Township Council Meeting — Packet

is aligned, spaced, and sized according to 2004 Edition of Standard Highway Signs and Markings Book, its 2012 Supplement, and the working drawings. Apply the legend and borders using the following methods: 911.01.04 Acceptance Inspection THE FIRST PARAGRAPH IS CHANGED TO: Notify the ME at least 3 days before shipping to the Project so that arrangements for inspection can be made. The ME will reject signs not fabricated according to the 2004 Edition of Standard Highway Signs and Markings Book, its 2012 Supplement, and the Plans. The ME will ensure that finished signs are clear and legible without smudging, blisters, delamination, loose edges, or other blemishes. The ME will also ensure that the colors have a consistent chromaticity across all signs of the same color. 911.02 SIGN SUPPORTS 911.02.01 Steel “U” Post Sign Supports THE SUBPART IS RENAMED TO: 911.02.01 Steel “U”and Square Tube Post Sign Supports THE FOLLOWING IS ADDED AT THE END: Use steel “U” post sign supports conforming to ASTM A 499, Grade 50 or 60, with the length of post and minimum pounds per foot as shown on the Plans. Provide 18-8 stainless steel 5/16 × 18 UNC hexagonal headed bolts and nuts conforming to ASTM A 320, Grade B8, Class 1, for securing the signs to the steel “U” post. Provide sign mounting bolts that are sized to extend beyond the end of each nut by no more than 3/4 inches when fully tightened. Submit a certification of compliance, as specified in 106.07, for “U” posts. Use square steel tube post sign supports conforming to ASTM A 1011, Grade 50, with the length of post and minimum pounds per foot as shown on the Plans. Provide 18-8 stainless steel 5/16 × 18 UNC hexagonal headed bolts and nuts conforming to ASTM A 320, Grade B8, Class 1, for securing the signs to the square steel tube post. Provide sign mounting bolts that are sized to extend beyond the end of each nut by no more than 3/4 inches when fully tightened. Submit a certification of compliance, as specified in 106.07, for square steel tube posts. SECTION 912 – PAINTS, COATINGS, TRAFFIC STRIPES, AND TRAFFIC MARKINGS 912.01.04 Concrete Stain THE SUBSECTION IS CHANGED TO: Provide a penetrating stain that is a single component, water-based acrylic coating, alkali resistant, and water repellant. Primer is required for application on smooth concrete. Provide a primer that is a penetrating, water based, water

single component, water-based acrylic coating, alkali resistant, and water repellant. Primer is required for application on smooth concrete. Provide a primer that is a penetrating, water based, water repellent concrete sealer. Ensure that the stain conforms to the requirements in Table 912.01.04-1. Table 912.01.04-1 Requirements for Concrete Stain Property Value ASTM Test Method Dry – to – Touch Time Max. 1 hour D 1640 Dry – to – Recoat Time Max. 4 hour D 1640 Weight per Gallon 11.0 + 0.5 lbs. D 1475 Weight Solids 52 + 2% D 2369 Adhesion, Tape Test Min. 4A D 3359 Gloss Flat D 523 Weathering <3.0 dE @ 3,000 hrs. G 154 / D 4587 VOC <100 g/L D 2369 HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 72 of 76

912.04.02 Removable Pavement Marking Tape A. Temporary Pavement Tape. THE FOURTH PARAGRAPH IN PART A IS CHANGED TO: Provide a certification of compliance, as specified in 106.07, for temporary pavement tape. B. Removable Black Line Masking Tape. THE THIRD PARAGRAPH IN PART B IS CHANGED TO: Provide a certification of compliance, as specified in 106.07, for removable black masking tape. SECTION 917 – LANDSCAPING MATERIALS 917.07 SOD 917.08 PLANT MATERIALS H. Inspection. Notify the RE at least 48 hours in advance of delivery to the Project Limits for installation. HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 73 of 76

