Schematic Sample Clauses

Schematic. 1. Engineer will utilize 30% Schematic provided by TxDOT to begin design on the project.
Sample 1
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Schematic. For the selected design alternative, schematic design will be prepared. Architectural building preliminary plan and elevation will be prepared. The site plan will locate facility outlines, confirm working grade, and provide preliminary storm water run-off plans. Confirmation of traffic patterns and material flow on site will be included. Mechanical design will advance such that power demands are calculated. electrical overall one-line and power plan, and the routing of underground utilities will be established. Discipline design criteria will be completed as well as the scale specification. We have assumed that the existing topographic mapping of the site will be sufficient for design and that no geotechnical investigations are required. The results of the pre-design and schematic design will be incorporated into a Master Improvement Plan. This will document the pre-design activities conducted and the rationale for the selected case. Elements of the schematic design will be reviewed for grouping into phased development packages, which may be executed independently. For these packages, cost estimates appropriate to the design will be prepared. Based upon construction sequencing requirements and County prioritization, a phased construction plan will be prepared. The Master Improvement Plan will be submitted in draft form and upon receipt of review and comment, submitted in final form. Although the Master Plan will be organized such that work may be released in a phased manner, it is assumed that the entire project will be released upon issuance of the Master Plan. Issuance of the final Master Improvement Plan will complete the schematic design phase.
Sample 1

Related to Schematic

  • 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.

  • Layout a. Estimate and quantity sheet

  • Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. The term "Specifications" shall also include all written matter in the Project Manual or on the drawings and any Addenda or Change Orders thereto.

  • Physical Architecture 59.2.1 CenturyLink's network architecture in any given local exchange area and/or LATA can vary markedly from another local exchange area/LATA. Using one or more of the NIMs herein, the Parties will agree to a physical architecture plan for a specific LATA, or if appropriate based on other requirements in Section 59, Local Calling Area. The physical architecture plan, as described in the Local Interconnection POI Profile, will be discussed during joint implementation planning. CLEC and CenturyLink agree to Interconnect their networks through existing and/or new Interconnection Facilities between CLEC switch(es) and CenturyLink's End Office Switch(es) and/or Tandem Switch(es). The physical architecture plan will be in accordance with Forecasting and Planning requirements in Article IV.

  • Schematic Design Phase INDICATE IN STATEMENT OF WORK “NOT APPLICABLE” IF SECTION IS NOT APPLICABLE

  • 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.)

  • Drawings and Specifications 9.1 A complete list of all Drawings that form a part of the Contract Documents are to be found as an index on the Drawings themselves, and/or may be provided to Developer and/or in the Table of Contents.

  • General specifications 6.1.1. A vehicle and its electrical/electronic system(s) or ESA(s) shall be so designed, constructed and fitted as to enable the vehicle, in normal conditions of use, to comply with the requirements of this Regulation.

  • Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. m3 7 15 Suspended Slabs. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:

  • Schematic Design See Section 2, Part 1, Article 2.1.4, Paragraph 2.1.4.2.

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