Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.
Architecture The Private Improvements shall have architectural features, detailing, and design elements in accordance with the Project Schematic Drawings. All accessory screening walls or fences, if necessary, shall use similar primary material, color, and detailing as on the Private Improvements.
Configuration Management The Contractor shall maintain a configuration management program, which shall provide for the administrative and functional systems necessary for configuration identification, control, status accounting and reporting, to ensure configuration identity with the UCEU and associated cables produced by the Contractor. The Contractor shall maintain a Contractor approved Configuration Management Plan that complies with ANSI/EIA-649 2011. Notwithstanding ANSI/EIA-649 2011, the Contractor’s configuration management program shall comply with the VLS Configuration Management Plans, TL130-AD-PLN-010-VLS, and shall comply with the following:
Service Descriptions Credit Card processing services: Global Direct’s actions to the appropriate card associations and/or issuers (e.g., Visa, MasterCard, Diners, Discover); settlement; dispute resolution with cardholders’ banks; and transaction-related reporting, statements and products. Debit/ATM Processing Services: Global Direct has connected to the following debit card networks (“Networks”): Accel, AFFN, Interlink, MAC, Maestro, NYCE, Pulse, Star, and Tyme. Global Direct will provide Merchant with the ability to access the Networks that Global Direct has connected to for the purpose of authorizing debit card transactions at the point of sale from cards issued by the members of the respective Networks. Global Direct will provide connection to such Networks, terminal applications, settlement and reporting activities. EBT Transaction Processing Services: Global Direct offers electronic interfaces to Electronic Benefits Transfer (“EBT”) networks for the processing of cash payments or credits to or for the benefit of benefit recipients (“Recipients”). Global Direct will provide settlement and switching services for various Point of Sale transactions initiated through Merchant for the authorization of the issuance of the United States Department of Agriculture, Food and Nutrition Services (“FNS”) food stamp benefits (“FS Benefits”) and/or government delivered cash assistance benefits (“Cash Benefits, ”with FS Benefits, “Benefits”) to Recipients through the use of a state-issued card (“EBT Card”). With respect to Visa and MasterCard products, Merchant agrees to pay and Merchant's account(s) will be charged pursuant to Section 5 of this Agreement for any additional fees incurred as a result of Merchant's subsequent acceptance of transactions with any Visa or MasterCard product that it has not elected to accept.
Flexible Work Schedule A flexible work schedule is any schedule that is not a regular, alternate, 9/80, or 4/10 work schedule and where the employee is not scheduled to work more than 40 hours in the "workweek" as defined in Subsections F. and H., below.
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.
Contract Database Metadata Elements Title: Great Neck Union Free School District and Great Neck Paraprofessionals Association (2011) Employer Name: Great Neck Union Free School District Union: Great Neck Paraprofessionals Association Local: Effective Date: 07/01/2011 Expiration Date: 06/30/2015 PERB ID Number: 5132 Unit Size: Number of Pages: 28 For additional research information and assistance, please visit the Research page of the Catherwood website - xxxx://xxx.xxx.xxxxxxx.xxx/library/research/ For additional information on the ILR School - xxxx://xxx.xxx.xxxxxxx.xxx/ ARTICLE# TITLE PAGE# Preamble 2 Article 1 Association Rights 2 Article 2 Board-Administration-Association Relationship and Procedures 4 Article 3 Exchange of Proposals 6 Article 4 Professionals Duties and Responsibilities of Paraprofessionals 7 Article 5 Work Assignments 8 Article 6 Annual Appointment 10 Article 7 Selection and Promotion 10 Article 8 Evaluations and Standards 11 Article 9 Procedures for Termination of Employment 11 Article 10 Conferences 12 Article 11 Human Resource File 12 Article 12 Professional Growth 13 Article 13 Sick Leave 14 Article 14 Personal Leave 16 Article 15 Other Leaves 17 Article 16 Grievance Procedures 18 Article 17 Legal Assistance 19 Article 18 Conformity to Law 19 Article 19 Health Insurance 20 Article 20 Retirement Plan 20 Article 21 Salary Schedule 21 Article 22 Seniority Policy 23 Article 23 Compensation for Financial Loss 24 Article 24 Duration of Agreement 25 Appendix A Determination of Negotiating Unit 25 Appendix B Payroll Deduction Authorization 26 Appendix C Bus Aides 26 Appendix D Salary Schedules 27
Service Description 2.1 General
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.
Programming Phase Schematic Design Phase: 2.2.1.3. Design Development Phase:
