Preliminary Engineering Design. Geosyntec will perform an initial layout of the Xxxxxx Road re-alignment with input from the ECWSD. The new road alignment will accommodate appropriate buffering from the Expansion Site wetland resources identified in Subtask 1.2. Geosyntec will prepare a preliminary drawing set, consisting of up to four sheets (10% design level) to depict the Xxxxxx Road re-alignment, proposed landfill cell areas, conceptual waste fill grading plan, stormwater management ponds, leachate management areas and additional landfill infrastructure including gas piping, leachate forcemain piping, and internal roadway network. Geosyntec will use the preliminary site layout to quantify potential impacts to environmentally sensitive resources including the CE.
Preliminary Engineering Design. Geosyntec will assume that a 300-acre suitable development site exists in Escambia County meeting FDEP Class I landfill siting criteria. The landfill footprint should be able to accommodate a minimum of 25-years of disposal capacity. Based on our experience with the ECWSD Perdido Landfill (300+ acre site, 120 acres of disposal footprint), this is likely to be close to 100 acres of disposal footprint. Geosyntec will also assume a relatively flat topography and rectangular geometry for the parcel footprint for purposes of estimating disposal volume. Geosyntec will prepare a conceptual drawing set, consisting of up to four sheets (10% design level) to depict proposed landfill cell areas, conceptual waste fill grading plan, stormwater management ponds, leachate management areas and additional landfill infrastructure including gas piping, leachate forcemain piping, groundwater monitoring well network, and internal roadway network.
Preliminary Engineering Design. Estimate landfill acquisition costs (provide a range of costs)
Preliminary Engineering Design. The preferred concept selected under the previous study will be developed to a preliminary (30% design) level. The preferred alternative is anticipated to consist of Articulated Concrete Block Mat (ACBM) placement (or equivalent product) along the inner harbor shoreline, an artificial reef system, a rock breakwater system, a groin, beneficial use xxxxx area, and vegetated slope protection along the Harbor peninsula shoreline. The preferred concept selected from Task 3 will be developed to a preliminary (30% design) level. The proposed rubble mound and groin cross-section geometry and orientation will be sized for stability during a 25-year event. The cross-section(s) will be developed based on the stable stone size and coastal processes. The proposed beneficial use xxxxx area will be designed to integrate into the existing shoreline behind the area of protection. Numerical modeling will be conducted to inform the design of the proposed structures. Provider will utilize modeling results from Task 3. Extreme storm wave conditions are required for use in development of the design of coastal structures. A numerical wave model (SWAN, or similar) will be developed to simulate wave generation and transformation to the project shoreline, and wave analysis will be conducted to develop a statistically representative characterization of the wave climate that drives shoreline morphology. Waves from extreme storm events will also be generated at the project. We assume that extreme storm of a 25-yr return period will be evaluated. Provider will develop a preliminary opinion on probably construction cost for capital and maintenance requirements. Preliminary level plans will be developed for the preferred alternative designs. The results of this preliminary design will be developed into a technical memorandum and presentation. Provider will hold a video conference call with the GLO and project partners to discuss the results.
Preliminary Engineering Design. The preferred concept selected under the previous study will be developed to a preliminary (30% design) level. The preferred alternative consists of a rock breakwater system and a beach and dune nourishment. This task includes an upland borrow source investigation along with preliminary design of the project features.
Preliminary Engineering Design. 30% SUBMITTAL)
Preliminary Engineering Design. The Grantee will provide scale maps or scale aerial photography of existing conditions at a scale of one inch = 100 to 500 feet depending on complexity of location. Since the Project is primarily oriented towards track rehabilitation, the FRA may determine that a sufficiently annotated set of track charts will be sufficient for adequately defining the work limits for the Project elements instead of scaled drawings. For supplementary alterations, the track charts may require additional details including scaled drawings of minor reconfigurations and enhancements. • If the determination is made by the FRA that scale design plans are needed for the Project improvements, the Grantee will prepare scale drawings overlaid on maps/photography showing existing right-of-way limits along with railroad ownership; proposed track changes including removals and installations; track centers, track speeds, turnout sizes curve and spiral data; vertical profiles and grades of existing and proposed construction; typical cross sections to scale showing the proposed work to existing conditions for each change in track configuration and at other locations requiring retaining walls or right-of-way acquisitions; public and private at-grade crossings; passenger stations, building(s), platforms, parking, access to primary highway system in the area, and public transit services and facilities. • For complex or dense track configurations, the Grantee will prepare drawings of existing and proposed signal design; and the drawings will include route and aspect charts, preliminary block design, and signal equipment locations. • Design submittals should include a title sheet identified with a drawing revision number or date; an index identifying various plan sheets comprising the drawing set; a legend of symbols or abbreviations. • The Grantee will obtain signature approval of the preliminary engineering cover sheet by all stakeholders impacted by the proposed track configuration. • The Grantee will provide an updated budget upon completion of preliminary engineering, including the unit costs for each task below, the professional services broken out by discipline (e.g. design and project administration), and the project contingency. • Upon FRA approval of the Preliminary Engineering Design, the grantee will advance the Preliminary Engineering into Final Design. Upon completion of Final Design, the Final Design plans will be submitted to FRA for acceptance. • The Grantee will provide an upda...
Preliminary Engineering Design. The Process Controls Group will develop the Process Controls Design Basis for the new ImClone facility. They will review the P&ID's to ensure compliance and accordance with the design basis. They will prepare the Instrument Index, prepare specifications and assist in obtaining instrument pricing for the estimate. The Process Controls Group will develop the required in-line and offline specifications to support the project scope and form a basis of the cost estimate. In addition, they will also provide the necessary input of the in-line and off-line instrument data into the electronic 3D Cad Model database and validate that the instruments database is complete, correct and current over the life of the Project. All activities are to be performed concurrently as much as is practical. [KVAERNER(TM) LOGO] SCOPE OF WORK COMMERCIAL FACILITY DATE: NOVEMBER 26, 2001 IMCLONE SYSTEMS INCORPORATED REV.: E BRANCHBURG, NJ PAGE: 10 OF 29 --------------------------------------------------------------------------------
Preliminary Engineering Design. The Mechanical Group will be responsible for preparing preliminary specifications for all process and utility equipment. The group will assist purchasing in obtaining vendor quotes. They will be responsible for tabulating all equipment costs for the project cost estimate. All activities are to be performed concurrently as much as is practical.
Preliminary Engineering Design. The Architectural Group will prepare a basis of design, including all site development studies, drawings and renderings required for planning board submittal. They will issue the building floor plans, elevations, and section drawings, the site plan and details, and the architectural cover sheet drawing, for planning board submittal and approval. Architectural finishes, and door frame hardware will also be initially specified and issued for ImClone's approval and as a "Basis of Estimate". The group will also prepare people, equipment and material flow diagrams. They will co-ordinate the landscape planning and drawings for the inclusion in the Planning Board Submittal Package. All activities are to be performed concurrently as much as is practical. [KVAERNER(TM) LOGO] SCOPE OF WORK COMMERCIAL FACILITY DATE: NOVEMBER 26, 2001 IMCLONE SYSTEMS INCORPORATED REV.: E BRANCHBURG, NJ PAGE: 13 OF 29 --------------------------------------------------------------------------------
