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"caption": 2, "figure": 4, "footer": 1, "footnote": 1, "heading": 5, "table": 7, "table_cell": 254, "text": 8, "title": 1 }, "build_ms": 44, "items": [ { "id": "p7.1", "order": 1, "type": "figure", "bbox": { "l": 1736.4, "t": 1670.4, "r": 2568.9, "b": 719.1 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "13. CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD\nCONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HERON AND/OR IF SUCH\nCONDITIONS, IN THE CONTRACTOR'S OPINION WOULD OR COULD RENDER THE DESIGN SHOWN\nHEREON INAPPROPRIATE OR INEFFECTIVE.\n14. CONTRACTOR SHALL COORDINATE ANY UTILITY POLE RELOCATIONS.\n15. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMITS, AGENCY REVIEW AND\nAPPROVAL.\n16. THE HORIZONTAL DATUM IS NAD83 AND THE VERTICAL DATUM IS NAVD88.\n150' PROVIDED FOR LOT WIDTH\nIMPERVIOUS COVERAGE OVER 70%\nCIRCULATION/ACCESSORY STRUCTURE CLOSER THAN 10 FEET\nSHEETS:\nTITLE: INITIAL RELEASE: REV. DATE:\n03/29/2024\n& DEMOLITION PLAN 03/29/2024 PROJECT NO.\n03/29/2024\nUTILITY PLAN 03/29/2024 23-091\n03/29/2024\nREFUSE 03/29/2024 SCALE\nPLAN 03/29/2024\n03/29/2024 AS SHOWN\nDETAILS 03/29/2024\n03/29/2024 DATE\n03/29/2024\nCONTROL PLAN 03/29/2024 03-29-2024\nCONTROL DETAILS 03/29/2024\nSHEET NO.\nIMPROVEMENT PLAN 03/29/2024\nC100\nB-7" }, "children": [ { "id": "p7.1.1", "order": 2, "type": "heading", "bbox": { "l": 2118.3, "t": 1204.5, "r": 2263.2, "b": 1186.5 }, "text": "GENERAL NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 0 }, { "id": "p7.1.2", "order": 3, "type": "text", "bbox": { "l": 2118, "t": 1174.8, "r": 2478, "b": 727.8 }, "text": "1. OWNER:\n922 HYSON LLC\n4481 ROUTE 9\nHOWELL, NJ 07731\n2. APPLICANT:\n922 HYSON LLC\n4481 ROUTE 9\nHOWELL, NJ 07731\n3. THE PROPERTY IS KNOWN AS LOT 34, BLOCK 1204 AS SHOWN ON THE OFFICIAL TAX MAPS FOR THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY, SHEET NUMBER 12 AND CONSISTS OF 56,129 SF. OUTBOUND AND TOPOGRAPHIC INFORMATION DEPICTED HEREON TAKEN FROM A PLAN ENTITLED \"OUTBOUND & TOPOGRAPHIC SURVEY PREPARED FOR 922 HYSON ROAD, LOT 34, BLOCK 1204\" PREPARED BY CLEARPOINT SERVICES, LLC, DATED 03/22/2024\n5. ZONE: R-1 RESIDENTIAL\n6. PROPOSED USE: PLACE OF WORSHIP\n7. EXISTING IMPROVEMENTS TO BE REMOVED.\n8. THE SITE WILL CONNECT TO PUBLIC SEWER AND WATER.\n9. THIS SET OF PLANS HAS BEEN PREPARED FOR PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THESE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN REVISED TO INDICATE \"ISSUED FOR CONSTRUCTION.\"\n10. EXISTING UTILITIES CONNECTIONS SHALL BE USED IF POSSIBLE. EXISTING UTILITY INFORMATION SHOWN HEREON 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, AND NOTIFY NJ ONECALL AS REQUIRED BY LAW. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENT AS REQUIRED TO AVOID CONFLICTS.\n11. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH:\n11.1. N.J. DEPARTMENT OF TRANSPORTATION \"STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION\", AS CURRENTLY AMENDED.\n11.2. CURRENT, PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS.\n11.3. CURRENT, PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS.\n12. DIRECT ROOF LEADERS TO UNDERGROUND STORAGE.\n13. CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HERON AND/OR IF SUCH CONDITIONS, IN THE CONTRACTOR'S OPINION WOULD OR COULD RENDER THE DESIGN SHOWN HEREON INAPPROPRIATE OR INEFFECTIVE.\n14. CONTRACTOR SHALL COORDINATE ANY UTILITY POLE RELOCATIONS.\n15. