PAVEMENT MANAGEMENT SYSTEM ROADWAY IMPROVEMENT REPORT

PREPARED BY THE DEPARTMENT OF PLANNING & ENGINEERING

______BRIAN S. PICCIRILLO, P.E. LICENSE NO. 24GE05006400

______CARL P. O’BRIEN, P.E.,P.P., C.M.E. LICENSE NO. 24GE04515400 Contents

I. EXECUTIVE SUMMARY 2

II. INTRODUCTIONS & OBJECTIVES 3

Goals and Roadway Repair Information 3

Roadway Selection and Grouping Recommendations 4

Roadway Mapping 4

III. EVALUATION METHODOLOGY 4

IV. COST ESTIMATE 4

Purpose and Limitations 4

Optional Improvements 5

V. RECOMMENDATIONS/CONCLUSIONS 5

APPENDIX A 7

APPENDIX B 16

APPENDIX C 57 I. EXECUTIVE SUMMARY

The Township of Edison, referred to as the “Township,” is responsible for approximately 260 miles of municipal roadway. The Township administration requested the Department of Planning and Engineering, referred to as “Engineering” to prepare a Pavement Management System (PMS). Presently, approximately 66.4 miles of roadway have been repaved or reconstructed since 2014, corresponding to 25% of the total mileage of municipal roadway within the Township during the past five (5) years.

Through the establishment of a PMS program, a systematic approach to the repair and repaving of municipal roads will be implemented to ensure the future achievement of an adequate roadway system.

The principal goals of the PMS Improvement Report are to:

1. Evaluate the existing road conditions; 2. Rank the road for inclusion in the Townships road program; 3. Provide a planning tool that will assist the Township in budgeting the necessary funds annually to maintain an acceptable roadway system.

Township staff evaluated the municipal roadways based upon criteria developed from the New Jersey Public Works Handbook, including:

 Cracking Patterns: Transverse, Longitudinal, Alligator and Shrinkage;  Potholes and Deficient Drainage;  Corrugation, Raveling, Rutting, Pushing and Shoving;  Exposure of Aggregate and Excessive Asphalt; and  Overall Riding Quality.

General cost estimates were prepared for planning purposes based upon their current conditions. The estimates include costs associated with re‐paving projects including milling and paving, base repair, curb and sidewalk replacement and miscellaneous costs such as traffic control, tree removal and upgrades of inlets in accordance with New Jersey Department of Environmental Protection (NJDEP) and U.S. Environmental Protection Agency (EPA) regulations.

Roads generally have a fifteen to twenty (15 ‐20) year useful life prior to requiring a re‐surfacing or complete reconstruction. For the Township’s PMS, the municipal roads were divided into five (5) groups according to roadway condition. These groups are to be paved in five (5) year increments within the twenty (20) year useful life of each road. The roads were identified by color as shown on the “Road Resurfacing Map” in the Appendix and as outlined below:

TABLE 1 Color Condition Paving Year Red Poor ‐ Priority 1‐2 Pink Poor 1‐5 Yellow Fair 6‐10 Blue Good 11‐15 Green Very Good 16‐20

It is noted that roads currently in acceptable condition will continue to deteriorate over time, while repair costs are likely to increase by the time the roadway conditions become unacceptable.

II. INTRODUCTIONS & OBJECTIVES

Goals and Roadway Repair Information The intended goal of the Township of Edison Pavement Management System (PMS) is to provide a long‐range planning tool relative to the maintenance of the Township roadway system. Pavement Management Systems are designed to extend the useful life of the local roadway network. Through such extension, the cost associated with maintenance and reconstruction can be significantly reduced.

All roads deteriorate with time. Without a properly organized road maintenance effort, the condition of the road system will get progressively worse, and the cost of repairs will increase drastically. Therefore, drainage problems will accumulate, roadway conditions will deteriorate, and the road must eventually be reconstructed at double or triple the cost of a timely resurfacing.

It costs significantly less to maintain a roadway at an acceptable level by implementing a timely rehabilitation program, rather than allowing the road to fail, resulting in a full reconstruction. A full roadway reconstruction is the complete replacement of the structural components of the roadway including asphalt pavement, sub‐base, curbs and sidewalks. The mill and overlay method consists of the removal of the existing surface (wearing) course, repair of pavement base course in select areas as determined by the Township Engineer, replacement of selected sections of curb for drainage purposes, sidewalk for accessibility purposes and installation of a two inch (2”) thick asphalt surface course. Roadway Selection and Grouping Recommendations Engineering has developed cumulative roadway ratings for entire stretches of road, or for portions of road, where adjacent roadway conditions are significantly different. It is recommended that future paving projects focus on paving the entire length of roads, and adjacent side streets, to avoid a “patchwork” appearance of the roadway network. The selection and grouping recommendations include:

 Paving an entire length of roadway;  Extending the paving project limits when adjacent road conditions are similar;  Paving adjacent streets in need of repaving when paving a main road;  Paving groups of streets in similar conditions within a given area.

The benefits of paving longer sections and grouping roads are:

 To provide an economy of scale and better prices for a larger project;  To minimize contractor re‐mobilization costs for moving equipment and lost productivity;  To allow better tracking of progress in annual road programs;  To select roadways of similar conditions for future projects twenty (20) years from now;  To avoid a “patchwork” appearance of the roadway system.

Roadway Mapping Engineering prepared a visual representation of roadway conditions in the Township using Computer Aided Design and Drafting (CADD) software. The visual representation, titled “Road Resurfacing Map,” is included in the Appendix. The colors on the map indicate the severity of each road’s condition and correspond to a period of time, in years, before repair and reconstruction of the road becomes essential.

III. EVALUATION METHODOLOGY

The first step in developing a Pavement Management System (PMS) is to develop a consistent methodology for roadway inspection. The Township roads were investigated and evaluated by field reconnaissance inspections performed in the Spring of 2018. After evaluation, the roads were divided into five (5) paving groups based on roadway condition, and were assigned a corresponding color: red, pink, blue, yellow, or green. Red represents roads in the poorest condition, and green represents roads recently paved or in a long‐lasting condition.

IV. COST ESTIMATE

Purpose and Limitations Detailed cost estimates should be performed for each road prior to inclusion in the annual road program. However, for the purpose of a rough cost estimate, a general cost of $150,000.00 per centerline mile can be used for budgeting. This cost calculated from the New Jersey Department of Transportation’s bid price reports includes the installation of handicap ramps, installing NJDEP compliant storm inlet castings, and milling and resurfacing the roadway. Milling and paving costs are typically based upon a two inch (2”) mill and overlay. The percentage of base repair, at the time of required pavement resurfacing, is generally ten (10) to twenty (20) percent of the area to be milled and overlaid.

In the Appendix, a summary is provided listing the roads and roadway limits in each paving group category.

Optional Improvements Additional costs to consider are as follows: typical incidental construction costs such as traffic control, striping, tree removal, sanitary sewer television inspection and repair, upgrade of inlets per NJDEP stormwater regulations, treatment of cracks in roads, curb and sidewalk replacement outside the construction of ADA compliant ramps. While the Township typically does not replace curb and sidewalk outside of the construction of ADA compliant ramps on self‐funded projects, projects located within CDBG Districts can require curb and sidewalk replacement. These projects typically require twenty‐five percent (25%) replacement or more to repair curb driveways aprons.

V. RECOMMENDATIONS/CONCLUSIONS

The following is a summary of recommendations for future road programs based upon the Roadway Improvement Report:

 Select roads based upon the poorest paving group rating;  Adjust road selections based upon traffic volume, as appropriate;  Adjust road selection based upon pending utility projects;  Appropriate funding using total road length and road condition as a guide;  Pave the entire length of a road (or road section where conditions greatly vary);  Extend paving limits for transitional purposes where conditions warrant;  Pave adjacent side streets in need of repaving when paving a main road to minimize contractor re‐mobilization;  Pave groups of streets in similar conditions in a given area to achieve an economy of scale;  Televise the sanitary sewers for defects prior to paving the selected roads to avoid future repairs that would impact newly paved roads;  Enforce the Township Road Opening Ordinance (19‐4) to minimize defects from utility openings; (See Appendix A)  Utilize outside funding sources such as Community Development Block Grants (CDBG) and New Jersey Department of Transportation (NJDOT) Local Aid to fund low rated roads that meet the criteria for those funding sources;

The recommendations of this report exclude routine maintenance, which includes pothole repair, crack sealing, etc. This type of work is considered normal maintenance and should be performed by the Township’s Department of Public Works as manpower permits. It is highly recommend that the Township, prior to implementing each year’s program, briefly re‐inspects the roadways scheduled for the next two (2) years to assure that certain roadways are not deteriorating faster than originally anticipated. Roadway estimates should also be performed for each road based upon the current conditions and a detailed evaluation of the road.

Additionally, we recommend that the sanitary sewers be televised and reviewed for defects prior to paving the selected roads to avoid future repairs that would impact newly paved roads.

This improvement program should be looked upon as a tool. Each year the program should be evaluated for consistency and coordination with new development, County, State and neighboring municipal construction activities and utility work. The program should be considered as a framework in planning yearly capital improvement programs.

APPENDIX A

STREET OPENING AND OCCUPATION ORDINANCE 19‐4

CHAPTER XIX STREETS AND SIDEWALKS

19-1 STREET EXCAVATIONS AND OCCUPATION. Prior ordinances: 1999 Code §§12.04.010—12.04.120.

19-1.1 Permit Required.

a. No person (defined to mean any corporation, company, association, firm, partnership or individual) shall make an excavation in or tunnel under any street for the laying of gas, water or sewer or for any other purpose without first obtaining a permit from the Director of the Department of Public Works.

b. A tunnel or excavation may be commenced without a permit where an emergency has arisen which makes it necessary to start work immediately, provided that the application for permit shall be retroactive to the date on which the work was begun and that the Police Department and the Department of Public Works be notified before work commences. The permit shall be applied for within 24 hours of the known emergency or on the next business day, whichever is more practical.

c. The Director of the Department of Public Works or the Township Engineer shall be notified within 24 hours of a road opening for an emergency situation. If a road opening commences on a Saturday or Sunday as a result of emergency work, the Police Department shall be notified prior to the start of work, and the Director of the Department of Public Works or the Township Engineer shall be notified on the morning of the first business day thereafter.

d. No person shall encumber or obstruct any street or public place in the Township of Edison by placing therein or thereon any building materials or any articles whatsoever without first obtaining the written permission from the Director of Public Works.

e. The Director of Public Works shall have the power to grant permits to builders and others to occupy space not to exceed one-third (1/3) of the width of a vehicular lane of any street with building material if, in his opinion, the public interest or inconvenience will not suffer thereby. The fee for a permit to occupy the street shall be seventy-five ($75.00) dollars.

f. The Director of the Department of Public Works [supervisor of the Division of Licenses and Permits may issue permits to municipal public bodies without fee. (Ord. No. O.1999-2018)

19-1.2 Application.

a. Applications for a permit shall be made to the Director of the Department of Public Works and shall contain the following information:

1. The name and address of the applicant;

2. The name of the street where the opening is to be made and the street number, if any, of the abutting property;

3. The nature of the surface in which the opening is to be made (whether sewer, water or gas and whether new construction or the repair of an existing street);

4. The character and purpose of the work proposed;

5. The date when the work is to be commenced and date when work is to be completed.

6. A plan or sketch in proper scale indicating the size and location of the proposed opening(s) which shall include:

(a) The distance in feet from the nearest intersection and from the nearest curbline;

(b) The dimensions of the opening including length and width; and

(c) The type of pavement or surface to be opened.

7. Any applicant for a permit shall provide to the Township proof of general liability insurance coverage

8. A utility mark-out within the area affected

9. Traffic Control Plan

10. A written agreement to completely restore the area affected within a specified number of calendar days after the first disruption thereof to the condition it was in at the time it was first completed. The selected period of time is subject to the approval of the Director of the Department of Public Works and the Township Engineer.

b. Each application shall state the identity and address of the applicant, the party responsible for performing such construction, the location where the excavation or tunnel is to be made, the dimensions of the opening and the date when the work is to be commenced and completed.

c. The Department of Public Works shall issue a permit to the applicant when it determines that (i) the necessary documents are acceptable in form and substance, (ii) the applicant has paid the review and inspection fee, (iii) the applicant has posted sufficient security, (iv) the applicant has satisfied all other requirements applicable to the issuance of permits in the Township of Edison. (Ord. No. O.1999-2018)

19-1.3 Fees and Deposits.

a. An administrative application fee must be paid in the form of a check or money order when the application is made. The applicant shall be charged an administrative application fee of two hundred ($200.00) dollars for each permit.

b. A deposit must be paid in form of a check or money order when the application is made. For each opening made in any unimproved street, street paved with macadam, street paved with reinforced concrete, or any similar type of finished pavement, or tunneling the applicant shall be charged twenty ($20.00) dollars per square foot or portion thereof; minimum charge, two hundred ($200.00) dollars in the Township's escrow account maintained by the Chief Financial Officer. There shall be filed with the posted security a written consent that if the restoration work is not completed by the date specified then the Township may retain a private contractor to perform the restoration work and draw upon the security to the contractor. Security shall be returned upon final inspection.

c. In the event that any person shall make an application for a permit after the excavation shall have been made or the tunneling operation shall have been performed, the administrative application fee shall be increased to five hundred ($500.00) dollars.

d. The deposit shall be retained by the Township for the duration of one (1) year after the surface has been restored. Refunds of deposits will be made upon satisfactory completion of street opening restoration.

e. Qualified Utilities. 1. Qualified utilities shall be exempt from the individual permit schedule but must notify the Department of Public Works before any excavations are made. In lieu of individual permits, a company/security bond shall serve as a guaranty of fee payments. Such bonds shall have a duration of one (1) year.

2. Qualified utilities are defined as utilities regulated by New Jersey Board of Regulatory Commissions.

3. Qualified utilities shall make payment to the Director of the Department of Public Works on a quarterly basis for all permits obtained in the preceding quarter.

f. Indemnification.

1. Every permittee, as a condition of accepting any permit issued hereunder, shall save and hold harmless the Township of Edison and indemnify the Township of Edison, its officials, agents, servants and employees for and against any and all loss, damage, claim, expense or demand whatsoever arising out of any matter or resulting from the opening or excavation of any street and the issuance of a permit therefor as provided in this section.

2. Notice of Failure to Make Progress. If the permittee, in installing the permanent pavement shall fail to make progress satisfactory to the Director of the Department of Public Works, the Township may give written notice of such failure to the permittee. If, within twenty (20) days after the receipt of such notice, the permittee shall fail to make progress at a rate satisfactory to the Superintendent of the Department of Public Works, the Township shall have the right to complete the installation of such pavement, in which event the permittee shall be charged for the cost thereof at the rate the Township is billed by the contractor who performs the work, or at the rate it costs the Township to perform such work itself, which charges shall be billed after the receipt of the bill therefore. (Ord. No. O.1999-2018)

19-1.4 Additional Deposits. If the Department of Public Works determines that an excavation for which a permit has been issued is of greater dimensions than those stated in the permit, the Department of Public Works shall notify the permittee that an additional deposit shall be required. (Ord. No. O.1999-2018)

19-1.5 Insurance.

a. No permit shall be issued until the applicant has furnished the Director of the Department of Public Works with satisfactory proof that he or she is insured against injury to persons and damage to property caused by any act or mission of the applicant, his or her agents, employees or subcontractors done in the course of the work to be performed under the permit. The insurance shall cover all hazards likely to arise in connection with the work, including but not limited to collapse and explosion, and shall also insure against liability arising from completed operations. The limits of the policy of insurance shall be two hundred fifty thousand ($250,000.00) dollars for injury to any one (1) person, five hundred thousand ($500,000.00) dollars for injuries to more than one (1) person in the same accident and an aggregate of one hundred thousand ($100,000.00) dollars for property damage for a single incident.

b. Qualified utilities, as defined under subsection 19-1.3e, 2, shall be exempt from this subsection, provided that proof of liability insurance is on file with the Department of Public Works. (Ord. No. O.1999-2018)

19-1.6 Rules and Regulations for Excavations. All permits issued under this section shall be subject to the following rules and regulations:

a. All excavations shall be kept properly barricaded at all times and, during the hours of darkness, shall be provided with proper warning lights. This regulation shall not excuse the permittee from taking any other precaution reasonably necessary for the protection of persons or property.

b. All work shall be done in such manner as to cause a minimum of interference with travel on the street affected. No street shall be closed to traffic unless the closing is approved by the Department of Public Works. It shall be the responsibility of the Department of Public Works to notify the Department of Public Safety of any such street closing. The Department of Public Works shall be informed of all street closings at least twenty-four (24) hours in advance when practical.

c. The Department of Public Works may, upon application by the permittee, extend the time limit during which the permit shall be valid.

d. If the Department of Public Works or Engineering Department determines that any backfilled excavation has settled or caved in, it shall so notify the permittee, who shall promptly continue backfilling with the materials specified until the Department of Public Works or Engineering Department determines that settlement is complete.

e. If blasting is required to be done in the course of any excavation, it shall be done in strict compliance with all applicable State laws and regulations.

f. Utilities shall notify the Department of Public Works a minimum of one (1) week in advance of scheduled street openings.

g. Street openings shall be straight cut by saw/jackhammer.

h. All work shall be done in accordance with Edison Township standard details and specifications.

i. Permittee and owners of underground facilities shall comply with the State of New Jersey's standards relating to construction, excavation and demolition operations at or near underground facilities.

j. Permittees shall take the precautions necessary to project such pipes, mains, conduits, and other appurtenances at their own expense.

k. All work shall be done in accordance with the specifications and provisions of the New Jersey Department of Transportation (NJDOT).

l. All debris on the street shall be removed at the expiration of the permit unless otherwise stipulated. (Ord. No. O.1999-2018)

19-1.7 Restoration of Surface. In all cases the permittee shall restore the surface of the street in accordance with the following rules, regulations and requirements:

a. No permittee shall commence the restoration of any street foundation or surface until the Department of Public Works or Engineering Department has determined that settlement of the subsurface is complete and the area is properly prepared for restoration. The Department of Public Works or the Engineering Department will determine, prior to restoration of the surface, if a pre-construction meeting is necessary in order to review the scope of the improvements, limits of construction and timeframe necessary to complete said restoration.

b. The extent of surface restoration will be determined based on the following criteria. However, the exact area of restoration will be considered on a case by case basis as approved by the Department of Public Works or Engineering Department.

