[ { "page": 1, "items": [ { "page": 1, "type": "TEXT", "location": { "l": 41.04, "t": 660.48, "r": 200.16, "b": 608.16 }, "text": "Kevin P. McDonough (1953-1994)\nJohn H. Rea, P.E.\nJay S. Troutman, Jr., P.E.\nScott T. Kennel", "reading_order": 0 }, { "page": 1, "type": "TEXT", "location": { "l": 244.08, "t": 713.52, "r": 456.24, "b": 697.92 }, "text": "Traffic and Transportation Consulting", "reading_order": 1 }, { "page": 1, "type": "TEXT", "location": { "l": 359.04, "t": 616.8, "r": 456.72, "b": 601.92 }, "text": "December 23, 2025", "reading_order": 2 }, { "page": 1, "type": "TEXT", "location": { "l": 69.12, "t": 588.48, "r": 241.68, "b": 545.52 }, "text": "Jackson Township Planning Board\n95 West Veterans Highway\nJackson, New Jersey 08527", "reading_order": 3 }, { "page": 1, "type": "TEXT", "location": { "l": 68.64, "t": 533.76, "r": 275.52, "b": 463.92 }, "text": "Re: Proposed Residential Subdivision.\nLots 29 & 30 in Block 20101\n102 Sams Road\nJackson Township, Ocean County\nMRA File No. 25-202", "reading_order": 4 }, { "page": 1, "type": "TITLE", "location": { "l": 70.32, "t": 450.48, "r": 181.92, "b": 435.6 }, "text": "Dear Board Members:", "reading_order": 5, "level": 4 }, { "page": 1, "type": "TEXT", "location": { "l": 69.6, "t": 423.36, "r": 544.08, "b": 365.76 }, "text": "McDonough & Rea Associates (MRA) has been asked to provide the Planning Board with a Traffic Impact Analysis for a proposed residential subdivision with 9 building lots to be located on the noted property on Sams Road. The property is located on the west side of Sams Road south of Gail Chambers Road, as shown on Figure 1, a Site Location Map, in the Appendix.", "reading_order": 6 }, { "page": 1, "type": "TITLE", "location": { "l": 69.6, "t": 352.8, "r": 170.4, "b": 337.44 }, "text": "SCOPE OF STUDY", "reading_order": 7, "level": 4 }, { "page": 1, "type": "TEXT", "location": { "l": 69.36, "t": 324.48, "r": 544.08, "b": 294.72 }, "text": "In order to prepare a thorough Traffic Impact Analysis for the proposed residential subdivision, MRA conducted the following tasks:", "reading_order": 8 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 87.36, "t": 282.96, "r": 508.8, "b": 253.92 }, "text": "Made field visits to the site to establish existing roadway and traffic conditions in the area.", "marker": "1.", "list_id": "L1", "level": 0, "reading_order": 9 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 87.12, "t": 241.44, "r": 509.52, "b": 198.48 }, "text": "Conducted peak hour traffic counts at the intersection of South Cooks Bridge Road/Gail Chambers Road in order to inventory existing peak hour traffic volumes.", "marker": "2.", "list_id": "L1", "level": 0, "reading_order": 10 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 88.08, "t": 186.48, "r": 509.04, "b": 156.72 }, "text": "Prepared estimates of traffic to be generated by the 9 single-family dwellings based on Institute of Transportation Engineers (ITE) data and local research.", "marker": "3.", "list_id": "L1", "level": 0, "reading_order": 11 }, { "page": 1, "type": "LIST_ITEM", "location": { "l": 88.08, "t": 145.2, "r": 509.52, "b": 114.96 }, "text": "Distributed site generated traffic north and south along South Cooks Bridge Road in accordance with anticipated arrival and departure patterns.", "marker": "4.", "list_id": "L1", "level": 0, "reading_order": 12 } ] }, { "page": 2, "items": [ { "page": 2, "type": "TEXT", "location": { "l": 71.52, "t": 656.88, "r": 241.44, "b": 641.76 }, "text": "Jackson Township Planning Board", "reading_order": 0 }, { "page": 2, "type": "TEXT", "location": { "l": 300.48, "t": 655.92, "r": 314.64, "b": 643.68 }, "text": "-2", "reading_order": 1 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 89.04, "t": 615.84, "r": 507.84, "b": 587.04 }, "text": "Prepared estimates of future traffic volume demand for a design year of 2035 in accordance with Ocean County Planning Board protocol.", "marker": "5.", "list_id": "L1", "level": 0, "reading_order": 2 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 89.04, "t": 574.08, "r": 508.32, "b": 545.52 }, "text": "Conducted level of service capacity analyses for the South Cooks Bridge Road and Gail Chambers Road intersection.", "marker": "6.", "list_id": "L1", "level": 0, "reading_order": 3 }, { "page": 2, "type": "LIST_ITEM", "location": { "l": 89.04, "t": 533.04, "r": 509.76, "b": 489.84 }, "text": "Reviewed the Subdivision Plan with respect to adherence to New Jersey Residential Site Improvement Standards (RSIS) and conformance with proper traffic