Township Council Meeting — Packet

DIVISION 600 – MISCELLANEOUS CONSTRUCTION SECTION 601 – PIPE 601.01 DESCRIPTION Pay items under this section within the roadway surface shall include the cost of preliminary pavement restoration of HOT MIX ASPHALT 19M64 BASE COURSE in accordance with section 401. 601.02 MATERIALS THE FOLLOWING MATERIAL IS ADDED: PVC Pipe……………………………………………………………………………….. ............................... 909.02.03 Fernco Couplings (Or Approved Equal) Fernco Eccentric Couplings (Or Approved Equal) Pop-it or Approved equal lifting hole plug High Density Polyethylene Pipe shall be dual walled, ADS N-12 or approved equal. Perforated High Density Polyethylene Pipe shall be dual walled, ADS N-12 or approved equal. THE FOLLOWING IS ADDED: Reinforced Concrete pipe shall be bell and spigot type with an offset joint. Straight Wall Slip Joint Pipe shall not be accepted. In addition to all materials listed in the section, material for the following items shall include: • Virgin DENSE-GRADED AGGREGATE for backfilling of pipe trenches shall be in accordance with section 302.02 • HOT MIX ASPHALT 19M64 BASE COURSE shall be in accordance with section 401.02. 601.03 CONSTRUCTION 601.03.01 Pipe B. Excavating. THE FIFTH PARAGRAPH IN PART B IS CHANGED TO: If the material at the bottom of the trench is rock or other hard material, remove at least 6 inches of the material for RCP or at least 12 inches of the material below the bottom of the pipe for corrugated metal, steel, aluminum alloy pipe, HDPE or polypropylene (PP) pipe. Backfill the undercut with Class C bedding. D. Installing Pipe THE FIRST PARAGRAPH IN PART D IS CHANGED TO: Before the installation of HDPE and polypropylene (PP) pipe and as directed by the RE, provide a technical representative from the pipe manufacturer on the work site for the first day of pipe installation to ensure proper installation procedures. THE LAST PARAGRAPH IN PART D IS CHANGED TO: When using heavy construction equipment (100 kips axle load) over, or within 10 feet of HDPE and polypropylene (PP) pipe or corrugated aluminum alloy pipe, place the manufacturer recommended temporary compacted cover over the top of the pipe. Ensure that the temporary cover is free from stones larger than 1 inch. E. Joining Pipe. THE

num alloy pipe, place the manufacturer recommended temporary compacted cover over the top of the pipe. Ensure that the temporary cover is free from stones larger than 1 inch. E. Joining Pipe. THE LAST PARAGRAPH IN PART E IS CHANGED TO: HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 51 of 76

Do not use split couplings to join field-cut HDPE and polypropylene (PP) pipe unless approved by the RE. Ensure that joints are bell and spigot type, or bell and spigot type with a gasket, according to ASTM F 477, to provide a silt- tight seal. Construct pipe connections according to the manufacturer’s recommendations for assembly of joint components, lubrications, and making of joints. Ensure that the pipe fittings are free of inclusions and visible defects. Cut the ends of the pipe squarely so as not to adversely affect joining. F Backfilling. THE FIRST PARAGRAPH IN PART F IS CHANGED TO: When using corrugated aluminum pipe, backfill from the bottom of the trench to 2 feet above the top of the pipe with Class C bedding. When using HDPE and polypropylene (PP) pipe, backfill from the bottom of the trench to 1 foot above the top of the pipe with Class C bedding. When using pipe other than corrugated aluminum, HDPE or polypropylene (PP) pipe, backfill from the bottom of the trench to 2 feet above the top of the pipe with suitable excavated material free from stones and rock larger than 2 inches in any dimension. For distances 2 feet above the top of the pipe, backfill using suitable excavated material. 601.03.03 End Section THE SECOND PARAGRAPH IS CHANGED TO: Use end sections of the same material as the adjoining pipe or pipe arch, except use concrete end sections for HDPE and polypropylene (PP) pipe. 601.03.04 Underdrain A. Excavating. THE FOURTH PARAGRAPH IN PART A IS CHANGED TO: If the material at the bottom of the trench is rock or other hard material, remove at least 6 inches of the material for RCP or at least 12 inches of the material below the bottom of the pipe for corrugated metal, steel, aluminum alloy pipe, HDPE or polypropylene (PP). Backfill the undercut with Class C bedding. 601.03.06 Video Inspection of Pipe THE SECOND PARAGRAPH IS CHANGED TO: Perform the video inspection in dry pipe conditions to ensure viewing of the entire pipe circumference. Ensure that a visual numerical registration of the distance the video camera is traveling from the starting point to the ending point within the pipe drainage structure is recorded on the digital footage at all times. Also, ensure that the name of the pipe run and the name of the structure is recorded on the digital footage at all