1. Roadways Under Five-Year Roadway Disturbance Moratorium (a) For the installation of a residential service, the minimum restoration work required will be to mill and resurface (minimum of two inches as determined by the Engineering Department) the roadway from the lane line nearest lane or curb line beyond the furthest point of the excavation for the entire width of the property.

(b) For an excavation running roughly parallel with the roadway and within the paved limits of the roadway, the minimum restoration work required will be to mill and resurface (minimum of two inches as determined by the Engineering Department) the roadway from the nearest striped lane line (furthest from the curb) to the nearest curb line, for a minimum of 100 feet in each direction or to the nearest cross street beyond the limit of effected roadway, as determined by the Engineering Department. Should at any time, the excavation extend beyond the centerline of the roadway, the entire roadway width will be required to be milled and resurfaced (minimum of two inches as determined by the Engineering Department) for the distance previously described.

(c) For an excavation running roughly perpendicular with the roadway and within the paved limits of the roadway, the minimum restoration work required shall follow the prescribed limits as described in subsection 19-17.b, 1(a)

(d) For any scenario not covered above, the pavement restoration required will be the milling and paving of any lane occupied by the excavation, for a length to be determined by the Department of Public Works or Engineering Department. If at any point, the excavation crosses the centerline of the roadway, full width paving of the roadway will be required.

2. Roadways Not Currently Under Roadway Disturbance Moratorium

(a) For the installation of residential services, the street surface shall be restored to extend at a minimum, two (2) foot beyond the excavation on all sides. The distance along the curb line shall be no less than ten (10) feet in width and extend to the nearest lane line beyond the excavation.

(b) For an excavation running roughly parallel with the roadway and within the paved limits of the roadway the minimum restoration work required will be to mill and resurface the roadway (minimum of two inches as determined by the Engineering Department) from the nearest striped lane line (furthest from the curb) to the nearest curb line, for the entire length of the excavation, or for a distance of fifty (50) feet in each direction, whichever is greater.

(c) For an excavation running roughly perpendicular with the roadway and within the paved limits of the roadway, the minimum restoration work required shall following the prescribed limits as described in subsection 19-17.b, 1(b)

(d) For any scenario not covered above, the pavement restoration required will be the milling and paving of any lane occupied by the excavation, for a length to be determined by the Department of Public Works or Engineering Department. If at any point, the excavation crosses the centerline of the roadway, full width paving of the roadway will be required. c. When any foundation is restored by the use of portland cement concrete, the same shall consist of a mixture by volume of one (1) part of portland cement, two (2) parts of sand and four (4) parts of gravel or stone, so as to attain a compressive strength of four thousand (4,000) pounds per square inch after twenty-eight (28) days. d. The permittee shall clean up and promptly remove from the site of work all surplus excavated material and debris, and shall leave the site of the work in a neat and orderly condition.

1. Where top soil, seeded areas or sod are disturbed in the course of the work, the permittee shall restore the ground surface to its original condition.

2. Upon completion of repairs in a street, permittees shall backfill street openings and excavations in a manner in accordance with the specifications. All materials used for backfill shall be free from bricks, blocks, excavated pavement materials and/or organic material or other debris.

3. Backfill material shall be deposited in horizontal layers not exceeding twelve (12) inches in thickness prior to compaction. A minimum of ninety-five (95%) percent of Standard Proctor Maximum Density will be required after compaction.

4. When placing fill or backfill around pipes, layers shall be deposited to progressively bury the pipe to equal depths on both sides. Backfill immediately adjacent to pipes and conduits shall not contain particles larger than three (3) inches in diameter.

5. Compaction shall be attained by the use of impact rammers, plate or small drum vibrators, or pneumatic button head compaction equipment. Hand tamping shall not be permitted except in the immediate area of the underground facility, where it shall be lightly hand tamped with as many strokes as required to achieve maximum density. The definition of the "immediate area" shall be a maximum of eighteen (18) inches from the facility.

6. Where sheeting has been used for the excavation, it shall be pulled when the excavation has been filled or backfilled to the maximum unsupported depth allowed by the New Jersey Department of Transportation guidelines.

7. As a measure of maximum density achieved for temporary restoration, the pavement surface shall not sink more than two (2) inches from the surrounding existing surface during the life of the temporary restoration. More than two (2) inches of settlement shall be deemed a failure of the compaction of the backfill and cause the removal of said backfill to the subsurface facility and new fill installed and properly compacted. e. Temporary Asphaltic Pavement.

1. Immediately upon completion of the compaction of the backfill of any street opening, the permittee shall install a temporary pavement of an acceptable stabilized asphalt paving mixture, course size one and one-half (1.5) to two (2) inches, not less than four (4) inches in thickness after compaction, flush with the adjacent surfaces.

2. The permittee has the option of installing full depth pavement using an acceptable asphalt paving mixture immediately upon completion of the compaction of the backfill excluding reconstructed protected streets and full-depth concreted roadways.

3. Upon the expiration of the permit, all equipment, construction materials and debris shall be removed from the site, unless otherwise stipulated.

4. When final restoration is to be done the materials are to be removed with hand tools to a depth necessary to accomplish the final restoration.

5. In the event that two or more unconnected road openings are requested and dug only ten (10) feet or less apart, the restoration requirements shall include the milling and paving of a continuous area including the undisturbed area between the trenches. f. Plating and Decking.

1. All plating and decking installed by the permittee shall be made safe for vehicles and/or pedestrians and shall be adequate to carry the load. Plates must be designed by a Professional Engineer and be rated for traffic. A corresponding certification signed and sealed by a Licensed Professional Engineer in the state of New Jersey must be submitted to the Township for each plate, prior to use.

2. The size of the plate or decking shall be large enough to span the opening, be firmly placed to prevent rocking and shall overlap the edges of trenches and openings and be sufficiently ramped to provide smooth riding and a safe condition.

3. All plating and decking shall be fastened by splicing, countersinking or otherwise protected to prevent movement.

4. Where deflections are more than three-fourths (3/4) inches, heavier sections of plates or decking or intermediate supports shall be installed. 5. All plating and decking shall have a skid-resistant surface equal to or greater than the adjacent existing street or roadway surface.

6. Plating of open excavation is not allowed during winter months.

g. Base.

1. Concrete and asphalt base material shall conform to specifications.

2. Concrete for base shall be plated in a driving lane and intersections or barricaded in accordance with the Federal Manual on Uniform Traffic Control Devices in a parking lane for a minimum of three (3) days to permit proper cure of concrete, unless otherwise specified.

3. Hot asphalt binder materials may be used in place of concrete for non-protected and/or resurfaced streets at a thickness ratio of one and one-half (1 1/2) inch of asphalt for every inch of concrete.

4. The concrete base shall be restored at the same grade as the existing base.

5. At no time will asphalt other than binder be permitted as a base course. Conduit or pipes shall be installed at a minimum depth of eighteen (18) inches from the surface of the roadway, or below the base, whichever is greater. Where conduits and pipes cannot be installed at the required minimum depth, protective plating shall be installed over the facilities upon written request from the permittee and receipt of written approval by the Township Engineer.

h. Guarantee Period. Permittees shall be responsible for permanent restoration and maintenance of street openings and excavations for a period of three (3) years on unprotected streets, and up to five (5) years on protected streets commencing on the restoration completion date. This period shall be the guarantee period.

1. Permittees shall comply with all applicable sections of these rules, the specifications, and all other applicable laws or rules.

2. The Township Engineer may require the use of infrared pavement repair technology in order to repair the pavement roadway. Coordination on the use of this method will be required for any roadway within the five (5) year roadway moratorium.

3. Any street opening in connection with the installation of telecommunication equipment that is not confined to within eight (8) feet of the curbline, including the required cut back, on any street, regardless of status—protected or unprotected—or where located within the Township, and/or within any sidewalk area within the Township, shall require full curb-to-curb roadway restoration under all circumstances. (Ord. No. O.1999-2018)

19-1.8 Conditions of Permit.

a. Transferability. Every permit shall apply only to the person to whom it is issued and shall not be transferable. Permits issued to utilities shall show the identity of the utility.

b. Commencement of Work. Work under a permit shall commence with forty-five (45) days from the date of issuance of the permit. If work is not commenced within that time, the permit shall automatically terminate unless extended, in writing, by the Department of Public Works.

c. Possession of Permit. A copy of the permit must be kept in possession of the person actually performing the work and shall be exhibited on demand to any duly authorized employee of the Township.

d. Revocation of Permit. The Department of Public Works may revoke a permit for any of the following reasons:

1. Violation of any provision of this section or any other applicable rules, regulations, laws or ordinances;

2. Violation of any condition of the permit issued. (Ord. No. O.1999-2018)

19-1.9 Barricades and Signs.

a. The permit holder shall conform to the requirements in the current manual on Uniform Traffic Control Devices, Part VI, when required by the Township to provide barricades and/or signs.

b. The permittee shall erect and maintain suitable barricades around all work while excavation or other work is in progress and shall arrange work in such a manner as to cause a minimum of inconvenience and delay to vehicular and pedestrian traffic. In the event that such requirement is not complied with by the permittee, the Director of the Department of Public Works may, in his discretion, cause all or part of the work covered by the permit to be backfilled and temporarily resurfaced by the City's own forces or by contract or otherwise. In which case the City shall be reimbursed for any expense incurred thereby.

c. Unless otherwise authorized by the Police Department, vehicular traffic shall be maintained at all times during the progress of the work being performed under the permit.

d. Permittees shall notify the Police Department of the construction and street operations that require street closing permits at least twenty-four (24) hours in advance of the commencement of nonemergency work.

e. The permittee shall be responsible for keeping the construction area as clean and neat as possible during the permit life. No material shall restrict water flow in gutters. All possible arrangements for the safety of the general public shall be maintained. Every effort shall be made to keep the pavement opening dimensions to an absolute minimum.

f. Traffic.

1. No more than one (1) lane of traffic may be obstructed, except as provided by Edison Police Department stipulation.

2. It shall be the duty of the permittee to properly guard the excavation by the execution of suitable barriers by day and lights by night and permittee shall be liable for any neglect to safeguard the traveling public.

3. All unattended street openings or excavations in a driving lane, including intersections, shall be plated. In the case of gas or steam leak, barricades in accordance with the New Jersey or Federal Manual on Uniform Traffic Control Devices shall be used until the leak is corrected.

4. Barricades, signs, lights and other approved safety devices shall be displayed in accordance with the New Jersey or Federal Manual on Uniform Traffic Control Devices.

5. The permit may restrict street operations and construction within the critical areas to nights, weekends or off-traffic hours.

6. Flagpersons. Permittees whose work results in the closing of a moving traffic lane, which requires traffic to be diverted to another lane, shall, at all times when actively working at the site, post a flagperson or utilize an authorized plan for the maintenance and protection of traffic at the point where traffic is diverted to assist motorists and pedestrians to proceed around the obstructed lane.

g. Temporary Closing of Sidewalks. A minimum of four (4) feet sidewalk width of unobstructed pedestrian passageway shall be maintained at all times. Where openings and excavations do not allow for four (4) feet of unobstructed pedestrian passageway, a temporary sidewalk closing plan should be submitted to the Department of Public Works.

h. Work Site Maintenance.

1. All excavated material shall be removed from the site or stockpiled at a designated curb, properly barricaded in accordance with the Federal Manual on Uniform Traffic Control Devices and stored to keep gutters clear and unobstructed.

2. All obstructions on the street shall be protected by barricades, fencing or railing, with flags, lights or signs in accordance with the Federal Manual on Uniform Traffic Control Devices placed at proper intervals and during the hours prescribed. During twilight hours the flags shall be replaced with amber lights. (Ord. No. O.1999-2018)

19-1.10 Notice of Street Improvement; Completion Required. Before any street is improved or paved, the Department of Public Works shall give notice to all persons owning property abutting on the street and to all public utilities and authorities operating in the Township that the street is about to be paved or improved. All connections and repairs to utilities in the street and all other work which requires excavation of the street shall be completed within forty-five (45) days from receipt of notice. The time for the completion of the work may be extended, in writing, by the Director of the Department of Public Works upon application by the person performing the work. This section shall not excuse any person from the requirement of obtaining a permit as provided in subsection 19-1.1. (Ord. No. O.1999-2018)

19-1.11 Special Permission for Excavations in Recently Improved Streets.

a. The Township, in an attempt to preserve the integrity of recently repaved streets, will not issue a street opening permit for a street that has been repaved with the last five (5) years except in an emergency or where the public health or safety requires the performance of the work in question. The five (5) year road moratorium will require the permittee to install the finished pavement surface to like-new conditions by the use of infrared pavement technology, full width milling and paving operations or any other measures as recommended by the Township Engineer.

b. In cases where the street has been repaved within the last five (5) years the extent of finished pavement surface repairs will extend beyond the repair limits so that a natural transition will occur as described in subsection 19-1.7.b, 1 above. Inspection and bonding requirements specific to this item shall be adjusted per site disturbance and shall be overseen by the Township Engineering Department. The permittee shall post the necessary bonding and escrow inspection fees for the Township Engineering Department to properly oversee the construction improvements. The Township shall pay from the escrow deposit any costs incurred by its designated representative(s) or professional consultant(s) for inspection, other engineering services or legal services required in connection with the proposed opening, excavation, backfilling or final paving at the rate established with the Township. If the escrow deposit fee is or will become insufficient to cover all costs incurred by the designated representative(s) or professional consultant(s) for said services, additional escrow deposit fees shall be estimated by the Director of the Department of Public Works and the Township Engineer based on the scope of improvements necessary to install the finished pavement surface to like-new conditions. This procedure shall be repeated as often as necessary to guarantee sufficient escrow deposit fees being available. Upon completion and acceptance of the area by the Township, if any escrow balance remains then the balance shall be forthwith returned to the applicant. (Ord. No. O.1999-2018)

19-1.12 Violations; Penalties. Any person who shall willfully violate any provision of this section shall, upon conviction, be liable to the penalty stated in Chapter I, Section 1-5, and each day's failure to comply with any such provision shall constitute a separate violation. In cases where the street has been repaved within the last five (5) years and is under the Five-Year Roadway Disturbance Moratorium, any person who shall willfully violate any provision of this section specific to said moratorium, shall be fined a minimum of fifteen thousand ($15,000) dollars, if the excavation occurs within the first three (3) years post construction; twelve thousand five hundred ($12,500) dollars if the excavation occurs within year four (4) post construction; ten thousand ($10,000) dollars in excavation occurs within year five (5) post construction. Fines may be increased depending upon the severity of the violation and if the offender does not utilize the guidelines set forth within this ordinance. Each day’s failure to comply with any such provision shall constitute a separate violation. In addition, the Township reserves the right to increase the fine to the equivalent cost for milling and repaving the roadway (minimum of two inches as determined by the Engineering Department) at the time of the disturbance. The extent and limits will be as determined by the Township Engineer. The fine shall be calculated utilizing the most recent public bid prices for paving operations within the Township of Edison. (Ord. No. O.1999-2018)

19-2 SNOW AND ICE REMOVAL ON PUBLIC SIDEWALKS AND BUSINESS PREMISES.

19-2.1 Duty of Owners, Occupants, Tenants to Remove Snow and Ice. The owner or owners, occupant or occupants, tenant or tenants of premises abutting or bordering upon any street in the Township shall remove all snow and ice from the abutting sidewalks of such streets or, in the event of ice which may be so frozen as to make removal impracticable, shall cause the same to be thoroughly covered with sand or ashes, within twelve (12) hours of daylight after the same shall fall or be formed thereon. a. No owner or operator of premises having parking spaces reserved for handicapped drivers, and no tenant, contractor or other person may block access to such parking stalls reserved for handicapped drivers by plowing, piling or placement of snow or ice in such spaces. (1999 Code § 12.08.010)

19-2.2 Removal Required at Public Premises and Businesses. The owner or owners, occupant or occupants, tenant or tenants of premises used by the public or business invitees shall remove all snow and ice from the sidewalks, streets and parking areas used by the public in the transaction of business thereat or, in the event of ice which may be so frozen as to make removal impracticable, shall cause the same to be thoroughly covered with sand or ashes, within twelve (12) hours of daylight after the same shall fall or be formed thereon. (1999 Code § 12.08.020)

19-2.3 Removal by Township; Costs of Removal. In case such snow or ice shall not be removed from such sidewalks or public and business areas as provided in subsections 19-2.1 and 19-2.2, the same may be removed forthwith and under the direction of the Director of Public Works, and the cost of such removal as nearly as can be ascertained shall be certified by the Director of Public Works to the Governing Body. The Governing Body shall examine such certification and if found to be correct shall cause such cost to be charged against such real estate so abutting or bordering upon such sidewalks, and the amount so charged shall forthwith become a lien and a tax upon such real estate or land and be added to, recorded and collected in the same way and manner as the taxes next to be levied and assessed upon such premises and shall bear interest and be enforced and collected by the same officers and in the same manner as other taxes. The imposition and collection of a fine or fines imposed by the provisions of this section shall not constitute any bar to the right of the Township to collect the cost as certified for the removal of said snow or ice in the manner authorized. (1999 Code § 12.08.030)

19-2.4 Legislative Authority. This section is adopted pursuant to the authority conferred by N.J.S.A. 40:65­12. (1999 Code § 12.08.040)

19-2.5 Violations; Penalties. Any person, firm or corporation violating any of the provisions of this section shall be liable to a fine of fifty ($50.00) dollars for a first offense, one hundred ($100.00) dollars for a second offense and two hundred ($200.00) dollars for any subsequent offense. Each and every day in which said violation exists shall constitute a separate violation. (1999 Code § 12.08.050; New; Ord. No. O.1859­2014)

19-3 SNOW REMOVAL ON PRIVATE STREETS OPEN TO THE PUBLIC.

19-3.1 Legislative Authority; Application of Provisions. This section is authorized by N.J.S.A. 40:48-2.47 and shall apply only to the owners of real property on which there has been constructed a multiple-dwelling housing development containing three (3) or more units of dwelling space which are occupied or are intended to be occupied by three (3) or more persons who live independently of each other. (1999 Code § 12.08.060)

19-3.2 Removal Required; Time Limit. The owner or owners of any multifamily dwelling complex as described in subsection 19-3.1 above, which complex contains any private street, driveway, parking lot, highway, lane, alley or other roadway which is open to the public or to which the public is invited, shall remove all snow and ice from such streets, driveways, parking lots, highways, lanes, alleys or other roadways within twelve (12) hours of daylight after the same shall fall or be formed thereon. (1999 Code § 12.08.070)

19-3.3 Removal from Sidewalks in Multifamily Dwelling Complexes. The owner or owners of any multifamily dwelling complex as described in subsection 19-3.1, which complex contains any sidewalk open to the public or to which the public is invited, shall remove all snow and ice from such sidewalks or, in the event of ice which may be so frozen as to make removal impracticable, shall cause the same to be thoroughly covered with sand and ashes within twelve (12) hours of daylight after the same shall fall or be formed thereon. (1999 Code § 12.08.080)

19-3.4 Violations; Penalties. Any owner or owners who fail to comply with the requirements hereinabove set forth shall be liable, upon conviction of a complaint in the Municipal Court, to a fine of up to two hundred fifty ($250.00) dollars for a first offense and to the penalty stated in Chapter I, Section 1-5 for subsequent offenses. Each twenty-four (24) hour period (calendar day) following the twelve (12) hour period described in subsection 19­3.2 may be considered a separate violation. (1999 Code § 12.08.090)

19-4 SIDEWALKS, CURBS, GUTTERS AND DRYWELLS. a. It is the duty of any owner of abutting lands in the Township to construct, repair, alter or relay any sidewalk, curb, gutter or drywell, or section thereof. b. In the event that a sidewalk, curb, gutter or drywell falls into disrepair, the Department of Public Works, may by resolution presented to the Township Council, cause a notice in writing to be served upon the owner or occupants of said lands, requiring the necessary specified work to said sidewalk, curb, gutter or drywell to be done by the owner or occupant within a period of not less than thirty (30) days from the date of service of such notice. Whenever any lands are unoccupied and the owner cannot be found within the Township, the notice may be mailed, postage prepaid, to his, her or its post-office address if the address can be ascertained. In the case where the owner is a nonresident of Edison Township or his, her or its address cannot be ascertained, then the notice may be inserted for four (4) weeks, once a week in a local newspaper. c. In the event the owner or occupant of such lands fails to comply with the requirements of the notice, it shall be lawful for the Department of Public Works, upon the filing due proof of service or publication of the aforesaid notice to cause the work to be done and paid out of the municipal funds available for that purpose. The Department of Public Works shall certify the cost of such work. Upon the filing of a certificate, the amount of the cost of work shall become a lien upon the abutting lands in front of where such repairs took place. d. In the event that the property owner fails to satisfy the lien on said property, the Township reserves the right to collect said funds from the property owner in a court having competent jurisdiction. e. Exception. The Township Council may provide for the repair or reconstruction of any sidewalk, curb, gutter or drywell at public expense under the conditions hereinafter stated; both of which much exist: 1. When any sidewalk, curb, gutter or drywell previously constructed or reconstructed as a local improvement under N.J.S.A. 40:65 et seq. is dilapidated or in need of repair or reconstruction, where such condition is not attributable to the acts of negligence of the abutting property owner or his predecessor in title nor that of any one for whose acts or negligence they are chargeable; and 2. When the abutting property owner or his predecessor in title shall have paid within twenty (20) years then last past, or shall pay, in full with interest all the assessment for the laying or relaying of sidewalk, curb, gutter or drywell in front of his property (at least to the extent that the installments of such assessments are then due.) 3. The Planning Board and/or Board of Adjustment shall not grant any requests for waivers for any property within a two (2) mile radius of any school property line. Any property outside the two (2) mile radius of any school property line, an applicant seeking a waiver from the required sidewalk installation pursuant to Chapter XIX and/or the Code will be considered on the basis of whether the requested waiver is reasonable and within the general purposes and intent of the Chapter XIX and/or the Code, and/or that literal enforcement of Chapter XIX and/or the Code is impractical and will exact undue hardship because of the peculiar conditions pertaining a certain property and can be granted without substantial detriment to the public good and without substantially impairing the intent and purpose of the Township’s Master Plan and Zoning Ordinances and redevelopment plan if applicable. (Ord. No. O.1938­2016) f. Curbs, Sidewalks and Gutter Improvements. Notwithstanding anything to the contrary as set forth in paragraphs a. through e. of this Section 19-4, the Township may undertake as a local improvement under N.J.S.A. 40:56-1 et seq., the cost of which, or a portion thereof, may be assessed upon the lands in the vicinity thereof benefited thereby, the repair and/or installation of a sidewalk and the curbing or recurbing, guttering or reguttering of a sidewalk in, upon or along a street, alley or other public highway, or portion thereof on a priority of needs basis as determined by the Township based upon the Maser Consulting Group study entitled "Township of Edison Curb and Sidewalk Management System" dated August, 2005, revised October, 2005. The procedures set forth in N.J.S.A. 40-56-1 et seq. for the undertaking of such local improvement shall govern. The Township's Director of the Department of Public Works shall determine priorities for the undertaking of any such local improvement based upon the condition of such curbs, sidewalks and gutters and any other practical considerations he or she may deem appropriate under the circumstances. The Director of the Department of Public Works shall provide his or her recommendations to the Township Council in writing in connection with any local improvement appropriation ordinance. The Township Council may, by resolution, provide that the owner of any real estate upon which any assessment for such improvements shall have been made may pay such assessments in such equal yearly or quarterly installments, not exceeding ten (10) years in duration, with legal interest thereon (not to exceed three (3%) percent) and at such time in each year as the Township Council shall determine. The Township Council may fix the yearly installments in such amount as in its opinion are equitable and just. g. Low and Very Low Income Subsidy. The Township may subsidize the payment of up to one hundred (100%) percent of the cost of the repair or reconstruction of any sidewalk, curb or gutter which is dilapidated or in need of repair or reconstruction for any single family dwelling occupied by a household meeting the Council on Affordable Housing ("COAH") Region 3 low income and very low income limits in the year in which the application is made for such subsidy. The Township may also subsidize fifty (50%) percent of the cost of the repair or reconstruction of any sidewalk, curb and gutter which is dilapidated or in need of repair or reconstruction for any single-family dwelling occupied by a household meeting up to two (2) times the COAH Region 3 moderate income limits in the year in which the application is made for such subsidy. Eligibility for any such subsidiary shall be determined by the Department of Planning and Engineering which shall certify such eligibility to the Director of the Department of Public Works. The amount of any subsidy provided to any household certified as to income eligibility by the Department of Planning and Engineering shall be dependant upon the overall amount of funding available in the Township's sidewalk, curb, gutter and drywell waiver fund or in any Township capital improvement fund. The Director of the Department of Public Works shall require, as a condition to the release of any funds to an income eligible household, the presentation of a written proposal from a reputable contractor who shall perform the work. The Director of the Public Works may reject any proposal which he determines, in his or her reasonable discretion, is not appropriate to perform the work. Once the proposal has been approved by the Director of Department of Public Works, payment shall be as specified by the Director of the Department of Public Works. (Ord. No. O.1598­2007 § 2; Ord. No. O.1657­2008 § I; Ord. No. O.1938­2016)

19-5 PUBLIC UTILITY POLES.

19-5.1 Notice to Township by Public Utility. Before a public utility places, replaces or removes a pole or an underground facility located in the Township of Edison, the public utility shall notify both the Township Engineer and the Township Code Official in writing, which may be by Fax or e-Mail, at least, but not less than, twenty-four (24) hours before undertaking any excavation related to the placement, replacement or removal of the utility pole or underground facility, which pole or underground facility is used for the supplying and distribution of electricity for light, heat or power, or for the furnishing of water service or telephone, television or other telecommunications service on or below a public right-of-way in the Township. The Township Council of the Township of Edison shall notify any public utility that provides service in the Township of the application of the provisions of this section. For the purposes of this section, underground facility means one or more underground pipes, cables, wires, lines or other structures or conduits used for the supplying and distribution of electricity for light, heat or power or for the providing of water service, or for the furnishing of telephone, television or other telecommunications service. (Ord. No. O.1980-2017)

19-5.2 Public Utility Responsibility after Placement, Replacement or Removal. After completing the placement, replacement or removal of a pole or an underground facility pursuant to this section, the public utility shall remove from such right- of-way any pole or underground facility no longer in use, as well as any other debris created from such placement, replacement or removal, including without limit any wires or appurtenances to any such replaced or removed pole or underground facility, and restore the property including, but not limited to, the installation of a hot patch as needed to restore the property within the right-of-way to its previous condition as much as possible. As used in this section, hot patch means the installation of a mixture of asphalt to restore property within the right-of-way to its previous condition subsequent to the construction or excavation of a site required for the placement, replacement or removal of a pole or an underground facility pursuant to this section. (Ord. No. O.1980-2017)

19-5.3 Pole Defined. For the purposes of this section, pole means, in addition to its commonly accepted meaning, any wires or cable connected thereto, and any replacements therefor which are similar in construction and use. (Ord. No. O.1980-2017)

19-5.4 Fines. In the event a public utility does not meet the requirements of subsection 19-5.2 of this section concerning the removal of debris, including without limit any wires or appurtenances to any such replaced or removed pole or underground facility, and the restoring of property including, but not limited to, the installation of a hot patch, within a right-of-way to its previous condition within ninety (90) days of placement, replacement or removal of a pole or an underground facility, said public utility will be fined up to an amount not to exceed one hundred ($100.00) dollars each day, until the requirements of Subsection 19-5.2 are met, except that if the public utility is unable to complete the installation of a hot patch due to the unavailability of asphalt material during the period of time from November through April, the public utility shall not be required to complete the hot patch installation until sixty (60) days immediately following the end of the November through April period. At least five (5) business days prior to the end of the ninety (90) day period established by this Subsection, the Township shall notify the public utility that the penalties authorized by this Subsection shall begin to be assessed against the utility after the end of the ninety (90) day period, unless the utility complies with the requirements of Subsection 19-5.2 of this Section. Any penalty imposed shall be collected or enforced in a summary manner, without a jury, in any court of competent jurisdiction according to the procedures provided for by the New Jersey Penalty Enforcement Law of 1999, N.J.S.A. 2A:58-10 et seq. The Superior Court, Middlesex County and the Edison Township Municipal Court shall have jurisdiction to enforce the provisions of this Section. In the case of removal or replacement of a pole or an underground facility utilized by two (2) or more public utilities, the public utility last removing its pipes, cables, wires, lines or other structures shall be liable for the removal and restoration required under subsection 19-5.2 of this section, unless a written agreement between the public utilities provides otherwise. (Ord. No. O.1980-2017)

19-5.5 Emergency. Under emergency conditions which significantly impact the placement, replacement or the removal of a pole or underground facility resulting from natural forces or human activities beyond the control of the public utility, or which pose an imminent or existing threat of loss of electrical, water, power, telephone, television or other telecommunication service, or which pose an imminent or existing threat to the safety and security of persons or property, or both, or which require immediate action by a public utility to prevent bodily harm or substantial property damage from occurring, the provisions of Subsection 19-5.1 of this section shall not apply when a public utility undertakes any construction or excavation related to the placement, replacement or removal of a pole or an underground facility in response to such an emergency, provided that the public utility undertaking such construction or excavation notifies the Township Engineer and the Township Code Official at the earliest reasonable opportunity, and that all reasonable efforts are taken by the public utility to comply with the removal and restoration requirements of subsection 19-5.2 of this section after responding to the emergency. (Ord. No. O.1980-2017)

CHAPTER XIX STREETS AND SIDEWALKS Published by ClerkBase ©2019 by Clerkbase. No Claim to Original Government Works.

APPENDIX B

SUMMARY OF ROADWAYS

Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes A H-6 Abbott Court Longview Cul-de-sac 420 30 12,600 3 K-5 Acorn Drive Pine Ridge Aspen 500 30 15,000 3 I-7 Adams Street Grove Dead End 1525 30 45,750 5 Paved in 2018 H-2 Addalia Lane Rahway Dead End 420 30 12,600 2 G-12 Adele Court Brookside Brookside 1000 36 36,000 2 L-11 Adelphi Court Larchmont Circle 0 5 Paved in 2018 H-5 Adrian Way Oak Tree Lucille 533 30 15,990 5 Paved in 2018 D-9 Agatha Drive Fenakle Mun. Border 2500 36 90,000 5 C-14 Akin Avenue Private K-11 Albany Street Woodbridge Gold 505 30 15,150 5 Paved by utility in 2017 J-10 Albert Avenue Grandview W. Dead End 0 3 K-11 Albourne Street Amboy Ave Glencourt 0 5 I-11 Alcoa Avenue Dead End Dead End 776 25 19,400 2 Dead End Dead End 770 25 19,250 3 near Morris Ave F-6 Alderberry Court Private K-4 Alden Avenue Roxy Dead End 1070 30 32,100 4 I-6 Aldrich Avenue Metuchen Roadway L-11 Aldrich Drive Private East of Fleet was resurfaced after fieldwork was F-6 Alexander St. Cul-de-sac Cul-de-sac 1000 30 30,000 2 completed E-7,F-7 Alexis Lane Talmadge Rd Dead End 2200 30 66,000 3 J-7 Alfred Street Dellwood Edison 830 30 24,900 3 D-11 Alice Avenue Route 27 Lahiere 300 30 9,000 3 I-2 Allison Court West Gate Cul-de-sac 930 30 27,900 3 H-4 Almond Lane Private G-5 Alpine Street Oak Tree Dead End 220 30 6,600 3 F-11 Altamont Road Ashley Ashley 1300 30 39,000 3 G-12 Alva Court Private H-2 Amari Drive Mary Ellen Butler 370 30 11,100 4 J-10 Amboy Ave. Woodbridge 810 Amboy 0 2 County Jurisdiction 744 Amboy Woodbridge 2 Franklin 744 Amboy 5 Township Jurisdiction Maple Franklin 1 Behind Islands K-3 Amherst St. Inman Emerson 510 30 15,300 4 F-13 Amman Road Meyer Dead End 700 30 21,000 5 D-9 Amy Avenue Pflafsky Ethel 400 30 12,000 5 D-11 Andre Avenue Rt 27 Chestnut 1700 30 51,000 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes I-6 Anita Avenue Grove Dead End 517 30 15,510 2 I-3 Anna Lane Grove Cul-de-sac 1300 30 39,000 3 H-2 Annette Drive Inman Annette 2920 30 87,600 3 H-4 Anthony Avenue New Dover Tingley 1530 30 45,900 3 C-13 Apple Street Garden Duclos 925 30 27,750 3 C-14 Applegate Place Paper street K-2 Applewood Drive Fetherbed Dead End 980 30 29,400 3 I-11 Arbor Circle Tived East Tived East 1150 30 34,500 3 F-11 Arvin Road Idlewild Brookville 240 30 7,200 3 G-13 Ash Road Sine Dead End 730 28 20,440 2 J-2 Ashbrook Drive Feathbed Private Ashbrook 1170 30 35,100 2 F-11 Ashley Road Sturgis Winthrop 3500 30 105,000 2 K-5 Aspen Circle Pine Ridge Pine Ridge 1675 30 50,250 2 E-14 Audubon Avenue Overbrook Dead End 200 30 6,000 3 J-6 Augusta Ave. Dellwood Dead End 1300 30 39,000 4 J-6 Augusta Court Augusta Ave Cul-de-sac 170 30 5,100 4 B-12 Auld Way Fairview Dead End 500 30 15,000 3 H-12 Avenue A Private H-12 Avenue B Private H-12 Avenue C Main St Saxton 1300 30 39,000 1 D-13 Avery Street Poe Dead End 170 26 4,420 3 Jefferson Dead End 470 30 14,100 3 E-11 Avon Road 03 J-3 Azalea Drive Wintergreen E Wintergreen E 1500 30 45,000 3 K-2 Aztec Court Applewood Cul-de-sac 303 30 9,090 3 B B-11 "B" Court South Truman S. Cul-de-sac 500 40 20,000 3 C-12 Back Drive Carmello Barlow 1250 30 37,500 3 E-12 Baldwin Road Knox Winthrop 1200 30 36,000 3 J-7 Ballo Place Dellwood Lench 770 30 23,100 1 2019 Paving * E-8 Balmoral Court Private I-6 Baltic Street Oak Tree Oak Tree 1700 30 51,000 3 D-8 Balzano Court New Durham Cul-de-sac 500 26 13,000 5 Accepted in 2019 J-7 Bank Place Monroe Dead End 260 28 7,280 3 I-3 Banyan Court Rollingbrook Cul-de-sac 190 30 5,700 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes F-9 Barbara Place Karen Cul-de-sac 400 30 12,000 3 C-12 Barlow Road Suttons Partch 1300 30 39,000 3 C-12 Barlow Rd. West Suttons John Marshal School 290 30 8,700 1 B-12 Bartha Avenue Auld Suttons 2000 26 52,000 4 J-10 Barton Street Amboy Ave Wagner 0 2 F-9 Bass Court Lydia Cul-de-sac 220 30 6,600 3 E-12 Baxter Road Colton Colton 1000 26 26,000 3 E-12 Bayberry Court Ferris Cul-de-sac 250 30 7,500 3 K-3 Beatrice Parkway W Prescot W. Hegel 830 25 20,750 2 W Prescot Inman 1075 25 26,875 5 Inman Alden 3020 25 75,500 3 I-3 Beaver Avenue Dead End Winding Brook 850 36 30,600 2 D-9 Bedford Street Traci Plafsky 225 26 5,850 5 H-7 Beech Lane Oak Hills Cul-de-sac 720 30 21,600 3 H-12 Beech Street Woodbridge Old Post 1000 30 30,000 1 J-9 Beechwood Ave. Ped Pl. Oakwood 2150 30 64,500 1 I-3 Bellavista Court Winding Brook Cul-de-sac 850 30 25,500 3 C-12 Belmont Avenue Duley Rt 27 800 26 20,800 1 K-5 Belvidere Ave. Livingston Cul-de-sac 400 30 12,000 4 K-3 Bennington Dr. Canterbury Savoy 1930 30 57,900 4 F-13 Bergen Place Woodbridge Dead End 400 26 10,400 3 I-12 Bernard Ave. Martin Dead End 850 30 25,500 3 K-3 Bernice Street Inman Garfield 1350 30 40,500 3 D-14 Berrue Court Westminster Cul-de-sac 400 26 10,400 2 H-2 Betty Ann Drive Phillip Cul-de-sac 200 30 6,000 3 D-8 Bev Avenue Agatha Municipal Border 50 30 1,500 3 H-5 Beverly Street Oak Tree Dead End 165 30 4,950 3 J-9 Birch Drive Private County Roadway G-13 Birch Road Private L-11 Bloomfield Ave. Amby Dead End 800 30 24,000 5 C-13 Blossom Street Duclos Jefferson Blvd 800 32 25,600 3 D-11 Blueberry Court Private I-7 Bluebird Court Grove Cul-de-sac 350 30 10,500 2 In vicinity of cutter should pave in 2019 J-13 Blue Heron Way Private E-12, F-12 Blvd. of the Eagles Old Post Winthrop 2300 30 69,000 5 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes H-4 Bobbi Jean Ave. Tingley Anthony 550 30 16,500 2 K-10 Bodnarik Road Harmon Harmon 0 2 D-13 Boltin Street Redwood Crosby 1100 26 28,600 2 I-12 Bonham Drive Woodbridge Woodbridge 1050 30 31,500 3 G-13 Bonn Court Ash Rd Cul-de-sac 160 26 4,160 2 E-14 Bonnie Brook Ave. Woodbridge Dead End 1000 30 30,000 3 C-14 Boorum Street Lyons Dead End 0 2 G-4 Booth Court Oak Tree Cul-de-sac 400 30 12,000 3 D-13, E-13 Boulder Drive Private I-3 Boxwood Circle Wintergreen Wintergreen 1020 28 28,560 5 I-3 Boxwood Court Boxwood Cul-de-sac 165 30 4,950 5 H-5 Bradford Road Chandler Plainfield 1160 30 34,800 3 D-13 Bradley Drive Seymour Seymour 1900 26 49,400 2 J-4 Brandywine Court Roxy Cul-de-sac 260 30 7,800 4 J-4 Brent Road Paper street F-9 Brian Road Dolores Durham 1340 30 40,200 3 F-14 Briar Avenue Trenton Overbrook 800 26 20,800 2 E-12 Brida Court Ferris Dead End 320 26 8,320 2 G-7 Broad Avenue Plainfield Dead End 710 30 21,300 2 H-6 Brook Avenue Plainfield Dead End 625 30 18,750 4 B-12 Brookfall Road Marshall N. 8th 2200 30 66,000 3 C-12 Brookhill Ave Rt 27 Dead End 1700 30 51,000 2 Utility paved part of roadway I-3 Brookhollow Rd. Shamrock Rolling Brook 220 30 6,600 3 G-13 Brookside Road Ridge Mill Rd 2600 26 67,600 1 F-11 Brookville Road Sturgis Idlewild 2300 26 59,800 2 D-9 Brotherhood St. Ethel Municipal Border 720 30 21,600 3 J-10 Brower Avenue Amboy Ave Dead End 0 2 H-5 Brownley Street Adrian Way Mt. Pleasant 0 5 E-12 Brox Road Holly Holly 900 26 23,400 5 G-6 Bruce Court Brook Ave Cul-de-sac 200 30 6,000 4 C-10 Brunswick Ave. Talmadge Rd Plainfield 7200 32 230,400 3 currently part of water main project I-8 Bryant Avenue Metuchen Roadway H-7 Buchanan Road Wendover Norris 1530 30 45,900 5 K-11 Burchard St. Amboy Ave #52 0 5 Paved by utility #52 Carlton 1 K-11 Burchard St. So. Amboy Ave Gross 0 1 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes J-3 Burlington Court Ellison Cul-de-sac 235 25 5,875 3 C-14 Burnett Street Rt 1 Dead End 900 26 23,400 2 H-2 Butler Road Annette Dead End 800 30 24,000 3 C B-11 "C" Court South Kilmer Cul-de-sac 400 40 16,000 2 J-10 Cabot Avenue Amboy Ave Dead End 535 32 17,120 5 Paved in 2017 H-4 Cactus Court Private F-11 Caldwell Road Idlewild Mercury 1900 30 57,000 2 I-7, J-7 Calvert Ave. East Farmhaven Christie 2500 30 75,000 3 H-6, I-6 Calvert Ave. West 05 E-12 Cambridge Road Winthrop Eastlick 1600 26 41,600 1 C-12 Campbell Ave. Rt 27 Suttons 1200 26 31,200 2 Util Co. paved portion J-13 Campus Plaza Private J-5 Canary Drive Livingston Mockingbird 525 30 15,750 2 G-13 Candy Court Woodbridge Mill Rd 580 26 15,080 3 K-3 Canterbury Lane Emerson Independence 985 25 24,625 3 I-5 Cardinal Avenue Livingston Nightingale 950 25 23,750 3 C-14 Cardownie St. Todd Dead End 250 26 6,500 2 C-14 Carew Place Paper street F-12 Carlisle Court Waverly W. Cul-de-sac 550 30 16,500 3 K-11 Carlton Street Amboy Ave Grandview 0 5 K-11 Carlton St. So. Amboy Ave Woodbridge 645 28 18,060 5 Paved in 2018 C-12 Carmello Drive Partch Suttons 1400 26 36,400 3 E-8 Carnwath Court Private G-13 Carol Place Sine Cul-de-sac 400 30 12,000 3 J-9 Carr Court Beechwood Municipal Border 215 30 6,450 2 F-6, G-6 Carriage Place 0 Private E-10 Carter Drive Talmadge Rd Cul-de-sac 3000 40 120,000 2 E-11 Casey Avenue Rt 27 Dead End 350 26 9,100 4 A-12 Cedar Lane County Roadway K-8 Cedar Street Rt 27 Union 1800 30 54,000 4 K-5 Cedarwood Drive Sherman Cedarwood 225 30 6,750 5 Paved in 2018 B-12 Cellar Road N 8th Cul-de-sac 1400 26 36,400 5 E-12 Center Street Woodedge Preston 750 26 19,500 3 C-12 Central Avenue Suttons Dead End 4800 58 278,400 5 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes H-5 Chandler Road Plainfield Nottingham 1970 25 49,250 3 E-13 Chapel Street Woodbridge Cul-de-sac 600 26 15,600 3 I-6 Char Street George Dead End 190 24 4,560 5 K-6 Charles Court Henry Wood 850 28 23,800 1 K-6 Charles Street Charles Cul-de-sac 432 30 12,960 1 F-6 Chatsworth Court Private K-3 Chelsea Court Canterbury Cul-de-sac 265 25 6,625 3 H-12 Cherry Street Woodbridge Ave Nj Turnpike 1000 26 26,000 2 F-12 Chester Court Vineyard Cul-de-sac 180 30 5,400 3 D-11 Chestnut Street Plainfield Linden 2700 26 70,200 2 I-11 Chokeberry Dr. Heman Tived East 390 25 9,750 4 J-7 Christie Street Dead End Rt 27 3360 30 100,800 3 G-7 Christopher Ct. Elsie Cul-de-sac 505 30 15,150 2 D-14 Church Street Germantown Woodbridge 400 26 10,400 3 J-3 Churchill Road Inman Netherwood 1380 25 34,500 3 J-6 Cinder Road Private C-12 Clark Avenue Rt 27 Dead End 620 30 18,600 2 G-13 Clausen Road Woodbridge Old Post Rd 1000 32 32,000 2 E-13 Clay Street Paper street K-13 Clearview Road King George Post Rd Municipal Border 3200 34 108,800 3 Scheduled to be paved by Federal Business G-7 Clemmens Court Stonewall Cul-de-sac 570 30 17,100 5 E-14 Cleremont Ave. Clifton Murray 820 30 24,600 3 C-12 Cliff Street Brookhill Dead End 200 26 5,200 3 D-14 Clifford Street Paper street D-14 Clifton Street Dead End Meadow 2000 26 52,000 3 K-4 Clinton Avenue Foley Cul-de-sac 570 25 14,250 3 C-14 Clipper Avenue Dead End Riverview 1100 26 0 2 Dead End Lloyd 2 H-7 Clive court Clive St Cul-de-sac 225 28 6,300 5 H-7 Clive Hills road Mason Grove 2765 30 82,950 5 H-7 Clive Street Mason Dead End 932 28 26,096 5 J-13 Clover Place Raritan Center Parkway Cul-de-sac 1500 34 51,000 5 E-7 Cobblestone Lane Private H-5 Cody Avenue Mt. Pleasant Dead End 440 24 10,560 5 H-3 Colasurdo Court Tingley Cul-de-sac 670 25 16,750 3 C-14 Coleman Street Dead End Dead End 850 26 22,100 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes E-11 Colfax Road Altamont Sturgis 800 26 20,800 4 F-14 College Drive Private D-9 Colletto Court Lordina Cul-de-sac 270 26 7,020 4 G-6 Conger Court Hillwood Cul-de-sac 265 30 7,950 5 G-7 Colonial Court Park Cul-de-sac 540 30 16,200 2 E-11 Colton Road Winthrop Rt 27 1800 30 54,000 1 Pave in 2019 per administration D-14 Columbus Ave. SylvanDell Germantown 1300 26 33,800 2 I-14 Columbus Circle Raritan Center Parkway Cul-de-sac 1000 34 34,000 1 J-7 Compton Ave. Elizabeth Cul-de-sac 480 30 14,400 2 Lench Dead End 280 30 8,400 2 D-12 Comstock Road Fairfax Stony 1100 26 28,600 3 I-6 Concord Street Walker Calvert Ave W 750 30 22,500 5 K-3 Conen Street Ellis Parkway Cul-de-sac 980 30 29,400 2 G-9 Conner Avenue Rieder Edith (Metuchen)230 26 5,980 3 E-13 Conover Court Old Post Cul-de-sac 320 26 8,320 3 K-3 Conway Street Ellis Parkway Beatrice Parkway 655 30 19,650 3 J-10 Coolidge Avenue Amboy Ave Wagner 970 30 29,100 5 E-7 Coolidge Street Talmadge Rd Dead End 0 3 F-6 Coppertree Court Private K-11 Coral Street Amboy Ave Gross 515 28 14,420 5 C-12 Cornell Street Suttons Dead End 520 26 13,520 1 I-6 Cornwall Drive Baltic Grove 785 30 23,550 3 F-14 Corporation Row Distribution Dead End 1650 36 59,400 5 J-4 Corrine Street Stacey Cul-de-sac 304 30 9,120 3 H-11 Cortlandt St. Patrick Dead End 700 26 18,200 2 K-8 Cottage Terrace Paper Street J-2 Cottonwood Ct. Inman Cul-de-sac 1315 25 32,875 2 I-12 Council Place Harrison Dead End 324 25 8,100 4 G-4 Country Lane Woodland Cul-de-sac 870 25 21,750 2 D-13 Craig Street Rt 1 Old Post Rd 1800 26 46,800 1 K-4 Cranbury Court Schubert Cul-de-sac 390 25 9,750 4 F-12 Crescent Road Idlewild Johnstone 1500 26 39,000 3 J-5 Crestmont Ave. Greenwich Westover 735 25 18,375 4 E-14 Crestwood Ave. Woodbridge Dead End 850 30 25,500 2 H-4 Cricket Circle Private C-13 Crosby Avenue Jefferson Morgan 1800 26 46,800 1 Woodbridge Dead End 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes C-14 Crowells Road Woodbridge Municipal Border 900 13 11,700 4 K-5 Curtis Avenue Wood Utica 1808 30 54,240 3 I-7 Cutter Avenue Grove Dead End 515 30 15,450 2 2019 Paving per admin request K-2 Cypress Court Sandlewood Cul-de-sac 445 25 11,125 2 D I-11 Daffodil Dr. Heman Tived East 426 25 10,650 4 J-2 Daisy Court Private J-5 Dale Drive Livingston Jonathan 2715 25 67,875 4 D-11 Dalton Place Sheppard Elmwood Terr 2600 30 78,000 4 G-6 Dana Circle Williams Hillwood 950 25 23,750 3 G-5 Daniel Road Park Ave Richard 350 25 8,750 1 J-3 Daphne Court Azalea Cul-de-sac 525 25 13,125 3 G-11 Darrell Court Leland Cul-de-sac 520 30 15,600 2 K-11 Dartmouth St. Amboy Ave Grandview 0 5 K-4 Darwin Blvd. Sherman New Dover 1780 25 44,500 3 drainage concern between Curtis & New Dover G-6 David Court Richard Cul-de-sac 650 28 18,200 1 Utility paved part of roadway J-7 David Drive Ballo Turner 740 25 18,500 2 2019 Paving * Possible Sewer Problem J-2 Davis Blvd. Private K-6 Dayton Drive Private E-11 Dayton Road Sanders Windsor 820 30 24,600 3 J-5 Deborah Drive Summit Livingston 1480 25 37,000 3 I-4 Deerfield Drive Private E-11 Deerwood Ave. Elmwood Terr Elmwood Terr 1000 26 26,000 3 F-6 Delancy Street Nevsky New York 1050 25 26,250 3 J-9 Delaware Ave. Metuchen Roadway G-5 Dellview Drive Hillsdale Cul-de-sac 1155 30 34,650 3 J-7 Dellwood Road Grove Farmhaven 1985 36 71,460 5 I-10 Delmar Place Jeff Municipal Border 140 30 4,200 2 H-6 Delmore Road Stephenville Dead End 210 32 6,720 5 E-7 Denise Drive Private K-4 Denver Blvd. New Dover McKinley 3093 25 77,325 3 H-2 Deri Court Hemlock Cul-de-sac 206 25 5,150 4 G-9 Desser Place Kester Municipal Border 1077 25 26,925 3 K-4 Deutsch Lane Denver Cul-de-sac 275 30 8,250 2 H-5 Devon Road Warwick Chandler 1109 30 33,270 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes C-14 Dewolfe Street Player Dead End 330 30 9,900 3 D-13 Dey Place Prospect Rt 1 2000 32 64,000 3 J-7 Diamond Drive David Cul-de-sac 347 30 10,410 2 2019 Paving * Possible Sewer Problem E-14 Dianne Court Bonnie Brook Cul-de-sac 280 26 7,280 3 F-12 Dill Court Miko Cul-de-sac 220 30 6,600 3 G-14 Distribution Blvd. Mill Cul-de-sac 3600 36 129,600 5 D-12 Division Street Rt 27 Plainfield 2000 34 68,000 3 C-12 Dix Avenue Nelson Suydam 330 26 8,580 2 F-11 Dobson Road Stiles Stiles 1200 32 38,400 3 E-11 Dogwood Circle Elmwood Terr Cul-de-sac 186 30 5,580 3 H-4 Dogwood Drive Elmwood Terr Cul-de-sac 190 26 4,940 3 F-9 Dolores Drive Brian Dolores 2900 32 92,800 3 I-5 Donna Drive Library Dead End 375 26 9,750 2 Developer working in area at time of report E-8 Donnybridge Road Private I-7 Doreen Ct. Edison Cul-de-sac 385 30 11,550 5 Paved in 2018 G-5 Doris Court Jean Gogle 360 25 9,000 3 I-12 Dorothy Ave. Martin Patricia 2436 30 73,080 3 H-5 Dorset Way Warwick Dead End 287 25 7,175 3 F-9 Douglas Drive Dolores Municipal Border 660 30 19,800 3 J-3 Dresden St. McKinley Heritage 227 25 5,675 3 C-13 Duclos Lane County Roadway C-13 Duley Avenue Morgan Duclos 1200 26 31,200 1 G-11 Dundar Road Pine Leland 700 36 25,200 2 F-9 Dunham Ave. Wallace Dead End 200 26 5,200 4 E-11 Durham Road Parkerson Ashley 300 26 7,800 3 E I-5 Eagle Road Lynwood Grove 1095 25 27,375 2 C-12 Eardley Road Suttons Division 2800 26 72,800 3 K-3 East Drive Inman