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OPERATOR 48\"\nWIND BRACING\n8\" SETBACK (6\" MIN.)\nPRIVATE SIDE\nPAD TO PAD WILL VARY WITH GATE LENGTH 84\"\n(MAY ALSO BE VIEWED AS CLEAR OPENING)\nPLAN VIEW\nBARB WIRE SHOWN\n(FLAT TOP AVAILABLE)\n20'\nCHAINLINK FABRIC\n6'" } }, { "id": "p6.11", "order": 11, "type": "figure", "bbox": { "l": 1205.1, "t": 1442.1, "r": 1445.7, "b": 1287.9 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "PLAN VIEW\nWIRE SHOWN\nAVAILABLE)" } }, { "id": "p6.12", "order": 12, "type": "figure", "bbox": { "l": 142.5, "t": 1420.5, "r": 764.4, "b": 1232.1 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "3. BUSINESS NAME & ADDRESS TO BE PROVIDED. STOP BAR\nNTS\nFREESTANDING SIGN\nNTS\nMASONRY 18' INSIDE ENCLOSURE 6\" DIAMETER\nWALL PIPE BOLLARD\n(TYP)\n3 1 2 \" GALVANIZED PIPE\nWIDE POST CLAD WITH CEDAR\n1\"x6\"\nGATE\n2\"x6\"" } }, { "id": "p6.13", "order": 13, "type": "figure", "bbox": { "l": 831.3, "t": 1403.1, "r": 1152.9, "b": 1281.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "STOP SIGN\nR1-1\n30\"x30\"\nSTEEL POST" } }, { "id": "p6.14", "order": 14, "type": "figure", "bbox": { "l": 216.3, "t": 1220.4, "r": 764.4, "b": 1141.2 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "10 CUBIC YARD 10 CUBIC YARD HINGE & BOLTS\nTOP AND END TOP AND END\nINSIDE 2\"x4\"\nLOADING CONTAINER LOADING CONTAINER\n(6'L x 6'W x 7'-8'H) (6'L x 6'W x 7'-8'H)\nGATE HINGE\n10'\nVINYL\nCLASP & FENCE" } }, { "id": "p6.15", "order": 15, "type": "figure", "bbox": { "l": 1011.9, "t": 1191.6, "r": 1428.9, "b": 842.7 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "POST GRADE/PAD LEVEL\nBELOW\nFROST\nLEVEL CONC. OPER. PAD\n(3' MIN.)\nELEVATION\nVIEWED FROM" } }, { "id": "p6.16", "order": 16, "type": "figure", "bbox": { "l": 1455.9, "t": 1187.7, "r": 1663.5, "b": 852.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "5.0000 ABOVE GRADE (TYP.)\n* 3\" WITH MILLER EDGE\nDUAL CENTER YOKE\nNOTES:\nVERTICAL PIVOT GATE TO BE 300 CHAINLINK VPG AS\nAPPROVED EQUAL.\nVERTICAL PIVOT GATE TO BE INSTALLED AS PER\nVERTICAL" } }, { "id": "p6.17", "order": 17, "type": "figure", "bbox": { "l": 1715.4, "t": 1135.2, "r": 2136.9, "b": 886.5 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "GRADE/PAD LEVEL\n5\" ABOVE GRADE (TYP.)\n* 3\" WITH MILLER EDGE\nCONC. OPER.\nELEVATION VIEW\nVIEWED FROM PRIVATE SIDE\nBY AUTOGATE GATE & ENTRY SYSTEMS, OR\nSPECIFICATIONS.\nGATE" } }, { "id": "p6.18", "order": 18, "type": "figure", "bbox": { "l": 157.2, "t": 897.6, "r": 1017.6, "b": 572.1 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p6.19", "order": 19, "type": "figure", "bbox": { "l": 1698.3, "t": 753.3, "r": 2239.2, "b": 594.6 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p6.20", "order": 20, "type": "figure", "bbox": { "l": 1111.8, "t": 752.4, "r": 1658.7, "b": 591.6 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p6.21", "order": 21, "type": "figure", "bbox": { "l": 876.3, "t": 560.1, "r": 1072.8, "b": 474.6 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p6.22", "order": 22, "type": "figure", "bbox": { "l": 102.9, "t": 503.7, "r": 1075.5, "b": 55.