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMITS, AGENCY REVIEW AND APPROVAL.\n16. THE HORIZONTAL DATUM IS NAD83 AND THE VERTICAL DATUM IS NAVD88.", "reading_order": 1 } ], "reading_order": 0 }, { "id": "p7.2", "order": 4, "type": "title", "bbox": { "l": 737.1, "t": 1668, "r": 1758.6, "b": 1541.4 }, "text": "PRELIMINARY AND FINAL MAJOR SITE PLAN\n922 HYSON LLC", "attrs": { "block_label": "doc_title" }, "level": 2, "reading_order": 1 }, { "id": "p7.3", "order": 5, "type": "figure", "bbox": { "l": 452.72, "t": 1654.4399, "r": 1244.84, "b": 1496.6399 }, "text": "", "attrs": { "source": "pdf_image" }, "reading_order": 2 }, { "id": "p7.4", "order": 6, "type": "text", "bbox": { "l": 84.9, "t": 1596.3, "r": 446.7, "b": 807.6 }, "text": "EXISTING LEGEND:\nPUBLIC MANHOLE\nSIGN\nINLET\nADA PAD\nMAIL BOX\nGUY WIRE\nGM GAS METER\nUTILB UTILITY BOX\nPOOL UTILITY\nUTILITY POLE\nTRAFFIC LIGHT\nELECTRIC METER\nSTORM MANHOLE\nAIR CONDITIONING UNIT\nSANITARY SEWER MANHOLE\nCONCRETE PAVING\nBRICK PAVERS\nDEPRESSED CURB\nSTORM MARKOUT\nSANITARY SEWER LINE\nOVERHEAD WIRE\nEDGE OF BITUMINOUS CONCRETE PAVING\nWATER LINE MARKOUT\nFENCE LINE\nD.O.T. MANHOLE\nEXISTING CONTOUR\nPROPOSED LEGEND\nSPOT ELEVATION\nDIRECTION OF FLOW\nPROPOSED CONTOUR\nREINFORCED CONCRETE DRIVEWAY APRON\nASPHALT DRIVEWAY\nCONCRETE SIDEWALK\nCONCRETE VERTICAL CURB\nDEPRESSED CONCRETE VERTICAL CURB\n4\" ROOF DRAIN", "reading_order": 3 }, { "id": "p7.5", "order": 7, "type": "figure", "bbox": { "l": 372.2, "t": 1488.2399, "r": 1164.2, "b": 1033.7999 }, "text": "", "attrs": { "source": "pdf_image" }, "reading_order": 4 }, { "id": "p7.6", "order": 8, "type": "figure", "bbox": { "l": 1083, "t": 1243.2, "r": 1823.4, "b": 522.9 }, "text": "", "attrs": { "block_label": "image", "embedded_text": "1 ACRES 1.29 ACRES SAME\n150 FT. 137.18 FT.* SAME\n200 FT. 377.45 FT. SAME\n(FT.) 125/125 FT. 377.45/133.38 FT. SAME\n- (HYSON) 60 FT. 98.7 FT. 211.4 FT.\n- (FARMERS) 60 FT. 58.7 FT.* 64.1 FT.\n(HYSON) 20 FT. 20.4 FT. 75.4 FT.\n- (FARMERS) 20 FT. 58.7 FT. 28.4 FT.\n35 FT. <35 FT. 35 FT.\n15% 3.47% 8.60%\nINDEX OF SHEETS:\nSHEET #: SHEET TITLE:\n70% 9.71%(5,490 S.F.) 70.75% (39,757 S.F.)** C100 COVER SHEET\nC200 EXISTING CONDITIONS & DEMOLITION PLAN\nC300 SITE PLAN\n1.25/100 SF 2,085 SF MAIN SANCTUARY AREA : 26.1 C500 CIRCULATION PLAN - FIRE\nC400 GRADING, DRAINAGE & UTILITY PLAN\n1.00/100 SF 2,410 SF MULTIPURPOSE ROOM ASSEMBLY AREA : 24.1\nC501 CIRCULATION PLAN - REFUSE\nC600 LANDSCAPE & TREE SAVE PLAN\n0.75/100 SF 1,196 SF WOMEN'S ASSEMBLY AREA : 9 C601 LIGHTING PLAN\nC602 LANDSCAPE & LIGHTING DETAILS\nTOTAL REQUIRED : 59.2 C800 CONSTRUCTION DETAILS\nPROVIDED : 68 C900 SOIL EROSION & SEDIMENT CONTROL PLAN\nC801 CONSTRUCTION DETAILS\nC901 SOIL EROSION & SEDIMENT CONTROL DETAILS\nC2000 COUNTY ROADWAY IMPROVEMENT PLAN" }, "reading_order": 5 }, { "id": "p7.7", "order": 9, "type": "heading", "bbox": { "l": 189.6, "t": 765, "r": 342.3, "b": 741 }, "text": "TO BE NOTIFIED", "attrs": { "block_label": "paragraph_title" }, "level": 3, "reading_order": 6 }, { "id": "p7.8", "order": 10, "type": "text", "bbox": { "l": 115.8, "t": 697.8, "r": 516.3, "b": 670.5 }, "text": "NOTIFY: D. Klee; Owen, Little & Assoc.; 443 Atlantic City Blvd.; Beachwood, NJ 08722\nNOTIFY: O.C. Planning Board, 129 Hooper Avenue, Toms River, NJ 08753", "reading_order": 7 }, { "id": "p7.9", "order": 11, "type": "text", "bbox": { "l": 108, "t": 645.9, "r": 386.1, "b": 629.7 }, "text": "Utilities: NJ Natural Gas Co., P.O. 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