engineering principles.", "marker": "7.", "list_id": "L1", "level": 0, "reading_order": 4 }, { "page": 2, "type": "TEXT", "location": { "l": 70.56, "t": 477.84, "r": 544.8, "b": 448.08 }, "text": "The following report sets forth the database accumulated and the conclusions reached with respect to the proposed residential subdivision.", "reading_order": 5 }, { "page": 2, "type": "TITLE", "location": { "l": 71.04, "t": 434.64, "r": 202.8, "b": 419.52 }, "text": "EXISTING CONDITIONS", "reading_order": 6, "level": 4 }, { "page": 2, "type": "TEXT", "location": { "l": 69.84, "t": 406.08, "r": 546.48, "b": 322.8 }, "text": "The subject property is located on the west side of Sams Road south of its intersection with Gail Chambers Road in Jackson Township. Sams Road is a 2-lane north/south Municipal local roadway with a generally level and straight horizontal alignment in the vicinity of the site. Sams Road has a posted speed limit of 35 MPH. Gail Chambers Road is a local 2-ane collector roadway with an east/west orientation connecting to South Cooks Bridge Road east of Sams Road.", "reading_order": 7 }, { "page": 2, "type": "TITLE", "location": { "l": 71.28, "t": 306, "r": 239.76, "b": 290.88 }, "text": "EXISTING TRAFFIC VOLUMES", "reading_order": 8, "level": 4 }, { "page": 2, "type": "TEXT", "location": { "l": 70.08, "t": 276.96, "r": 546.96, "b": 220.8 }, "text": "Traffic volume data was collected by conducted manual turning movement counts at the intersection of South Cooks Bridge Road/Gail Chambers Road. The counts were conducted during the AM and PM peak hours in October 2025. Table I details the AM and PM peak hour traffic volumes.", "reading_order": 9 }, { "page": 2, "type": "TEXT", "location": { "l": 286.08, "t": 207.36, "r": 330.72, "b": 195.36 }, "text": "TABLEI", "reading_order": 10 }, { "page": 2, "type": "TEXT", "location": { "l": 219.6, "t": 193.68, "r": 397.44, "b": 180 }, "text": "2025 EXISTING TRAFFIC VOLUMES", "reading_order": 11 }, { "page": 2, "type": "TABLE", "location": { "l": 147.84, "t": 168.24, "r": 468.48, "b": 88.56 }, "text": "
ROADWAYAPPROACHAM PSHPM PSH
South Cooks Bridge RoadNorthbound540587
Southbound560590
Gail Chambers RoadEastbound5964
Westbound4780
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"column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 147.84, 120.432, 468.48, 152.304 ], "cells": [ { "location": [ 147.84, 120.432, 228, 152.304 ], "text": "South Cooks Bridge Road", "html_text": "South Cooks Bridge Road", "links": [], "cell_header_index": 0, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 228, 136.368, 308.16, 152.304 ], "text": "Northbound", "html_text": "Northbound", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 308.16, 136.368, 388.32, 152.304 ], "text": "540", "html_text": "540", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 388.32, 136.368, 468.48, 152.304 ], "text": "587", "html_text": "587", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 228, 120.432, 468.48, 136.368 ], "cells": [ { "location": [ 228, 120.432, 308.16, 136.368 ], "text": "Southbound", "html_text": "Southbound", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 308.16, 120.432, 388.32, 136.368 ], "text": "560", "html_text": "560", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 388.32, 120.432, 468.48, 136.368 ], "text": "590", "html_text": "590", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 3, "location": [ 147.84, 88.56, 468.48, 120.432 ], "cells": [ { "location": [ 147.84, 88.56, 228, 120.432 ], "text": "Gail Chambers Road", "html_text": "Gail Chambers Road", "links": [], "cell_header_index": 0, "rowspan": 2, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 228, 104.496, 308.16, 120.432 ], "text": "Eastbound", "html_text": "Eastbound", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 308.16, 104.496, 388.32, 120.432 ], "text": "59", "html_text": "59", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 388.32, 104.496, 468.48, 120.432 ], "text": "64", "html_text": "64", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 4, "location": [ 228, 88.56, 468.48, 104.496 ], "cells": [ { "location": [ 228, 88.56, 308.16, 104.496 ], "text": "Westbound", "html_text": "Westbound", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 308.16, 88.56, 388.32, 104.496 ], "text": "47", "html_text": "47", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 388.32, 88.56, 468.48, 104.496 ], "text": "80", "html_text": "80", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 5, "n_cols": 4, "ref": "#/tables/0", "reading_order": 