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p6.23", "order": 23, "type": "figure", "bbox": { "l": 1105.5, "t": 429.6, "r": 2241.6, "b": 94.2 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p6.24", "order": 24, "type": "figure", "bbox": { "l": 2265.6, "t": 1419, "r": 2555.4, "b": 1125.3 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "WILLIAM 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,\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 MAJOR SITE PLANS" } }, { "id": "p6.25", "order": 25, "type": "figure", "bbox": { "l": 2265.3, "t": 946.8, "r": 2559.9, "b": 722.4 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "DRAWN BY: KNL DATE: JULY 17, 2023\nDESIGN/CALC'D BY: IMB SHEET: 6\n10\nCHECKED BY: WAS" } }, { "id": "p6.26", "order": 26, "type": "heading", "bbox": { "l": 2286.3, "t": 722.4, "r": 2551.8, "b": 670.8 }, "text": "P D S\nPROFESSIONAL DESIGN SERVICES, L.L.C.", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p6.27", "order": 27, "type": "text", "bbox": { "l": 2275.2, "t": 675.3, "r": 2549.7, "b": 358.5 }, "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. CERTIFICATE 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. #3915\nPROFESSIONAL PLANNER, NEW JERSEY LIC. #5394\nBSTEVENES@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": "p6.28", "order": 28, "type": "figure", "bbox": { "l": 2298.3, "t": 280.2, "r": 2534.7, "b": 125.1 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p6.29", "order": 29, "type": "table", "bbox": { "l": 2272.8, "t": 127.5, "r": 2552.1, "b": 102.6 }, "text": "", "attrs": { "block_label": "table", "n_rows": 2, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p6.29.1", "order": 30, "type": "table_cell", "bbox": { "l": 2272.8, "t": 127.5, "r": 2552.1, "b": 115.05 }, "text": "TOWNSHIP OF JACKSON", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 2 } }, { "id": "p6.29.2", "order": 31, "type": "table_cell", "bbox": { "l": 2272.8, "t": 115.05, "r": 2412.45, "b": 102.6 }, "text": "OCEAN COUNTY", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p6.29.3", "order": 32, "type": "table_cell", "bbox": { "l": 2412.45, "t": 115.05, "r": 2552.1, "b": 102.6 }, "text": "NEW JERSEY", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p6.30", "order": 33, "type": "table", "bbox": { "l": 2264.1, "t": 106.2, "r": 2556.3, "b": 34.8 }, "text": "", "attrs": { "block_label": "table", "n_rows": 4, "n_cols": 2, "integrity": { "skipped": "no_text_layer" } }, "children": [ { "id": "p6.30.1", "order": 34, "type": "table_cell", "bbox": { "l": 2264.1, "t": 106.2, "r": 2410.2, "b": 88.35 }, "text": "SCALE: AS SHOWN", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p6.30.2", "order": 35, "type": "table_cell", "bbox": { "l": 2410.2, "t": 106.2, "r": 2556.3, "b": 88.35 }, "text": "JOB NUMBER: 323608", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p6.30.3", "order": 36, "type": "table_cell", "bbox": { "l": 2264.1, "t": 88.35, "r": 2410.2, "b": 70.5 }, "text": "DRAWN BY: KNL", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p6.30.4", "order": 37, "type": "table_cell", "bbox": { "l": 2410.2, "t": 88.35, "r": 2556.3, "b": 70.5 }, "text": "DATE: JULY 17, 2023", "attrs": { "row": 1, "col": 