West Drive 958 25 23,950 3 L-3 East First St. Fetherbed Municipal Border 2285 30 68,550 1 DOT Grant to be Paved in 2019 L-2 East Grant Ave. Fetherbed Municipal Border 2290 30 68,700 1 DOT Grant to be Paved in 2019 L-2 East Hegel Ave. Fetherbed Municipal Border 2295 30 68,850 1 DOT Grant to be Paved in 2019 F-12 East Knollwood Rd. Miko W. Knollwood 820 30 24,600 3 L-2 East Locust Ave. Wood Municipal Border 100 30 3,000 3 L-2 East Prescott Ave. Wood Municipal Border 100 30 3,000 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes L-2 E. Sherman Ave. Wood Municipal Border 100 30 3,000 3 L-3 E. Shirley Ave. Wood Municipal Border 100 30 3,000 3 E-13 East Side Ave. Old Post Rt 1 1500 26 39,000 2 Rt 1 Woodedge 2 E-12 Eastlick Road Stony Cambridge 800 30 24,000 3 C-14 Easy Street Dead End Dead End 600 26 15,600 1 J-10 Echo Avenue Lafayette 7th Street 2000 32 64,000 2 E-13 Eden Avenue Stony Cul-de-sac 2000 30 60,000 3 J-11 Edgar Avenue Plymouth Gibian 100 26 2,600 3 K-11 Edgegrove St. Amboy Ave Grandview 1100 32 35,200 5 B-12 Edgemount Rd. N. 8th Cul-de-sac 1800 26 46,800 5 H-7 Edgewood Rd. Plainfield Oak Hills 1345 25 33,625 3 E-7 Edinburgh Court Private I-7 Edison Avenue Dellwood Dead End 1960 25 49,000 3 H-12 Edison Glen Drive Private H-12 Edison Glen Terr. Private G-9 Edith Ave. Metuchen C-14 Edmund Street Rt 1 Dead End 1250 26 32,500 1 Rt 1 Player 3 H-7 Edward Avenue Plainfield Cul-de-sac 410 30 12,300 2 H-13 Edward Stec Blvd Private J-7 Egan Street James Elizabeth 434 25 10,850 3 J-9 Eileen Way Grandview W. Cul-de-sac 2000 26 52,000 2 C-11 Eisenhower Dr. Private K-3 Elegante Drive Dead End Cul-de-sac 246 25 6,150 3 J-11 Elder Drive Heman Tived East 373 25 9,325 4 B-12 Eleventh Ave. Paper Street J-6 Elf Street Hazel Marlin Ave E 225 28 6,300 5 J-7 Elizabeth Ave. Compton Dead End 1519 30 45,570 3 Rt 27 Dead End 990 30 29,700 3 G-11 Elizabeth Court Vineyard Cul-de-sac 350 26 9,100 5 D-13 Ellen Street Rt 1 Wilson 750 30 22,500 2 D-14 Elliot Place Walton SilverDell 680 26 17,680 2 K-3 Ellis Parkway W. Prescott Sheryl 1515 25 37,875 3 W. Prescott Inman 845 25 37,875 5 Inman Dead End 2066 25 51,650 3 J-3 Ellison Ave. McKinley Quaker 1350 25 33,750 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes J-5 Ellmyer Road New Dover Livingston 2475 30 74,250 2 Livingston Oak Tree Rd 1500 34 51,000 4 J-9 Elm Drive Private County Roadway E-14 Elm Street Meadow Park Way 1400 26 36,400 3 J-10 Elmwood Ave. Grandview W. Dead End 1100 26 28,600 2 E-11 Elmwood Terrace Orlando Dead End 1400 30 42,000 2 G-7 Elsie Street Mulberry Dead End 517 25 12,925 2 C-12 Ely Place Central Central 925 28 25,900 5 K-3 Emerson Street Amherst Roxy 450 25 11,250 4 I-5 Emil Court Library Cul-de-sac 280 28 7,840 5 E-7 Engineer Ave. Paper Street D-13 Erie Street Jefferson Dead End 240 26 6,240 2 F-13 Erin Court Woodbidge Cul-de-sac 330 26 8,580 3 part of a drainage project to be constructed in 2019 F-12 Essex Court Old Post Cul-de-sac 280 30 8,400 3 F-11 Estok Road Vineyard Monaghan 630 30 18,900 3 D-9 Ethel Road Talmadge Rd Municipal Border 4400 34 149,600 5 L-11 Evergreen Ave. Woodbridge Ave Municipal Border 280 26 7,280 1 K-8 Evergreen Rd. Oakwood End 1000 34 34,000 1 F-14 Executive Ave. Meadow Mill 4800 30 144,000 5 C-14 Exeter Avenue Edmund Dead End 440 26 11,440 1 Woodbridge Dead End 2 F D-12 Fairfax Road Stony Raleigh 1400 30 42,000 2 B-12 Fairhill Road N. 8th Brookfall 1200 30 36,000 2 H-5 Fairmount Ave. Oak Tree Dead End 1435 32 45,920 5 B-12 Fairview Ave. Suttons Dead End 2200 26 57,200 4 I-7 Fairway Court Clive Hills Cul-de-sac 436 25 10,900 2 J-4 Faith Avenue Roxy Dead End 250 25 6,250 3 J-5 Falcon Drive Eagle Mockingbird 785 25 19,625 2 E-8 Falkirk Court Private H-6 Fargo Court Plainfield Cul-de-sac 370 30 11,100 2 I-9 Fargo Place 0 3 length included in Rolling Brook Drive J-6 Farmhaven Ave. Oak Tree Calvert Ave E 3250 30 97,500 3 K-4 Farrington St. McKinley Alden 375 28 10,500 2 L-11 Fay Street Franklin Wolff 210 30 6,300 5 D-13 Fayette St. Rt 1 Crosby 800 26 20,800 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes K-2 Feather Bed Lane Inman Ave Oak Ridge 2160 36 77,760 4 D-9 Fenakel Street Meridith Plafsky 1220 30 36,600 5 C-12 Ferlot Court Private D-13 Fern Street Crosby Redwood 1200 26 31,200 3 H-14 Fernwood Avenue Sunfield Newfield 1500 36 54,000 5 E-12 Ferris Road Wooding Cul-de-sac 2000 26 2 Winthrop Preston 52,000 3 I-13 Fieldcrest Ave. Raritan Center Parkway Raritan Center Parkway 5000 36 180,000 4 H-7 Fielding Place Remington Plainfield Avenue 850 30 25,500 3 K-10 Fifth Street Amboy Ave Echo 600 36 21,600 5 I-5 Finch court Library Grove 800 30 24,000 5 E-12 Finley Road Knox Cambridge 1300 30 39,000 3 J-3 Firethorn Court Firethorn Dr Cul-de-sac 190 25 4,750 3 J-3 Firethorn Drive Wintergreen Ave E Wintergreen Ave E 1392 25 34,800 3 G-13 First Ave. Amboy Cul-de-sac 1225 36 44,100 5 K-3 First Place Paper Street J-10 First Street Amboy Echo 500 36 18,000 5 J-10 First Street North Echo Cul-de-sac 221 20 4,420 2 J-6 Fishel Road Fishel Road W Farmhaven 1636 25 40,900 2 J-6 Fishel Road West Fishel Rd Monica 0 3 E-11 Fitch Road Rt 27 Winthrop 300 36 10,800 2 H-2 Five Acre Drive Private E-7 Flatiron Court Private F-6 Fleet Avenue Nevsky Dead End 0 3 K-3 Fletcher Street Kingsbridge Denver 850 25 21,250 2 D-13 Florence St. Russell Plainfield 600 26 15,600 3 G-5 Flower Court Richard Cul-de-sac 230 22 5,060 1 I-5 Floyd Street New Dover Dead End 600 20 12,000 3 K-4 Foley Avenue New Dover Alden 1398 25 34,950 4 L-11 Ford Avenue Amboy Ave Municipal Border 250 30 7,500 3 D-10 Forest Drive Private G-12, H-12 Forest Haven Blvd. Private G-11 Forman Court Vineyard Cul-de-sac 350 26 9,100 3 J-11 Forsythia Drive Heman Ginger 307 25 7,675 4 K-10 Fourth Street Echo Dead End 1400 34 47,600 5 L-11 Fowler Street Glencourt Grandview 500 26 13,000 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes K-5 Fox Hill Rd. Pine Ridge Elmyer Rd 1446 25 36,150 2 C-14 Fox Road Leo Woodbridge 1500 26 39,000 3 C-14 Foyer Street Rt 1 Dead End 1300 26 33,800 1 G-6 Frances Road Richard Harding 1500 26 39,000 1 Utility paved part of roadway H-2 Frank Street Old Raritan Rd Cul-de-sac 966 30 28,980 4 L-11 Franklin Ave. Amboy Dead End 250 26 6,500 5 Dead End Municipal Border 3 F-9 Fred Place Rieder Rieder 600 26 15,600 2 K-7 Frederic St. Tower Rt 27 479 30 14,370 4 I-7 Freeman St. Grove Ave Dead End 1216 25 30,400 2 D-13 French St. Redwood Crosby 1100 26 28,600 3 J-7 Fresno St. Paper Street I-6 Frost Ave. East Grove Dead End 1600 30 48,000 5 I-6 Frost Ave. West Grove Dead End 1630 30 48,900 5 D-13 Fulton Street Rt 1 Plainfield 1100 34 37,400 3 Rt 1 Wilson 200 30 6,000 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes G K-10 Gales Road Harmon Montview 1000 30 30,000 3 H-4 Gallo Way Tingley Cul-de-sac 846 25 21,150 3 E-13 Garden Place Garden Terr Old Post Rd 200 60 12,000 3 C-13 Garden Street Woodbridge Lindeneau School 1300 30 39,000 3 C-14 Garden St. South Woodbridge Woodbridge 240 26 6,240 2 E-13 Garden Terrace Melville Violet 1800 26 46,800 3 K-3 Garfield St. Wood Beatrice Parkway 1807 25 45,175 2 J-10 Garland Place Paper Street C-12 Gaskill Avenue Suttons Knapp 1500 26 39,000 3 Utility paved part of roadway F-6,G-6 Gate House Lane Private D-12 Gates Place Ovington Seymour 640 30 19,200 3 D-9 Genova Court Ethel Cul-de-sac 200 30 6,000 4 G-2 Gentore Court Annette Cul-de-sac 696 25 17,400 3 I-6 Georgean Court George Ave E. Cul-de-sac 270 30 8,100 5 H-6 George Avenue Stephenville Dead End 2500 30 75,000 5 I-6 George Ave. East Grove Dead End 450 28 12,600 5 D-14 Germantown Ave. Silver Lake Church 1000 26 26,000 2 J-11 Gibian Street Edgar Jackson 850 30 25,500 4 G-3 Giggleswick Way Private E-7 Gilbert Street Paper Street G-9 Ginesi Court New Durham Cul-de-sac 500 26 13,000 3 J-11 Ginger Drive Heman Cul-de-sac 815 25 20,375 3 D-5 Gladys Court New Durham Cul-de-sac 390 34 13,260 5 K-11 Glencourt Ave. Woodbridge Albourne 1300 30 39,000 2 D-14 Glendale Ave. Silver Lake Dead End 1000 26 26,000 3 F-12 Glenville Road Idlewild Blvd of Eagles 2800 34 95,200 2 G-7 Gloria Avenue Plainfield Dead End 680 25 17,000 2 J-3 Gloucester Ave. Sinclair Cul-de-sac 258 25 6,450 3 G-5 Gogel Street Hillsdale Dead End 787 25 19,675 3 K-11 Gold Street Amboy Ave Dead End 800 30 24,000 5 H-6 Golf Road Calvert Ave W Tamarac 1135 30 34,050 3 F-5 Good Luck St. Municipal Border Dead End 730 30 21,900 3 J-3 Gooding Court Sinclair Cul-de-sac 165 25 4,125 4 I-10 Goodwill Place Dead End Municipal Border 100 30 3,000 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes E-7 Gordon Battle St. Paper Street H-11 Gourmet Lane Patriclk Cul-de-sac 500 34 17,000 2 H-12 Grace Street Woodbridge Old Post Rd 320 30 9,600 4 C-14 Gracey Street Lloyd Player 800 30 24,000 3 K-10 Grandview Ave. Woodbridge Ave Rt 1 5000 36 180,000 2 J-10 Grandview Ave. W. Rt 1 Municipal Border 4 County Roadway D-9 Greek Lane Brunswick Cul-de-sac 680 34 23,120 3 D-14 Green Street Wayne Dead End 180 26 4,680 2 J-5 Greenwich Road Dale Livingston 1737 30 52,110 3 D-12 Greenwood Ave. Sheppard Division 1500 26 39,000 3 F-6 Gregory Court Nevsky Cul-de-sac 150 25 3,750 3 K-11 Gross Avenue Dead End Carlton St S. 1300 26 33,800 5 Paved 2018 Waltuma MacArthur Dr 180 26 4,680 3 I-4 Grove Avenue New Dover Inman 4800 26 124,800 3 New Dover Municipal Border 8317 36 299,412 5 F-9 Growney St. Karen Lydia 450 25 11,250 3 E-7 Guisborough Way Private E-13 Gurley Road Woodbridge Violet 2700 26 70,200 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes H H-2 Hackett Drive Inman Cul-de-sac 344 25 8,600 3 I-6 Hadfield Road George Huntington 433 30 12,990 5 G-3 Hayduk Drive Woodland Cul-de-sac 2142 30 64,260 5 K-10 Hallo Street Harmon Gales 1200 30 36,000 2 J-7 Hamilton Ave. Rt 27 Edison 979 30 29,370 3 B-12 Hamlin Road N. 5th N. 8th 2000 30 60,000 2 D-10 Hana Road Brunswick Private Road 600 32 19,200 3 J-3 Hansen Drive Inman Cul-de-sac 2182 25 54,550 3 G-6 Harding Ave. Frances Oak Tree Rd 2923 25 73,075 3 Frances Stephenville 2890 25 72,250 2 K-10 Harley Road Montview Dead End 100 26 2,600 2 scheduled to be vacated in 2019 K-10 Harmon Road Grandview Dead End 3700 32 118,400 3 I-4 Harold Avenue New Dover Dead End 480 24 11,520 2 C-14 Harrigan St. Rt 1 Fox 750 26 19,500 1 K-10 Harris Road Montview Dead End 100 26 2,600 2 I-12 Harrison Ave. Main Council 1890 25 47,250 3 B-12 Harrison St. Celler Municipal Border 1050 26 27,300 5 J-7 Harvey Ave. Rt 27 Temple 425 30 12,750 3 H-3 Hawthorn Drive Private I-7 Hayes Street Ten Eyck Monroe 1285 30 38,550 5 I-6 Hazel Avenue Hayes Dead End 1230 28 34,440 5 J-9 Hazelwood Ave. Metuchen Roadway G-7 Hearthstone Dr. Woodbrooke Woodbrooke 1050 28 29,400 5 G-11 Heathcote Ave. Whitman Pine 2500 30 75,000 5 Paved in 2017/2018 H-3 Heather Court Azalea Lavender 1306 25 32,650 3 J-3 Heather Drive Azalea Lavender 1306 25 32,650 3 E-12 Hector Ave. Preston Woodedge 550 25 13,750 3 B-13 Hedges Road N. 8th Hamlin 255 30 7,650 3 G-5 Helene Ave. Plainfield Dead End 270 25 6,750 4 F-9 Heller Court Lydia Cul-de-sac 326 25 8,150 3 I-11,J-11 Heman Street Pierson Cul-de-sac 407 25 10,175 3 H-2 Hemlock Drive Inman Dead End 600 25 15,000 2 K-6 Henry Street Oak Tree Midwood 1350 30 40,500 5 J-3 Heritage Dr. Ellison McKinley 1495 25 37,375 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes G-6 Herron Road Park Dead End 425 30 12,750 2 D-13 Hickory St. Poe Dead End 425 30 12,750 3 H-2 Hickory Hollow Court Private H-3 Hidden Hollow Ct. Private K-8 Hidden Valley Dr. Private B-12 Highland Ave. Marshall Municipal Border 2540 30 76,200 3 J-5 Highpoint Dr. Lynwood Cul-de-sac 1307 25 32,675 2 C-13 Highway Terrace Rt 27 Dead End 565 40 22,600 1 F-13 Hill Road Amman Melville 1460 30 43,800 5 D-12 Hillcrest Ave. Greenwood Chestnut 3800 30 114,000 2 Rt 27 Prospect 2 G-5 Hillsdale Road Jean Cul-de-sac 1674 25 41,850 2 D-12 Hillside Ave. Plainfield Division 530 30 15,900 3 K-5 Hilltop Road Livingston Cul-de-sac 1100 30 33,000 5 Paved 2018 G-6 Hillwood Ave. Park Plainfield 2589 25 64,725 2 E-10 Hoey Drive Talmadge Rd Municipal Building 1215 30 36,450 1 G-13 Hof Road Private H-3 Holly Court Private E-12 Holly Place Eastlick Eden 1240 30 37,200 5 Paved 2018 I-4 Hollywood St. Grove Floyd 230 26 5,980 3 C-13 Holmes Street Player Fox 690 30 20,700 1 G-6 Homestead Rd. Hillwood Stephenville 1353 25 33,825 2 J-3 Honeysuckle Lane Firethorn Dr Wintergreen Ave E 619 25 15,475 3 J-10 Hoover Ave. Amboy Wagner 950 28 26,600 1 Amboy 6th St 2390 36 86,040 5 Paved 2018 6th St Dead End 12050 36 433,800 2 F-6 Hope Street Paper Street G-13 Horizon Dr. Private K-8 Hospital Drive Private I-12 Howard Ave. Martin Harrison 858 30 25,740 3 Spruce Dead End 1121 30 33,630 3 I-5 Hudson Street Private D-12 Hull Drive Seymour Ovington 1050 30 31,500 3 I-5 Hummingbird Lane Eagle Cul-de-sac 1146 25 28,650 3 I-6 Huntington Road George Midland 2000 30 60,000 5 B-12 Hyde Place Paper Street I Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes F-11 Idlewild Road Sturgis Miko 4650 36 167,400 5 Paved in 2016 J-3 Independence Dr. Roxy Roxy 1146 25 28,650 3 K-2 Indiana Road Sheryl Oak Ridge 156 25 3,900 4 G-2, K-3 Inman Avenue County Roadway E-7 Inverness Drive Private L-11 Ireland Avenue 0 5 Paved by utility 2017 H-2 Irene Court Annette Cul-de-sac 540 25 13,500 4 J-2 Iris Court Private D-13 Irving Street Plainfield Loring 900 30 27,000 3 J J-10 Jackson Avenue Amboy Gibian 0 1 Hold until Kaplan is completed I-7 Jacqueline Court Edison Cul-de-sac 255 30 7,650 5 I-7 Jamaica Street Hazel Turner 1740 30 52,200 5 I-7 James Street Grove Ave Rt 27 3700 36 133,200 5 I-3 Jane Place Inman Dead End 545 30 16,350 4 I-5 Janina Ave. Norton Dead End 915 28 25,620 5 I-4 Jason Street New Dover Dead End 530 25 13,250 4 K-10 Jay Street 7th Cul-de-sac 200 30 6,000 3 G-5 Jean Place Harding Doris 857 25 21,425 3 I-10 Jeff Street Lodi Rt 1 1100 30 33,000 2 L-11 Jefferson Ave. Fay Dead End 1600 30 48,000 5 D-13 Jefferson Blvd. Rose St Plainfield 2500 36 90,000 3 Jego Ct. Tingley Cul-de-sac 463 30 13,890 4 G-2 Jenna Lane Old Raritan Rd Cul-de-sac 536 25 13,400 3 G-5 Jennifer Court Harding Cul-de-sac 722 25 18,050 2 C-10 Jeremy Ct. Private K-7 Jersey Avenue Christie Dead End 2045 30 61,350 4 E-7 Jerome Ave. Paper Street D-14 Jill Court Walton Cul-de-sac 450 30 13,500 2 H-11 Joel Avenue Cortlandt End of ROW 225 25 5,625 2 J-10 John Street Dead End Dead End 1300 30 39,000 2 F-12 Johnstone St. Idlewild Vineyard 790 30 23,700 2 J-5 Jonathan Drive New Dover Livingston 2383 25 59,575 4 D-12 Jones Place Seymour Cul-de-sac 550 30 16,500 2 D-13 Joplin Street Redwood Loring 225 30 6,750 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes C-14 Joseph Place Clipper Kathleen 220 30 6,600 2 E-7 Joshua Court Alexis Cul-de-sac 0 3 K-11 Judith Place MacArthur MacArthur 350 30 10,500 2 K-9 Judson St. Lafayette End of ROW 380 32 12,160 2 H-2 Julie Drive Inman Cul-de-sac 494 25 12,350 2 K-3 Juniper Ct. Canterbury Cul-de-sac 382 25 9,550 3 K J-3 Kalmia Lane Wintergreen Ave E Lavender 242 25 6,050 3 F-8 Karen Place Lydia Brian 361 27 9,747 3 F-7 Karnell Court Stonewall Cul-de-sac 730 30 21,900 5 I-2 Kate Place Inman Allison 203 25 5,075 3 C-14 Kathleen Place Dead End Player 545 30 16,350 1 Utilities paved half I-7 Kaczmar Court Grove Ave Cul-de-sac 358 25 8,950 3 K-9 Kean Court Melbloum Cul-de-sac 180 30 5,400 4 E-14 Kearny Avenue Woodbridge Cul-de-sac 1065 30 31,950 1 J-4 Keen Lane New Dover Pace 1065 25 26,625 3 D-9 Kellogg Court Brunswick Cul-de-sac 585 28 16,380 2 E-6 Kelly Drive Private G-12 Kenlen Drive Mill Rd Kathleen 1510 30 45,300 3 E-11 Kenmore Road Winthrop Sanders 1540 26 40,040 1 J-3 Kent Avenue Metuchen Roadway F-9 Kester Drive Durham Desser 966 25 24,150 3 D-13, E13 Keystone Court Private G-14 Kitchen Court Hayduk Cul-de-sac 455 25 11,375 5 Paved 2018 C-11 Kilmer Court Kilmer Rd Cul-de-sac 1167 32 37,344 2 C-11 Kilmer Road Plainfield C. Court South 5240 46 241,040 3 D-10 Kilmer Rd. North Private D-13 Kimble Street Redwood Crosby 1000 30 30,000 3 G-4 King Arthurs Court Woodland Cul-de-sac 620 25 15,500 2 L-12, J-12 King George Post Road Raritan Center Parkway Amboy Ave 7497.6 50 374,880 1/5 section not paved due to