DIVISION 1000 – EQUIPMENT SECTION 1001 – TRAFFIC CONTROL EQUIPMENT 1001.01 FLASHING ARROW BOARD SUBSECTION HEADING AND THE ENTIRE TEXT ARE CHANGED TO: 1001.01 ARROW BOARD Provide either Type A or Type C or both types of arrow boards. Ensure the arrow board elements conform to the MUTCD and the following requirements: 1. Non-reflective, black boards equipped with battery-operated amber lights. 2. A minimum peak luminous intensity of 8,800 candelas and equipped with photocells that will automatically reduce the luminous intensity to 1,500 candelas when the ambient light level drops to 5 foot-candles. 3. A light on the rear face of the board to indicate that the lights are operating. 4. Solid state controls with polarity and surge protection. 5. Panel operation controls mounted in a lockable enclosure. Ensure the arrow boards are equipped with a diesel charged battery system. Do not use gasoline powered systems. With RE approval, the Contractor may use the arrow boards equipped with solar charged battery systems in non-moving operations. The Department may require a solar charged battery system in noise sensitive areas. Securely mount arrow boards on a manufacturer-approved 2 wheeled towing trailer. 1001.03 TRAFFIC CONTROL TRUCK WITH MOUNTED CRASH CUSHIONS THE ENTIRE SUBSECTION IS CHANGED TO: Provide a truck affixed with a bed-mounted type C arrow board, as specified in 1001.01, and a rear mounted crash cushion. Ensure the weight of the truck with the type C arrow board and the rear mounted crash cushion is minimum total weight of 10 tons. The Contractor may use ballast to meet the weight requirement. When using ballast, ensure that it is securely fastened to the truck. Provide crash cushions that conforms to the following requirements: 1. Meets crash-worthiness requirements as specified in 159.03.02. 2. Designed to be attached to the rear of a truck. 3. Equipped with a 90 degree hydraulic tilt system to raise and lower the crash cushion. The tilt system shall have a locking mechanism to secure the crash cushion when in the raised position. 4. If equipped with energy absorbing modules, ensure that they are painted yellow. 5. Displays alternating 6 inch wide black and yellow bands, composed of Type III-retroreflective sheeting, as

ipped with energy absorbing modules, ensure that they are painted yellow. 5. Displays alternating 6 inch wide black and yellow bands, composed of Type III-retroreflective sheeting, as specified in ASTM D 4956, in an inverted “V” chevron pattern on the surface of the rear module that faces traffic. When in the raised position, ensure that the surface of the rear facing module also displays the chevron pattern. 6. Equipped with standard trailer lighting systems, including brake lights, taillights, and turn signals that are visible in the raised and lowered positions. THE FOLLOWING SUBSECTION IS ADDED: SECTION 1003 – HMA SITE EQUIPMENT 1003.01 MATERIALS TRANSFER VEHICLE (MTV) THE FOLLOWING IS ADDED AFTER THE LAST PARAGRAPH: HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 74 of 76

Ensure the MTVs Gross Weight and maximum speed limit do not exceed the load restrictions as shown in 105.09 Special Provisions. SECTION 1008 – MISCELLANEOUS EQUIPMENT THE FOLLOWING SUBSECTION IS ADDED: 1008.07 CONCRETE VERTICAL CURB SAW Provide a power-driven vertical curb saw with horizontally-oriented blade capable of sawing to the required dimensions without causing uncontrolled cracking. Equip the vertical curb saw with water-cooled, circular, diamond-edge blades or abrasive wheels, and alignment guides. Ensure that the vertical curb saw is capable of immediately collecting the slurry produced from the operations. The Contractor may use a vertical curb saw that does not collect slurry if the RE approves an alternate slurry collection method. When sawcutting grooves, use a multi-bladed saw with an adequate number of blades and alignment wheels. Provide within the Project Limits spare saw blades and at least one standby saw that meets the above requirements. SECTION 1009 – HMA PLANT EQUIPMENT 1009.01 HMA PLANT A. Requirements for HMA Mixing Plants. 4. Equipment for Preparation of Asphalt Binder. THE 4TH PARAGRAPH IN PART 4 IS CHANGED TO: Provide valves according to ASTMD 140, except ensure that a sampling valve is also located in the lowest third of each storage tank. If any additive is added at the HMA plant, provide a sampling valve according to AASHTO M 156, Section 4.3.4. 8. Safety. THE THIRD PARAGRAPH IS CHANGED TO: When plant production occurs during night operations, provide permanently fixed lighting throughout the plant operations, plant laboratory, and truck scale areas to ensure a clear view of the operations. Also provide permanently mounted lighting at the sampling platforms to sufficiently illuminate the bed of the truck for inspection and sampling operations. 1009.03 ASPHALT-RUBBER BINDER BLENDING EQUIPMENT THE 5TH PARAGRAPH IS CHANGED TO: Provide valves according to ASTMD 140, except ensure that a sampling valve is also located in the lowest third of each storage tank. HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 75 of 76