1, "rowspan": 1, "colspan": 1 } }, { "id": "p6.30.5", "order": 38, "type": "table_cell", "bbox": { "l": 2264.1, "t": 70.5, "r": 2410.2, "b": 52.65 }, "text": "DESIGN/CALC'D BY: IMB", "attrs": { "row": 2, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p6.30.6", "order": 39, "type": "table_cell", "bbox": { "l": 2410.2, "t": 70.5, "r": 2556.3, "b": 34.8 }, "text": "SHEET: 6", "attrs": { "row": 2, "col": 1, "rowspan": 2, "colspan": 1 } }, { "id": "p6.30.7", "order": 40, "type": "table_cell", "bbox": { "l": 2264.1, "t": 52.65, "r": 2410.2, "b": 34.8 }, "text": "CHECKED BY: WAS", "attrs": { "row": 3, "col": 0, "rowspan": 1, "colspan": 1 } } ] }, { "id": "p6.31", "order": 41, "type": "footnote", "bbox": { "l": 1437.9, "t": 1670.7, "r": 1518, "b": 1554.9 }, "text": "COURSE\nCOMPACTED BITUMINOUS STABILIZED BASE COURSE\nNJ DOT\nDENSE GRADED AGGREGATE\nCOMPACTED", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.32", "order": 42, "type": "footnote", "bbox": { "l": 322.8, "t": 1657.8, "r": 467.4, "b": 1532.7 }, "text": "1, ½\" 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). RECESSED ¼\" FROM FACE AND TOP OF CURB.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.33", "order": 43, "type": "footnote", "bbox": { "l": 1440.3, "t": 1567.2, "r": 1527.3, "b": 1539.3 }, "text": "COMPACTED\nNATIVE GRANULAR\nSOIL.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.34", "order": 44, "type": "footnote", "bbox": { "l": 325.2, "t": 1524.9, "r": 464.7, "b": 1491.6 }, "text": "2. CURB AND SIDEWALK SHALL CONSIST OF 4,500 PSI CONCRETE AT 28 DAYS.", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.35", "order": 45, "type": "footnote", "bbox": { "l": 1203.9, "t": 1512.6, "r": 1423.2, "b": 1472.7 }, "text": "P1 PAVEMENT HEAVY DUTY\nBITUMINOUS", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.36", "order": 46, "type": "footnote", "bbox": { "l": 1066.2, "t": 1496.7, "r": 1092.9, "b": 1478.4 }, "text": "8\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.37", "order": 47, "type": "footnote", "bbox": { "l": 183.9, "t": 1493.7, "r": 234.3, "b": 1476.3 }, "text": "8\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.38", "order": 48, "type": "footnote", "bbox": { "l": 607.8, "t": 1478.7, "r": 849.9, "b": 1453.2 }, "text": "DEPRESSED CONCRETE CURB", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.39", "order": 49, "type": "footnote", "bbox": { "l": 1011, "t": 1472.1, "r": 1151.7, "b": 1428.6 }, "text": "CONCRETE CURB\nSECTION DETAIL\n1/2\"=1'-0\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.40", "order": 50, "type": "footnote", "bbox": { "l": 144.6, "t": 1467.3, "r": 362.1, "b": 1441.5 }, "text": "CONCRETE CURB VERTICAL", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.41", "order": 51, "type": "footnote", "bbox": { "l": 217.8, "t": 1446.6, "r": 290.1, "b": 1433.4 }, "text": "SCALE:1\"=1'-0\"", "attrs": { "block_label": "vision_footnote" } }, { "id": "p6.42", "order": 52, "type": "footnote", "bbox": { "l": 1068.9, "t": 1417.5, "r": 1152.6, "b": 1309.2 }, "text": "NJDOT CLASS B\nCONCRETE 4,500\nPSI\n6 x 6-W1.4 x\nW1.4 WELDED\nWIRE MESH\n1 1\" DIA. 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