expected utility work. G-2 King Street Old Raritan Rd Penny 1310 25 32,750 3 K-3 Kingsbridge Dr. Beatrice Savoy 2000 30 60,000 3 F-6 Kingswood Court Private E-8 Kinross Court Private L-10 Kish Court Wilk Rd Cul-de-sac 3260 30 97,800 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes C-12 Knapp Ave. Eardley Rt 27 0 5 Knollwood Road Glenville Rd E. Knollwood Rd 180 30 5,400 3 E-12 Knox Road Finley Eastlick 150 30 4,500 3 F-13 Korleen Court Meyer Cul-de-sac 250 30 7,500 5 J-9 Koster Blvd. Private L K-9 Lafayette Ave Parsonage Municipal Border 1225 32 39,200 1 D-12 Lahiere Ave. Sheppard Dead End 1985 30 59,550 3 D-14 Lake Place Paper Street D-14 Lake View Blvd. Woodbridge Ave Dead End 2000 28 56,000 3 I-5 Lamar Avenue New Dover Dead End 1823 25 45,575 3 Norton Oak Tree Rd 622 28 45,575 5 E-13 Lambert Ave. Old Post Road Dead End 480 30 14,400 3 E-8 Langholm Court Private E-11 Langstaff Ave. Rt 27 Dead End 1200 30 36,000 3 L-10 Larchmont Road Woodbridge Ave Larchmont 1800 30 54,000 5 Paved 2018 D-13 Larson Ave. Craig Dead End 450 30 13,500 3 C-13 Latonia Street Duclos Garden St 925 30 27,750 3 I-5 Laura Avenue Mt. Pleasant Grove 1840 30 55,200 5 H-3 Laurel Hollow Court Private G-13 Laurie Lane Woodbridge Ave Cul-de-sac 665 30 19,950 3 J-3 Lavender Drive Wintergreen Ave E Wintergreen Ave E 2030 25 50,750 3 I-4 Lawlor Court New Dover Cul-de-sac 252 25 6,300 4 G-11 Laythan Road S. Heathcote Dead End 415 30 12,450 5 E-14 Lee Street Woodbridge Ave Dead End 815 30 24,450 2 K-11 Lehigh Ave. Woodbridge Gold 675 30 20,250 5 E-8 Leiana Court Karen Cul-de-sac 0 3 Private Road G-11 Leland Road Heathcote Heathcote 1215 30 36,450 2 J-7 Lench Avenue Paris Edison 2300 0 5 C-11 Lenox Street Central Dead End 435 30 13,050 5 C-14 Leo Street Player Fox 1095 28 30,660 2 B-13 Leslie Street Brookfall Brookhill 1300 30 39,000 2 D-13 Letson Place Woodbridge Rt 1 270 30 8,100 2 C-12 Lexington Ave. Municipal Border Marshall 1500 30 45,000 3 K-5 Libby Court Aspen Cul-de-sac 268 25 6,700 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes L-12 Liberty Street King George Post Rd Dead End 540 30 16,200 1 Drainage problems I-5 Library Place Grove Grove 0 5 J-11 Liddle Ave. Amboy Plymouth Pl 0 1 C-13 Lilac Street Duclos Lindeneau School 655 30 19,650 3 D-13 Lillian Street Plainfield Russell 580 30 17,400 2 J-2 Lilly Court Private H-3 Lily Road Tingley Cul-de-sac 793 30 23,790 3 E-7 Limelight Court Private J-6 Limoli Court Fishel Cul-de-sac 485 25 12,125 3 K-11 Lincoln Ave. Amboy Dead End 790 30 23,700 5 B-12, K-7 Lincoln Highway (NJ Route 27) State Roadway I-2 Linda Lane Private G-5 Lindbergh Place Oak Tree Road Dead End 95 25 2,375 3 D-11 Linden Ave. Dalton Chestnut 1063 30 31,890 4 I-3 Link Place Anna Martha 300 25 7,500 3 K-4 Lipnick Lane Foley Cul-de-sac 360 25 9,000 3 G-9 Lisa Lane Dolores Durham 235 30 7,050 3 I-5, K-5 Livingstone Ave. Grove Wood 6300 36 226,800 5 C-14 Lloyd Street Rt 1 Dead End 1360 30 40,800 2 G-11 Locust Avenue Leland Pine 545 30 16,350 5 I-10 Lodi Avenue Pierson Dead End 928 26 24,128 1 G-11 Loeb Court Laytham Cul-de-sac 250 28 7,000 5 2018 Road Program J-11 Logan Place Paper Street I-5 Lombardi St. Lamar Cul-de-sac 895 28 25,060 2 Developer working in area at time of report M-6 Longview Road Plainfield Southfield 1423 25 35,575 2 G-13 Loop Road Private D-9 Lordina Drive New Brooklyn Cul-de-sac 825 30 24,750 4 D-13 Loring Avenue Rt 27 Rt 1 4050 30 121,500 3 G-2 Louis Court Inman Cul-de-sac 472 25 11,800 2 E-13 Louise Road Stony Dey 870 28 24,360 2 B-12 Lowe Place Paper Street H-5 Lucille Court Adrian Way Adrian Way 1600 30 48,000 5 H-5 Lucinda Court Plainfield Cul-de-sac 803 25 20,075 3 I-4 Lund Avenue New Dover Dead End 965 25 24,125 3 F-9 Lydia Lane Karen Yolanda 2094 30 62,820 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes I-3 Lyle Place Rolling Brook Wintergreen Ave W 1449 25 36,225 2 E-12 Lynn Court Ashley Cul-de-sac 225 30 6,750 3 J-5 Lynnwood Road Livingston Grove 2680 25 67,000 2 K-4 Lyons Lane Wood Cul-de-sac 250 25 6,250 3 C-14 Lyons Street Paper Street M K-11 MacArthur Drive Victory Pl Victory Pl 1760 32 56,320 3 Address Drainage concern in 2019 E-10 Mack Drive Talmadge Rd Cul-de-sac 1500 26 39,000 1 Drainage problems H-2 Madaline Drive Annette Rahway 1404 25 35,100 3 H-3 Madden Court Tingley Cul-de-sac 739 30 22,170 4 L-11 Madison Ave. Amboy Dead End 790 30 23,700 5 F-12 Magee Road Vineyard Cul-de-sac 850 28 23,800 3 E-12 Magnolia Street Holly East Side 710 30 21,300 2 G-6 Maida Road Homestead Harding 1480 26 38,480 1 Utilities paved half H-11 Main Street County Road J-5 Malibu Drive Highpoint Livingston 340 25 8,500 2 H-5 Malone Ave. Fairmount Cul-de-sac 450 30 13,500 5 D-13, E-13 Malvern Way Private H-12 Manning Street Woodbridge Ave Dead End 560 26 14,560 3 G-7 Manor Blvd. Plainfield Dead End 717 25 17,925 2 B-12 Manor Court Ryan Cul-de-sac 350 30 10,500 3 L-11 Maple Avenue Amboy Municipal Border 890 30 26,700 5 J-9 Maple Drive Private I-4 Maplecrest Road Private J-10 Maplewood Ave. Amboy Grandview W 1365 32 43,680 2 H-3 Maplewood Court Private I-6 Marc Court Oak Tree Road Oak Tree Rd 307 25 7,675 3 J-4 Marcols Court Roxy Cul-de-sac 248 25 6,200 4 F-13 Marie Lane Old Post Road Cul-de-sac 634 28 17,752 3 CDBG Project did ramps in 2017/18 J-2 Marigold Court Private C-14 Marina Drive Private H-5 Marion Street Oak Tree Road Dead End 854 25 21,350 3 D-13 Market Street Pacific Woodbridge Ave 895 30 26,850 3 F-11 Markham Road Idlewild Idlewild 1780 30 53,400 3 I-6 Marlin Ave. East Grove Farmhaven 2040 28 57,120 5 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes I-6 Marlin Ave. West Grove Dead End 1600 28 44,800 5 L-10 Marlin Road Larchmont ` 200 32 6,400 5 Paved 2018 I-10 Marsh Avenue Metuchen Roadway C-12 Marshall Drive Fairhill Dead End 1980 30 59,400 3 I-3 Martha Street Grove Link 913 30 27,390 3 H-12 Martin Ave. Main Howard 1258 25 31,450 3 H-2 Mary Ellen Drive Madeline Rahway 2329 25 58,225 3 G-5 Maryland Ave. Oak Tree Road Dead End 1075 25 26,875 3 H-8 Mason Drive Clive St Municipal Border 700 30 21,000 2 K-9 Mason St. Parsonage End 500 30 15,000 2 D-12 Matson Road Raleigh Fairfax 1070 30 32,100 3 E-7, F-7 Matthew Court Alexis Cul-de-sac 424 25 10,600 3 I-4 Maureen Court New Dover Cul-de-sac 304 25 7,600 3 L-12 May Street King George Post Rd Woodbridge Ave 3310 36 119,160 1 F-6 Mayercik Ct. New York Circle 1303 25 32,575 4 H-14 Mayfield Road Private J-9 Mayling Court Oakwood Cul-de-sac 900 28 25,200 2 H-4 Mayo Blvd. Paper Street F-6 McBratney Court Nevsky Cul-de-sac 302 25 7,550 3 K-10 McEvoy Road Harmon Wilk 895 25 22,375 3 J-12 McGaw Drive Raritan Center Parkway Cul-de-sac 1605 40 64,200 Scheduled to be paved by Federal Business G-11 McGinnis Road Whitman Poplar 910 30 27,300 5 Paved 2018 J-3, K-4 McKinley Ave. Grove Dead End 4500 28 126,000 1 K-4 McKinley Street Dead End Wood 1535 28 42,980 1 K-3 Meadow Brook Rd. Private E-14 Meadow Road Woodbridge Ave Dead End 7128 36 256,608 5 D-14 Meeker Ave. Woodbridge Ave Lloyd 1282 30 38,460 2 I-7 Megan Court Edison Cul-de-sac 160 30 4,800 5 K-9, K-10, L-9Melbloum Lane Rt 1 Cul-de-sac 3940 29 114,260 4 D-14 Melbourne St. Park Way Scotland 1020 26 26,520 3 K-3 Melissa Ct. Denver Cul-de-sac 402 25 10,050 3 E-13 Melville Road Old Post Road Gurley 1116 30 33,480 3 K-6 Menlo Terrace Union Dead End 200 28 5,600 5 I-5 Mercer Street Lamar Cul-de-sac 340 24 8,160 5 F-11 Mercury Road Vineyard Markham 1045 30 31,350 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes D-9 Meredith Road New Brooklyn Cul-de-sac 2000 30 60,000 5 J-5 Meridian Road Oak Tree Road Dead End 1042 30 31,260 2 K-10 Merker Drive Harmon Merker 1700 28 47,600 2 C-14 Merriman Place Player Dead End 301 25 7,525 3 D-10 Merrywood Drive Private C-11 Metroplex Drive Private F-6 Metuchen Road New York Dead End 7095 30 212,850 2 F-13 Meyer Road Old Post Road Ridge 2550 34 86,700 5 J-7 Michael Street Dellwood Edison 605 25 15,125 3 E-7 Michelle Circle Private K-7 Middlesex Ave. Christie Dead End 1609 30 48,270 4 I-5 Midland Road Stephenville Grove 1345 30 40,350 5 E-15 Midvale Road Meadow Dead End 850 30 25,500 2 K-5 Midwood Ave. Henry Charles 1550 30 46,500 5 F-12 Miko Road Ashley Old Post 1700 36 61,200 5 Mila Ct Denver Cul-de-sac 190 30 5,700 5 Paved in 2018 by contractor G-14 Mill Road Old Post Dead End 1185 30 35,550 3 Mill Road Woodbridge Candy Ct 303 30 9,090 3 Mill Road Distribution Blvd Cul-de-sac 3490 50 174,500 2 H-12 Mill Brook Road Main Dorothy 1268 30 38,040 2 G-4, G-5 Milford Court Oak Tree Road Cul-de-sac 789 25 19,725 3 I-4 Miller Ave. New Dover Dead End 522 25 13,050 3 F-6 Million Street Paper Street G-7 Millpond Way Rainford Woodbrooke 345 30 10,350 5 I-5 Milton Ave. New Dover Dead End 1200 25 30,000 2 Norton Oak Tree Rd 1225 25 30,625 5 J-4 Mindy Road Stacy Cul-de-sac 313 25 7,825 2 J-5 Minebrook Road Private B-12 Mineola Place Campbell Highland Ave 1400 30 42,000 3 C-14 Mirror Ave. 0 H-12 Mitch Snyder Drive Private I-5 Mockingbird Rd. Cardinal Lynwood 969 25 24,225 2 F-11 Monaghan Rd. Vineyard Cul-de-sac 1440 32 46,080 3 I-6 Monica Drive Oak Tree Road Timber 1186 25 29,650 3 K-7 Monmouth Ave. Fredrick Cedar 1884 25 47,100 3 I-7 Monroe Ave. Mundy Dead End 1405 30 42,150 5 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes Bank Lench 1015 30 30,450 3 I-5 Montclair Ave. Oak Tree Road Norton 1550 25 38,750 5 E-8 Montrose Road Private K-10 Montview Road Grandview Grandview 1920 30 57,600 2 H-7 Moraine Road Clive Hills Municipal Border 1000 25 25,000 5 D-8 Moretti Lane New Brooklyn Municipal Border 710 30 21,300 2 C-12 Morgan Drive Rt 27 Schuyler 1745 30 52,350 2 I-3 Morning Glory Lane Winding Brook Bella Vista 770 30 23,100 3 D-14 Morse Ave. School House Lane Silver Lake Ave 324 30 9,720 2 H-11 Morris Ave. Main Dead End 2979 30 89,370 3 F-11 Moryan Road Outcalt Sulliman 1190 30 35,700 3 I-2 Moyse Place Inman Dead End 258 30 7,740 4 H-5, I-5 Mount Pleasant Avenue 05 G-7 Mulberry Lane Park Park 1843 25 46,075 2 I-7 Mundy Avenue 05 E-11 Municipal Blvd. Rt 27 Circle 3230 22.5 72,675 4 E-14 Murray Street Lake View Meadow 760 30 22,800 2 C-13 Myra Place Apple Woodbridge Ave440 32 14,080 3 D-13 Myrtle Street Plainfield Dead End 240 28 6,720 2 N D-14 Nancy Circle Meeker Meeker 880 30 26,400 5 Paved in 2018 B-12 Naples Avenue 0 J-3 Nassau Court Ellison Cul-de-sac 118 96 11,328 3 E-9 National Road Talmadge Rd Cul-de-sac 4700 40 188,000 5 C-12 Nelson Ave. Vinal Rt 27 556 56 31,136 2 J-3 Netherwood Circle Wakefield Circle 1998 25 49,950 2 E-7 Nevsky Prospect Street Plainfield Roadway F-6 Nevsky Street Delancy Park 1622 30 48,660 3 L-12 New Street Plainfield Dead End 775 25 19,375 1 Recon D-9 New Brooklyn Rd. New Durham Runyon 890 30 26,700 3 New Durham Ethel 2090 30 62,700 5 Paved in 2018 E-7 Newburgh Drive Private H-5 New Dover Rd. Oak Tree Road Wood 12249.6 36 440,986 3 E-8 New Durham Rd. County Road H-14 Newfield Avenue Fernwood Raritan Center Parkway 0 4 J-11 New Jersey Tpk State Highway Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes E-14 Newton Ave. Paper Street J-9 New York Ave. Metuchen Roadway F-6 New York Blvd. Delancy Mayericik 1715 30 51,450 3 I-5 Nicholas Court 05 K-3 Nicholson Ave. Kingsbridge Denver 1280 25 32,000 3 F-6 Nicole Terrace Private I-5 Nightingale St. Grove Cul-de-sac 616 25 15,400 2 G-14 Nixon Lane Mill Cul-de-sac 1678 45 75,510 1 B-12 Noel Avenue Fairview Dead End 0 4 L-10 Nora Road Peake Dead End 0 2 J-7 Nora Street Paper Street K-11 Norman Street Burchard Cul-de-sac 315 26 8,190 5 K-2 Normandy Road 0 B-12 North Eighth Ave. Edgemount Municipal Border 0 3 K-7, K-8 North Evergreen Road County Road I-13 Northfield Road Private A-12 North Fifth Ave. South Park Lincoln 0 1 H-5 Norton Street Fairmount Lamar 1100 28 30,800 5 F-13 Norwood Place Woodbridge Overbrook 0 3 H-6 Nottingham Rd. Plainfield Warwick 1834 25 45,850 3 E-14 Now Street Lake View Park Way 0 3 H-4 Nutmeg Court Private O J-8, K-8 Oak Drive Private County Road K-8 Oak Road Paper Street H-7 Oak Grove Lane Plainfield Cul-de-sac 0 5 Currently under construction H-7 Oak Hills Road Plainfield Clive 1363 25 34,075 4 C-13 Oak Lane Jefferson blvd Cul-de-sac 545 30 16,350 1 H-3 Oakmount Court Private K-2 Oak Ridge Road Featherbed Municipal Border 815 30 24,450 4 J-6 Oak Tree Road County Road D-13 Oakland Ave. Schuyler Rt 1 2050 30 61,500 1 J-9 Oakwood Ave. Municipal Border Evergreen Rd 1250 30 37,500 2 J-4 Oberlin Court Stratford Cul-de-sac 413 25 10,325 2 K-10 O'Hara Street Wilk Wilk 945 30 28,350 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes H-2 Old Hickory Lane Inman Cul-de-sac 590 25 14,750 4 E-13 Old Post Road Woodbridge Ave Grace St 550 20 11,000 2 Grace St Woodbridge Ave 13200 30 5 G-2 Old Raritan Rd. County Road B-13 Olden Road Hamlin Perry 720 30 21,600 3 I-6 Oliver Avenue Grove Calvert Ave W 2915 30 87,450 5 G-5 Olsen Avenue Park Cul-de-sac 1097 30 32,910 3 I-14 Olympic Drive Private B-12 Opatut Court N. 8th Cul-de-sac 240 28 6,720 5 Paved in 2018 C-13 Orange Street Woodbridge Duclos 2605 30 78,150 3 I-11 Orchard Street Rt 1 Munical Borded 463 30 13,890 2 J-2 Orchid Court Private I-5 Oriole Street Library Grove 460 30 13,800 5 E-11 Orlando Street Elmwood Terr Langstaff 725 30 21,750 4 E-8 Orosz Boulevard Private C-14 Othen Street Player Dead End 320 26 8,320 1 F-11 Outcalt Road Vineyard Caldwell 1450 30 43,500 1 G-3 Out of Bounds Private E-14 Overbrook Ave. Bonnie Brook Dead End 1495 30 44,850 3 F-13 Overview Court Ridge Cul-de-sac 145 30 4,350 2 D-12 Ovington Ave. Stony Plainfield 1433 30 42,990 5 paved in 2018 Plainfield Morgan 2190 30 65,700 2 K-2 Oxford Road Wood Sheryl 786 25 19,650 3 P E-10 P.O.W./M.I.A. Blvd. Private Municipal Complet J-5 Pace Drive Keen Dale 585 25 14,625 3 D-13 Pacific Street Old Post Plainfield 1615 36 58,140 2 H-7 Paddock Court Plainfield Cul-de-sac 396 25 9,900 4 E-12 Paley Place Preston Cul-de-sac 721 25 18,025 3 J-2 Palm Court Private D-12 Pannonia Ave. Bradley Plainfield 1030 30 30,900 3 K-6 Paris Ave. Lench Cul-de-sac 1250 25 31,250 4 G-7 Park Ave. County Road D-14 Park Way Woodbridge Clifton 1650 24 39,600 3 F-6 Park Gate Dr. 0 Private J-5 Parker Road New Dover Livingston 2430 28 68,040 5 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes F-11 Parkerson Road Brookville Brookville 1500 30 45,000 3 J-13 Parkway Place Clover Pl Riverside Dr 716 40 28,640 5 J-9 Parkwood Court Oakwood Cul-de-sac 310 28 8,680 1 J-8 Parsonage Road County Road C-12 Partch Place Eardly Rd Central 1410 30 42,300 5 paved in 2018 I-11 Patricia Avenue Dorothy Bernard 453 25 11,325 3 H-11 Patrick Avenue Cortlandt Gourmet 720 32 23,040 1 K-3 Patriot Court Savoy Cul-de-sac 402 25 10,050 3 I-4 Patton Street Paper Street D-13 Paul Street Jefferson Blvd Dead End 456 28 12,768 3 I-7 Paula Street Mundy Turner 318 28 8,904 5 H-3 Pavlocak Court Tingley Cul-de-sac 1105 25 27,625 3 K-4 Payne Court Revere Cul-de-sac 368 30 11,040 4 F-6 Peace Street Delancy Dead End 367 25 9,175 3 F-11 Peach Court Vineyard Cul-de-sac 175 28 4,900 3 L-10 Peake Road Wilk Wilk 1520 32 48,640 3 I-13 Pear Blossom Drive Private J-9 Ped Place Eileen Way Beechwood Ave 490 28 13,720 2 D-13 Pelham Ave. Loring Plainfield 600 30 18,000 3 J-5 Pendleton Place Ellmyer Ventnor 895 28 25,060 3 D-12 Penn Avenue Rt 27 Ovington 588 30 52,920 2 Ovington Seymour 695 30 5 Seymour Panonia 481 30 3 K-3 Penrose Court Bennington Cul-de-sac 170 25 4,250 4 J-3 Periwinkle Lane Heather Wintergreen Ave E 300 25 7,500 4 B-12 Perry Road Hamlin N. 5th 910 28 25,480 3 J-14 Pershing Avenue 05 H-5 Peru Street Oak Tree Road Warwick 1935 30 58,050 5 paved in 2018 E-11 Peterson Ave. Rt 27 Orlando 595 30 17,850 2 G-4, G-3 Petti Lane. Woodland Cul-de-sac 1505 30 45,150 3 H-11 Pettit Ave. Cortlandt Dead End Paper Street F-7 Pheasant Run Private K-6 Phillip Street Rt 27 Union 2025 20 40,500 3 H-2 Phillip Drive Madaline Mary Ellen 1424 25 35,600 3 F-13 Phillips Road Hill Meyer 1100 30 33,000 5 H-12 Philo Blvd. Mill Brook Dead End 1698 25 42,450 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes J-11 Phoenix Ave. Plymouth Dead End 686 22 15,092 2 F-12 Piedmont Road Idlewild Glenville 732 30 21,960 3 I-11 Pierson Avenue Amboy Route 1 0 5

