MAINLINE PAVING Sample Clauses

MAINLINE PAVING. The HMA surface course will be tested for ride quality with a Class 1 Inertial Profiling System as defined in AASHTO Designation MP 11, Standard Equipment Specification for Inertial Profiler, approved in accordance with NJDOT Test Method R-1, Calibration/Verification and Operational Procedures for NJDOT, Consultant-
Sample 1
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MAINLINE PAVING. This agreement made and entered by and between the Contracting Authority, IOWA DEPARTMENT OF TRANSPORTATION and Contractor, XXXXX, X.X. & SONS, INC. Vendor ID: MO480 City: ELKADER State: IA It is agreed that the notice and instructions to bidders, the proposal filed by the Contractor, the specifications, the plan, if any, for project(s) listed herein, together with Contractor's performance bond, are made a part hereof and together with this instrument constitute the contract. This contract contains all of the terms and conditions agreed upon by the parties hereto. Contractor, for and in considerations of $ 17,442,584.75 payable as set forth in the specifications constituting a part of this contract, agrees to construct various items of work and/or provide various materials or supplies in accordance with the plans and specifications therefore, and in the locations designated in the Notice to Bidders. Contractor certifies by signature on this contract, under pain of penalties for false certification, that the Contractor has complied with Iowa Code Section 452A.17(8) as amended, if applicable, and Iowa Code Section 91C.5 (Public Registration Number), if applicable. In consideration of the foregoing, Contracting authority hereby agrees to pay the Contractor promptly and according to the requirements of the specifications the amounts set fourth, subject to the conditions as set forth in the specifications. It is further understood and agreed that the above work shall also be commenced or completed in accordance with Contract Time of this Contract and assigned Notes. To accomplish the purpose herein expressed, the Contracting authority and Contractor have signed this and one other identical instrument. For Federal-Aid Contracts the Contractor certifies that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the contract. Contract ID: 00-0000-000 Contract Project(s) Call Order No.: Letting Date: 081 Apr 17, 2019 10:00 A.M. Project Number: ER-029-1(122)0--06-36 County: FREMONT Project Work Type: ALTERNATE PAVEMENT TYPES- MAINLINE PAVING Location: MISSOURI STATE LINE TO US 34 Route: I-29 Federal Aid - Predetermined Wages are in Effect Accounting ID: 35940 Contract ID: 00-0000-000 Contract Time Call Order No.: Letting Date: 081 Apr 17, 2019 10:00 A.M. Site ID Site Details Liquidated Damages 00 6/30/2019 COMPLETION DATE $3,000.00 This site covers all work not covered by Sites 01 and 02. 5/31/2019 COMPLETION DATE...
Sample 1

Related to MAINLINE PAVING

  • 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.

  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:

  • Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.

  • Provisioning Line Splitting and Splitter Space 3.8.1 The Data LEC, Voice CLEC or BellSouth may provide the splitter. When Southern Telecom or its authorized agent owns the splitter, Line Splitting requires the following: a non-designed analog Loop from the serving wire center to the NID at the End User’s location; a collocation cross connection connecting the Loop to the collocation space; a second collocation cross connection from the collocation space connected to a voice port; the high frequency spectrum line activation, and a splitter. The Loop and port cannot be a Loop and port combination (i.e. UNE-P), but must be individual stand-alone Network Elements. When BellSouth owns the splitter, Line Splitting requires the following: a non designed analog Loop from the serving wire center to the NID at the End User’s location with CFA and splitter port assignments, and a collocation cross connection from the collocation space connected to a voice port.

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