NJDOT TEST METHODS NJDOT R-1 – DETERMINING RIDE QUALITY OF PAVEMENT SURFACES B. Apparatus. PART B IS CHANGED TO: Use the following apparatus: 1. Class 1 IPS that meets the requirements of ASTM E 950, Sections 4.0, 5.0 and 6.0 of AASHTO M 328, and the following: a. Valid certification. b Recertification after any major component repairs or replacements. c. The data system provides the raw profile data in format readable in ProVal. d. Current version of pavement profile analysis software installed on the IPS computer to compute the IRI. 2. Base plate and gauge blocks, of 1 inch and 2 inch thickness, provided by the manufacturer to verify daily vertical calibration. 3. Retro-reflective traffic marking tape or other approved mechanism to automatically trigger the start and stop of profile measurements. C. Procedure. PART C IS CHANGED TO: Perform the following steps: 1. Turn on the inertial profiler and warm up all electronic equipment in accordance with the manufacturer recommendations before testing. 2. Perform Block and Bounce tests each day before collecting data. Record the results in the calibration log. Ensure tolerances are within the certified limits. 3. Ensure retro-reflective traffic marking tape or other approved mechanism is placed at the beginning and end of each direction of travel lane. 4. Enter project information in the test equipment system. 5. Make provisions to start and stop recording profile at the beginning and end of testing. If an automatic trigger mechanism is not installed, make provision to initiate start and end of data recording manually by pressing an appropriate key(s) on the computer. 6. Ensure that the required speed, as recommended by the manufacturer, is achieved and that the system is collecting profile data before recording profile. 7. For each test section, perform 3 test runs to collect data of both wheel paths of each lane in the longitudinal direction of travel. The wheel path is defined as being located approximately 3 feet on each side of the centerline of the lane and extending for the full length of the lane. Lanes are defined by striping. 8. Save data from each run

being located approximately 3 feet on each side of the centerline of the lane and extending for the full length of the lane. Lanes are defined by striping. 8. Save data from each run separately before the next run or lane testing, clearly identifying each test run, lane identification, and run number. HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 76 of 76

January 2022 April 2019 STATE FUNDED PROJECT ATTACHMENT 1 SMALL BUSINESS ENTERPRISE UTILIZATION ON WHOLLY STATE FUNDED PROJECTS A. Utilization of Small Business Enterprises Businesses as Subcontractors, Transaction Expeditors, Regular Dealers, Manufacturers and Truckers. The Department advises the Contractor and subcontractor that failure to carry out the requirements set forth in this attachment constitutes a material breach of Contract and, after notification to the applicable State agency, may result in termination of the agreement or Contract by the Department or such remedy as the Department deems appropriate. Requirements set forth in this section shall also be physically included in all subcontract agreements in accordance with State of New Jersey requirements. B. Policy. It is the policy of the Department that small businesses, as defined in N.J.A.C. 17:13-1.2 et seq. comprising a Small Business Enterprise (SBE) shall have the maximum opportunity to participate in the performance of contracts financed wholly with State funds. In this regard, the Department and all Contractors shall take all necessary and reasonable steps to ensure that registered Small Business Enterprises are utilized on, compete for, and perform on NJDOT construction contracts. C. Definitions 1. Small Business Enterprise. A business which has its principal place of business in the State of New Jersey; is independently owned and operated; has no more than 100 full-time employees; has gross revenues that do not exceed the applicable Federal revenue standards referenced at N.J.A.C. 17:13-2.1 and satisfies any additional eligibility standards under this chapter. Small businesses with no more than 100 full-time employees will be registered in one of the following three categories: a. Small business with gross revenues that do not exceed $3 million. b. Small businesses with gross revenues that do not exceed 50 percent of the applicable annual revenue standards set forth in federal regulation at 13 CFR 121.201, incorporated herein by reference, and as may be adjusted

ceed 50 percent of the applicable annual revenue standards set forth in federal regulation at 13 CFR 121.201, incorporated herein by reference, and as may be adjusted periodically. c. Small business with gross revenues that do not exceed the applicable annual revenue standards set forth in federal regulation at 13 CFR 121.201, incorporated herein by reference, as may be adjusted periodically. The business must be independently owned and operated, with management being responsible for both its daily and long-term operation, as well as owning at least 51 percent interest in the business. Businesses must be incorporated or registered with the Division of Revenue & Enterprise Services to do business in the State and have its principal place of business in New Jersey, defined when: a. 51 percent or more of its employees work in New Jersey supported by paid New Jersey unemployment taxes or; b. 51 percent or more of its business operations/activities occur in New Jersey supported by income and/or business tax returns. c. The business must be a sole proprietorship, partnership, limited liability company or corporation with 100 or fewer employees in full-time positions, not including: 1. Seasonal and part-time employees employed for less than 90 days, if seasonal and casual part-time employment are common to that industry and 2. Consultants employed under contracts for which the business wants to be eligible as a small business. 2. Commercially Useful Function (CUF). A SBE performs a commercially useful function when it is responsible for execution of a distinct element of the work of a contract and carrying out its responsibility by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the SBE must also be responsible, with respect to materials and supplies used on the contract, for preparing the estimate, negotiating price, determining quality and State Funded Project Attachment 1 – Small Business Enterprise Utilization Page 1 of