Proposed Construction Sample Clauses

Proposed Construction. Presale Properties where the lot is purchased as part of the cost of the home to be built may be entered into the MLS.” 8
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Proposed Construction. The pump building will be a one story, pre-engineered steel building approximately 18 feet by 24 feet in plan size. The building will be constructed near existing site grade, at elevation 5245. A 35 feet long, 20000 gallon fiberglass tank of 10.5 feet in diameter will be installed partially under the building. The top of the tank will be about 4 feet below the pump house floor slab and the tank will be about 2 feet horizontally from the footing under one side of the building. The line load from the footing is 1,000 pounds per linear foot dead and the live load is 300 pounds per linear foot. We were informed that footings constructed in the tank backfill are planned for the pump building. To reduce the potential settlement of the backfill and allow the use of footings and slab above the tank, the tank will be installed on a 12-inch thick pea gravel bed and backfilled with flow fill to the spring line. Soil backfill will be placed above the flow fill. The footings may be constructed 4 feet or deeper below the finished grades. The back wall that crosses over the tank will be designed to span across the tank (no point load on the tank). The slab-on-grade will also be designed to span across the tank.
Sample 1
Proposed Construction. The mainline fiber construction will be primarily aerial in existing power poles, utilizing strand and fiber method, with the fiber optic cable and telecom cases distributed across approximately 12 miles throughout the Xxxx Camp city limits. Placement will primarily occur within the existing utility right of way and/or roadways but may require additional property easements based on final Engineering design.
Sample 1
Proposed Construction. The proposed project will consist of a new bridge structure across Slough, Roadway improvements will include new approaches to the structure. Due to the existing soil conditions, it is anticipated that deep foundations with special design will be required to support the structure. Based on the limited previous study, the Xxxxxx Slough area at Harkins Slough Road is underlain by peaty soils to depths on the order of feet. This poses several design challenges for the bridge foundation. Consideration will have to be given to issues such as, Settlement and down-drag loading on piles Lateral capacity of piles and depth to point of fixity Vertical capacity and pile lengths Constructability of selected pile type due to soft peat and caving conditions Seismic design considerations due to soft ground amplification, lack of lateral capacity in peaty soils etc. Potential for liquefaction and lateral spreading Treatment of approach fill on soft soils Based on these issues we have developed a detail scope of work for project as discussed in the following sections
Sample 1
Proposed Construction. We understand the project includes the construction of a 24-foot precast concrete bridge to replace the existing stone culvert over the Spruce Brook. Construction activities relative to our involvement include cast-in-place concrete footings and wing walls and soil backfill for foundations. We understand construction is planned to start in the spring/summer of 2025 and finish in the fall of 2026. X. X. Xxxx Engineering, Inc. (X.X.XXXX) will perform the following construction materials testing and observations as directed by you or your designated representative.
Sample 1
Proposed Construction. Based on the information provided in the proposal documents, we understand the project consists of replacing the current sewer/water infrastructure in the city of Heber. The site is approximately 342 acres. We anticipate that the construction will be sewer and water trenches with new sewer/water pipes. A correct understanding of the project is critical in order for us to plan the study and provide appropriate recommendations. We anticipate the subsurface soils will consist of alluvial sand and gravel. Groundwater is not anticipated within ten feet of the surface, but soil and groundwater conditions vary from site to site. The central area of Heber city is generally relatively flat with various high and low points resulting from decades of construction, erosion, development, etc. The areas to be replaced are expected to be in asphalt roadways, lawns, under sidewalks, and in generally moderate traffic areas. According to the Central Utah Liquefaction Potential Maps, the site is located within an area mapped as having a “Very Low” liquefaction potential. We propose performing the following field work: ● Drilling fifteen (15) test holes using a drill rig with hollow-stem augers to a depth of about 15 feet. ● Traffic Control for three (3) days. All depths are from the existing ground surface and will be advanced to the required depth or until equipment refusal, whichever occurs first. Upon completion, the test holes will be backfilled but not compacted. The purpose of the exploration will be to observe subsurface conditions, estimate the depth of fill if encountered, collect representative soil samples, and to provide information for use in geological and geotechnical evaluations. The soils will be visually classified using guidelines of the Unified Soil Classification System (USCS).
Sample 1

Related to Proposed Construction

  • New Construction If this contract is for a Property that is newly constructed and the new construction option is selected, coverage begins on day one (1) of month thirteen

  • 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.

  • ADDITIONAL CONSTRUCTIONS The Promoter undertakes that it has no right to make additions or to put up additional structure(s) anywhere in the Project after the building plan has been approved by the competent authority(ies) except for as provided in the Act.

  • 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.

