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.
Access Toll Connecting Trunk Group Architecture 9.2.1 If CSTC chooses to subtend a Verizon access Tandem, CSTC’s NPA/NXX must be assigned by CSTC to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 CSTC shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from CSTC’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office CSTC utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow CSTC’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.
General specifications For the purpose of this Regulation, the vehicle shall fulfil the following requirements:
Alternate Work Schedules Workweeks and work shifts of different numbers of hours may be established for overtime-eligible employees by the Employer in order to meet business and customer service needs, as long as the alternate work schedules meet federal and state law. When there is a holiday, employees may be required to switch from their alternate work schedules to regular work schedules.
DAF Specifications Developer shall submit initial specifications for the DAF, including System Protection Facilities, to Connecting Transmission Owner and NYISO at least one hundred eighty (180) Calendar Days prior to the Initial Synchronization Date; and final specifications for review and comment at least ninety (90) Calendar Days prior to the Initial Synchronization Date. Connecting Transmission Owner and NYISO shall review such specifications to ensure that the DAF are compatible with the technical specifications, operational control, and safety requirements of the Connecting Transmission Owner and NYISO and comment on such specifications within thirty (30) Calendar Days of Developer’s submission. All specifications provided hereunder shall be deemed to be Confidential Information.
Additional Work If changes in the work seem merited by Consultant or the City, and informal consultations with the other party indicate that a change is warranted, it shall be processed in the following manner: a letter outlining the changes shall be forwarded to the City by Consultant with a statement of estimated changes in fee or time schedule. An amendment to this Agreement shall be prepared by the City and executed by both Parties before performance of such services, or the City will not be required to pay for the changes in the scope of work. Such amendment shall not render ineffective or invalidate unaffected portions of this Agreement.
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
Construction Methods 3.1 The Contractor shall provide all tools, equipment, materials, labor and work for the excavation and removal of the unsuitable subgrade soils and their subsequent replacement with the specified backfill soils as directed by the Owner’s representative. All work under this item shall be performed in a safe and workmanlike manner. 3.2 All work shall be performed in accordance with DelDOT Standard Specifications Section 821. 3.3 Following the removal of existing pavements, the Owner’s representative will review the exposed subgrade and provide recommendations for the undercutting of unsuitable subgrade materials as required. The depth and extent of undercut excavation, if required, will be determined by the Owner’s representative at the time of excavation. 3.4 All excavated materials shall become the property of the Contractor and be removed from the site at the completion of the project at no additional expense to the Owner. 3.5 Undercut excavations should be backfilled with graded aggregate. Backfill shall be placed in loose lifts not exceeding 8 inches thick. Each lift should be compacted with at least 3 passes of a minimum 5-ton, walk-behind or self-propelled vibratory roller when the size of the area permits, or with a vibrating plate mechanical compactor for smaller areas. Lift thickness shall be reduced to 6 inch loose lift when using a vibratory plate compactor. 3.6 The Contractor shall take precautions as necessary to minimize the potential for disturbance or softening of the pavement subgrade materials from inclement weather or construction traffic. As a minimum, this shall include the placement of backfill on the same day as the excavation. Any soft areas which develop shall be undercut and replaced with graded aggregate at no additional cost to the Owner. 3.7 Where undercutting is performed, the geotextile fabric shall be installed. The fabric should be pulled tight and lapped a minimum of 12 inches.
Service Specification The Parties have agreed upon the scope and specification of the Services provided under this Service Agreement in the Service Specification.
NETWORK INTERCONNECTION METHODS 3.1 The Interconnection provided herein may not be used solely for the purpose of originating a Party’s own interexchange traffic.
