181-26 Exhibit A- Final Specifications_compressed.pdf

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

er 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 based on the unit bid prices as listed in the bid form. HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 55 of 76

SECTION 606 SIDEWALKS, DRIVEWAYS, AND ISLANDS 606.01 DESCRIPTION THE FOLLOWING IS ADDED: This section shall also include the requirements for the installation or resetting of Modular Paver Units. The work includes bedding preparation, paver installation, edge restraint, and joint fill. Pay items under this section shall include TOPSOILING 4” THICK, FERTILIZING & SEEDING, TYPE AIII AND STRAW MULCHING restoration of adjacent grassed areas disturbed by construction in accordance with section 804, 806 & 809. THE FOLLOWING IS ADDED/AMENDED TO THIS SECTION FOR ADA SOLUTIONS, INC. ADATILE CAST IN PLACE TRUNCATED DOME DETECTABLE WARNING SYSTEM (OR APROVED EQUAL): This Section describes the requirements for constructing concrete sidewalks, driveways, and islands and ADA Solutions, Inc. ADATILE (or approved equal) detectable warning surface. This section also describes the requirements for surveying and providing lines, grades, elevations and reference marks necessary to construct elements of construction and to provide an as-built survey to verify compliance with the construction plans and Proposed Accessibility Guidelines for Pedestrian Facilities in the Public ROW - July 26, 2011 - aka ADA guidelines. 606.02 MATERIALS 606.02.01 Materials THE FOLLOWING IS ADDED: In addition to all materials listed in the section, material for the following items shall include: • RESET PAVERS: o Edge restraints for concrete pavers to be are to be aluminum and have dimensions 3/16” x 2- 1/4” x 8’-0” stabilized with alumni stakes or as proposed system of equal or similar size and equal material to be approved. Materials and installation procedures as indicated in the manufacturer’s specifications. The cost for this work shall be covered under the unit price. o The sand to be used as joint fill shall be structural sand blended with non-toxic, psyllium based stabilized sand product. Materials and mixing procedures shall be as indicated in the manufacturer’s specifications. The cost for this work shall be included in the unit price. o DGABC in accordance with section 901.10. o Stone Dust (No. I-10 Aggregate) in accordance with section 901.11 o Sand (Designation I-8) in accordance with section 901.11 o Soil Separator Fabric in

on 901.10. o Stone Dust (No. I-10 Aggregate) in accordance with section 901.11 o Sand (Designation I-8) in accordance with section 901.11 o Soil Separator Fabric in accordance with 919.01 • DETECTABLE WARNING SURFACE: o When radial or radius Detectable Warning Surface are indicated on the plans or directed in the field the contractor shall provide radius Cast-in-Place Detectable Warning Surfaces as manufactured by ADA Solutions, Inc. part No. 248RADREP_ or approved equal. • TOPSOIL, FERTILIZING, SEEDING & STRAW MULCHING o Material shall consist of TOPSOILING, 4" THICK, FERTILIZING AND SEEDING, TYPE A-3 and STRAW MULCHING and shall be in accordance with subsections 804.02, 806.02 & 809.02. 606.03.01 HMA Sidewalks, Driveways, and Islands THE FOLLOWING IS ADDED: Existing driveway shall be sawcut straight (not jackhammered) at the limits of construction shown or directed by the RE. HELEN AVE., LAWRENCE AVE., FLORENCE PL., AND LOWELL AVE., IMPROVEMENTS PROJECT Page 56 of 76