Pavement Removal Sample Clauses

Pavement Removal. DB Contractor shall remove existing pavement as shown in the Schematic Design. EXHIBIT 2Appendix 1: DB Contractor’s Proposal CommitmentsAppendix 2: ATCs APPENDIX 1 TO EXHIBIT 2 DB CONTRACTOR’S PROPOSAL COMMITMENTS [To be inserted from Proposal] No. Proposal Location Proposal Commitment APPENDIX 2 TO EXHIBIT 2 ATCs The following table lists DB Contractor’s Alternative Technical Concepts (ATCs), which are described in further detail in the applicable ATC submittals, that DB Contractor may incorporate into the Project. TxDOT approves the Deviations listed below, subject to satisfaction of any conditions set forth in the approval letters from TxDOT to DB Contractor. Such Deviations, subject to satisfaction of any conditions to approval, expressly supersede any conflicting provisions in the Design-Build Specifications. No other Deviations are permitted in connection with the ATCs. DB Contractor is solely responsible for and bears the schedule and cost risk associated with the implementation or non-implementation of any ATC, including (a) obtaining any third party approvals (including Environmental Approvals and all other Governmental Approvals) required to implement the ATC, (b) the acquisition of any right of way outside the Schematic ROW that is necessary to implement the ATC, and (c) any studies, analyses or further environmental evaluations required to implement the ATC. Moreover, DB Contractor is not entitled to a Change Order for time or money as a result of (i) Site conditions (e.g., Hazardous Materials, Differing Site Conditions, geotechnical issues, Utilities, etc.) on such additional right of way, or (ii) any delay, inability or cost associated with the acquisition of right of way required to implement the ATC. The ATCs, to the extent utilized by DB Contractor, shall otherwise meet all requirements of the Design-Build Specifications. ATC No. ATC Description Section(s) of the Contract Documents from which Deviations are Permitted Date of Approval Letter 1. 2. 3.
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Pavement Removal. General – Remove the existing pavement to the depth, width, grade, and cross section shown or as directed. The use of a heating device to soften the pavement is not allowed.
Pavement Removal. 1. The Contractor must saw cut all concrete and asphalt pavements to their full depth prior to breaking and removing the pavement. On pavements consisting of an asphalt overlay on a concrete base, the Commissioner reserves the right to order the removal of up to 6 additional inches beyond the edge of the concrete base. This additional asphalt removal must be removed to a neat saw cut edge and will be considered incidental to the Work.
Pavement Removal. The Contractor must inform the other concerned departments well in advance before starting the work. The Contractor must provide and maintain proper and efficient traffic control system such as safety lamps, sign boards etc. operating day and night for the full duration of work. The employer shall not be responsible under any circumstances for any mishappenings therefore. For the purpose of payment for removal of pavement, steel tapes are to be used and the Engineer’s representative and Contractor or his representative shall take the measurement jointly. The width of trenches shall be as per the specification drawing and only such widths shall be taken into account for computing quantities for payment. The Contractor has to pay restoration charges for width excavated in excess of prescribed width. For other elements of work such as making cross connections, fixing other appurtenances etc. the Engineer shall prescribe the dimensions for removal of pavement from time to time.
Pavement Removal. Existing surfaced areas may be removed if they are not historic properties or situated within an historic property.
Pavement Removal. 1. Includes existing street, driveway, sidewalk and curb & gutter concrete as shown in the construction drawings. Includes temporary street and temporary sidewalk.
Pavement Removal. DB Contractor shall remove existing pavement to accommodate the Project as shown in the Schematic Design for the Base Scope and each DWC for which TxDOT issues a DWC NTP.
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Pavement Removal. DB Contractor shall remove existing pavement to accommodate the Project as shown in the Schematic Design for the Base Scope and each DWC for which TxDOT issues a DWC NTP. DocuSign Envelope ID: 8320AD6C-99DF-41FA-9908-4E441F89A70B EXHIBIT 2Appendix 1: DB Contractor’s Proposal CommitmentsAppendix 2: ATCs DocuSign Envelope ID: 8320AD6C-99DF-41FA-9908-4E441F89A70B APPENDIX 1 TO EXHIBIT 2 DB CONTRACTOR’S PROPOSAL COMMITMENTS The following Proposal Commitments are in addition to the requirements set forth elsewhere in the Contract Documents and are therefore express requirements of the Design-Build Agreement. No. Proposal Location Proposal Commitments 1 Technical Proposal (BAFO) C.1 Project Management Project Management VARs VAR No. 30 PMP Collaboration Process with TxDOT for Implementation of Deferred Work Components (DWCs and Other Additional Scope) Page BAFO C-1. SPC is committed to a partnership with TxDOT in developing solutions using its experience, tools, and lesson learned to capitalize on our collective ability to maximize implementing DWCs. These processes will be used as a collection of decision-making tools and methods as described below for early brainstorming of innovations and potential cost savings regarding design and cost of DWCs: • Formal or Informal Workshop • Interdisciplinary Reviews • 3D Modeling 2 Technical Proposal (Original Proposal) C.1 Project Management Project Administration VARs VAR No. 1 Project Management Plan (PMP) Dashboard Page C-1 SPC commits to providing a PMP Dashboard that provides real time data/audit visualizations for each PMP available 24/7. SPC and TxDOT to jointly develop PMP key performance indicators in addition to DBE performance data for TxDOT’s review and access.

Related to Pavement Removal

  • Graffiti Removal Graffiti is detrimental to the health, safety and welfare of the community in that it promotes a perception in the community that the laws protecting public and private property can be disregarded with impunity. This perception fosters a sense of disrespect of the law that results in an increase in crime; degrades the community and leads to urban blight; is detrimental to property values, business opportunities and the enjoyment of life; is inconsistent with the City’s property maintenance goals and aesthetic standards; and results in additional graffiti and in other properties becoming the target of graffiti unless it is quickly removed from public and private property. Graffiti results in visual pollution and is a public nuisance. Graffiti must be abated as quickly as possible to avoid detrimental impacts on the City and County and its residents, and to prevent the further spread of graffiti.

  • Trash Removal The Licensee shall remove trash from the Cafeteria anytime that waste canisters are full or not less than once after every meal; whichever is greater. Any alteration to this provision must be directed in writing by the Licensing Officer.

  • Snow Removal Only the right of way will be plowed in the parking lots. Licensee is responsible for removing snow around his/her own vehicle (without causing damage or inconvenience to any other vehicles lawfully on the Premises).

  • Debris Removal a. We will pay your reasonable expense for the removal of:

  • PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

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