12 } ] }, { "page": 3, "items": [ { "page": 3, "type": "TEXT", "location": { "l": 301.44, "t": 654.96, "r": 313.92, "b": 643.92 }, "text": "-3", "reading_order": 0 }, { "page": 3, "type": "TITLE", "location": { "l": 71.04, "t": 593.28, "r": 264.72, "b": 578.88 }, "text": "TRIP GENERATION/DISTRIBUTION", "reading_order": 1, "level": 4 }, { "page": 3, "type": "TEXT", "location": { "l": 70.08, "t": 564.72, "r": 546.48, "b": 451.68 }, "text": "Estimates of traffic to be generated by the single-family homes were made after consulting data published in the 12^{th} Edition of the ITE Trip Generation Manual and by reviewing research traffic counts conducted by MRA at an existing single-family home development in Jackson Township with similar characteristics to the single-family homes proposed for the subject property (counts conducted at the Royal Grove subdivision on CR 528). Based on the results of the research counts at Royal Grove, it was found that morning and afternoon peak hour traffic volumes generated by those homes were higher than rates suggested by ITE data. Specifically, the following peak hour traffic generation rates were observed at Royal Grove.", "reading_order": 2 }, { "page": 3, "type": "TITLE", "location": { "l": 283.92, "t": 440.16, "r": 333.84, "b": 427.68 }, "text": "TABLE II", "reading_order": 3, "level": 4 }, { "page": 3, "type": "TITLE", "location": { "l": 241.44, "t": 426.48, "r": 374.88, "b": 398.16 }, "text": "TRIP GENERATION RATES\nROYAL GROVE", "reading_order": 4, "level": 4 }, { "page": 3, "type": "TITLE", "location": { "l": 159.36, "t": 384.48, "r": 458.16, "b": 368.88 }, "text": "AM PSH=1.3 Trips per Unit PM PSH=1.15 Trips per Unit", "reading_order": 5, "level": 4 }, { "page": 3, "type": "TEXT", "location": { "l": 70.32, "t": 354.96, "r": 546.72, "b": 325.44 }, "text": "Based on the research data, the following Table illustrates the anticipated peak hour traffic generation for the subject property.", "reading_order": 6 }, { "page": 3, "type": "TITLE", "location": { "l": 241.44, "t": 312.72, "r": 376.08, "b": 270.72 }, "text": "TABLE III\nTRIP GENERATION\n9 SINGLE-FAMILY HOMES", "reading_order": 7, "level": 4 }, { "page": 3, "type": "TABLE", "location": { "l": 204.96, "t": 258.96, "r": 411.12, "b": 210.48 }, "text": "
AM PSHPMPSH
INOUTTOTALINOUTTOTAL
210128311
", "rows": [ { "row_index": 0, "location": [ 204.96, 242.8, 411.12, 258.96 ], "cells": [ { "location": [ 204.96, 242.8, 308.04, 258.96 ], "text": "AM PSH", "html_text": "AM PSH", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 3, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 308.04, 242.8, 411.12, 258.96 ], "text": "PMPSH", "html_text": "PMPSH", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 3, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 1, "location": [ 204.96, 226.64, 411.12, 242.8 ], "cells": [ { "location": [ 204.96, 226.64, 239.32, 242.8 ], "text": "IN", "html_text": "IN", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 239.32, 226.64, 273.68, 242.8 ], "text": "OUT", "html_text": "OUT", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 273.68, 226.64, 308.04, 242.8 ], "text": "TOTAL", "html_text": "TOTAL", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 308.04, 226.64, 342.4, 242.8 ], "text": "IN", "html_text": "IN", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 342.4, 226.64, 376.76, 242.8 ], "text": "OUT", "html_text": "OUT", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 376.76, 226.64, 411.12, 242.8 ], "text": "TOTAL", "html_text": "TOTAL", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": true, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 2, "location": [ 204.96, 210.48, 411.12, 226.64 ], "cells": [ { "location": [ 204.96, 210.48, 239.32, 226.64 ], "text": "2", "html_text": "2", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 239.32, 210.48, 273.68, 226.64 ], "text": "10", "html_text": "10", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 273.68, 210.48, 308.04, 226.64 ], "text": "12", "html_text": "12", "links": [], "cell_header_index": 2, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 308.04, 210.48, 342.4, 226.64 ], "text": "8", "html_text": "8", "links": [], "cell_header_index": 3, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 342.4, 210.48, 376.76, 226.64 ], "text": "3", "html_text": "3", "links": [], "cell_header_index": 4, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 376.76, 210.48, 411.12, 226.64 ], "text": "11", "html_text": "11", "links": [], "cell_header_index": 5, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 3, "n_cols": 6, "ref": "#/tables/0", "reading_order": 8 }, { "page": 3, "type": "TEXT", "location": { "l": 70.8, "t": 196.56, "r": 546.48, "b": 154.08 }, "text": "With respect to the distribution of site generated traffic, a review was made of access to employment and shopping opportunities in the area and the area roadway network. Accordingly, traffic was distributed as follows:", "reading_order": 9 }, { "page": 3, "type": "TEXT", "location": { "l": 88.56, "t": 141.12, "r": 268.32, "b": 127.44 }, "text": "80 percent to and from the south", "reading_order": 10 }, { "page": 3, "type": "TEXT", "location": { "l": 89.52, "t": 126.72, "r": 268.08, "b": 112.8 }, "text": "20 percent to and from the north", "reading_order": 11 } ] }, { "page": 4, "items": [ { "page": 4, "type": "TEXT", "location": { "l": 71.28, "t": 657.12, "r": 243.6, "b": 642.48 }, "text": "Jackson Township Planning Board", "reading_order": 0 }, { "page": 4, "type": "TEXT", "location": { "l": 301.44, "t": 655.44, "r": 315.84, "b": 644.88 }, "text": "-4-", "reading_order": 1 }, { "page": 4, "type": "TITLE", "location": { "l": 71.28, "t": 614.88, "r": 251.28, "b": 600 }, "text": "ANALYSIS OF FUTURE TRAFFIC", "reading_order": 2, "level": 4 }, { "page": 4, "type": "TEXT", "location": { "l": 70.08, "t": 586.08, "r": 546.96, "b": 502.08 }, "text": "A design year of 2035 was assumed in accordance with Ocean County Planning Board protocol. Existing peak hour traffic volumes were expanded by 10 percent after reviewing the New Jersey Department of Transportation's (NJDOT) background traffic growth rate data for the area to develop the 2035 no-build traffic volumes. Site generated and distributed traffic was then surcharged onto no-build volumes to establish the 2035 build traffic volumes, as detailed in Table IV.", "reading_order": 3 }, { "page": 4, "type": "TEXT", "location": { "l": 162.72, "t": 488.4, "r": 454.8, "b": 446.16 }, "text": "TABLE IV\nSOUTH COOKSBRIDGE ROAD AND GAIL CHAMBERS ROAD\n2035 BUILD TRAFFIC VOLUMES", "reading_order": 4 }, { "page": 4, "type": "TABLE", "location": { "l": 113.28, "t": 435.6, "r": 504.72, "b": 318 }, "text": "
ROADWAYAPPROACHMOVEMENTAMPSHPMPSH
South Cooks Bridge RoadNorthboundThru590645
Left4067
SouthboundRight1121
Thru615650
Gail Chambers RoadEastboundLeft1327
Right5640
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Level of service is a measure of average control delay. Average control delay is the time lost due to deceleration and the amount of time from when a vehicle is stopped for a traffic control device (or at the end of the queue) to when the vehicle departs the intersection. Delay is a relative quantity of driver discomfort, frustration, fuel consumption, and loss in travel time.", "reading_order": 6 }, { "page": 4, "type": "TEXT", "location": { "l": 70.8, "t": 207.12, "r": 548.64, "b": 149.28 }, "text": "Levels of service range from “A” to “F” with “A” being the highest or best attainable level of service. Level of service “E” with average control delays of not more than 50 seconds per vehicle at an unsignalized intersection indicates near to or at capacity conditions and is generally considered the limit of acceptable level of service and delay.", "reading_order": 7 }, { "page": 4, "type": "TEXT", "location": { "l": 70.8, "t": 138.24, "r": 547.44, "b": 80.16 }, "text": "Full definitions of levels of service for unsignalized intersections as well as level of service summaries are included in the Appendix. The intersections studied by this report were analyzed according to the procedures set forth in the Highway Capacity Manual 2022, using the McTrans Highway Capacity Software (HCS 2025).", "reading_order": 8 } ] }, { "page": 5, "items": [ { "page": 5, "type": "TEXT", "location": { "l": 301.92, "t": 654.48, "r": 316.8, "b": 643.68 }, "text": "-5-", "reading_order": 0 }, { "page": 5, "type": "TEXT", "location": { "l": 71.76, "t": 614.88, "r": 546.72, "b": 557.52 }, "text": "Findings were that the exiting movements from the Gail Chambers Road to South Cooks Bridge Road, during the morning peak hour, will do so at level of service “C”. For the afternoon peak hour, the intersection will operate at level of service “D”. Therefore, the offsite South Cooks Bridge Road intersection will operate within acceptable traffic engineering parameters.", "reading_order": 1 }, { "page": 5, "type": "TITLE", "location": { "l": 72.24, "t": 545.28, "r": 184.08, "b": 529.92 }, "text": "SUBDIVISION PLAN", "reading_order": 2, "level": 4 }, { "page": 5, "type": "TEXT", "location": { "l": 