PROJECT SCOPE DESCRIPTION Sample Clauses

PROJECT SCOPE DESCRIPTION. The project scope will consist of preparation of the contract plans, specifications, and cost estimates for the replacement of Xxxxxxxx Road (FAS 028) structure over the Piscasaw Creek and roadway reconstruction from Station 203+00± to Station 210+00± along Xxxxxxxx Road and 210± feet along Xxxxxxx Road with a total length of approximately 910 ft. All work for this project will be in English units. The Xxxxxxxx Road bridge over Piscasaw Creek, SN 056-3010, is located in Chemung Township within XxXxxxx County. Relative to a major arterial, the project is located approximately 2.9 miles west of US 14 and 3.5 miles north of IL-173. The existing bridge is a two span, 42’-8” for each span with 85’-8” abutments (b-b), zero degree skew. It carries two 12’-3” lanes and two 1’-3” curbs with a total width of 27’-0”. The existing superstructure consists of nine 21” deep x 36” prestressed precast concrete deck beams with a bituminous overlay. The proposed structure will provide for 12’ lanes in each direction with a 8’-4” shoulder on both sides of the bridge. A 1’-8” curb section will be provided on both bridge fascias with Wyoming 2-Tube Steel Railing (TL-4) mounted on each curb section. The total improvement width of the structure will be 44’-0” out to out. Standard bridge approach pavement cast with sidewalk will be provided at each end of the proposed bridge. The total length of the bridge structure will be 92’-8” back to back of abutments. A 30’-0” standard approach slab will be installed on either side of the abutments. The proposed bridge will by a three span bridge to reduce the profile and right-of-way impacts and will include the extension of the two 72” CMP culverts at approximately Sta. 209+30.
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PROJECT SCOPE DESCRIPTION. The project scope will consist of preparation of the contract plans, specifications, and cost estimates for the replacement of Blivin Street (FAS 1239) structure over the Nippersink Creek and roadway reconstruction from Station 211+61 ± to Station 215+70± along Blivin Street with a total length of approximately 450 ft. All work for this project will be in English units. The existing bridge (S.N. 056-3024) is approximately 151’8” long (back to back of abutments). It carries two 13’-0” lanes, two 6’-0” sidewalks and a 4’-0” median with a total width of 42’-0”. The existing bridge is a three span, 50’-0” for each span with 151’-8” abutments (b-b). The existing superstructure consists of nine 21” deep x 48” prestressed precast concrete deck beams with a bituminous overlay. The proposed structure (S.N. 056-3191) will provide for 12’ lanes in each direction with a 1’-0” shoulder, along with 5’-7” sidewalks on both sides of the bridge. A 1’-0” wide concrete bridge rail, sidewalk mounted, will be provided on both bridge fascias. The total improvement width of the structure will be 39’-6” out to out. Standard bridge approach pavement cast with sidewalk will be provided at each end of the proposed bridge. The total length of the bridge structure will be 158’-8” back to back of abutments. A 30’-0” standard approach slab will be installed on either side of the abutments.
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PROJECT SCOPE DESCRIPTION. The scope of design services shall include all Civil, Architectural, Structural, Mechanical and Electrical design as needed to provide a coordinated set of drawings and specifications sufficient for construction. The deliverables are planned in 3 tasks as follows: 35% Design Pre-design, Programming and Concept Development 65% Design Development of the plans and specifications 95% Design Final Construction Documents for review and Sealed Bid Documents
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PROJECT SCOPE DESCRIPTION. The Eastern Sierra Towns to Trails Plan (Trails Plan), submitted by the Eastern Sierra Council of Governments (ESCOG), is a planning project that will develop a regional trails plan to create a multi-use network of trails, which will connect Eastern Sierra communities to each other and to public lands throughout the region. The project spans the Sierra Nevada Conservancy’s (SNC) East Subregion, from northern Alpine County, through Mono County, to southern Inyo County. The Trails Plan will be completed on land managed by multiple entities, including the Humboldt-Toiyabe National Forest, Inyo National Forest, Bureau of Land Management, and others. The Trails Plan was conceptualized and developed by the SNC-funded Sustainable Recreation and Tourism Initiative, an effort that gathered project ideas through regional recreation stakeholder engagement. It has also been identified by the Eastern Sierra Sustainable Recreation Partnership (ESSRP) as one of their top-eight-priority projects and will be a collaborative planning effort among ESSRP members. Through data collection and engagement with regional stakeholders, the Trails Plan will use existing public lands system trails as a baseline for the development of desired trail alignments and identify connectivity gaps that may require new infrastructure. The Trails Plan will also identify environmental planning needs and opportunities for on-the-ground implementation projects. The outcome of the Trails Plan will be a collaboratively developed plan for trail alignments that connect Eastern Sierra gateway communities to each other, as well as connecting the general public to the recreation opportunities and the public lands of the region. The Trails Plan will support the SNC Strategic Plan in multiple ways. It will assess conditions, existing resources, needs, and opportunities by collecting data on the current trail infrastructure, developing potential alignments, and identifying environmental planning needs. It will support and promote recreation, tourism, and economic development in the Eastern Sierra by creating connections between gateway communities and public land recreation opportunities. It will also help build capacity and partnerships with the ESCOG and ESSRP members. The Trails Plan supports Proposition 68 by creating opportunities for access to recreation, investing in trail networks and infrastructure as a cost-effective way to promote physical activity, and by utilizing recommendations from the region...
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PROJECT SCOPE DESCRIPTION. The Division requires an array of services in the following functions; across all the maintenance functions, across all project Management Function, Outage Management Function, Operating and Commissioning function, and Technical Training functions. The service provider/s is expected to deliver a program that will have a positive impact on the stations Energy availability Factor (EAF) and subsequent reduction in Unit Capability Loss Factor (UCLF). The scope of work entails the provision of in depth technical support services in the following functions at the power station. The functional areas are based on the skills mix that Eskom perceive that there are gaps. However this is not an exhaustive list.
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PROJECT SCOPE DESCRIPTION. MPS contemplates using Infor CloudSuite applicant tracking system (“ATS”) and desires to have Contractor configure an integration (the “Integration”) such that MPS can initiate requests for Contractor’s services from within the ATS platform. It is understood that the Integration will support the following services offered by Contractor: Background Investigations.
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Related to PROJECT SCOPE DESCRIPTION

  • Project Description In two or three brief sentences, provide a concise description of your exhibition. Include the subject matter, type of objects to be included (paintings, sculpture, manuscripts, etc.), those responsible for organizing the exhibition, and catalogue author(s).

  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout 76A Single Lane / Level 1 76 0.00 Ending 0.70

  • Project Scope The physical scope of the Project shall be limited to only those capital improvements as described in Appendix A of this Agreement. In the event that circumstances require a change in such physical scope, the change must be approved by the District Committee, recorded in the District Committee's official meeting minutes, and provided to the OPWC Director for the execution of an amendment to this Agreement.

  • Site Description {Buyer Comment: Provide a legal description of the Site, including the Site map.}

  • 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.

  • Service Description 2.1 General

  • 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.

  • 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, peaches, cotton, pistachio, potatoes, table tomatoes, industrial tomatoes, grapes, kiwi) 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.

  • Project Plan Development of Project Plan Upon the Authorized User’s request, the Contractor must develop a Project Plan. This Project Plan may include Implementation personnel, installation timeframes, escalation procedures and an acceptance plan as appropriate for the Services requested. Specific requirements of the plan will be defined in the RFQ. In response to the RFQ, the Contractor must agree to furnish all labor and supervision necessary to successfully perform Services procured from this Lot. Project Plan Document The Contractor will provide to the Authorized User, a Project Plan that may contain the following items: • Name of the Project Manager, Contact Phone Numbers and E-Mail Address; • Names of the Project Team Members, Contact Phone Numbers and E-Mail Address; • A list of Implementation milestones based on the Authorized User’s desired installation date; • A list of responsibilities of the Authorized User during system Implementation; • A list of designated Contractor Authorized Personnel; • Escalation procedures including management personnel contact numbers; • Full and complete documentation of all Implementation work; • Samples of knowledge transfer documentation; and • When applicable, a list of all materials and supplies required to complete the Implementation described in the RFQ. Materials and Supplies Required to Complete Implementation In the event that there are items required to complete an Implementation, the Contractor may request the items be added to its Contract if the items meet the scope of the Contract. Negotiation of Final Project Plan If the Authorized User chooses to require a full Project Plan, the State further reserves the right for Authorized Users to negotiate the final Project Plan with the apparent RFQ awardee. Such negotiation must not substantively change the scope of the RFQ plan, but can alter timeframes or other incidental factors of the final Project Plan. The Authorized User will provide the Contractor a minimum of five (5) business days’ notice of the final negotiation date. The Authorized User reserves the right to move to the next responsible and responsive bidder if Contractor negotiations are unsuccessful.

  • SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.

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