Methods of Construction Sample Clauses

Methods of Construction. The method of construction of said Fiber Internet facilities shall be subject to the approval of the CITY Engineer. The Fiber Internet cable shall be constructed, repaired, renewed, and maintained by ▇▇▇▇▇▇ at ▇▇▇▇▇▇'▇ own cost and expense in a safe, proper, and workmanlike manner and at such times and in such a manner as not to prevent or interfere with the safe, proper, and convenient movement of traffic. ▇▇▇▇▇▇ shall backfill all trenches, fill all holes caused by shrinkage, remove all excess dirt, and leave the premises in a solid and safe condition. ▇▇▇▇▇▇ shall restore all sodded areas to its original condition by placing slab sod on all disturbed areas and subject to the inspection and approval of the CITY Engineer. If ▇▇▇▇▇▇ shall fail to make any repairs or do any work required of ▇▇▇▇▇▇ by the provisions of this Agreement within ten (10) working days after receipt of written notice from the CITY calling attention thereto and requesting such repairs or work to be done, then the CITY shall have the right to make such repairs or do such work at the expense of ▇▇▇▇▇▇ and ▇▇▇▇▇▇ shall reimburse the CITY for cost and expense of such repairs or work promptly upon receipt of a bill thereof by the CITY to DOBSON. All Fiber Internet cables installed which cross from one side of the public right-of-way to the other shall require permission from CITY to bore under the street. When openings are made adjacent to any street, alley, public way or easement, ▇▇▇▇▇▇ shall, at its expense, furnish barricades, fences, lights, and danger signals and shall take all precautionary measures for the protection of the public. No materials or equipment used in the construction of the work shall be placed so as to endanger the work or prevent free access to all water valves, gas valves, manholes, electric, and telephone in the vicinity. The CITY reserves the right to remedy any neglect, on the part of ▇▇▇▇▇▇ as regards the protection of the work, at ▇▇▇▇▇▇’▇ expense. ▇▇▇▇▇▇ shall place standard identification markers at points where the Fiber Internet cable intersects the CITY's right-of-way boundary. Said marker shall extend a minimum of thirty-six inches (36") above right- of-way surface. ▇▇▇▇▇▇ shall provide the CITY Engineer and Public Utilities Department and the CITY Planning Department with a set of record drawings of the cable facility which shall be reviewed for compliance with this Agreement and the CITY Code. ▇▇▇▇▇▇ will place no additional structures, encroachment...
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Methods of Construction. (1) The preferred method of construction is “stick built” on site or houses that are panelized and transported to the construction site. (2) Modular homes will be considered provided all other requirements of the Agreement have been fully met; the building site is not heavily wooded, and the installation process will not require the removal of an excessive number of trees. (3) Mobile homes and doublewide mobile homes are prohibited. (4) Open crawl spaces under homes and houses built on exposed pilings require special consideration by the Architectural Committee.
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Methods of Construction. Where there is evidence of discrepancies on the actual elevations and that shown on the Plans, a preconstruction survey referred to the datum plane used in the approved Plan shall be undertaken by the Contractor under the control of the Engineer to serve as basis for the computation of the actual volume of the embankment materials. When embankment is to be placed and compacted on hillsides, or when new embankment is to be compacted against existing embankments, or when embankment is built one-half width at a time, the existing slopes that are steeper than 3:1 when measured at right angles to the roadway shall be continuously benched over those areas as the work is brought up in layers. Benching will be subject to the Engineer’s approval and shall be of sufficient width to permit operation of placement and compaction equipment. Each horizontal cut shall begin at the intersection of the original ground and the vertical sides of the previous cuts. Material thus excavated shall be placed and compacted along with the embankment material in accordance with the procedure described in this Section. Unless shown otherwise on the Plans or special Provisions, where an embankment of less than 1.2 m (4 feet) below subgrade is to be made, all sod and vegetable matter shall be removed from the surface upon which the embankment is to be placed, and the cleared surfaced shall be completely broken up by plowing, scarifying, or steeping to a minimum depth of 150 mm except as provided in Subsection 102.2.2. This area shall then be compacted as provided in Subsection 104.3.3. Sod not required to be removed shall be thoroughly disc harrowed or scarified before construction of embankment. Wherever a compacted road surface containing granular materials lies within 900 mm (36 inches) of the subgrade, such old road surface shall be scarified to a depth of at least 150 mm (6 inches) whenever directed by the Engineer. This scarified materials shall then be compacted as provided in Subsection 104.3. 3. When shoulder excavation is specified, the roadway shoulders shall be excavated to the depth and width shown on the Plans. The shoulder material shall be removed without disturbing the adjacent existing base course material, and all excess excavated materials shall be disposed off as provided in Subsection 102.2.
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Methods of Construction. A. Excavation and Backfill shall be as specified heretofore in the specifications. B. Handling - Pipe and accessories shall be new material which has never been used for any purposes whatsoever. Pipe and accessories shall be handled in such a manner so as to insure delivery in a sound undamaged condition and conforming in all respects with the specifications. Place no pipe or materials inside any pipe. Defective materials shall be removed immediately from job site. Pipe placed along the line of the work shall be placed so as to be as little inconvenience to the traveling public as possible and shall be adequately blocked or staked and guarded with lights. C. Placing Pipe in Trench - The interior of all pipe shall be thoroughly cleaned before being lowered into trench. Pipe shall be lowered into trench with great care. No trench water will be permitted to enter pipe or fittings. Pipe must be supported over its entire length by a firm foundation. Connections to structures shall be watertight.
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Methods of Construction. A. Reference standards included in this Specification section: 1. Pennsylvania Department of Transportation Standard Specifications Publication 408. a. Section 501: Concrete Surface Course b. Section 676: Sidewalks
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Related to Methods of Construction

