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<br />J. Project Conditions <br />Site traffic is the traffic that will be generated by the proposed development. Trip generation rates shall be <br />based on trip generation methodology in the latest version of the "Trip Generation Manual" by the ITE. <br />When approved by the District Engineer, available local infonnation may be substituted with appropriate <br />documentation. The District Engineer may coordinate the analysis of the site trip generation with the <br />Division Traffic Engineer. Trip generation reduction factors, such as pass-by traffic and internal capture, <br />shall be justified. Total traffic is to be re-calculated after site traffic is generated. All trip generation <br />calculations and supporting documentation shall be included in the report appendix. Project traffic analysis <br />shall include any roadway network improvements that wil\.be in place by the project build-out year, or <br />stage in development, if appropriate. Any improvements planned by others shall be identified as such and <br />documentation describing the improvements, the entity that is to implement the improvements, and the <br />schedule for such improvements, shall be provided. <br /> <br />K. Roadway Network Improvements <br />The applicant shall be required to identify mitigation improvements to the roadway network if.at least one <br />of the following conditions exists when comparing base network conditions to project conditions: <br />. The total average delay at an intersection or individual approach increases by 25% or greater; <br />. The Level of Service (LOS) degrades by at least one level; <br />Or the Level of Service (LOS) is an "F." <br /> <br />For turning lanes, mitigation improvements shall be identified when the analysis indicates that the 95th <br />percentile queue exceeds the storage capacity of the existing lane. The District Engineer will be responsible <br />for final determination of mitigation improvements required to be constructed by the applicant. <br /> <br />L. ConclusionslRecommendations <br />This section of the TIA shall sunnoarize the findings of the analysis, identify all potential intersections or <br />roadway segments that will be at an unacceptable level of service as identified in Section J, and shall <br />identify all proposed improvements to mitigate potential problems. This includes a description of all ofthe <br />improvements that the developer shall construct (or fund) as part of the development proposal. <br />Improvements to roadway segments and intersections not innoediately adjacent to the project site may be <br />required if significant traffic impacts are identified. <br /> <br />M. Supporting Information <br />The applicant shall provide all supporting infonnation to the District Engineer and Cabarrus County. This <br />infonnation may include but is not limited to the following: <br />. traffic volumes; <br />. analysis reports; <br />. signal warrant analysis; <br />. documentation of approved developments or proposed roadway improvements by others; <br />. and analysis data and output. <br /> <br />In lieu of printed pages, electronic copies of supporting data may be submitted. The submitted infonnation <br />may include data from traffic analysis, traffic volume, or signal warrant analysis software packages. If . <br />submitted, both input data and output reports shall be included. Data files should be named to facilitate <br />identification of the contents. <br /> <br />All plans may be submitted electronically, with the exception that a copy of the proposed site plan must be <br />printed and included with the application. If so provided, the plans must be in a format approved by the <br />District Engineer and Cabarrus County. <br /> <br />N Final Submittal information <br />Once the TIA is approved by NCDOT and Cabarrus County, one (1) electronic copy of the entire TIA on <br />CD and one (1) paper copy of the TIA shall be submitted to the Cabanus County Planning Department for <br />the project file. <br /> <br />f-I(a-) <br /> <br />Page 4 of6 <br />