Equipment and Software To use the Mobile Remote Deposit Services, you must obtain and maintain at your expense, compatible equipment and software that we may specify from time to time.
Schematic Design Phase 1.2.1 Based on the mutually agreed upon Program of Requirements, Amount Available for the Construction Contract and the Project Schedule, the Architect/Engineer shall prepare sufficient alternative approaches utilizing BIM for design and construction of the Project to satisfy Owner’s project requirements and shall, at completion of this phase, submit Schematic Design Documents derived from the model in accordance with the BIM Execution Plan, “Facility Design Guidelines” and any additional requirements set forth in Article 15. The Architect/Engineer shall review alternative approaches to design and construction for the Project as they are being modeled at intervals appropriate to the progress of the Project with the Owner and Construction Manager at the Project site or other location specified by the Owner within the State of Texas. The Architect/Engineer shall utilize the model(s) to support the review process during Schematic Design. The Architect/Engineer shall provide the Construction Manager with a compact disc containing documents and data files derived from the model to assist the Construction Manager in fulfilling its responsibilities to the Owner.
1.2.2 Architect/Engineer shall provide all services necessary to perform the services of this phase (preparation of model(s), relevant data, decision support model views and Schematic Design Documents) including, without limitation, unless otherwise approved by Owner, the preparation and prompt delivery of all items specified in the BIM Execution Plan and “Facility Design Guidelines”.
1.2.3 Architect/Engineer shall work closely with Owner in preparation of schematic drawings and shall specifically conform to Owner’s requirements regarding aesthetic design issues.
1.2.4 The Architect/Engineer shall review the Estimated Construction Cost prepared by the Construction Manager, and shall provide written comments.
1.2.5 Before proceeding into the Design Development Phase, the Architect/Engineer shall obtain Owner’s written acceptance of the Schematic Design documents and approval of the Architect/Engineer’s preliminary Estimated Construction Cost and schedule.
1.2.6 The Architect/Engineer shall participate in a final review of the Schematic Design Documents and model(s) with the Owner and Construction Manager at the Project site or other location specified by Owner in the State of Texas. Prior to the Owner’s approval of the Schematic Design Documents, the Architect/Engineer shall incorporate such changes as are necessary to satisfy the Owner’s review comments, any of which may be appealed for good cause.
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.
Maintenance and Support Services If this Agreement is for IT goods or services, this section applies: Unless otherwise specified in this Agreement: The Contractor shall promptly provide the Court with all Upgrades, including without limitation: (i) all Upgrades generally made available by Contractor to its other customers; (ii) Upgrades as necessary so that the Work complies with the Specifications and Applicable Law (including changes in Applicable Law); (iii) Upgrades as necessary so that the Work operates under new versions or releases of the Court’s operating system or database platform; and (iv) all on-site services necessary for installation of Upgrades. Without limiting any other obligation of Contractor under this Agreement, Contractor represents and warrants that it will maintain services, equipment, software or any other part of the Work so that they operate in accordance with their Specifications and Documentation; and The Contractor shall respond to the Court within four (4) hours after the Court reports a Technical Support Incident (such hours all occurring during Standard M&S Hours) to Contractor. DELIVERY, ACCEPTANCE, AND PAYMENT Delivery. Contractor shall deliver to the Court the Deliverables in accordance with this Agreement, including the Statement of Work. Unless otherwise specified by this Agreement, Contractor will deliver all goods purchased by the Court “Free on Board Destination Freight Prepaid” to the Court at the address and location specified by the Court. Title to all goods purchased by the Court vests in the Court upon payment of the applicable purchase price. Contractor will bear the risk of loss for any Work being delivered until received by the Court at the proper location. All shipments by Contractor or its Subcontractors must include packing sheets identifying: this Agreement number, the Court’s purchase order number, item number, quantity and unit of measure, part number and description of the goods shipped, and appropriate evidence of inspection, if required. Goods for different Agreements shall be listed on separate packing sheets.
Schematic Design See Section 2, Part 1, Article 2.1.4, Paragraph 2.1.4.2.
Schematic Design Documents In accordance with the approved Preliminary Design and Construction Schedule and based upon approval of and comments made by the Owner regarding the Concept Design Studies, the Design Professional shall prepare and submit to the Owner Schematic Design Documents, including drawings and outline specifications. These documents shall represent a further development of the approved design concept, providing additional detail and specificity regarding the intended design solution. Typically, all such documents shall be drawn to scale, indicating materials and assemblies, as appropriate, to convey the design intent and to illustrate the Project’s basic elements, scale and relationship to the Site. All major pieces of furniture and equipment to be fixed or supplied by the CM/GC shall be illustrated to scale. (See ASTM Standard Practice E 1804-02, August 2007, Sections 6.3, 8.2 and 8.3 for guidance on information which is generally developed in Schematic Design.)
000 SCOPE OF WORK 5. 100 The scope of this Agreement covers all work of a maintenance, repair and renovation nature, assigned by the Owner to the Company and performed by the employees of the Company covered by this Agreement, within the limits of the Owner's plant site.
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.
General Scope of Work The Scope of Work and projected level of effort required for these SERVICES is described in Exhibit “A” attached hereto and by this reference made a part of this AGREEMENT. The General Scope of Work was developed utilizing performance based contracting methodologies.
Statement of Work The Statement of Work to which Grantee is bound is incorporated into and made a part of this Grant Agreement for all purposes and included as Attachment A.
