figure_title" } }, { "id": "p10.38", "order": 41, "type": "figure", "bbox": { "l": 122.1, "t": 811.2, "r": 382.5, "b": 676.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.39", "order": 42, "type": "figure", "bbox": { "l": 1798.5, "t": 789.3, "r": 2154.6, "b": 705 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.40", "order": 43, "type": "heading", "bbox": { "l": 538.8, "t": 776.7, "r": 687.6, "b": 766.5 }, "text": "1. CURB TO BE CLASS B CONCRETI", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p10.41", "order": 44, "type": "list", "bbox": { "l": 531, "t": 770.1, "r": 938.1, "b": 550.5 }, "text": "", "attrs": { "item_count": 5 }, "children": [ { "id": "p10.41.1", "order": 45, "type": "list_item", "bbox": { "l": 531, "t": 770.1, "r": 938.1, "b": 726.18 }, "text": "TRANSVERSE JOINTS ½\" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH PREFERRED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED ¼\" IN FROM FRONT FACE AND TOP OF CURB.", "marker": "2.", "attrs": { "bbox_estimated": true } }, { "id": "p10.41.2", "order": 46, "type": "list_item", "bbox": { "l": 531, "t": 726.18, "r": 938.1, "b": 682.26 }, "text": "EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.", "marker": "3.", "attrs": { "bbox_estimated": true } }, { "id": "p10.41.3", "order": 47, "type": "list_item", "bbox": { "l": 531, "t": 682.26, "r": 938.1, "b": 638.34 }, "text": "THE DEVELOPER IS REQUIRED TO OBTAIN A PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OF ANY IMPROVEMENTS WITHIN THE RIGHT OF WAY OF THE COUNTY ROAD.", "marker": "4.", "attrs": { "bbox_estimated": true } }, { "id": "p10.41.4", "order": 48, "type": "list_item", "bbox": { "l": 531, "t": 638.34, "r": 938.1, "b": 594.42 }, "text": "DEVELOPER SHALL OBTAIN A LETTER OF FINAL ACCEPTANCE FROM THE OCEAN COUNTY ENGINEER FOR THE ROAD IMPROVEMENTS ALONG THE COUNTY ROAD PRIOR TO THE RELEASE OF ANY BOND OR OTHER FINANCIAL SURETY POSTED WITH THE MUNICIPALITY FOR THE COMPLETION OF SAID IMPROVEMENTS.", "marker": "5.", "attrs": { "bbox_estimated": true } }, { "id": "p10.41.5", "order": 49, "type": "list_item", "bbox": { "l": 531, "t": 594.42, "r": 938.1, "b": 550.5 }, "text": "ALIGNMENT & GRADE FOR CURB AND ROAD IMPROVEMENTS ALONG THE COUNTY ROAD SHALL BE ESTABLISHED BY THE DEVELOPERS ENGINEER AS APPROVED BY THE OCEAN COUNTY ENGINEER. STAKEOUT OF ALL CURB AND ROAD IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE EXECUTED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR. CURB AS BUILTS SHALL BE SUBMITTED TO THE OCEAN COUNTY ENGINEER PRIOR TO ANY PAVING OPERATIONS. FINAL AS BUILT INFORMATION SHALL BE SUPPLIED ON A REPRODUCIBLE MEDIUM, WILL INCLUDE TOP AND BOTTOM OF CURB, CENTERLINE AND QUARTER CROWN GRADES, MONUMENTS WHERE APPLICABLE, SHALL BE SIGNED AND SEALED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR AND ACCOMPANIED BY A MONUMENT CERTIFICATION WHERE APPLICABLE.", "marker": "6.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p10.42", "order": 50, "type": "caption", "bbox": { "l": 1745.7, "t": 750, "r": 1765.2, "b": 729.6 }, "text": "）", "attrs": { "block_label": "figure_title" } }, { "id": "p10.43", "order": 51, "type": "heading", "bbox": { "l": 2324.1, "t": 721.2, "r": 2506.8, "b": 689.1 }, "text": "☰PDS", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p10.44", "order": 52, "type": "figure", "bbox": { "l": 1053, "t": 708.6, "r": 1370.7, "b": 601.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.45", "order": 53, "type": "figure", "bbox": { "l": 2118, "t": 699, "r": 2223.9, "b": 623.7 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.46", "order": 54, "type": "heading", "bbox": { "l": 2283, "t": 689.4, "r": 2550.6, "b": 671.4 }, "text": "PROFESSIONAL DESIGN SERVICES, L.L.C.", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p10.47", "order": 55, "type": "figure", "bbox": { "l": 1808.1, "t": 682.5, "r": 2094, "b": 606.6 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.48", "order": 56, "type": "text", "bbox": { "l": 2284.5, "t": 669, "r": 2544.3, "b": 416.7 }, "text": "CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 732 363 0060 FAX 732 363 0073\nNEW JERSEY STATE BOARD OF P.E. & L.S.\nCERTIFICATE OF AUTHORIZATION NO. 24GA28125400\nIAN M BORDEN, PP\nN.J. PROFESSIONAL PLANNER LICENSE #33LI00617400\nIBORDEN@PDS-NJ.COM\nWILLIAM A. STEVENS, PE, PP\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENS@PDS-NJ.COM\nGRAHAM J. MACFARLANE, PE, PP, CME\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #6104\nGRAHAM@PDS-NJ.COM\nSTEVEN METELSKI, JR., PLS\nN.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393\nSTEVENM@PDS-NJ.COM" }, { "id": "p10.49", "order": 57, "type": "figure", "bbox": { "l": 142.5, "t": 653.4, "r": 427.2, "b": 552.9 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.50", "order": 58, "type": "figure", "bbox": { "l": 1911.9, "t": 597, "r": 1987.8, "b": 571.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.51", "order": 59, "type": "figure", "bbox": { "l": 1113.3, "t": 591.6, "r": 1225.5, "b": 569.1 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.52", "order": 60, "type": "caption", "bbox": { "l": 1812.6, "t": 561.3, "r": 1871.4, "b": 548.7 }, "text": "GENERAL NOTE", "attrs": { "block_label": "figure_title" } }, { "id": "p10.53", "order": 61, "type": "caption", "bbox": { "l": 123.3, "t": 551.1, "r": 371.7, "b": 532.5 }, "text": "COMPACTED ASPHALT MILLINGS", "attrs": { "block_label": "figure_title" } }, { "id": "p10.54", "order": 62, "type": "figure", "bbox": { "l": 986.4, "t": 547.2, "r": 1380.3, "b": 259.8 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p10.54.1", "order": 63, "type": "caption", "bbox": { "l": 1323.3, "t": 300.6, "r": 1352.4, "b": 270.9 }, "text": "□", "attrs": { "block_label": "figure_title" } } ] }, { "id": "p10.55", "order": 64, "type": "text", "bbox": { "l": 1823.7, "t": 543.3, "r": 2105.1, "b": 530.7 }, "text": "CONCRETE USED TO HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH" }, { "id": "p10.56", "order": 65, "type": "caption", "bbox": { "l": 625.2, "t": 538.8, "r": 805.8, "b": 521.7 }, "text": "OCEAN COUNTY CURB", "attrs": { "block_label": "figure_title" } }, { "id": "p10.57", "order": 66, "type": "caption", "bbox": { "l": 229.2, "t": 534.3, "r": 262.8, "b": 522 }, "text": "NTS", "attrs": { "block_label": "figure_title" } }, { "id": "p10.58", "order": 67, "type": "figure", "bbox": { "l": 1416.3, "t": 531.3, "r": 1596.6, "b": 411 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.59", "order": 68, "type": "text", "bbox": { "l": 1819.5, "t": 525.3, "r": 2102.1, "b": 508.2 }, "text": "2. UNIT TO BE PINNED TO SURFACE WITH 3 - [p10.59.1]\" DIAMETER STEEL RODS,", "children": [ { "id": "p10.59.1", "order": 69, "type": "text", "bbox": { "l": 1819.5, "t": 525.3, "r": 2102.1, "b": 508.2 }, "text": "3/4", "attrs": { "inline": true, "text_offset": 41, "text_span": 10, "bbox_estimated": true } } ] }, { "id": "p10.60", "order": 70, "type": "figure", "bbox": { "l": 137.1, "t": 515.1, "r": 479.7, "b": 316.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.61", "order": 71, "type": "figure", "bbox": { "l": 563.4, "t": 512.1, "r": 964.5, "b": 217.8 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.62", "order": 72, "type": "figure", "bbox": { "l": 144.9, "t": 507, "r": 358.2, "b": 399.3 }, "text": "", "attrs": { "kind": "chart", "block_label": "chart" } }, { "id": "p10.63", "order": 73, "type": "heading", "bbox": { "l": 1817.7, "t": 498.6, "r": 1923.9, "b": 483.6 }, "text": "4. 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STEVENS, III, P.E., P.P.\nPROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394" }, { "id": "p10.68", "order": 80, "type": "figure", "bbox": { "l": 166.2, "t": 296.1, "r": 479.4, "b": 88.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p10.69", "order": 81, "type": "text", "bbox": { "l": 2296.5, "t": 275.4, "r": 2528.1, "b": 259.2 }, "text": "PRELIMINARY & FINAL SITE PLANS" }, { "id": "p10.70", "order": 82, "type": "figure", "bbox": { "l": 2298.9, "t": 248.1, "r": 2543.1, "b": 116.4 }, "text": "", "attrs": { "block_label": "image" }, "children": [ { "id": "p10.70.1", "order": 83, "type": "heading", "bbox": { "l": 2285.1, "t": 247.5, "r": 2542.8, "b": 209.7 }, "text": "CONSTRUCTION DETAILS SITE", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p10.70.2", "order": 84, "type": "text", "bbox": { "l": 2399.1, "t": 196.5, "r": 2431.2, "b": 183.9 }, "text": "FOR" }, { "id": "p10.70.3", "order": 85, "type": "text", 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ALL FENCING AND SWING GATES IN AND AROUND FIELD AREAS SHALL INCLUDE 4\" POLYETHYLENE SAFETY CAPS.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.85", "order": 115, "type": "footnote", "bbox": { "l": 1422.3, "t": 1238.1, "r": 1466.1, "b": 1227.3 }, "text": "1/2\"=1'-0\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.86", "order": 116, "type": "footnote", "bbox": { "l": 1020.9, "t": 1166.4, "r": 1056.6, "b": 1151.7 }, "text": "NTS", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.87", "order": 117, "type": "footnote", "bbox": { "l": 1281, "t": 1146.6, "r": 1359.9, "b": 1132.5 }, "text": "SPECIFICATIONS", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.88", "order": 118, "type": "footnote", "bbox": { "l": 1899.9, "t": 1136.7, "r": 2048.4, "b": 1117.8 }, "text": "CHAIN LINK FENCE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.89", "order": 119, "type": "footnote", "bbox": { "l": 1281.6, "t": 1126.2, "r": 1470.3, "b": 1093.2 }, "text": "UNIT SIZE: 20\"x20\"x1\"\nAVAILABLE IN 9 STANDARD\nROLL SIZES", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.90", "order": 120, "type": "footnote", "bbox": { "l": 2367, "t": 1125, "r": 2454.6, "b": 1095.3 }, "text": "KEY MAP\nSCALE: 1\" = 2000'", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.91", "order": 121, "type": "footnote", "bbox": { "l": 2024.4, "t": 1103.7, "r": 2073.3, "b": 1080.9 }, "text": "PAVEMENT SURFACE", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.92", "order": 122, "type": "footnote", "bbox": { "l": 1280.7, "t": 1087.5, "r": 1470.6, "b": 1072.8 }, "text": "UNIT WEIGHT: 18 OUNCES OR 4.5 POUNDS", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.93", "order": 123, "type": "footnote", "bbox": { "l": 384.9, "t": 1062.9, "r": 516.9, "b": 1045.2 }, "text": "HANDICAP RAMP", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.94", "order": 124, "type": "footnote", "bbox": { "l": 1352.1, "t": 1028.7, "r": 1439.4, "b": 998.7 }, "text": "HDPE (WITH SOME POST-CONSUMER RECYCLED CONTENT)", "attrs": { "block_label": "vision_footnote" } }, { "id": "p10.95", "order": 125, "type": "footnote", "bbox": { "l": 335.7, "t": 1013.7, "r": 459.3, "b": 892.5 }, "text": "2\" WIDE TRANSVERSE EXPANSION JOINT SHALL BE INSTALLED IN THE CONCRETE CURB AT 20' OC INTERVALS. THE EXPANSION JOINT SHALL BE FILLED WITH PRE-FORMED BITUMINOUS IMPREGNATED JOINT FILER (AASHTO M-213). 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