BRIDGE CONSTRUCTION Sample Clauses

BRIDGE CONSTRUCTION. REHABILITATION
Sample 1Sample 2Sample 3See All (14)
BRIDGE CONSTRUCTION a. Each end of the bridge must be firmly anchored to the abutment structure; b. An earth embankment constructed for use as a bridge approach must be protected from erosion by using planted or seeded ground cover, bulkheads, rock riprap, retaining walls, or other equally effective means; c. A bridge must be installed in such a way as to minimize disturbance to the bed and banks of a stream. No part of the finished bridge structure may be below the high water marks of the stream or obstructing the stream’s flow between ordinary high water; d. Equipment stream crossings are not authorized without prior specific State approval. The purchaser must submit written plans if crossing of open (unfrozen waters) are required for road construction. e. A snow ramp or ice bridge must be constructed only of snow, ice, and cribbing, and must be largely free of soil and organics; it must be constructed to disintegrate with natural ice breakup, or it must be breached and the cribbing removed when feasible before breakup to protect downstream structures, water quality, and fish habitat. f. Bridge structures used on the sale must meet or exceed USFS standards for temporary low volume industrial bridge structures for the loading anticipated by the purchaser.
Sample 1
BRIDGE CONSTRUCTION. In consideration of the Conveyance of the Property, UBP shall design, construct, operate, and maintain the New Independence Bridge, which shall be a new bascule type (moveable bridge) that does not unreasonably affect the navigability of the Saginaw River and meets the clearance requirements and environmental permitting of any and all approval agencies having jurisdiction over the project. UBP shall comply with all federal, state, and local laws, ordinances, regulations, codes, and rules applicable to the design, construction, operation, and maintenance of the New Independence Bridge. UBP agrees to engage a third-party title company to administer construction payments and lien releases to ensure the Property is Free and Clear after completion of construction. UBP shall construct the New Independence Bridge entirely on the property conveyed to UBP by the City, described on Exhibit A. In the event it is necessary for UBP to acquire additional property in order to construct the New Independence Bridge, the location of which is shown on Exhibit D, UBP shall be solely responsible for the acquisition of such property and the associated costs. The City may, but is not required to, provide UBP with assistance with such acquisition.
Sample 1
BRIDGE CONSTRUCTION. Simcoe shall have the right to remove the existing road crossing on the Canal Parcel and replace it with a wooden bridge connecting the two tracts comprising the Simcoe Property in accordance with plans and specifications reasonably acceptable to the City (the “Bridge”), at Simcoe’s sole cost and expense. The Bridge shall be constructed during the first phase of the development requiring the construction of the Bridge for access between the tracts. Simcoe shall also have the right to run utility lines connecting the tracts under the Bridge structure but shall install said utilities so as not to interfere with the Utility or other utilities installed by the City within the Canal Parcel.
Sample 1
BRIDGE CONSTRUCTION. After awarding the bid, but prior to the Contractor entering BNSF’s right-of-way or property, the Agency should conduct a pre-construction meeting with BNSF personnel in attendance to reiterate the safety requirements of construction activity adjacent to live tracks. During construction, BNSF will require an independent engineering inspector to be present during certain critical activities of the Project, including but not limited to: driving foundation piles, erecting falsework, construction of shoring and retaining walls, placing concrete, placing soil backfill and compaction processes. The Agency shall reimburse BNSF for all costs of supplemental inspection services. Within 90 days of the conclusion of the Project and final acceptance by BNSF, the Agency will provide BNSF with a complete electronic set of the bridge plans labeled “As Built”. Those plans will reflect any and all deviations from the original plans that occurred during construction. The “As Built” plans will be submitted in Micro Station *.dgn electronic format (preferred) or AutoCAD *.dwg format. Electronic plans are to be submitted in the original format used for CAD plan preparation and not converted to another format prior to submission. Actual measured “as constructed” clearances shall be shown as well as depth, size and location of all foundation components. The plans shall show dimensioned locations of existing and relocated utilities.
