General Description and Specifications of the Network Element Sample Clauses
General Description and Specifications of the Network Element
Project Description In two or three brief sentences, provide a concise description of your exhibition. Include the subject matter, type of objects to be included (paintings, sculpture, manuscripts, etc.), those responsible for organizing the exhibition, and catalogue author(s).
General Description Employer shall provide Employee with the compensation, incentives, benefits, and business expense reimbursement specified elsewhere in this agreement.
SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.
General Description of Facilities Subject to and upon the terms and conditions herein set forth, (i) the Revolving Lenders hereby establish in favor of the Borrower a revolving credit facility pursuant to which each Revolving Lender severally agrees (to the extent of such Revolving Lender’s Revolving Commitment) to make Revolving Loans to the Borrower in accordance with Section 2.2; (ii) each Issuing Bank may issue Letters of Credit in accordance with Section 2.22; (iii) the Swingline Lender may make Swingline Loans in accordance with Section 2.4; and (iv) each Revolving Lender agrees to purchase a participation interest in the Letters of Credit and the Swingline Loans pursuant to the terms and conditions hereof; provided that in no event shall the aggregate principal amount of all outstanding Revolving Loans, Swingline Loans and outstanding LC Exposure exceed the Aggregate Revolving Commitment Amount in effect from time to time.
General specifications For the purpose of this Regulation, the vehicle shall fulfil the following requirements:
Site Description {Buyer Comment: Provide a legal description of the Site, including the Site map.}
General Description of Services The A-E will be contacted by County Project Management staff on an “as-needed” basis as projects arise to provide A-E for professional services. Requirements will be discussed by both Parties and A-E shall prepare a written Scope Statement that will include the specific work to be performed, including the costs and time required to complete the project/task. Orange County Project Management staff will then review the A-E’s Scope Statement, proceed with negotiation of task costs and when satisfied, issue a Contract Task Order (“CTO”) against this Contract. The A-E shall serve as lead of a design team that may include other construction design professionals working together to ensure that the original design is carried through to the finished product, with no alterations in materials or design that would lead to safety issues or compromise the quality of the building or building component. Other team members who may be retained by the lead to support a project as a consultant may include but are not limited to landscape architects, lighting designers, data consultants, security consultants, controls engineers, commissioning consultants, traffic engineers, surveyors, estimators, special inspection, etc. The A-E shall be responsible for the preparation of comprehensive building assessments, designs, drawings, specifications, cost estimates, and reports within the scope of the CTO. In the preparation of construction drawings and specification, the A-E shall also responsible for: A. Obtaining data by reviewing record drawings, visiting the site of the construction and by conferences with the User/Client and facility maintenance staff or by other actions as necessary to develop the design; B. Checking of shop drawings, submittals, materials and other data submitted by the Construction Contractor for approval; C. Furnishing consultation and advice to County to clarify the intent of the drawings and specifications and on questions that may arise during the construction of the project; D. Space planning, programming and code compliance review and upgrades; E. The meeting of submittal dates included in the Scope Statement of the Contract Task Order, including the work of consultants; F. Coordination with various agencies having authority of jurisdiction for planning services, entitlement, fire life safety, CEQA, ADA, etc.; G. Construction administration services, testing and commissioning; H. Close out services, as-built plans, material lists, project acceptance, etc. I. The coordination of the various elements of the design to assure compatibility of architectural, structural, electrical, mechanical/plumbing, and other design features; J. Other services as specifically included in the Contract Task Order related to project Initiation, Planning/Design, Bid/Award, Construction and Closeout. The A-E shall restrict themselves to the Scope Statement of the Contract Task Order. Any changes in the Scope Statement shall require prior written authorization by County.
Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.
System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off-site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12-inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1- 2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after [Municipality Name] accepts verification of construction from the project engineer.
Technical Specifications and Drawings a) The Goods and Related Services supplied under this Contract shall conform to the technical specifications and standards mentioned in Section VI, Schedule of Requirements and, when no applicable standard is mentioned, the standard shall be equivalent or superior to the official standards whose application is appropriate to the Goods' country of origin. b) The Supplier shall be entitled to disclaim responsibility for any design, data, drawing, specification or other document, or any modification thereof provided or designed by or on behalf of the Procuring Entity, by giving a notice of such disclaimer to the Procuring Entity. c) Wherever references are made in the Contract to codes and standards in accordance with which it shall be executed, the edition or the revised version of such codes and standards shall be those specified in the Schedule of Requirements. During Contract execution, any changes in any such codes and standards shall be applied only after approval by the Procuring Entity and shall be treated in accordance with GCC Clause 33.