Preliminary Geometric Project Layout Sample Clauses

The Preliminary Geometric Project Layout clause defines the initial arrangement and dimensions of a project's physical features, such as roads, buildings, or infrastructure, before detailed design begins. This clause typically outlines the basic alignments, spatial relationships, and key reference points that will guide subsequent design and construction phases. By establishing a clear geometric framework early in the project, it helps ensure that all stakeholders have a common understanding of the project's scope and layout, reducing the risk of costly design changes or miscommunication later in the process.
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Preliminary Geometric Project Layout. The Engineer shall develop a preliminary geometric project layout (Layout) for the full length of the project to be reviewed and approved by the State prior to the Engineer proceeding with the 30% milestone submittal package. The Layout must consist of a planimetric file of existing features and the proposed improvements within the existing and any proposed ROW. The Layout must also include the following features: existing and proposed ROW, existing and proposed horizontal and vertical alignment and profile grade line, cross culverts, lane widths, cross slopes, ditch slopes, pavement structure, clear zone, dedicated right turn lanes, corner clips, retaining walls (if applicable) guard rail (if applicable), and water surface elevations for various rainfall frequencies, etc. Existing major subsurface and surface utilities must be shown on the Layout. The Engineer shall develop the proposed alignment to avoid the relocation of existing utilities as much as possible. The Engineer shall consider Americans with Disabilities Act (ADA) requirements when developing the Layout. The Layout must be prepared in accordance with the current Roadway Design Manual. The Engineer shall provide horizontal and vertical alignment of the project layout in English units for main lanes and cross streets. Minor alignment alternatives must be considered to provide for an optimal design. The project layout must be coordinated with the State and adjacent Engineers, if any. The Engineer shall also provide proposed and existing typical sections with the profile grade line (PGL), lane widths, cross slopes, ROW lines, ditch shapes, pavement structures and clear zones depicted, etc. Prior to proceeding with the final preliminary geometric layout the Engineer shall also present to the State for review and approval, alternatives for the design (e.g. flush or raised curb median) with recommendations and cost estimates for each alternative. The Engineer shall also attend all necessary meetings to discuss the outcome of the evaluations of the study.
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Preliminary Geometric Project Layout. The Engineer shall develop a preliminary geometric project layout (Layout) for the full length of the project to be reviewed and approved by the State prior to the Engineer proceeding with the 30% milestone submittal package. The Layout shall consist of a planimetric file of existing features and the proposed improvements within the existing and any proposed ROW. The Layout shall also include the following features: existing and proposed ROW, existing and proposed horizontal and vertical alignment and profile grade line, cross culverts, lane widths, cross slopes, ditch slopes, pavement structure, clear zone, dedicated right turn lanes, corner clips, retaining walls (if applicable) guard rail (if applicable), and water surface elevations for various rainfall frequencies, etc. Existing major subsurface and surface utilities shall be shown. The proposed alignment shall avoid as much as possible the relocation of existing utilities. The Engineer shall consider Americans with Disabilities Act (ADA) requirements when developing the layout. The Layout shall be prepared in accordance with the current Roadway Design Manual. The Engineer shall provide horizontal and vertical alignment of the project layout in English units for main lanes and cross streets. Minor alignment alternatives will be considered to provide for an optimal design. The project layout must be coordinated with the State and adjacent Engineers, if any. The Engineer shall also provide proposed and existing typical DocuSign Envelope ID: 719137B1-7E3D-42BC-8A29-9D6AE732CB6A sections with the profile grade line (PGL), lane widths, cross slopes, ROW lines, ditch shapes, pavement structures and clear zones depicted, etc. Design Alternatives: Prior to proceeding with the final preliminary geometric layout the Engineer shall also present to the State for review and approval, alternatives for the design with recommendations and cost estimates for each alternative. The Engineer will also attend all necessary meetings to discuss the outcome of the evaluations of the study.
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Preliminary Geometric Project Layout. The Engineer shall develop a preliminary geometric project layout for the full length of the project to be reviewed and approved by the State prior to the Engineer proceeding with the 30% milestone submittal package. • Plan and Profile sheets for main lane widening. • Existing and proposed typical sections for proposed and existing roadway and structure. • The Engineer shall develop an earthwork analysis to determine cut and fill quantities and provide final design cross sections at 100 feet intervals. • The Engineer shall incorporate the pavement design developed by the State for this project. If the pavement design is not available, the State may request the Engineer to perform pavement design and submit to State for review and approval. DRAINAGE DESIGN FUNCTION CODE (161)
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Preliminary Geometric Project Layout. The Engineer shall develop a preliminary geometric project layout (Layout) and a preliminary 3D model if requested by the State, for the full length of the project to be reviewed and approved by the State prior to the Engineer proceeding with the 30% milestone submittal package.
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Related to Preliminary Geometric Project Layout

  • 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.

  • Information Systems Acquisition Development and Maintenance a. Client Data – Client Data will only be used by State Street for the purposes specified in this Agreement.

  • Final Project Report The Grantee must submit Exhibit F, Final Project Report Form, prior to requesting final payment. The Final Project Report may be submitted in lieu of the final quarterly status report, only in instances where the next quarterly report falls after the project’s completion date.

  • Project 3.01. The Recipient declares its commitment to the objectives of the Project. To this end, the Recipient shall carry out the Project in accordance with the provisions of Article IV of the General Conditions.

  • Project Summary The main objective of the LIFE GAIA Sense project is to demonstrate gaiasense, an innovative “Smart Farming” (SF) solution that aims at reducing the consumption of natural resources, as a way to protect the environment and support Circular Economy (CE) models. More specifically, this project will launch 18 demonstrators across Greece, Spain and Portugal covering 9 crops (olives, peach, cotton, pistachio, potato, table tomatoes, industrial tomatoes, grapes, kiwi, walnut) in various terrain and microclimatic conditions. They will demonstrate an innovative method, based on high-end technology, which is suitable for being replicated and will be accessible and affordable to Farmers either as individuals or collectively through Agricultural Cooperatives. Moreover, LIFE GAIA Sense aims to promote resource efficiency practices in SMEs of the agricultural sector and eventually, contribute to the implementation of the Roadmap to a Resource Efficient Europe. This project will demonstrate a method on how the farmer will be able to decide either to use or avoid inputs (irrigation, fertilizers, pesticides etc.) in a most efficient way, without risking the annual production. The focus is on the resource consumption reduction side of CE, and the results will be both qualitatively and quantitatively, considering the resources’ efficiency in agricultural sector.