  • 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.

  • 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.

  • Principles of Construction All references to sections and schedules are to sections and schedules in or to this Agreement unless otherwise specified. All uses of the word “including” shall mean “including, without limitation” unless the context shall indicate otherwise. Unless otherwise specified, the words “hereof,” “herein” and “hereunder” and words of similar import when used in this Agreement shall refer to this Agreement as a whole and not to any particular provision of this Agreement. Unless otherwise specified, all meanings attributed to defined terms herein shall be equally applicable to both the singular and plural forms of the terms so defined.

  • Cost of Construction 1. During the Schematic Design, Design Development, and Construction Document Phases, the ARCHITECT’s estimates of Construction Cost shall be reconciled against the Budget approved by the DISTRICT pursuant to Article IV, Section 2. 2. The PROJECT’s “Construction Cost,” as used in this AGREEMENT, means the total cost to the DISTRICT of all work designed or specified by the ARCHITECT, which includes the total award from the initial construction Contract(s) plus the work covered by approved change orders and/or any alternates approved by the DISTRICT. The Construction Cost shall not include any costs that are not specifically referenced in this Article V, Section 2, as approved costs. Costs excluded from the Construction Cost include, but are not limited to, payments to the ARCHITECT or other DISTRICT consultants, costs of inspections, surveys, tests, and landscaping not included in PROJECT. 3. If the PROJECT is using the multiple-prime delivery method of construction, the Construction Manager’s fees and/or general conditions will only be included in the total Construction Cost used to calculate the ARCHITECT’s fee only if agreed upon in writing by the DISTRICT. Absent any written agreement, the Construction Manager’s fees or general conditions shall not be included in the total Construction Cost used to calculate the ARCHITECT’s fee. 4. When labor or material is furnished by the DISTRICT below its market cost, the Construction Cost shall be based upon current market cost of labor and new material. 5. The Construction Cost shall be the acceptable estimate of Construction Costs to the DISTRICT as submitted by the ARCHITECT until such time as bids have been received, whereupon it shall be the bid amount of the lowest responsible responsive bidder. 6. Any Budget or fixed limit of Construction Cost shall be adjusted if the bidding has not commenced within ninety (90) days after the ARCHITECT submits the Construction Documents to the DISTRICT to reflect changes in the general level of prices in the construction industry between the date of submission of the Construction Documents to the DISTRICT and the date on which bids are sought for the PROJECT. 7. If the lowest bid received exceeds the Budget: a. The DISTRICT may give written approval of an increase of such fixed limit and proceed with the construction of the PROJECT; b. The DISTRICT may authorize rebidding of the PROJECT within a reasonable time; c. If the PROJECT is abandoned, the DISTRICT may terminate this AGREEMENT in accordance with Article VIII, Section 2; d. The DISTRICT may request the ARCHITECT prepare, at no additional cost, deductive change packages that will bring the PROJECT within the Budget; or e. The DISTRICT may request the ARCHITECT cooperate in revising the PROJECT scope and quality as required to reduce the Construction Cost. 8. If the DISTRICT chooses to proceed under Article V, Section 7(e), the ARCHITECT, without additional charge, agrees to redesign the PROJECT until the PROJECT is brought within the Budget set forth in this AGREEMENT. Redesign does not mean phasing or removal of parts of the PROJECT unless agreed to in writing by the DISTRICT. Redesign means the redesign of the PROJECT, with all its component parts, to meet the Budget set forth in this AGREEMENT.

  • 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.