F-13 Pilegis Court Woodbridge Cul-de-sac 365 28 10,220 2 Looks like roadway was not topped J-9 Pine Drive Private County Road K-5 Pine Ridge Drive Ellmyer Livingston 2178 25 54,450 2 G-11 Pine Street Vineyard Rodak Cir 1235 32 39,520 5 paved in 2018 D-9 Plafsky Drive New Brooklyn Meredith 2500 28 70,000 5 D-13 Plainfield Ave. County Road H-6 Plainfield Road County Road C-14 Player Avenue Woodbridge Ave Dead End 3100 28 86,800 2 K-10 Plaza Place Pacific Dead End 195 40 7,800 2 D-13 Pleasant Ave Dead End Dead End 1525 30 45,750 2 Plenge Ct Ethel Cul-de-sac 195 28 5,460 Under Construction J-11 Plymouth Place Liddle Gibian 580 26 15,080 3 D-13 Poe Place Putnam Hickory 205 29 5,945 3 D-12 Poll Place Hillside Greenwood 525 36 18,900 5 G-11 Poplar Street Vineyard Heathcote 500 28 14,000 5 paved in 2018 C-11 Porter Street Dead End Dead End 660 28 18,480 5 F-5 Portland Street Fleet Dead End 660 25 16,500 2 Park Dead End 384 25 9,600 5 F-13 Potts Road Meyer Dead End 110 28 3,080 3 E-12 Preston Street Old Post Rd Ferris 751 24 18,024 1 C-12 Prescott Street Dead End Cul-de-sac 565 30 16,950 5 E-7 Prestwick Way Private C-12 Price Drive Central Central 1350 30 40,500 5 H-11 Prince Street Rt 1 Patrick 570 30 17,100 2 D-14 Proctor Street Clifton Dead End 950 30 28,500 2 J-2 Progress Street Inman Inman 2923 30 87,690 2 E-13 Proposed Street Paper Street D-12 Prospect Avenue Plainfield Runyon 4350 32 139,200 2 D-11 Prospect Street County K-2 Purdue Road Normandy Sheryl 360 28 10,080 4 D-13 Putnam Avenue Plainfield Schuyler 935 30 28,050 3 Q Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes J-3 Quaker Court Heritage Ellison 400 25 10,000 3 J-3 Quaker Street Ellison Cul-de-sac 456 25 11,400 3 D-9 Queens Court Van Buren Cul-de-sac 375 30 11,250 5 J-4 Quincy Road Parker Cul-de-sac 265 30 7,950 5 R H-2 Rahway Road Inman Municipal Border 2200 22 48,400 5 B-12 Railroad Avenue Paper Street I-5 Rainbow Court Mt Pleasant Cul-de-sac 345 30 10,350 5 G-7 Rainford Road Sagamore Woodbrooke 1600 30 48,000 5 E-12 Raleigh Road Winthrop Colton 990 32 31,680 5 K-5 Ramsey Road Utica Utica 1130 25 28,250 5 D-9 Ranchwood Court Brotherhood Cul-de-sac 340 28 9,520 1 J-12 Raritan Ctr. Pkwy. Mayfield Dead End 2600 48 124,800 5 Woodbridge Mayfield 5280 48 253,440 2 D-11 Raspberry Court Private F-6 Ravenswood Court Private C-14 Raymond Street Player Fox 1040 28 29,120 2 E-8 Reading Road New Durham Rt 287 610 62 37,820 3 D-13 Redwood Avenue Woodbridge Schuyler 2562 30 76,860 3 C-11 Reed Street Dead End Dead End 690 30 20,700 5 G-5 Regal Road Harding Hillsdale 505 30 15,150 3 E-11 Regent Court Sanders Cul-de-sac 338 26 8,788 3 H-7 Remington Drive Plainfield Golf 2366 25 59,150 3 H-7 Renee Court Plainfield Cul-de-sac 1010 25 25,250 3 K-4 Revere Blvd. New Dover Cul-de-sac 2238 30 67,140 3 I-3 Reverend Samuel L. Carpenter Blvd. 535 26 13,910 5 K-3 Reynolds Court Inman Cul-de-sac 384 30 11,520 3 G-5 Richard Road Stephenville Francis 2888 26 75,088 1 Utility paved part of roadway Stephenville Williams 1130 28 31,640 5 F-11 Richmond Road Colfax Altamont 1025 30 30,750 3 F-13 Ridge Road Meyer Cul-de-sac 2230 30 66,900 2 L-11 Ridgedale Place Woodbridge Twsp Road F-9 Rieder Road New Durham New Durham 2890 32 92,480 1 F-9 Rinear Drive Karen Lydia 319 25 7,975 3 K-5 Rio Vista Drive Sherman Cul-de-sac 380 32 12,160 5 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes C-10 Rivendell Way Private K-13 Riverside Drive Located in Raritan Center - Coord work with FBC C-14 Riverview Ave. N. Apple Woodbridge Ave 350 30 10,500 3 C-13 Riverview Ave. Woodbridge Clipper 1670 30 50,100 3 C-14 Robert Street Paper Street J-7 Roberta Court Diamond Cul-de-sac 200 25 5,000 1 2019 Paving* Possible Sewer problem G-7 Robin Road Park Dead End 633 30 18,990 2 I-11 Rockoff Court Dorothy Cul-de-sac 208 25 5,200 3 G-11 Rodak Circle S. Locust Rodak Cir 3510 28 98,280 5 paved in 2018 E-13 Roger Road Gurley Garden Terr 965 28 27,020 1 I-3 Rolling Brook Dr. Brookhallow Cul-de-sac 1778 30 53,340 3 J-5 Roney Road Farmhaven Cul-de-sac 400 29 11,600 2 K-10 Roosevelt Blvd. 7th St Granview 1715 30 51,450 2 K-9 Roosevelt Dr. County Park Roadway K-10 Roosevelt Terr. Roosevelt Blvd Grandview 230 32 7,360 3 K-2 Rory Court Featherbed Cul-de-sac 400 25 10,000 4 C-13 Rose Street Duclos Jefferson Blvd 1000 32 32,000 1 Utility Co. paved 1/2 width F-12 Rosewood Road Miko Glenville 1600 36 57,600 3 I-8 Ross Avenue Grove Dead End 571 30 17,130 3 G-11 Rosta Road Inman New Dover 4536 30 136,080 3 L-10 Rowan Court Denver Cul-de-sac 283 25 7,075 5 Paved 2018 Roxy Avenue Inman New Dover 4536 30 136,080 3 K-3 Royale Drive Denver Cul-de-sac 283 25 7,075 4 B-12 Rugby Place Paper Street D-11 Runyon Avenue Plainfield Linden 2525 30 75,750 2 D-8 Runyons Lane New Brooklyn Talmadge 2015 26 52,390 3 D-13 Russell Avenue Rt 1 Woodbridge Ave 910 30 27,300 2 C-11 Rutgers Street Central Dead End 444 30 13,320 5 E-13 Rutland Street Gurley Woodbridge Ave 526 32 16,832 3 B-12 Ryan Road Fairhill Brookfall 1040 30 31,200 3 S L-11 Safran Avenue Gold King George Post 2360 30 70,800 5 G-7 Sagamore Ave. Talmadge Woodbury 2800 32 89,600 5 F-6 Salem Street Fleet Cul-de-sac 571 25 14,275 4 F-8 Salka Court Karen Cul-de-sac 154 25 3,850 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes K-2 Sandalwood Dr. Cottonwood Featherbed 1377 25 34,425 3 E-11 Sanders Road Winthrop Windsor 1310 30 39,300 2 Sandia Court Tamarack Cul-de-sac 247 25 6,175 4 H-7 Sandra Court New Dover Cul-de-sac 210 25 5,250 3 K-4 Sandra Drive New Dover Cul-de-sac 210 25 5,250 3 D-8 Sarah Court New Brooklyn Cul-de-sac 350 30 10,500 3 E-7 Samo Ave. Paper Street K-3 Savoy Avenue Independence Beatrice 1605 25 40,125 3 G-15 Saw Mill Pond Road Mill Dead End 2537 60 152,220 2 Known drainage problems near #51 H-12 Saxton Street Ave C NJ Turnpike 1 See Ave. C. G-6 Schanck Drive Talmadge Cul-de-sac 757 30 22,710 4 K-3 Scheer Court Garfield Cul-de-sac 150 30 4,500 3 D-14 School House Ln. Woodbridge Ave Germantown 465 28 13,020 3 K-4 Schubert Ave. Roxy Foley 920 25 23,000 4 D-13 Schuyler Drive Rt 27 Seymour 39635 30 1,189,050 2 E-14 Scotland Avenue Clifton Dead End 1103 30 33,090 3 I-11 Scott Avenue Pierson Cul-de-sac 836 25 20,900 2 G-14 Second Ave. Paper Street J-10 Second Street Amboy Ave Echo 1040 36 37,440 5 I-12 Seneca Street Fieldcrest Dead End Private K-10 Seventh Street Amboy Ave Roosevelt Blvd 0 1 D-12 Seymour Avenue Morgan St. Matthew's School/ 3570 32 114,240 3 J-4 Shady Lane Roxy Cul-de-sac 265 25 6,625 4 I-3 Shamrock Way Inman Brookhallow 980 25 24,500 3 E-13 Sharon Avenue Stevens Garden Terr 0 1 K-10 Sharp Road Hallo Cul-de-sac 220 28 6,160 3 D-12 Sheppard Place Runyon Rt 27 1010 30 30,300 3 I-10 Sheffield Place Jeff Municipal Border 200 32 6,400 2 K-5 Sherman Blvd. Wood Parker 2875 28 80,500 5 K-3 Sherry Court Bernice Cul-de-sac 250 30 7,500 3 K-5 Sherwood Road Livingston Livingston 1800 32 57,600 4 K-2 Sheryl Drive Normandy Cul-de-sac 1730 30 51,900 3 E-8 Shetland Court Private E-7 Shifra Court Alexis Cul-de-sac 250 28 7,000 3 C-13 Short Street Rose St Dead End 275 30 8,250 1 Utility Co. Paved 3/4 of the road D-14 Silver Lake Ave. Woodbridge Raritan River 2966 30 88,980 2 Reconstruct from Glendale Ave to river Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes C-12 Sims Road Eardley Division 1288 30 38,640 2 Drainage concern near Division J-11 Simon Street Gibian Dead End 75 40 3,000 4 D-13 Simpson Avenue Plainfield Myrtle 580 30 17,400 3 J-3 Sinclair Road Hansen Hansen 1920 30 57,600 2 G-13 Sine Road Clauden Woodbridge Ave 1285 28 35,980 2 K-10 Sixth Street Amboy Ave Echo 1095 36 39,420 5 paved in 2018 G-6 Skytop Road Hillwood Stephenville Pkwy 1170 28 32,760 2 H-8 Sleepy Hollow Rd. Plainfield Cul-de-sac 640 30 19,200 4 F-13 Smalley Road Phillips Hill 635 30 19,050 5 I-11 Smith Street Durham Dead End Metuchen Roadway H-3 Snowflake Lane Private H-3 Sonia Court Tingley Cul-de-sac 585 30 17,550 4 G-11 South Heathcote Ave. Pine Cul-de-sac 1675 30 50,250 5 paved in 2018 G-11 South Locust Ave. Pine S. Heathcote 1085 32 34,720 5 paved in 2017 H-6 Southfield Road Plainfield Calvert W. 1665 30 49,950 3 Calvert W Oliver 1440 25 36,000 5 paved in 2017 G-6 Sovar Court Schanck Cul-de-sac 215 30 6,450 4 E-8 Spectrum Drive Private D-13 Spencer Street Dead End Dead End 350 25 8,750 1 F-5 Spring Street Fleet Dead End 400 29 11,600 2 I-4 Springbrook Dr. Private K-8 Spruce Drive Parsonage Oakwoood Ave 335 24 8,040 5 I-11 Spruce Street Tived Dead End 1275 28 35,700 3 I-4 Stacey Street New Dover Valerie 1120 30 33,600 2 F-9 Stanley Place Brian Dolores 680 28 19,040 3 H-13 Stanley Swiderski Ave Private J-6 Stark Place ten Eyck Cul-de-sac 210 30 6,300 2 J-10 Starkin Road Dead End Cul-de-sac 800 20 16,000 2 G-6 Stephenville Pkwy. Park Dead End 6864 20 137,280 5 E-13 Sterling Court Old Post Rd Cul-de-sac 270 30 8,100 3 E-13 Stevens Road Gurley Roger 1210 30 36,300 5 paved in 2018 J-4 Stewart Avenue Dale Cul-de-sac 680 30 20,400 3 F-11 Stiles Road Markham Johnstone 1461 30 43,830 3 E-12 St. Matthews Dr. Stony Cul-de-sac 900 30 27,000 3 C-12 Stone Street Campbell Brookhill 500 28 14,000 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes I-4 Stonehedge Rd. 0 Private G-7 Stonewall Drive Sagamore Woodbrooke 1700 30 51,000 5 E-12 Stony Road Rt 27 Eden 3600 36 129,600 5 Old Post Rd Rt 1 755 30 22,650 3 D-11 Stony Road West Rt 27 Central 2100 30 63,000 5 J-4 Stratford Circle New Dover Circle 4351 30 130,530 2 D-10 Strawberry Court Private E-11 Sturgis Road Ashley Rt 27 1500 28 42,000 3 J-6 Sugar Road Oak Tree Road Aspen 680 28 19,040 2 F-11 Sulliman Road Vineyard Moryan 860 30 25,800 3 F-6 Summer Street Dead End Dead End 975 25 24,375 3 J-4 Summit Avenue Dale Summit 535 28 14,980 4 I-14 Sunfield Avenue Fernwood Ave Raritan Center Parkway 2275 36 81,900 1 J-2 Sunflower Court Private G-13 Sunrise Drive Private H-6 Sunset Avenue Plainfield Cul-de-sac 675 30 20,250 2 F-7 Sunshine Lane Sagamore Sagamore 1415 30 42,450 5 F-9 Susan Place Rieder Rieder 680 30 20,400 2 K-3 Sussex Court Denver Cul-de-sac 515 30 15,450 3 E-8 Sutton Place Talmadge Cul-de-sac 620 30 18,600 1 To be included in the Talmadge Road Contract C-12 Suttons Lane Truman S. Rt 27 4245 30 127,350 5 C-12 Suydam Ave. Gaskill Rt 27 650 25 16,250 2 Rt 27 Duley 600 25 15,000 2 J-15 Sweetwater Lane Private E-11 Sycamore Ave. Rt 27 Dalton 655 30 19,650 3 D-14 Sylvan Dell Ave. Dead End Dead End 1660 30 49,800 2 T C-13 Taft Avenue Duley Gaskill 1280 25 32,000 1 Utilities paved a portion K-8 Tall Oak Rd. Private E-8 Talmadge Rd. Rt 27 Park 10085 40 403,400 5 I-5 Tamagnini Ct. Oak Tree Road Cul-de-sac 395 30 11,850 2 Developer working in area at time of report H-7 Tamarack Road Remington Cul-de-sac 1350 30 40,500 3 E-8 Tarbert Court Private K-3 Taurus Court McKinley Cul-de-sac 450 30 13,500 3 D-9 Taylor Road Brunswick Ethel 1175 26 30,550 5 paved in 2018 H-4 Teaberry Drive Private Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes E-13 Tell Place Roger Melville 400 30 12,000 2 J-7 Temple Street Dellwood Cul-de-sac 1480 30 44,400 2 I-6 Ten Eyck Place Grove Farmhaven 2290 30 68,700 5 J-4 Tennyson St. Stratford Stratford 645 28 18,060 2 B-12 Tenth Avenue Highland Park Roadway G-11 Terrill Road Wilshire Leland 280 30 8,400 5 paved in 2018 J-7 Terry Avenue Rt 27 Dead End 1365 28 38,220 3 F-7 Thatcher Court Stonewall Cul-de-sac 420 36 15,120 5 K-10 Theresa Court Gales Cul-de-sac 255 30 7,650 2 G-13 Third Ave. Paper Street J-10 Third Street Amboy Ave Echo 1125 36 40,500 5 paved in 2018 K-10 Third Street North Roosevelt Blvd Echo 300 40 12,000 2 J-10 Thomas Place Grandview W. Dead End 1065 30 31,950 3 D-14 Thomasine St. Woodbridge Germantown 390 30 11,700 2 K-7 Thornall St. County Roaday F-6, F-7 Tiffany Drive Private I-6 Timber Road Grove Cul-de-sac 1880 30 56,400 3 H-3 Timberline Drive Private H-4 Timber Oaks Rd. Private J-9 Timothy Court Eileen Way Cul-de-sac 250 30 7,500 2 H-4 Tingley Lane New Dover Gallo 3150 32 100,800 3 Gallo Inman 4015 32 128,480 5 I-11 Tived Lane Pierson Cul-de-sac 655 28 18,340 2 I-11 Tived Lane East Pierson Forsythia 1635 40 65,400 3 C-14 Todd Street Player Cardownie 564 21 11,844 2 Toth Ct Johnstone Cul-de-sac 290 28 8,120 4 K-7 Tower Road Fredrick Dead End 2185 26 56,810 3 I-11 Townsley Court Scott Cul-de-sac 205 30 6,150 2 I-11 Townsley St. Orchard Rt 1 275 32 8,800 2 D-9 Traci Lane Plafky Cul-de-sac 1175 30 35,250 5 C-14 Travers Avenue Lloyd Player 1000 22 22,000 3 D-13 Trent Place Bradley Schuylar 220 32 7,040 1 F-14 Trenton Ave. Woodbridge Dead End 1060 30 31,800 3 F-5 Troy Street Portland Universal 485 28 13,580 3 B-11 Truman Drive Kilmer Yosko 1935 36 69,660 5 B-11 Truman Drive S. Kilmer Cul-de-sac 1825 40 73,000 5 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes J-2 Tulip Court Private I-7 Turner Avenue Grove Dead End 1100 28 30,800 5 Dead End Cul-de-sac 910 28 25,480 2 K-4 Tuscan Road 05 I-7 Twin Oaks Drive 05

