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            "text": "LEGEND\nPERVOUS PAVENENT"
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            "text": "COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C. - ALL RIGHTS RESERVED THE COUPING 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. LLC, IS PROHIBITED",
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            "bbox": {
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            },
            "text": "4SWL = 4\" SOLID WHITE LINE"
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        {
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            "type": "heading",
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            "text": "NOTES",
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            "level": 3
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            "children": [
                {
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                    "bbox": {
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                    },
                    "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.",
                    "marker": "1.",
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                    "bbox": {
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                    "text": "Building address number shall be visible from the road with a minimum height of four inches and a minimum stroke of 1/2 inch.",
                    "marker": "2.",
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                }
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                    "text": "DATE\\n08/11/2025",
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                    "text": "REVISION\\nPER SOIL CONSERVATION COMMENTS",
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                        "rowspan": 1,
                        "colspan": 1
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                },
                {
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                    "text": "STUART CHALLONER, P.E.\\nPROFESSIONAL ENGINEER N.J. LIC. NO. 34337\\nPROFESSIONAL PLANNER N.J. LIC. NO. 4489",
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                    },
                    "text": "SITE PLAN\\nROADWAY IMPROVEMENT PLAN",
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                        "rowspan": 1,
                        "colspan": 3
                    }
                },
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                    "text": "04/28/2025",
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                },
                {
                    "id": "p3.7.6",
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                    "bbox": {
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                    "text": "PER SOIL CONSERVATION COMMENTS",
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                        "rowspan": 1,
                        "colspan": 1
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                },
                {
                    "id": "p3.7.7",
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                    "text": "STUART CHALLONER & CHALLONER & ASSOCIATES Certificate of Auth. No. 24GA28057700\\nULTING ENGINEERS AND DESIGN PROFESSIONALS\\n215 Main Street, 2nd Floor\\nToma River, New Jersey 08753\\nPhone: 732-818-9980 Fax: 732-818-9981",
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                    "text": "MAJOR SITE PLAN\\nJACKSON CENTER\\nFOR\\nLOTS 1 AND 2\\nBLOCK 223D1\\nSITUATED IN\\nTOWNSHIP OF JACKSON\\nOCEAN COUNTY, NEW JERSEY",
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                    "text": "01/20/2025",
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                    "text": "04/10/2022",
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                {
                    "id": "p3.7.12",
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                    "bbox": {
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                        "t": 106.6255,
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                    "text": "REVISED PER DOLLAR GENERAL REQUIREMENTS",
                    "attrs": {
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                },
                {
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                    "text": "08/04/2021",
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                },
                {
                    "id": "p3.7.14",
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                    "text": "REVISED PER COUNTY ENGINEER COMMENTS",
                    "attrs": {
                        "row": 4,
                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1
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                },
                {
                    "id": "p3.7.15",
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                    "text": "05/11/2020",
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                {
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                        "t": 87.4691,
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                    "text": "REVISED PER COUNTY ENGINEER COMMENTS",
                    "attrs": {
                        "row": 5,
                        "col": 1,
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                        "colspan": 1
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                },
                {
                    "id": "p3.7.17",
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                    "text": "05/15/19",
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                        "row": 6,
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                },
                {
                    "id": "p3.7.18",
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                    "text": "ADDED SIDEWALK CONNECTION",
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                {
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                    "text": "REVISED ENTRANCES",
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                },
                {
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                    "text": "File No.:",
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                    "text": "Sheet No.: 3 of 18",
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                    "text": "03/04/08",
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                {
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                    "text": "REVISED PER PINELANDS COMMENTS",
                    "attrs": {
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                    "text": "MARCH 30, 2007",
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                    "id": "p3.7.36",
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                    "text": "B.F.G.",
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                },
                {
                    "id": "p3.7.37",
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                    "text": "S.C.C.",
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                },
                {
                    "id": "p3.7.38",
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                    "text": "06015",
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                },
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            "text": "PRIOR TO ANY EXCAVATION CONTRACTOR TO CALL",
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            "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."
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