t within the pipe drainage structure is recorded on the digital footage at all times. Also, ensure that the name of the pipe run and the name of the structure is recorded on the digital footage at all times. Stop the video camera at all joints, lateral connections, breaks, and irregularities to ensure full view at these locations. Ensure that the video provides clear, sharply focused pictures. The Department will not accept blurred or out of focus footage. Submit color digital footage of the inspection to the RE to become the property of the Department. Number the files sequentially and provide a corresponding index for all videos, listing the location, date, size and type of pipe, cross or longitudinal drains, berm, slope, and similar identifying information. THE FOLLOWING SUBSECTION IS ADDED: 601.03.09 Non-Standard Items CURB DRAIN CONNECTION, INCLUDING CLEANOUT The pay item for CURB DRAIN CONNECTION, INCLUDING CLEANOUT shall be constructed in accordance with all appliable construction methods of this section. Additionally, the pay item shall include all labor necessary to tie in existing curb inlet drains to existing or proposed storm drains in accordance with the plans or as directed in the field. HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 52 of 76

UNDERDRAIN, 6" PERFORATED HIGH DENSITY POLYETHYLENE PIPE: The pay item for UNDERDRAIN, 6" PERFORATED HIGH DENSITY POLYETHYLENE PIPE shall be constructed in accordance with all appliable construction methods of this section. Additionally, the pay item shall include all labor necessary to construct in accordance with the plans or as directed in the field. Preliminary pavement restoration above pipe trenches in the roadway shall be constructed in accordance with section 401.03. 15” REINFORCED CONCRETE PIPE, CLASS V: The pay item for 15” REINFORCED CONCRETE PIPE, CLASS V shall be constructed in accordance with all appliable construction methods of this section. Additionally, the pay item shall include all labor necessary to construct in accordance with the plans or as directed in the field. Preliminary pavement restoration above pipe trenches in the roadway shall be constructed in accordance with section 401.03. 601.04 MEASUREMENT AND PAYMENT REVISE THE SECOND PARAGRAPH TO: When the RE directs undercutting of unstable material in a pipe trench, the Department will make payment for the additional excavation. The Department will also make payment, for the additional bedding if there is not an excess of excavation available. THE FOLLOWING PAY ITEMS ARE ADDED: Pay Item Pay Unit UNDERDRAIN, 6” PERFORATED HIGH DENSITY POLYTHYLENE PIPE LINEAR FEET 6” POLYVINYL CHLORIDE PIPE LINEAR FEET CURB DRAIN CONNECTION, INCLUDING CLEANOUT UNIT 15” REINFORCED CONCRETE PIPE, CLASS V LINEAR FEET THE FOLLOWING IS ADDED: All pay items under this section within the roadway surface shall include the cost of preliminary pavement restoration of HOT MIX ASPHALT 19M64 BASE COURSE in accordance with section 401. The unit bid price for CURB DRAIN CONNECTION, INCLUDING CLEANOUT shall include, but not be limited to schedule 40 PVC pipe, fittings, adapters, connecting to the existing or proposed pipe, coarse aggregate No. 57, excavation unclassified, virgin dense graded aggregate, preliminary pavement restoration, and all equipment, labor and