71.04, "t": 516.24, "r": 547.2, "b": 445.92 }, "text": "With respect to the residential subdivision cul-de-sac, we note that the new Jersey RSIS permits up to 24 single family homes to be constructed on a single point of access. Since 9 homes are proposed on the cul-de-sac, it complies with RSIS accessibility criteria. The Subdivision Plan details a 30-foot-wide roadway with parking permitted on both sides of the street in accordance with RSIS.", "reading_order": 3 }, { "page": 5, "type": "TEXT", "location": { "l": 71.52, "t": 433.2, "r": 547.44, "b": 390.72 }, "text": "The proposed right-of-way of the proposed subdivision roadway is 50 feet in accordance with RSIS. Also, the right-of-way at the cul-de-sac bulb provides for a 50-foot radius also in compliance with RSIS.", "reading_order": 4 }, { "page": 5, "type": "TITLE", "location": { "l": 72.48, "t": 376.8, "r": 156.48, "b": 362.4 }, "text": "CONCLUSIONS", "reading_order": 5, "level": 4 }, { "page": 5, "type": "TEXT", "location": { "l": 71.28, "t": 348, "r": 547.68, "b": 291.36 }, "text": "It is concluded, based on the analysis set forth in this report, that the construction of 9 single family homes on the noted property will generate approximately 12 new AM peak street hour trips and 11 new PM peak street hour trips. The Subdivision Plan has been designed in accordance with New Jersey RSIS.", "reading_order": 6 }, { "page": 5, "type": "TEXT", "location": { "l": 71.52, "t": 279.36, "r": 547.44, "b": 235.92 }, "text": "A representative of MRA will be in attendance at an upcoming Jackson Township Planning Board meeting to provide expert testimony and answer any questions Board members, Board experts or the public may have.\nVery truly yours,", "reading_order": 7 }, { "page": 5, "type": "TEXT", "location": { "l": 72.48, "t": 223.92, "r": 158.4, "b": 208.8 }, "text": "Very truly yours,", "reading_order": 8 }, { "page": 5, "type": "TEXT", "location": { "l": 67.2, "t": 201.36, "r": 203.52, "b": 131.28 }, "text": "John H. Rea, PE\nPrincipal", "reading_order": 9 }, { "page": 5, "type": "TEXT", "location": { "l": 71.04, "t": 126.72, "r": 184.32, "b": 112.08 }, "text": "cc: Eli Halpert, PE", "reading_order": 10 }, { "page": 5, "type": "FIGURE", "location": { "l": 342, "t": 211.68, "r": 448.32, "b": 163.2 }, "text": "", "reading_order": 11 }, { "page": 5, "type": "TEXT", "location": { "l": 360.96, "t": 167.28, "r": 442.32, "b": 140.64 }, "text": "Scott T. Kennel\nSr. Associate", "reading_order": 12 } ] }, { "page": 6, "items": [ { "page": 6, "type": "FIGURE", "location": { "l": 0, "t": 792, "r": 612, "b": 0 }, "text": "", "reading_order": 0 }, { "page": 6, "type": "TEXT", "location": { "l": 241.2, "t": 433.92, "r": 368.4, "b": 408 }, "text": "APPENDIX", "reading_order": 1 } ] }, { "page": 7, "items": [ { "page": 7, "type": "TEXT", "location": { "l": 55.44, "t": 757.44, "r": 583.92, "b": 688.32 }, "text": "M R McDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTING FIGURE 1", "reading_order": 0 }, { "page": 7, "type": "TEXT", "location": { "l": 231.6, "t": 734.4, "r": 583.92, "b": 711.36 }, "text": "JOB NO. DATE:", "reading_order": 1 }, { "page": 7, "type": "TEXT", "location": { "l": 231.6, "t": 711.36, "r": 583.92, "b": 688.32 }, "text": "25-202 2025", "reading_order": 2 }, { "page": 7, "type": "FIGURE", "location": { "l": 51.36, "t": 756.24, "r": 584.64, "b": 98.64 }, "text": "", "reading_order": 3 }, { "page": 7, "type": "TEXT", "location": { "l": 60.72, "t": 681.6, "r": 102.24, "b": 669.6 }, "text": "SUBJECT:", "reading_order": 4 }, { "page": 7, "type": "TEXT", "location": { "l": 252.24, "t": 669.12, "r": 376.08, "b": 652.32 }, "text": "SITE LOCATION MAP", "reading_order": 5 }, { "page": 7, "type": "FIGURE", "location": { "l": 51.12, "t": 173.52, "r": 586.32, "b": 28.8 }, "text": "", "reading_order": 6 } ] }, { "page": 8, "items": [ { "page": 8, "type": "TEXT", "location": { "l": 523.2, "t": 756.24, "r": 584.64, "b": 749.04 }, "text": "Page Created: June. 2020", "reading_order": 0 }, { "page": 8, "type": "FIGURE", "location": { "l": 28.32, "t": 748.32, "r": 601.44, "b": 58.32 }, "text": "", "reading_order": 1 }, { "page": 8, "type": "TABLE", "location": { "l": 415.2, "t": 747.6, "r": 593.28, "b": 59.28 }, "text": "
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JurisdictionCounty
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Federal Aid - NHS SySTP
Control Section
Speed Limit45
Number of Lanes2
Med. TypeNone
Med. Width
Pavement342834243224
Shoulder1012121248
Traffic Volume
Traffic Sta. ID
Structure No.
