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<br /> <br />and 19 afternoon peak hour trips would be making a southbound left-turn out of the driveway. <br />These trips were added to the westbound left-turn volumes at the intersection of Mabury Street <br />& 17th Street. The two study intersections with modified Project traffic were analyzed under <br />Future with Project Conditions (Year 2019). As shown in Table 9, under Future with Project <br />Conditions with the long-range landscape median plan, the two study intersections are <br />anticipated to continue to operate at a LOS C or better during the morning and afternoon peak <br />hours. The additional left turns at each study intersection during the morning and afternoon <br />peak hour trips would not cause a significant impact at either study intersection and, therefore, <br />no mitigation measures are required. <br /> <br /> <br />PROPORTIONATE SHARE <br /> <br />As described previously, the Project would not result in significant impacts at any of the study <br />intersections, but would be responsible to make a fair-share contribution toward the future <br />improvement and signalization of Mabury Street & 17th Street. To calculate the Project’s <br />proportionate share of added traffic to the future year, the Project traffic was divided over the <br />projected growth intersection traffic volumes, during both the morning and afternoon peak <br />hours. <br /> <br />At the intersection, the Project is anticipated to add 16 vehicles during the morning peak hour <br />and 32 vehicles during the afternoon peak hour. The projected growth on the intersection was <br />determined by subtracting the Future with Project traffic volumes from the Existing traffic <br />volumes. The projected growth on the intersection is 325 morning vehicles and 375 afternoon <br />vehicles. Thus, the Project would contribute to as much as 8.5% (32 vehicles divided by 375 <br />vehicles) of total projected growth on the intersection. <br /> <br /> <br />241-85