E-6 Tyler Road New York Blvd Municipal Border 400 20 8,000 2 Road is in poor shape, services very few properties and is in close proximity to wetlands. Hold off paving as long as possible. J-7 Tyroler Avenue Elizabeth Cul-de-sac 490 30 14,700 2

Lench 300 30 9,000 2 I-7 Tyroler Court 05 U K-7 Union Avenue Christie Dead End 2100 40 84,000 5 F-5 Universal Ave. Park Fleet 1025 30 30,750 3 J-4 Upton Street McKinley Stratford 240 30 7,200 2 C-14, K-9 US 1 (NJ Route 25) State Road K-5 Utica Road Parker Parker 3000 32 96,000 5 Paved in 2018- investigate long termdrainage improvements V C-13 Vale Street Duclos Dead End 215 30 6,450 2 J-4 Valerie Road Stacy Cul-de-sac 307 32 9,824 3 I-3 Vallata Place McKinley McKinley 900 30 27,000 3 D-9 Valmere Court Plafsky Cul-de-sac 305 30 9,150 5 D-9 Van Buren Drive Agatha Fenakle 485 30 14,550 5 k-4 Vassallo Court Wood Cul-de-sac 470 28 13,160 3 J-4 Vauxhall Court Stratford Cul-de-sac 390 30 11,700 2 F-12 Velikan Place Preston Cul-de-sac 640 32 20,480 3 J-5 Ventnor Drive Oak Tree Ellmyer 2200 28 61,600 3 E-11 Vernon Road Colton Windsor 580 34 19,720 3 D-9 Victoria Court Private K-10 Victory Place Amboy MacArthur 215 40 8,600 2 J-2 Villa Drive Private C-11 Village Drive Private C-12 Vinal Avenue Rt 27 Nelson 671 25 16,775 2 K-3 Vincent Court Inman Cul-de-sac 225 30 6,750 3 H-13 Vincent Behan Blvd Private F-12 Vineyard Road Old Post Rt 27 6178 40 247,120 3 I-8 Vinne Court Ross Cul-de-sac 220 30 6,600 3 E-13 Violet Place Sharon Old Post 890 30 26,700 3 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes K-2 Visco Drive Featherbed Ashbrook 1300 30 39,000 3 G-13 Vista Drive Woodbridge Dead End 645 40 25,800 1 W I-8 Wadsworth Ave. Metuchen Roadway J-10 Wagner Street Jackson Starkin 995 30 29,850 1 Drainage concern near Hoover & K-9 Wainwright St. Lafayette Dead End 667 32 21,344 2 Roadway partially located in Woodbridge J-3 Wakefield Drive Churchill Inman 1000 30 30,000 3 K-3 Waldman Ave. Bernice Beatrice 960 30 28,800 3 I-6 Walker Avenue Dead End Grove 1605 30 48,150 5 E-11 Wallace Street Langstaff Dunham 515 30 15,450 4 D-11 Walnut Street Linden Hillcrest 2130 30 63,900 2 Known watermain concerns L-11 Walsh Avenue Amboy Dead End 735 30 22,050 5 H-5 Wall Street Paper D-14 Walton Street Clifton Silverlake 1420 25 35,500 3 K-11 Waltuma Avenue Dead End Gross 1832 30 54,960 2 Developer working in area at time of report K-6 Warren Drive Private H-5 Warwick Road Oak Tree Stephenville Pkwy 1665 32 53,280 5 B-12 Washington Ave. Marshall Municipal Border 1460 30 43,800 3 F-12 Wasko Road Private E-8 Waterford Drive Private K-5 Watson Court E. Darwin Cul-de-sac 215 32 6,880 3 K-5 Watson Court W. Darwin Cul-de-sac 285 32 9,120 3 F-12 Waverly Dr. East Old Post Rd Waverly W. 605 30 18,150 3 F-12 Waverly Dr. West Old Post Rd Waverly E. 880 30 26,400 3 H-6 Wayne Court Calvert W Cul-de-sac 430 30 12,900 3 expected to be part of a drainage D-14 Wayne Street Sylvan Dell Germantown 1220 30 36,600 2 G-2 Webb Street Old Raritan Rd Cul-de-sac 1000 30 30,000 5 East of Old Raritan Rd F-13 Webster Place Woodbridge Dead End 185 20 3,700 3 D-12 Weldon Road Ovington Ovington 1450 28 40,600 3 D-14 Wellington Place Robert Silver Lake 650 30 19,500 2 H-7 Wendover Road Buchanan Clive Hills 520 30 15,600 5 H-5 Wendy Court Fairmount Cul-de-sac 375 30 11,250 5 K-3 West Drive East Inman 950 30 28,500 3 K-3 West First St. Featherbed Wood 2100 30 63,000 5 I-2 Westgate Drive Private K-2 West Grant Ave. Featherbed Wood 2305 28 64,540 2 Part of a DOT Grant to be paved in 2019 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes K-2 West Hegel Ave. Featherbed Wood 2305 28 64,540 2 Part of a DOT Grant to be paved in 2019 F-12 West Knollwood Rd. Roseweood E. Knollwood Rd 1010 28 28,280 3 K-2 West Locust Ave. Featherbed Wood 2156 30 64,680 5 K-2 West Prescott Ave. Featherbed Wood 2156 30 64,680 5 K-2 West Sherman Ave. Featherbed Wood 2305 28 64,540 2 Part of a DOT Grant to be paved in 2019 K-2 West Shirley Ave. Featherbed Wood 2156 30 64,680 5 K-3 West Street Ellis Parkway Beatrice 645 30 19,350 2 G-12 Western Ave. Cherry Clausen 800 30 24,000 3 H-12 Westervelt Ave. Woodbridge NJ Turnpike 1045 30 31,350 2 D-14 Westminster Pl. Silver Lake Wellington 1110 30 33,300 2 I-3 Weston Forbes Ct. Wintergreen Ave W Wintergreen Ave W 750 30 22,500 2 Flanked by parking J-5 Westover Way Greenwich Dale 690 30 20,700 4 F-5 Westwood Circle Park Circle 1610 30 48,300 3 I-4 Wheeler St. Paper I-11 Whelan Street Morris Dead End 385 26 10,010 3 K-8 White Birch Rd. Private H-5 Whitehall Ave. Peru Oak Tree 1020 30 30,600 5 I-6 Whitewood Road Timber Cul-de-sac 870 30 26,100 3 G-11 Whitman Ave. Vineyard Municipal Border 1855 29 53,795 5 C-14 Whitman Place Cardownie Dead End 320 15 4,800 2 J-4 Whittier St. Stratford Stratford 615 30 18,450 2 D-10 Wildberry Court Private L-11 Wildwood Ave. Woodbridge Municipal Border 1605 30 48,150 1 L-11 Wiley Avenue Amboy Dead End 810 30 24,300 5 L-10 Wilk Road Harmon Harmon 3230 30 96,900 3 H-12 Willard Dunham Dr. Ave C Ave C 866 30 25,980 2 H-13 William Blow Ct Private G-6 Williams Rd. Hillwood Stephenville Pkwy 1500 25 37,500 3 G-11 Willow Avenue Poplar Dead End 765 30 22,950 2 J-6 Willow Drive Fishell W Cul-de-sac 935 30 28,050 3 E-7 Wilmbelton Court Private G-11 Wilshire Road Heathcote Rodak Cir 935 30 28,050 5 paved in 2017/2018 E-13 Wilson Avenue Stony Rt 1 500 36 18,000 1 Rt 1 Pacific 990 32 31,680 1 I-3 Winding Brook Way Rolling Brook Dead End 1140 30 34,200 2 Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes E-11 Windsor Road Vernon Kenmore 1140 32 36,480 2 I-5 Winnie Court Mt Pleasant Cul-de-sac 400 28 11,200 5 paved in 2018 I-10 Winslow Road Jeff Orchard 660 32 21,120 2 I-6 Winter Street Calvert W Dead End 1150 30 34,500 5 I-3 Wintergreen Ave. East Inman Grove 3440 40 137,600 5 Rev. Samuel I-3 Wintergreen Ave. West Carpenter Grove 3440 40 137,600 5 E-12 Winthrop Road Stony Boulevard of Eagles 2200 34 74,800 5 Boulevard of Eagles Vernon 3920 34 133,280 2 I-8 Wistar Ave. Metuchen Roadway C-13 Wisteria Street Duclos Garden St 945 30 28,350 3 D-14 Woerner Court Silver Lake Meeker 1040 30 31,200 3 L-11 Wolff Avenue Fay Dead End 1560 30 46,800 5 K-4 Wood Acres Dr. Curtis New Dover 1045 32 33,440 3 K-3 Wood Avenue Inman Oxford 2625 30 78,750 2 L-7 Wood Ave. South Woodbridge Twsp Road G-13 Woodbridge Ave. CR514 Rt 1 N 1300 40 52,000 5 Orange Rt 1 S 945 38 35,910 2 G-7 Woodbrooke Dr. Park Dead End 2675 30 80,250 5 F-6 Woodbrook Rd. Plainfield Roadway K-4 Woodbury Court Wood Acres Cul-de-sac 340 30 10,200 4 G-7 Woodbury Road Sagamore Sagamore 4130 30 123,900 5 E-12 Woodedge Ave. Old Post East Side 2015 28 56,420 2 H-4 Woodfern St. Private D-12 Woodhaven Drive Private E-12 Wooding Ave. Old Post Rt 1 420 30 12,600 5 Rt 1 Holly 1560 30 46,800 3 Section north of Old Raritan to be paved in conjuction with F-1, F2, F3 Woodland Ave. Oak Treet Municipal Border 9300 36 334,800 5 South Plainfield G-7 Woodrow Wilson Dr. Plainfield School Property 1560 30 46,800 5 H-5 Woodruff Rd. Chandler Cul-de-sac 825 28 23,100 2 I-6 Wren Court Lynwood Lynwood 1000 28 28,000 2 G-2 Wright Street Old Raritan Rd Cul-de-sac 915 28 25,620 3 J-5 Wyndmoor Way Ventnor Dr Pendleton 755 28 21,140 3 G-11 Wynn Road Whitman Heathcote 300 30 9,000 5 paved in 2018 X Y K-4 Yardley St. Roxy Alden 770 28 21,560 4 G-12 Yelencsics Court Private Coordinates Road Name From To Approx. Approx. Road Road Area Rating Notes F-9 Yolanda Drive Karen Durham 1030 36 37,080 3 C-14 York Drive Private K-10 Yuro Drive Montview Montview 1060 30 31,800 4 Z J-9 Zaydee Drive Mayling Oakwood 400 30 12,000 2 APPENDIX C

ROADWAY RESURFACING MAP roadway resurfacing map SCOTCH PLAINS TWP. CLARK TWP.

UNION CO. STREET INDEX MIDDLESEX CO.

PLAINFIELD

OAK TREE

OF TOWNSHIP

BOROUGH

MENLO PARK

BORO OF

METUCHEN TWP.

PISCATAWAY

CLARA CAMP BARTON

KILMER

STELTON

FORDS

BONHAMTOWN

BORO OF

HIGHLAND PARK RARITAN ARSENAL

PISCATAWAYTOWN

WOODBRIDGE

R A

R

I

T

A N

FUTURE ROAD PROGRAM PLANNING EXHIBIT STREET RESURFACING LEGEND

2014-2018 PAVING PROGRAMS R (1) PAVING RECOMMENDED YEARS 1&2 R I V E

(2) PAVING RECOMMENDED IN YEARS 1-5

(3) PAVING RECOMMENDED IN YEARS 5-10

(4) PAVING RECOMMENDED IN YEARS 10-15

(5) PAVING RECOMMENDED IN YEARS 15-20