Enlarged Views
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Groups Printed-CARS - TRUCKS - SCHOOL BUS
South Cooks Bridge RoadSouth Cooks Bridge RoadGail Chambers Road
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
07:00 AM842862115117325208
07:15 AM944989129138538244
07:30 AM106511161271337714258
07:45 AM111211351701759615303
Total39513408225415632418421013
08:00 AM116412061351418816277
08:15 AM132313581411495914298
08:30 AM1363139101231335712284
08:45 AM15711581214015201414324
Total54111552365395751838561183
09:00 AM1342136813414201919297
09:15 AM1282130513914451318292
09:30 AM127313013131144549283
09:45 AM12211231314816101010294
Total5118519395525911046561166
Grand Total14473214799716321729521021543362
Approx %97.82.25.694.433.866.2
Total %43.01.044.02.948.551.41.53.04.6
South Cook's Bridge RoadSouth Cook's Bridge RoadGail Chambers Road
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
Peak Hour From 07:00 AM to 09:45 AM - Peak 1 of 1
Intersection08:15 AM
Volume5599568385385761049591203
Percent98.41.66.693.416.983.1
08:45 Volume15711581214015201414324
Peak Factor0.928
High Int.08:45 AM08:45 AM09:00 AM
Volume15711581214015201919
Peak Factor0.8990.9470.776
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South Cooks Bridge RoadSouth Cooks Bridge RoadGail Chambers Road
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
03:00 PM11201124146150369271
03:15 PM12841323135138235275
03:30 PM147315071671743912336
03:45 PM143214591421513811307
Total5309539235906131126371189
04:00 PM18421867153160156352
04:15 PM112711912142154178281
04:30 PM1293132131661793710321
04:45 PM138214081281364913289
Total5631457740589629928371243
05:00 PM1524156121531652911332
05:15 PM13561411310912241115278
05:30 PM16751721615717314923368
05:45 PM1364140201681886915343
Total59019609615876482638641321
Grand Total16834217251241766189046921383753
Approx %97.62.46.693.433.366.7
Total %44.81.146.03.347.150.41.22.53.7
South Cooks Bridge RoadSouth Cooks Bridge RoadGail Chambers Road
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
Peak Hour From 03:00 PM to 05:45 PM - Peak 1 of 1
Intersection05:00 PM05:45 PM05:30 PM0.897
Volume59019609615876482638641321
Percent96.93.19.490.640.659.4
05:30 Volume16751721615717314923368
Peak Factor
High Int.05:30 PM05:45 PM05:30 PM
Volume167517220168188149230.696
Peak Factor0.8850.8620.696
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R-1 SUBDIVISION
REQUIREDLOT 29LOT 30LOT 30.01LOT 30.02LOT 30.03LOT 30.04LOT 30.05LOT 30.06LOT 30.07LOT 30.08LOT 30.09LOT 30.10LOT 30.11
MINIMUM REQUIRED LOT.DIMENSIONS
AREA1 ACRE4.99 ACRE8.21 ACRE1.00 ACRE1.00 ACRE1.00 ACRE1.41 ACRE1.01 ACRE1.10 ACRE1.08 ACRE2.39 ACRE1.22 ACRE0.458 ACRE0.341 ACRE
LOT WOTH (FEET) (AT WTH. FRONT SETBACK)150337.67631.60217.17181.63165.95150.00209.81150.51178.20151.00150.25177.79122.31^{**}
LOT FRONTAGE (FEET)75337.67631.90148.84150.79155.25113.81188.35112.36146.8583.69109.94193.20122.31
LOT DEPTH (FEET)200645.00845.00200.00200.00270.72205.27201.29201.29207.43259.32203.01135.22^{**}165.95^{**}
MINIMUM REQUIRED YABD.DIMENSIONS
FRONT4071.8671.8672.1199.7175.4079.8065.7140.3054.06N/AN/A
SIDE (ONE)2044.9747.5971.8048.4559.5348.4840.5428.4535.52N/AN/A
REAR5078.4378.4344.4377.5876.8274.7964.84147.5986.21N/AN/A
MAX. BLDG. HEIGHT (FEET)35<35<35<35<35<35<35<35<35<35N/AN/A
MAX BLDG. COVERAGE (%)159.169.169.169.529.098.368.473.837.50N/AN/A
PARKING4 SPACES/LOT
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INDEX OF SHEETS:
SHEET #SHEET TITLEINITIAL RELEASE:REV. DATE
C100COVER SHEET10/05/2025