, adapters, connecting to the existing or proposed pipe, coarse aggregate No. 57, excavation unclassified, virgin dense graded aggregate, preliminary pavement restoration, and all equipment, labor and materials necessary to construct in accordance with plans. The unit bid price for UNDERDRAIN, 6" PERFORATED HIGH DENSITY POLYETHYLENE PIPE, shall include, but not be limited to Perforated High Density Polyethylene Pipe dual walled ADS N-12 or approved equal, HDPE fittings, filter sleeve/sock, filter fabric, coarse aggregate No. 57, virgin dense graded aggregate, preliminary pavement restoration, and all equipment, labor and materials necessary to construct in accordance with plans. The unit bid price for 15” REINFORCED CONCRETE PIPE, CLASS V, shall include, but not be limited to Reinforced Concrete Pipe, Class V or approved equal, fittings, coarse aggregate No. 57, virgin dense graded aggregate, preliminary pavement restoration, and all equipment, labor and materials necessary to construct in accordance with plans. SECTION 602 – DRAINAGE STRUCTURES 602.01 DESCRIPTION THE FOLLOWING IS ADDED: • This section shall also include all the requirements of section 652 for the purposes of Setting Castings on Sanitary Manholes, Resetting Sanitary Manhole Castings & Reconstructing Sanitary Manholes HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 53 of 76

602.02 MATERIALS THE FOLLOWING IS ADDED: In addition to all materials listed in the section, material for the following items shall include: • Refer to NJDOT Standard Specifications for materials for Setting Castings on Sanitary Manholes, Resetting Sanitary Manhole Castings & Reconstructing Sanitary Manholes. • Where indicated Heavy Duty ADA Compliant Grates as manufactured by Campbell Foundry or approved equal. • INLET, TYPE D AND RECONSTRUCTED INLET, TYPE D, USING NEW CASTING shall be: o Pattern Number 2617, curb pieces shall be Type 'N', as manufactured by Campbell Foundry Company of Harrison, New Jersey, or approved equal. All new castings shall include frame, bicycle safe grate, Type ‘N” Eco Curb piece and hardware. The Contractor is ultimately responsible to verify the dimensions of all castings prior to ordering. 602.03.03 Set Casting, Reset Casting, and Reconstructed Inlet and Manhole THE FIRST PARAGRAPH IS CHANGED TO: When modifying less than 1 foot of an inlet or manhole, set a new casting, or reset the existing casting. When modifying 1 foot or more of an inlet or manhole, reconstruct the inlet or manhole. THE FOLLOWING IS ADDED AFTER THE FIRST PARAGRAPH: As described herein and in pay items, ‘SET’ indicates that the Contractor is to provide new castings for Manholes and Inlets, including frames, grates, covers, curb piece, back plates, as shown on details for the pay item casting. THE FOLLOWING IS ADDED: Construction shall also be in accordance with NJDOT Standard Specifications. THE FOLLOWING IS ADDED: Set and rest castings to the proper elevation based on the final surface course. Before the work area is opened to traffic, provide smooth transitions from the pavement surface to the top of grate or cover. THE FOLLOWING SUBSECTION IS ADDED: 602.03.06, Manhole Covers and Bicycle Safe Grates THE FOLLOWING IS ADDED AFTER THE FIRST PARAGRAPH: Manhole covers within the pedestrian route are to be of a pattern that is slip resistant and no protrusions greater than ¼” high, see the plan details. Covers sizes are to be selected to fit into the existing manhole frame. THE FOLLOWING SUBPART(S) ARE ADDED: 602.03.07 Curb Pieces THE FOLLOWING IS ADDED: Curb Pieces to include storm drain labeling. THE FOLLOWING SUBPART(S) ARE ADDED: 602.03.09

xisting manhole frame. THE FOLLOWING SUBPART(S) ARE ADDED: 602.03.07 Curb Pieces THE FOLLOWING IS ADDED: Curb Pieces to include storm drain labeling. THE FOLLOWING SUBPART(S) ARE ADDED: 602.03.09 Inlet, Type A (If & Where Directed), Inlet, Type B (If & Where Directed) Inlet, Type D, Inlet Converted to Manhole, Reconstructed Manhole, Using New Casting, Parging Manhole (Full Depth of HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 54 of 76

Walls) (If & Where Directed), Reset Existing Casting (If & Where Directed), Reconstructed Inlet, Type A, Using Existing Casting (If & Where Directed), Reconstructed Inlet, Type B, Using Existing Casting (If & Where Directed), Reconstructed Inlet, Type D, Using Existing Casting, Reconstructed Inlet, Type A, Using New Casting, Reconstructed Inlet, Type B, Using New Casting, Reconstructed Inlet, Type D, Using New Casting, Bicycle Safe Grate, Curb Piece, and Cleaning Drainage Structure. PARGING MANHOLE (FULL DEPTH OF WALLS) (IF AND WHERE DIRECTED) The pay item for PARGING MANHOLE (FULL DEPTH OF WALLS) (IF AND WHERE DIRECTED) shall be constructed in accordance with all applicable construction methods of this section. Additionally, the pay item shall include all labor necessary to parge existing or proposed storm manholes and sanitary manholes as directed in the field. Construction shall be in accordance with 602.03.03, 602.03.04, 652.03 and as detailed on the plans. 602.04 MEASUREMENT AND PAYMENT THE FOLLOWING PAY ITEMS ARE ADDED: Pay Item Pay Unit INLET, TYPE A (IF & WHERE DIRECTED) UNIT INLET, TYPE B (IF & WHERE DIRECTED) UNIT INLET, TYPE D UNIT INLET CONVERTED TO MANHOLE UNIT RECONSTRUCTED MANHOLE, USING NEW CASTING UNIT PARGING MANHOLE (FULL DEPTH OF WALLS) (IF AND WHERE DIRECTED) UNIT RESET EXISTING CASTING (IF AND WHERE DIRECTED) UNIT RECONSTRUCTED INLET, TYPE A, USING EXISTING CASTING (IF & WHERE DIRECTED) UNIT RECONSTRUCTED INLET, TYPE B, USING EXISITNG CASTING (IF & WHERE DIRECTED) UNIT RECONSTRUCTED INLET, TYPE D, USING EXISTING CASTING UNIT RECONSTRUCTED INLET, TYPE A, USING NEW CASTING UNIT RECONSTRUCTED INLET, TYPE B, USING NEW

UNIT RECONSTRUCTED INLET, TYPE A, USING NEW CASTING UNIT RECONSTRUCTED INLET, TYPE B, USING NEW CASTING UNIT RECONSTRUCTED INLET, TYPE D, USING NEW CASTING UNIT BICYCLE SAFE GRATE UNIT CURB PIECE UNIT CLEANING DRAINAGE STRUCTURE UNIT THE FOLLOWING IS ADDED: All pay items under this section within the roadway surface shall include the cost of preliminary pavement restoration of HOT MIX ASPHALT 19M64 BASE COURSE in accordance with section 401. Payment for Setting Castings on Sanitary Manholes, Resetting Sanitary Manhole Castings & Reconstructing Sanitary Manholes shall be made under the respective bid items in this section. All applicable unit bid price in this section shall include Excavation, Unclassified, pavement removal and disposal of all materials in order to construct in accordance with the plans and specifications. Separate payment will not be made for coarse aggregate bedding under precast bases for inlets and manholes. All inlets to be constructed and reconstructed will be with new casting and curb piece, and new bicycle safe grate. The curb piece will be “ECO” type with height as indicated on the plan. Payment for curb piece, bicycle safe grate and all else necessary will be included in the price bid for constructing the inlets. All manholes to be constructed will be with new manhole casting and cover and in accordance with the details. Payment for manhole casting and cover and all else necessary will be included in the price bid for constructing the manholes. All manholes, inlets and handholes to be reset will be paid under their respected pay items. If required, new manhole casting, new manhole cover, new inlet casting, new inlet curb piece, new bicycle safe grate, and new handhole cover shall be installed as specified on the plan. Payment for new manhole casting, new manhole cover, new inlet casting, new inlet curb piece, new bicycle safe grate, and new handhole cover will be paid