{ "document_id": 14712, "page": 2, "width_pt": 612, "height_pt": 792, "rotation": 0, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 14823, "item_count": 16, "counts_by_type": { "figure": 1, "header": 3, "heading": 3, "list": 1, "list_item": 2, "text": 6 }, "build_ms": 1, "items": [ { "id": "p2.1", "order": 1, "type": "figure", "bbox": { "l": 130.32, "t": 760.56, "r": 186, "b": 696.48 }, "text": "", "attrs": { "role": "page_header", "block_label": "header_image" } }, { "id": "p2.2", "order": 2, "type": "header", "bbox": { "l": 232.56, "t": 743.76, "r": 436.08, "b": 729.6 }, "text": "McDonough & Rea Associates, Inc.", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p2.3", "order": 3, "type": "header", "bbox": { "l": 206.64, "t": 724.32, "r": 462.24, "b": 694.8 }, "text": "Traffic and Transportation Consulting\n1431 Lakewood Road, Suite C, Manasquan, NJ 08736 • (732) 528-7076 • Fax (732) 528-6673\n105 Elm Street, Lower Level, Westfield, NJ 07090 • (908) 789-7180 • Fax (908) 789-7181", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p2.4", "order": 4, "type": "header", "bbox": { "l": 425.76, "t": 653.52, "r": 505.68, "b": 639.6 }, "text": "January 9, 2026", "attrs": { "block_label": "header" }, "level": 2 }, { "id": "p2.5", "order": 5, "type": "text", "bbox": { "l": 73.2, "t": 654.24, "r": 244.32, "b": 639.6 }, "text": "Jackson Township Planning Board" }, { "id": "p2.6", "order": 6, "type": "text", "bbox": { "l": 300.24, "t": 652.8, "r": 314.88, "b": 641.76 }, "text": "-2-", "attrs": { "block_label": "number" } }, { "id": "p2.7", "order": 7, "type": "list", "bbox": { "l": 90.96, "t": 612.72, "r": 510.72, "b": 544.32 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p2.7.1", "order": 8, "type": "list_item", "bbox": { "l": 90.96, "t": 612.72, "r": 510.24, "b": 583.92 }, "text": "Conducted level of service capacity analyses for the site access to Pitney Lane as well as at the off-site intersection of Pitney Lane/South Cooks Bridge Roa.", "marker": "6." }, { "id": "p2.7.2", "order": 9, "type": "list_item", "bbox": { "l": 91.2, "t": 573.12, "r": 510.72, "b": 544.32 }, "text": "Reviewed the Site Plan with respect to adherence to proper traffic engineering principles.", "marker": "7." } ] }, { "id": "p2.8", "order": 10, "type": "text", "bbox": { "l": 71.28, "t": 532.32, "r": 547.2, "b": 502.56 }, "text": "The following report sets forth the database accumulated and the conclusions reached with respect to the Pitney Lane Shul expansion at 45 Pitney Lane." }, { "id": "p2.9", "order": 11, "type": "heading", "bbox": { "l": 72.96, "t": 487.2, "r": 204.72, "b": 472.32 }, "text": "EXISTING CONDITIONS", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p2.10", "order": 12, "type": "text", "bbox": { "l": 71.28, "t": 458.4, "r": 548.4, "b": 387.36 }, "text": "The subject property is located on the south side of Pitney Lane, just west of its intersection with South Cooks Bridge Road as depicted on Figure 1, a Site Location Map in the Appendix. Pitney Lane is a local roadway connecting East Veterans Highway to South Cooks Bridge Road. South Cooks Bridge Road is a north/south roadway under the jurisdiction of Ocean County. Pitney Lane intersects South Cooks Bridge Road at an unsignalized \"T\" intersection." }, { "id": "p2.11", "order": 13, "type": "heading", "bbox": { "l": 72.72, "t": 374.4, "r": 242.16, "b": 359.04 }, "text": "EXISTING TRAFFIC VOLUMES", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p2.12", "order": 14, "type": "text", "bbox": { "l": 70.8, "t": 345.36, "r": 548.64, "b": 260.64 }, "text": "Traffic volume data was collected by conducting manual turning movement counts at the intersection of Pitney Lane/South Cooks Bridge Road in September 2025 when schools were open. The AM peak street counts were utilized in order to make adjustments to afternoon peak hour counts previously conducted in July 2025 in order to reflect activity once schools were in session. Figure 2 in the Appendix illustrates existing AM peak street hour and PM peak street hour traffic volumes on the adjacent roadway network." }, { "id": "p2.13", "order": 15, "type": "heading", "bbox": { "l": 73.2, "t": 245.52, "r": 267.6, "b": 230.64 }, "text": "TRIP GENERATION/DISTRIBUTION", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p2.14", "order": 16, "type": "text", "bbox": { "l": 71.28, "t": 216.48, "r": 549.12, "b": 103.92 }, "text": "Estimates of traffic to be generated by the Shul expansion, were made after reviewing existing parking observations at the Shul and expanding traffic based on the new 32 space parking lot. Morning parking counts conducted in September 2025, consistent with morning services at the Shul, revealed a total of 23 vehicles parked either on the site or on Pitney Lane adjacent to the Shul. Since the 32-space parking lot will provide 9 parking spaces more than is currently necessary, MRA assumed that all of the additional 9 parking spaces would generate traffic during roadway peak hours. Based on this assumption, the Shul expansion will generate the following additional new traffic volumes." } ], "excluded_furniture": { "first": [], "last": [] } }