Design Analysis. The Consultant shall design the geometrics for the project using the design standards that are most appropriate, with the proper consideration given to the design traffic volumes, design speed, capacity and levels of service, functional classification, design consistency and driver expectancy, aesthetics, pedestrian and bicycle concerns, ADA requirements, access management, to be consistent with the alignment and typical sections, the type of construction and other design parameters. The design elements shall include, but not be limited to, the horizontal and vertical alignments, lane widths, shoulder widths, cross slopes, borders, side slopes and ditches, lane transitions, superelevation, features of intersections and interchanges, and limited access points. The geometric design developed by the Consultant shall be the engineering solution to a given problem and not merely an adherence to minimum County, ASHTO and/or FDOT standards. The Consultant shall prepare a Typical Section Package that shall include information sufficient for the County to approve overall elements of the roadway improvements related to the typical section. Significant variations along a corridor, or multiple affected roadways, may require multiple typical sections. Information to be included in the typical section package shall include the following elements with dimensions as appropriate: lanes, medians, profile grade point(s), cross-slopes (all elements as appropriate), curb type, shoulders, sidewalk placement relative to curb (or edge of pavement), centerline of construction, right of way, easements, clearing and grubbing limits, and side slopes or retaining walls as appropriate. Other elements to be provided in the package include: type of (but not necessarily thickness of) subgrade stabilization, base course, structural course and friction course (for concrete pavement the concrete is shown in lieu of the latter two items); design speed, recommended posted speed, and traffic volumes (opening and design year). The Consultant shall then prepare a Typical Section Package addressing the proposed section(s) for the mainline (including bridges if applicable) as well as all side streets. The Consultant shall also prepare a Roadway Design Criteria Package utilizing the basic design parameters. This criteria package shall address such items as Roadway Classification, Design Vehicle, Design Year, Design Speed, Horizontal Alignment, Vertical Alignment, Cross Section elements, MOT concept ...
Design Analysis. The contractor shall perform all analysis efforts to produce new data in support of technology development, technology integration, and technology demonstration. These tasks include all analyses required to clearly identify design shortfalls and develop a mature technology concept to eliminate the shortfalls, integrate the new technology unit into the system, and demonstrate the system performance with the new technology unit through flight tests. This includes operational analysis to quantify the requirements, system analysis to allocate the requirements, subsystem analysis to identify technology concepts to eliminate the shortfalls, and cost analysis to assure that the proposed solution is cost-effective. Potential deliverables for Section 3.1.2 shall be IAW DI-MCCR-80700 Computer Software Product End Item, DI-MISC-80711 Scientific and Technical Reports, DI-CMAN-81248A Interface Control Document (ICD), DI-CMAN-80858 Configuration Management Plan, DI-SESS-81002 Developmental Design Drawings, Models & Associated Lists, DI-SDMP-81493 Program Unique Specification Documents, and DI-SESS-81000 Product Drawings, Models & Associated Lists.
Design Analysis. Xxxxx Xxxxxxx will develop bottom liner grading plan alternatives to determine potential cost savings. The bottom liner alternatives will be based on earthfill and infrastructure requirements, hydrologic performance, and airspace for waste disposal. The horizontal dimensions will be based on site development constraints. The vertical dimension will be based on geometric and dewatering constraints. The following tasks are expected to be completed as part of this effort:
Design Analysis. The material may be typewritten, hand-lettered, hand-written, or a combination thereof, provided it is legible.
Design Analysis. X. Xxxxxxxxx plumbing design analysis: system narratives with thorough discussion of domestic water, rainwater, sewer and vent piping systems.
Design Analysis. The material shall be submitted in an electronic format or save on a compact disk (CD).
Design Analysis. X. Xxxxxxxx design analysis: system narratives with thorough discussion of domestic water, rainwater, sewer and vent piping systems. Include proposed material descriptions, sizes and equipment.
Design Analysis. A. Describe the existing electrical distribution system and the changes to be made to the existing system to accommodate the project. Scope of new work to be performed DRAFT
Design Analysis. The design analysis submitted for the 90 % design review submittal shall be in its final form. The design analysis shall include all backup material previously submitted and revised as necessary. All design calculations shall be included. The design analysis shall contain all explanatory material giving the design rationale for any design decisions that are not obvious to reviewers for the Final Drawings and Specifications.