G200EXISING CONDITIONS & DEMOLUTION PLAN10/05/2025
C300SITE LAYOUT PLAN10/06/2024
C400CRADING'S DRAINAGE & UTILITY PLAN10/06/2025
C500LANDSCAPE'S TREE SAVE PLAN10/06/2024
C600LIGHTING PLAN10/06/2025
C800CONSTRUCTION DETAILS10/06/2025
C900CONSTRUCTION DETAILS10/06/2025
C100SOIL EROSION & SEDIMENT CONTROL PLAN10/06/2025
C100SOIL EROSION & SEDIMENT CONTROL PLAN10/06/2025
C1000EXISTING DRAINAGE AREA PLAN10/06/2025
C1001PROPOSED DRAINAGE AREA PLAN10/06/2025
C1002COLLECTION SYSTEM DRAINAGE AREA PLAN10/06/2025
C2000ROADWAY PROFILE PLAN10/06/2025
C2001ROADWAY CROSS SECTIONS10/06/2025
C2002ROADWAY CROSS SECTIONS10/06/2025
C2003ROADWAY CROSS SECTIONS10/06/2025
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(732) 806-7439 OFFICE/HALLERONS/SLATING.COM COA ZHGAS821300 PRELIMINARY ERIC HALPERT PROFESSIONAL ENGINEER AND PLANNER NJ PELIC. NO. 55771 NJ PPL. LIC. NO. 6488 PROJECT NO. 25016 SCALE AS SHOWN", "reading_order": 21 }, { "page": 13, "type": "TEXT", "location": { "l": 111.36, "t": 81.12, "r": 134.4, "b": 53.04 }, "text": "DATE 10-06-2025", "reading_order": 22 }, { "page": 13, "type": "TEXT", "location": { "l": 111.36, "t": 53.04, "r": 134.4, "b": 24.96 }, "text": "SHEET NO. C100", "reading_order": 23 }, { "page": 13, "type": "TABLE", "location": { "l": 143.04, "t": 148.32, "r": 168.72, "b": 48.96 }, "text": "
CHAIRMANDATE
SECRETARYDATE
ENGINEERDATE
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OUTROUD AND TOPดGRAPH INFORMATION DEPICTED HEREON TAKEN FROM A PLAN DETISTED OUTROUD AND TOPGRAPH SURVEY FOR 102 SANS ROAD LOT 29620 BLOCK 20101 PREPARED BY CLEARPOINT SERVICES, LLC, DATED 06-04-2015\nZONE: R-1\nPROPOSED USE: RESIDENTIAL\nEXISTING IMPROVEMENTS ON LOTS 29620 TO REMAINED.\nTHE SITE WILL BE SERVED BY PUBLIC SEVER AND WATER.\nTHIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMENTS, AGENCY REVIEW AND APPROVAL.\nTHE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY.\nTHIS SET OF PLANS HAS BEEN REPARRED FOR PURPOSE OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL.\nTHESE 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.\nEXISTING 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 VER�TE ALL INFORMATION TO HIS SATISFACTION FROM OR EXCAVATION, AND NOTIFY IN ONE CALL AS REQUIRED BY LAW. TEST PET INFORMATION SHALL BE GIVEN TO THE ENGINEER PERSON TO CONSTRUCTION TO PERMIT ADJUSTMENT AS REQUIRED TO AVID CONFLICTS.\nALL MATERIALS, WORKMAKSHP AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH:\nH.J. 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C200", "reading_order": 7 }, { "page": 14, "type": "TEXT", "location": { "l": 88, "t": 48.48, "r": 100.56, "b": 25.44 }, "text": "PROFESSIONAL ENGINEER AND PLANNER NUPE LIC. NO. S571 NUPP LIC. 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Level of ServiceAverage Control Delay
A≤ 10.0 Seconds Per Vehicle
B> 10.0 and ≤ 15.0 Seconds Per Vehicle
C> 15.0 and ≤ 25.0 Seconds Per Vehicle
D> 25.0 and ≤ 35.0 Seconds Per Vehicle
E> 35.0 and ≤ 50.0 Seconds Per Vehicle
F> 50.0 Seconds Per Vehicle