Sample 1
BRIDGE CONSTRUCTION. 13.1 The Work includes Design and Construction of the bridge across Pandosy Street from the Facility to the Centennial Building currently under construction at the Kelowna General Hospital. 13.2 For purposes of construction of the bridge: (a) the relevant Construction will be conducted in phases; (b) access will be granted for the construction of the bridge supports between the dates of March 15, 2011 and April 30, 2011; (c) access for placement of the bridge structure will be granted between the dates of October 31, 2011 and November 30, 2011; and (d) actual physical connection to the Centennial Building cannot commence prior to the Centennial Building substantial completion/service commencement date which is tentatively set for February 13, 2012; (e) for purposes of such Construction the Site will be expanded as shown in the Site Plan during the limited period of such Construction and all applicable provisions of this Agreement will apply in respect of the expanded Site, provided however that the Centennial Building contractor will continue to act as prime contractor; (f) the Design-Builder will be required to work cooperatively with the Centennial Building contractor and to minimize and disruptions; (g) on or before January 15, 2011, the Design-Builder will provide to the Authority for review a construction plan for the bridge construction that includes: (i) maintaining construction access and fire access for the Centennial Building contractor; (ii) a dust control plan that contemplates the Centennial Building contractor’s duct cleaning and final cleaning during the March and April 2011; (iii) maintaining the relevant portion of the Centennial Building site clean and free of debris or unnecessary materials; (iv) preventing the introduction onto the Centennial Building site of any materials or chemicals on to the site which would impact Centennial Building Contractor’s ability to achieve such certification; (v) restricting vehicular and machinery traffic to only those vehicles and machinery that are essential to, and actively engaged in, performing work directly related to the bridge; (vi) compliance with safety requirements; and (h) the bridge link will comply with the Statement of Requirements, and the Design-Builder will construct the bridge in accordance with such construction plan and any comments received from the Authority under Schedule 2 – Review Procedure. The parties may make such other arrangements as may be agreed by them, acting reasonably ...
Sample 1
BRIDGE CONSTRUCTION. After awarding the bid, but prior to the Contractor entering Grantor’s right-of-way or property, Grantee should conduct a pre-construction meeting with Grantor personnel in attendance to reiterate the safety requirements of construction activity adjacent to live tracks. During construction, Grantor may require an independent engineering inspector to be present during certain critical activities of the Pedestrian Bridge work, including but not limited to: driving foundation piles, erecting falsework, construction of shoring and retaining walls, placing concrete, placing soil backfill and compaction processes. Grantee shall reimburse Grantor for all costs of supplemental inspection services. Within 90 days of the conclusion of the Pedestrian Bridge work and final acceptance by Grantor, Grantee will provide Grantor with a complete electronic set of the bridge plans labeled "As Built". Those plans will reflect any and all deviations from the original plans that occurred during construction. The "As Built" plans will be submitted in Micro Station *.dgn electronic format (preferred) or AutoCAD *.dwg format. Electronic plans are to be submitted in the original format used for CAD plan preparation and not converted to another format prior to submission. Actual measured "as constructed" clearances shall be shown as well as depth, size and location of all foundation components. The plans shall show dimensioned locations of existing and relocated utilities.
Sample 1
BRIDGE CONSTRUCTION. Once all of the embankment is placed in the Norwich Creek area, we will begin abutment construction for the future bridge. When the abutments are cured, we will backfill the abutment to final grade, allowing for good access for the bridge material deliveries including the precast girders and deck concrete. The concrete girders will be delivered to the project on MD 404, and then off of Partnership Farm Lane. Once the transport is near the abutment, the cranes will erect the girder over Norwich Creek.
Sample 1

