Design Year definition

Design Year means the rainfall distribution patterns and recurrence intervals developed to represent conditions expected in a typical or “average” year applied to hydraulic models when modeling existing conditions and alternative control scenarios for the CSS. Design storms are utilized to mimic the event distribution on an annual and seasonal basis resulting in a full Design Year hyetograph. For purposes of the Consent Decree, the Design Year is defined as the design storms which have the depth, peak hourly intensity, duration, and frequency as described in Section 3.3 of the Draft CSS Characterization Report submitted by the Unified Government on May 31, 2015, and restated in Section VII of this IOCP. (This definition replaces the definition of “Design Year” in the Consent Decree.)
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Design Year means the year 10-years after the development’s construction year.
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Examples of Design Year in a sentence

  • Developer shall complete the design of the Project roadways in a manner that meets or exceeds performance requirements shown in Table 11-1 below for both AM and PM Peak Hour DHV for the Design Year.

  • 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 etc.

  • The Design Hour Volumes (DHV) for the Design Year are summarized in Book 2, Section 11.

  • Count Year ADT (2015) 90,800 Construction Year ADT (2026) 102,400 Design Year ADT (2046) 123,500 DHV (2046) 8,600 D% 54.1% Truck% 5.09% Notes: ADT = Average Daily Traffic D% = directional distribution (% of traffic moving in the peak travel direction) DHV = Design Hourly Volume SR = State Route Table 4-6 lists the estimated Traffic Indexes (TIs) and Equivalent Single Axle Loads (ESALs) for 20 years and 40 years after the completion of project construction for the mainline.

  • Design Year Volume(ADT) Useable Bridge Width (Meters) ▇ - ▇▇▇ ▇▇▇ - 2000 2001 - 4000 OVER 4000 Width of approach lanes Width of approach lanes, plus 0.6 m Width of approach lanes, plus 1.2 m Width of approach lanes, plus 1.8 m • Pavement Design and Cross Slope Pavement design for 3-R projects requires a minimum of 8 years of service life.

  • The ICE analysis will account for both Opening Year and Design Year conditions.

  • Future 2046 (Design Year) daily traffic volumes are projected to increase.

  • The Consultant shall determine the future level of service based on the projection of traffic volumes that are expected to occur within ETC plus the expected service life of the project (Design Year).

  • The analysis will include considerations of carbon monoxide (CO) analysis as needed based on the expected traffic data for the Opening and Design Year conditions.

  • Figure 4-3 through Figure 4-7 present the Future 2046 (Design Year) intersection traffic volumes under No-Build and Build Alternatives.