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"> 25.0 and ≤ 35.0 Seconds Per Vehicle", "html_text": "> 25.0 and ≤ 35.0 Seconds Per Vehicle", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 5, "location": [ 143.28, 531.7714, 527.04, 551.8629 ], "cells": [ { "location": [ 143.28, 531.7714, 335.16, 551.8629 ], "text": "E", "html_text": "E", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 335.16, 531.7714, 527.04, 551.8629 ], "text": "> 35.0 and ≤ 50.0 Seconds Per Vehicle", "html_text": "> 35.0 and ≤ 50.0 Seconds Per Vehicle", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" }, { "row_index": 6, "location": [ 143.28, 511.68, 527.04, 531.7714 ], "cells": [ { "location": [ 143.28, 511.68, 335.16, 531.7714 ], "text": "F", "html_text": "F", "links": [], "cell_header_index": 0, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": true, "placeholder": false, "ref": "#/tables/0" }, { "location": [ 335.16, 511.68, 527.04, 531.7714 ], "text": "> 50.0 Seconds Per Vehicle", "html_text": "> 50.0 Seconds Per Vehicle", "links": [], "cell_header_index": 1, "rowspan": 1, "colspan": 1, "column_header": false, "row_header": false, "placeholder": false, "ref": "#/tables/0" } ], "ref": "#/tables/0" } ], "n_rows": 7, "n_cols": 2, "ref": "#/tables/0", "reading_order": 1 }, { "page": 16, "type": "TEXT", "location": { "l": 70.32, "t": 108, "r": 534.48, "b": 83.04 }, "text": "1 Transportation Research Board, Highway Capacity Manual 2022, National Research Council, Washington, DC, 2022.", "reading_order": 2 } ] }, { "page": 17, "items": [ { "page": 17, "type": "TEXT", "location": { "l": 246.72, "t": 766.08, "r": 341.52, "b": 748.56 }, 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Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
VozencUURURUUU
Priority1011127891U1234U45
Number of Vozenc00000000
ConfigurationLRLTTR
Volume (veh)12564080611
Percent Heavy Vehicles (%)333
Proportion of Vehicles Blocked
Percent Grade (%)0
Right to be in Control
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)6.56.24.5
Base Follow-Up Headway (sec)3.53.32.2
Follow-Up Headway (sec)3.73.62.2
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)7242
Capacity (veh/h)3.59.2
v/c Ratio0.210.05
95% Quality of Vehicles (veh)0.090.01
95% Queue Length, Qs (ft)20.52.6
Control Index (scwh)18.29.1
Level of Service (LOS)CA
Approach delay (scwh)18.20.6
Approach LOSCA
Copyright © 2025 University of Florida. All Rights Reserved.Copyright © 2025 University of Florida. All Rights Reserved.
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HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionSOUTH COOKS & GAIL CHAMBERS
Agency/CoWRAJurisdiction
Date Performed12/23/2025East/West StreetGAIL CHAMBERS
Analysis Year2035North/South StreetSOCOOKSBRIDGE RD
Time AnalyzedAMPeak Hour Factor0.95
Intersection OrientationNorth SouthAnalysis Time Period (hrs)0.25
Project Description25-202AFB BUILD
Lanes
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HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionSOUTH COOKS & GAIL CHAMBERS
AgencyVBSUnderation
Date Performed12/23/2025East/West StreetGAIL CHAMBERS
Analysis2025North/SouthSOCOOKS RUBBERED
Time AnalyzedPMPeak Hour Factor0.95
Date of CleanupNon-soilAnalysis Time Period (h)0.25
Project Description25-202PFB BUILD
Lanes
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
Mileage (km)1011127891011234U45
Priority0000000000000
Number of Veh.1111111111111
ConfigurationLRLTTR
Volume (km)7111111111111
Percent Heavy Vehides (%)3333333333333
Proportion Time Blocked
Percent Grade (%)0
Right-End Gas/Gasper
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)3.13.21.1
Base Follow-Up Headway (sec)3.53.32.2
Flow Up Headway (sec)3.53.32.8
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)7171
Capacity (kWh)1.32.8
V/C Ratio0.330.08
Capacity Qubit with Qv (kWh)3.50.1
95% Queue Length, Qos (ft)35.87.7
Control Delay (Veh)0.10.2
Level of Service (LOS)DA
Approach Delay (Veh)20110.9
Approach LOSDA
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