Construction Sequence. The Engineer shall consider the requirements for construction staging and traffic control throughout the development of schematic design to ensure that the proposed design can be constructed. The Engineer shall provide construction phasing assumptions to the State as requested.
Construction Sequence. (7-1-95) (Rev. 8-21-12) 560 SP1 R34R Pave each section of roadway begun in a continuous operation. Do not begin work on another section of roadway unless satisfactory progress is being made toward completion of intersections and all other required incidental work by satisfactorily furnishing additional paving equipment and personnel, except for milling and patching operations.
Construction Sequence. (7-1-95) (Rev. 8-21-12) 560 SP1 R34R Pave each section of roadway begun in a continuous operation. Do not begin work on another section of roadway unless satisfactory progress is being made toward completion of intersections and all other required incidental work by satisfactorily furnishing additional paving equipment and personnel, except for milling and patching operations. (6-19-12) (Rev. 10-21-14) 605, 609, 610, 650, 660 SP6 R01 Revise the 2012 Standard Specifications as follows: Apply tack coat uniformly across the existing surface at target application rates shown in Table 605-1. New Asphalt 0.04 ± 0.01 Oxidized or Milled Asphalt 0.06 ± 0.01 Concrete 0.08 ± 0.01 Apply tack coat at a temperature within the ranges shown in Table 605-2. Tack coat shall not be overheated during storage, transport or at application. Warm mix asphalt (WMA) is allowed for use at the Contractor’s option in accordance with the NCDOT Approved Products List for WMA Technologies available at: PG 64-22 300ºF 225 - 275ºF PG 70-22 315ºF 240 - 290ºF PG 76-22 335ºF 260 - 310ºF
Construction Sequence. (7-1-95) (Rev. 8-21-12) 560 SP1 R34R Pave each section of roadway begun in a continuous operation. Do not begin work on another section of roadway unless satisfactory progress is being made toward completion of intersections and all other required incidental work by satisfactorily furnishing additional paving equipment and personnel, except for milling and patching operations. (8-20-19) 305,310 SP3 R35 Revise the 2018 Standard Specifications as follows: Where shown in the plans, the Contractor may use reinforced concrete pipe, aluminum alloy pipe, aluminized corrugated steel pipe, HDPE pipe, Polypropylene Pipe, or PVC pipe in accordance with the following requirements. Polypropylene Pipe 1032-9 Polypropylene Pipe 1032-9 Where shown in the plans, side drain pipe may be Class II reinforced concrete pipe, aluminized corrugated steel pipe, corrugated aluminum alloy pipe, polypropylene pipe, HDPE pipe or PVC pipe. Both corrugated steel and concrete pipe end sections will work on concrete pipe, corrugated steel pipe, polypropylene pipe, and HDPE smooth lined corrugated plastic pipe. ″ Polypropylene Pipe Linear Foot
Construction Sequence. (Rev. 7-07-2016) 560 SP1 R34R (REV.) The Contractor shall construct the project according to the following sequence:
Construction Sequence. As Amendment #6 is a predecessor amendment to pending Amendment #7, Amendment #7 will include a detailed construction sequence description that incorporates this Amendment #6 scope of work.
Construction Sequence. Main water lines, sewer lines, storm sewers, and roadways shall be constructed in an orderly sequence as the addition is developed and built upon, weather conditions permitting, so that there will be no gaps left in street paving, curbs, gutters and other off-site improvements. Streets shall not be paved until all water lines, storm sewers, and property water and sewer services are in place and the trenches thereof properly backfilled and compacted in accordance with City requirements. The Owner shall receive the approval from the Public Works Director, City Engineer or designated authority for any and all phases of construction. The construction shall be completed in accordance with City approved plans. Owner shall provide, through his/her engineer, all completion documents concerning the subdivision construction, including but not limited to: as- constructed drawings; Certificates of Completion, and completed “punch list” items as accepted by the Public Works Director and City Engineer, prior to issuance of Certificate of Occupancy for any building in the Addition.
Construction Sequence. Replace paragraphs (i), (ii) and (iii) with the following: “In all cases where kerbing and/or channelling adjoin the bituminous surface of the road, the kerbing and/or channelling may only be constructed after the bituminous surface has been completed. Before commencing with the kerbing and/or channelling, the surfacing and the base, shall be accurately cut to line with a mechanical saw to a minimum depth of 75mm. After excavation the concrete shall then be cast against the cut surface without formwork. All material outside the cut line must be carefully removed to the required thickness of concrete without damaging the edge before commencing with the casting of the concrete. No payment shall be made for repair work as instructed by the engineer to damage caused by the cutting/excavating process of surfacing and base layers. Any concrete spilt onto the surfacing shall immediately be removed and cleaned. Where so required by the engineer, the contractor shall, without any additional compensation, paint emulsion over the stained surface. Add the following sub clause:
Construction Sequence. The Allottee(s) acknowledges, confirms and agrees as follows:
10.4.1 That subject to the other provisions herein and provided that the Stipulated Completion Date specified herein is adhered to, the Promoter shall be at liberty to commence, proceed with or sequence the construction of the buildings in the Project and the Apt. as per the Promoter’s time-tables and schedules that could depend on and be dictated by engineering/ technical requirements and exigencies at the site.
10.4.2 That the construction of certain components of the Amenities and external, areas/ portions/ work(s) in the Project could be completed after the Stipulated Completion Date, but not later than 90 days therefrom.
Construction Sequence. The Engineer shall consider the requirements for construction and traffic control DocuSign Envelope ID: 0EF7DD01-5DEF-492D-AF48-72F6373D49D2 DocuSign Envelope ID: 973D3771-56AD-4A37-8E90-25E408E93E1A throughout the development of schematic design so that the proposed design can be constructed.
