Project Implementation Manual The Recipient, through the PCU, shall: (i) take all action required to carry out Parts 1.1, 1.3, 1.4, 2, 3.1(b), 3.2, 3.3 and 4 (ii) of the Project in accordance with the provisions and requirements set forth or referred to in the Project Implementation Manual; (ii) submit recommendations to the Association for its consideration for changes and updates of the Project Implementation Manual as they may become necessary or advisable during Project implementation in order to achieve the objective of Parts 1.1, 1.3, 1.4, 2, 3.1(b), 3.2, 3.3 and 4(ii) of the Project; and (iii) not assign, amend, abrogate or waive the Project Implementation Manual or any of its provisions without the Association’s prior agreement. Notwithstanding the foregoing, if any of the provisions of the Project Implementation Manual is inconsistent with the provisions of this Agreement, the provisions of this Agreement shall prevail and govern.
Project Manual A bound manual prepared by the Design Professional. It includes the Invitation to Bid, Instructions to Bidders, the Bid Form, the Specifications, the General Conditions and Supplementary General Conditions.
Maintenance Manual No later than 60 (sixty) days prior to the Project Completion Date, the Contractor shall, in consultation with the Authority’s Engineer, evolve a maintenance manual (the “Maintenance Manual”) for the regular and preventive maintenance of the Project Highway in conformity with the Specifications and Standards, safety requirements and Good Industry Practice, and shall provide 5 (five) copies thereof to the Authority’s Engineer. The Authority’s Engineer shall review the Maintenance Manual within 15 (fifteen) days of its receipt and communicate its comments to the Contractor for necessary modifications, if any.
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 Upgrade Facilities and System Deliverability Upgrades Connecting Transmission Owner shall design, procure, construct, install, and own the System Upgrade Facilities and System Deliverability Upgrades described in Appendix A hereto. The responsibility of the Developer for costs related to System Upgrade Facilities and System Deliverability Upgrades shall be determined in accordance with the provisions of Attachment S to the NYISO OATT.
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 Level Standards In addition to all other requirements in this Agreement, and in accordance with the Best Claims Practices & Estimating Guidelines, Vendor shall use reasonable and good faith efforts to meet the Service Level Standards set forth below.
Implementation Report Within 150 days after the Effective Date, Ensign Group shall submit a written report to OIG summarizing the status of its implementation of the requirements of this CIA (Implementation Report). The Implementation Report shall, at a minimum, include:
1. the name, address, phone number, and position description of the Compliance Officer required by Section III.A, and a summary of other noncompliance job responsibilities the Compliance Officer may have;
2. the names and positions of the members of the Compliance Committee required by Section III.A;
3. the names and positions of the members of the Board of Directors who are responsible for satisfying the Board of Directors compliance obligations described in Section III.A.3;
4. a copy of Ensign Group’s Code of Conduct required by Section III.B.1;
5. the number of individuals required to complete the Code of Conduct certification required by Section III.B.1, the percentage of individuals who have completed such certification, and an explanation of any exceptions (the documentation supporting this information shall be available to OIG upon request);
6. a summary of all Policies and Procedures required by Section III.B (copies of the Policies and Procedures shall be made available to OIG upon request);
7. the following information regarding each type of training required by Section III.C:
a. a description of such training, including a summary of the topics covered, the length of sessions, and a schedule of training sessions;
b. the number of individuals required to be trained, percentage of individuals actually trained, and an explanation of any exceptions. A copy of all training materials and the documentation supporting this information shall be made available to OIG upon request.
8. a description of the Disclosure Program required by Section III.E;
9. the following information regarding the IRO(s): (a) identity, address, and phone number; (b) a copy of the engagement letter; (c) information to demonstrate that the IRO has the qualifications outlined in Appendix A to this CIA; (d) a summary and description of any and all current and prior engagements and agreements between Ensign Group and the IRO; and (e) a certification from the IRO regarding its professional independence and objectivity with respect to Ensign Group;
10. a description of the process by which Ensign Group fulfills the requirements of Section III.F regarding Ineligible Persons;
11. a list of all of Ensign Group’s locations (including locations and mailing addresses); the corresponding name under which each location is doing business; the corresponding phone numbers and fax numbers; each location’s Medicare and state Medicaid program provider number and/or supplier number(s); and the name and address of each Medicare and state Medicaid program contractor to which Ensign Group currently submits claims;
12. a description of Ensign Group’s corporate structure, including identification of any parent and sister companies, subsidiaries, and their respective lines of business; and
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.
Construction Progress Schedule A schedule indicating proposed activity sequences and durations, milestone dates for receipt and approval of pertinent information, preparation, submittal, and processing of Shop Drawings and Samples, delivery of materials or equipment requiring long-lead time procurement, and proposed date(s) of Material Completion and Occupancy and Final Completion. The schedule will be developed to represent the sixteen or seventeen CSI Specification Divisions. It shall have a minimum number of activities as required to adequately represent to Owner the complete scope of work and define the Project’s critical path and associated activities. If the Project is to be phased, then each individual Phase should be identified from start through completion of the overall Project and should be individually scheduled and described, including any Owner’s occupancy requirements and showing portions of the Project having occupancy priority. The format of the schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, Material Completion and Occupancy Date, final inspection dates, Punchlist, and Final Completion date.
