Township Council Meeting — Packet

No separate payment shall be made for HMA LONGITUDINAL JOINT REPAIR. No separate payment shall be made for WATER AND GAS VALVE BOX RESETS. 401.04 MEASUREMENT AND PAYMENT THIS SUBSECTION IS CHANGED TO: The Township will measure and make payment for Items as follows: Item Pay Unit HMA MILLING, 3” OR LESS SQUARE YARD HOT MIX ASPHALT 9.5M64 SURFACE COURSE, 2” THICK TON HOT MIX ASPHALT 19M64 BASE COURSE, 4” THICK (IF AND WHERE DIRECTED) TON The Contractor is required to prepare the existing pavement and seal all cracks and joints per the current section for hot mix asphalt of the NJDOT specifications prior to resurfacing. This work shall include, but not limited to, all labor, materials and equipment necessary to clean cracks prior to the installation of surface course and apply a sealant as outlined in the NJDOT specification. Prior to commencement, the contractor shall obtain approval from the professional engineer as to the intended methods and materials that will be used for this project. This item shall not be measured for payment and included in the unit price bids for the hot mix asphalt surface course item. 30

DIVISION 600 — MISCELLANEOUS CONSTRUCTION SECTION 601 — PIPE 601.03.08 Cleaning Existing Pipe THE FOLLOWING IS ADDED: The Contractor will also be required to provide the Engineer a video inspection of the existing storm network within the project limits. The Contractor shall provide a written report that outlines the size, type, and length of pipe videoed as well as any issues encountered during the video process. The Contractor shall also provide the Engineer a DVD containing all videos obtained during the project. 601.04 MEASUREMENT AND PAYMENT Item Pay Unit 15” REINFORCED CONCRETE PIPE, CLASS V (IF AND WHERE DIRECTED) LINEAR FOOT PIPE CLEANING & VIDEO (IF & WHERE DIRECTED) DAY PVC, SDR-35 LEADER DRAIN EXTENSION OR . UNIT RECONSTRUCTION (IF AND WHERE DIRECTED) 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 602.02 MATERIALS THE FOLLOWING IS ADDED: In addition to all materials listed in the section, material for the following items shall include: * All materials listed in section 652.02 are included in the section where resetting 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. 602.03.03 Setting Castings, Resetting Castings, and Reconstructing Inlets and Manholes 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 subsections 652.03.06 & 652.03.07. THE FOLLOWING IS ADDED: 31

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. 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 %" high, see the plan details. Covers sizes are to be selected to fit into the existing manhole frame. THE FOLLOWING SUBPART(S) ARE ADDED: 602.03.09 Reconstructed Manhole, Including New Casting, Frame and Cover, Reconstructed Inlet, Type A, Including New Casting, Frame and Grate, Reconstructed Inlet, Type B, Including New Casting, Frame, Grate and Curb Piece, Reconstructed Inlet, Type D, Including New Casting, Frame, Grate and Curb Piece Reconstructed Inlet, Type E, Including New Casting, Frame and Grate, Manhole Cover, ADA Compliant and Cleaning Drainage Structure. 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 ITEM IS ADDED: Pay Item Pay Unit RESET EXISTING CASTING UNIT INLET TYPE ‘B’ (IF & WHERE DIRECTED) UNIT INLET TYPE 'D' (IF & WHERE DIRECTED) UNIT RECONSTRUCT MANHOLE, INCLUDING NEW CASTING, FRAME AND COVER UNIT RECONSTRUCT INLET, TYPE “A’, USING NEW CASTING UNIT RECONSTRUCT INLET, TYPE “B", USING NEW CASTING UNIT BICYCLE SAFE GRATE (IF & WHERE DIRECTED) UNIT CURB PIECE (IF & WHERE DIRECTED) UNIT CLEANING DRAINAGE STRUCTURE (IF AND WHERE DIRECTED) 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, 6” Thick 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. Inlet Castings, Types ‘B’ and ‘D' shall include the eco curb piece as well as the bicycle safe grate. SECTION 606 — SIDEWALKS, DRIVEWAYS, AND ISLANDS 606.01 DESCRIPTION THE

lans and specifications. Inlet Castings, Types ‘B’ and ‘D' shall include the eco curb piece as well as the bicycle safe grate. 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. 32

Pay items under this section shall include TOPSOILING 4” THICK, FERTILIZING & SEEDING, TYPE Alll 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 asbuilt 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 EXISTING 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. © 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. DGABC in accordance with section 901.10. Stone Dust (No. I-10 Aggregate) in accordance with section 901.11 Sand (Designation I-8) in accordance with section 901.11 © 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,

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. 000 606.03.01 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. 606.03.02 Concrete Sidewalks, Driveways, and Islands THE FOLLOWING IS ADDED: 33