Related to BRIDGE CONSTRUCTION

  • New Construction If this contract is for a Property that is newly constructed and the new construction option is selected, coverage begins on the first day of the thirteenth (13th) month after the home purchase.

  • Language Construction The language of this Agreement shall be construed in accordance with its fair meaning and not for or against any party. The parties acknowledge that each party and its counsel have reviewed and had the opportunity to participate in the drafting of this Agreement and, accordingly, that the rule of construction that would resolve ambiguities in favor of non-drafting parties shall not apply to the interpretation of this Agreement.

  • ICIF Construction The ICIF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Parties agree on another mutually acceptable deadline, Interconnection Customer shall deliver to Transmission Provider and Transmission Owner “as-built” drawings, information and documents for the ICIF, such as: a one-line diagram, a site plan showing the Generating Facility and the ICIF, plan and elevation drawings showing the layout of the ICIF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Interconnection Customer’s step-up transformers, the facilities connecting the Generating Facility to the step-up transformers and the ICIF, and the impedances (determined by factory tests) for the associated step-up transformers and the Generating Facility. Interconnection Customer shall provide Transmission Provider and Transmission Owner with Interconnection Customer’s specifications for the excitation system, automatic voltage regulator, Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • Law; Construction This Agreement and any claim, counterclaim or dispute of any kind or nature whatsoever arising out of or in any way relating to this Agreement (“Claim”), directly or indirectly, shall be governed by, and construed in accordance with, the internal laws of the State of New York.

  • DAF Construction The DAF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Developer and Connecting Transmission Owner agree on another mutually acceptable deadline, the Developer shall deliver to the Connecting Transmission Owner and NYISO “as- built” drawings, information and documents for the DAF, such as: a one-line diagram, a site plan showing the Large Generating Facility and the DAF, plan and elevation drawings showing the layout of the DAF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Developer’s step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the DAF, and the impedances (determined by factory tests) for the associated step-up transformers and the Large Generating Facility. The Developer shall provide to, and coordinate with, Connecting Transmission Owner and NYISO with respect to proposed specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • Agreement Construction Headings or captions to the provisions of this Agreement are solely for the convenience of the parties, are not part of this Agreement, and shall not be used to interpret or determine the validity of this Agreement. Any ambiguity in this Agreement shall not be construed against the drafter, but rather the terms and provisions hereof shall be given their reasonable interpretation.

  • General Construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.

  • Project Construction The Contractor agrees to provide continuous on-site supervision on each Job Order, while progress on the project is being accomplished. The Contractor’s Project Manager will ensure: 1. Coordination and providing supervision to all Subcontractor and workers; 2. Posting of the prevailing wage scale; 3. Maintaining a copy of the Contractors safety program manual made available to all construction personnel; 4. Conducting weekly on-site safety meetings; 5. Completing the daily labor and construction progress log on a daily basis and submit copies to the County on a daily basis. Copies of the previous day’s reports must be submitted by 9:00AM of the following day. a. Daily labor log is to include a listing of Subcontractor(s) and a count of workers by trade providing services for the day. b. Construction progress log is to include a narrative of the Work provided by trade(s). Narrative agrees to include the various areas of the jobsite where Work was performed and any problems or conditions that were encountered. c. In the event the Contractor fails to provide a daily log and/or construction progress log, the County may impose damages against the Contractor in the amount of fifty dollars ($50.00) for each log and deduct from the Contractor’s payment request, for each day the Contractor does not provide the documentation. 6. County may suspend Contractor operations if no Contractor Superintendent is observed. All delays caused by the suspension will be the responsibility of the Contractor. No time extension or claims for cost(s) associated with the suspension will be granted by the County.

  • Pre-Construction Phase Provide Workers’ Compensation, Comprehensive General Liability and Comprehensive Automobile Liability in the amounts as set forth in the Uniform General Conditions for University of Texas System Building Construction Contracts.

  • Completion of Construction Within 60 days of the completion of construction of the Project, Project Owner shall deliver to DoD copies of the FAA form 7460-2 for each ASN, including the final coordinates for each turbine erected.