  • Design and Construction In complying with the requirements of the specification both with respect to arrangement and detail, design is to conform to the best current engineering practice. Each of the several parts of the material is to be of the maker’s standard design provided that this design is in general accordance with the specification. The essence of design should be simplicity and reliability in order to give long continuous service with high economy and low maintenance cost. Particular attention should be paid to internal and external access in order to facilitate inspection, cleaning and maintenance. The design dimensions and materials of all parts are to be such that they will not suffer damage as a result of stresses under the most severe conditions. Fully detailed specifications of the several parts of the material are to be submitted describing particularly the materials to be used. The materials used in the construction of the material are to be of the highest quality and selected particularly to meet the duties required of them. Mechanisms are to be constructed to avoid sticking due to rust or corrosion. Workmanship and general finish are to be of the highest class throughout. All similar parts of the material are to be interchangeable. All equipment is to operate without undue vibration and with the least possible amount of noise and is not to cause a nuisance. All equipment is to be designed to minimize the risk of fire and any damage, which may be caused in the event of fire. The equipment is also to be designed to prevent ingress of all vermin, accidental contact with live parts and to minimize the ingress of dust and dirt. The use of materials, which may be liable to attack by termites or other insects, is to be avoided.

  • Design and Construction of the Project Highway 10.1 Obligations prior to commencement of Works (i) Within 20 (twenty) days of the Appointed Date, the Contractor shall: (a) appoint its representative, duly authorised to deal with the Authority in respect of all matters under or arising out of or relating to this Agreement; (b) appoint a design director (the “Design Director”) who will head the Contractor’s design unit and shall be responsible for surveys, investigations, collection of data, and preparation of preliminary and detailed designs; (c) undertake and perform all such acts, deeds and things as may be necessary or required before commencement of Works under and in accordance with this Agreement, the Applicable Laws and Applicable Permits; and (d) make its own arrangements for quarrying of materials needed for the Project Highway under and in accordance with the Applicable Laws and Applicable Permits. (ii) The Authority shall, appoint an engineer (the “Authority’s Engineer”) before the Appointed Date to discharge the functions and duties specified in this Agreement, and shall notify to the Contractor the name, address and the date of appointment of the Authority’s Engineer forthwith. (iii) Within 30 (thirty) days of the Appointed Date, the Contractor shall submit to the Authority and the Authority’s Engineer a programme (the “Programme”) for the Works, developed using networking techniques, for review and consent of the Engineer, giving the following details: (a) Part I : Contractor’s organisation for the Project, the general methods and arrangements for design and construction, environmental management plan, Quality Assurance Plan including design quality plan, traffic management and safety plan covering safety of users and workers during construction (including use of ‘ROBOTS’ for diversion and control of traffic), Contractor’s key personnel and equipment. (b) Part II : Programme for completion of all stages of construction given in Schedule-H and Project Milestones of the Works as specified in Project Completion Schedule set forth in Schedule-J. The Programme shall include: i. the order in which the Contractor intends to carry out the Works, including the anticipated timing of design and stages of Works; ii. the periods for reviews under Clause 10.2; iii. the sequence and timing of inspections and tests specified in this Agreement; and iv. the particulars for the pre-construction reviews and for any other submissions, approvals and consents specified in the Agreement. The Contractor shall submit a revised Programme whenever the previous Programme is inconsistent with the actual progress or with the Contractor’s obligations. (c) Part III : Monthly cash flow forecast. (iv) The Contractor shall compute, on the basis of the Drawings prepared in accordance with Clause 10.2 (iv), and provide to the Authority’s Engineer, the length, area and numbers, as the case may be, in respect of the various items of work specified in Schedule-H and comprising the Scope of the Project. The Parties expressly agree that these details shall form the basis for estimating the interim payments for the Works in accordance with the provisions of Clause 19.3. For the avoidance of doubt, the sum of payments to be computed in respect of all the items of work shall not exceed the Contract Price, as may be adjusted in accordance with the provisions of this Agreement. (v) The Contractor shall appoint a safety consultant (the “Safety Consultant”) to carry out a safety audit at the design stage of the Project Highway in accordance with the Applicable Laws and Good Industry Practice. The Safety Consultant shall be appointed after proposing to the Authority a panel of three (3) names of qualified and experienced firms from which the Authority may choose one (1) to be the Safety Consultant. Provided, however, that if the panel is not acceptable to the Authority and the reasons for the same are furnished to the Contractor, the Contractor shall propose to the Authority a revised panel of three (3) names from the firms empanelled as safety consultants by the [Ministry of Road Transport and Highways] for obtaining the consent of the Authority. The Contractor shall also obtain the consent of the Authority for the key personnel of the Safety Consultant who shall have adequate experience and qualifications in safety audit of the highway projects. The Authority shall, within 15 (fifteen) days of receiving a proposal from the Contractor hereunder, convey its decision, with reasons, to the Contractor, and if no such decision is conveyed within the said period, the Contractor may proceed with engaging of the Safety Consultant. (vi) The safety audit pursuant to Clause 10.1 (v) shall be carried out by the Safety Consultant in respect of all such design details that have a bearing on safety of Users as well as pedestrians and animals involved in or associated with accidents. The recommendations of the Safety Consultant shall be incorporated in the design of the Project Highway and the Contractor shall forward to the Authority’s Engineer a certificate to this effect together with the recommendations of the Safety Consultant. In the event that any works required by the Safety Consultant shall fall beyond the scope of Schedule-B, Schedule-C or Schedule-D, the Contractor shall make a report thereon and seek the instructions of the Authority for Change in Scope. For the avoidance of doubt, the Safety Consultant to be engaged by the Contractor shall be independent of the design and implementation team of the Contractor.