Existing driveways to be sawcut at the limit of construction as shown on the plans or as directed by the Engineer. Sawcutting shall conform to Section 202. Existing driveways to be sawcut at the limit of construction as shown on the plans or as directed by the Engineer. Sawcutting shall conform to Section 202. Handicap ramps shall consist of construction of handicap ramps at existing radii as directed by the Engineer. The handicap ramps shall consist of removal of existing concrete sidewalk and curb/curb and gutter and construction of 6” X 9" X 18” concrete curb, monolithic curb and gutter, concrete sidewalk 4” thick, Public Ramp Delineation, (24” x 48" ADATILE ADA SOLUTIONS (OR APPROVED EQUAL) and whatever materials or resets are necessary to complete each individual ramp. The radii that will require complete handicap ramps will be those with existing curb and sidewalk or those with existing sidewalk but no curb. Those radii with curb only will be replaced with curb only and paid for under the item for 6” X 9” X 18" concrete vertical curb. Public Ramp Delineation on newly constructed and on existing handicap ramps shall be (24” x 48” ADATILE ADA SOLUTIONS (OR APPROVED EQUAL) installed as per manufacturer's requirements. Permission will not be granted for monolithic pours. All concrete curb of various types must be poured separately from Concrete Sidewalk, 4” thick. THE FOLLOWING SUBPART(S) ARE ADDED: 606.03.04 Topsoil, Fertilizing, Seeding & Straw Mulching Construction for TOPSOILING, 4" THICK, FERTILIZING AND SEEDING, TYPE A-3 and STRAW MULCHING and shall be in accordance with subsections 804.03, 806.03 & 809.03. 606.03.05 Reset Existing Pavers and Setting New Pavers Excavation shall be in accordance with Section 202. DGABC to be placed and compacted in accordance with Section 401. Modular pavers in driveways to be placed on a concrete base course with a sand leveling bed. A% to 1” setting bed consisting of stone dust should be applied over the concrete subbase conforming to ASTM C 33. When calculating bed levels, it is important to consider that the bricks will be compacted approximately 1/8” - 14" into the setting bed with a plate vibrator during final steps of installation. Level setting bed with a straight edge to desired heights. Level, but do not compact. Only spread sufficient area that can be covered with Pavers the same day. Do not step

final steps of installation. Level setting bed with a straight edge to desired heights. Level, but do not compact. Only spread sufficient area that can be covered with Pavers the same day. Do not step in or disturb the setting bed in any manner. Place the paving bricks into position by hand, keeping joints as tight as possible. As soon as a sufficient area of bricks has been laid, the bricks are compacted into the setting bed with a high frequency, low amplitude plate vibrator. Units are pressed into setting bed and compacted. Joints are then filled with sand and brick pavers are vibrated until all joints are completely filled. Excess sand is removed. The only cutting of the bricks needed is at the boundaries. Cutting should be carried out with a diamond masonry saw. The pavement can be used by normal traffic as soon as it is completed. The sand to be used as joint fill should be stabilized with an organic additive “SANDLOCK’ as provided by PAVE TECH INC. or approved equal. Materials and mixing procedures as indicated in the manufacturer's specifications. The cost for this work shall be covered under the unit price bid for Concrete Modular Paver. As directed, Aluminum paver restraints shall be utilized along planters and green areas. Materials and installation procedures as indicated in the manufacturer's specifications. The cost for this work shall be covered under the unit price bid for paver item. On resetting work, the Contractor shall carefully remove the existing pavers, clean, and store pavers for resetting once base course work is complete. 34

Construction Tolerances for ADA Compatibility: In locations where pavers are set with the pedestrian area construction tolerances are to be met. The following are the tolerances published by the Interlocking Concrete Pavement Institute as a result of the project identified below: ard.gov/research/b 35

Interlocking Concrete Pavement Institute Construction Tolerances for Segmental Concrete Pavements Setting Bed Materials Joint Widths Construction Tolerances land paving slabs [Sand setting bedsJoint width between adjacent for concrete paversunits (See Figure I) 1/16 in. to 3/16 in. [Attribute Segmental Concrete Paving) Products & Characteristics Construction Placement &| ‘Surface Tolerances Joint or bond lines ‘All segmental concrete paving} products: Horizontal deviation Maximum 41/2 in. horizontal] deviation from either side of al 50-ft. string line pulled over aj joint or bond line Laying Pattern Concrete Pavers: {90 degree herringbone \Surface smoothness| |All segmental concrete paving} products: Variation in height between adjacent units (lippage) Maximum 1/8 in. ‘Surface flatness |All segmental concrete paving| products: Surface tolerance 43/8 in. over 10 ft, Inoncumulative —— > Joint width Concrete paving unit unit | Concrete paving Figure 1. Conerete paving unit cross section defining joint width 606,04 MEASUREMENT AND PAYMENT THE FOLLOWING PAY ITEMS ARE ADDED: Pay Item CONCRETE SIDEWALK, 4” THICK CONCRETE SIDEWALK, REINFORCED, 6° THICK HOT MIX ASPHALT DRIVEWAY, 2” THICK DETECTABLE WARNING SURFACE THE FOLLOWING IS ADDED: New or resetting of Concrete/Clay Modular Pavers will be measured by the square yard. Square Yard cost to include labor in removing, storing and cleaning existing block, excavation, DGABC base course, plus 36 Pay Unit SQUARE YARD SQUARE YARD SQUARE YARD SQUARE YARD