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A Design Year (2045) Scenario 2 Mitigated capacity analysis was conducted in order to test the effects of <br />the proposed mitigations on the roadway network. The Design Year (2045) Scenario 2 traffic volumes are <br />shown in Exhibit 18. Along with the background changes discussed in §3.1, the mitigation listed above in <br />§5.5 was included in the analysis. <br />Results of the Design Year (2045) Scenario 2 Mitigated capacity analysis are included below in Table 5-4. <br />All intersections operate at an overall LOS D or better during the AM and PM peak hour, with the exception <br />of the previously mentioned Sunset Avenue & Lilac Street roundabout which is anticipated to operate at <br />LOS E during the AM peak hour due to heavy school traffic at this time. While this intersection and the <br />Sunset Avenue corridor as a whole should be monitored for future improvements upon the full buildout of <br />the site, no mitigation is anticipated to be required for Design Year (2045) Scenario 2 conditions. <br />The 95th percentile queueing results from SimTraffic and Rodel were reviewed and all 95th percentile queues <br />are expected to remain within their provided storage bays. The Sunset Avenue & Lilac Street roundabout <br />is anticipated to see extended queues at the southbound approach due to school traffic during the AM peak <br />hour, but the delay of this approach being just over 50s indicates that these queues likely dissipate quickly. <br />No other significant queueing issues are anticipated. The SimTraffic and Rodel analysis reports are <br />included in Appendix B. <br />Table <br />5-5: Design <br />Year (2045) Scenario 2 <br />Mitigated <br />Level of Service <br />Operationsby <br />Movement <br />Intersection <br />Control <br />Approach <br />AM Peak Hour <br />PM Peak Hour <br />Left Through Right <br />Overall* <br />Left Through Right <br />Overal <br />EB <br />C (18.7) <br />C (19.8) <br />Main Street <br />Round- <br />WB <br />A (9.2) <br />C (16.5) <br />& Sunset <br />about <br />B (12.3) <br />C (18.9) <br />Avenue <br />(2x1) <br />NB <br />A (8.2) <br />D (25.0) <br />SB <br />A (8.6) <br />A (7.5) <br />Sunset <br />EB <br />WB <br />A (4.6) <br />- <br />A (6.0) <br />Avenue & <br />Side <br />Robinson <br />Street <br />Stop <br />A (4.6) <br />A (6.0) <br />NB <br />A (1.9) <br />A (1.2) <br />A (2.7) <br />A (1.8) <br />Drive <br />SB <br />A (1.1) <br />A (0.8) <br />Sunset <br />EB <br />WB <br />- <br />A (5.4) <br />A (8.0) <br />Avenue & <br />Side <br />Century <br />Street <br />Stop <br />A (5.4) <br />A (8.0) <br />NB <br />A (1.7) <br />A (0.3) <br />A (2.3) <br />A (0.6) <br />Trail <br />SB <br />A (2.1) <br />A (1.2) <br />EB <br />- <br />Sunset <br />Round- <br />WB <br />A (4.2) <br />A (6.9) <br />Avenue & <br />Lilac Street <br />about <br />A (9.6) <br />NB <br />A (4.5) <br />B (12.6) <br />A (7.0) <br />SB <br />EB <br />A (1.6) <br />A (0.8) <br />A (1.4) <br />A (0.6) <br />Pine Street <br />Side <br />WB <br />A (2.0) <br />A (1.1) <br />A (3.0) <br />A (1.9) <br />A (3.2) <br />& 4th <br />Street <br />A (4.2) <br />A (5.4) <br />Avenue <br />Stop <br />NB <br />A (4.2) <br />A (4.4) <br />A (2.3) <br />A (5.4) <br />A (4.5) <br />A (3.5) <br />SB <br />A (2.0) <br />A (8.0) <br />- <br />A (1.0) <br />Main Street <br />Round- <br />EB <br />A (2.8) <br />A (3.1) <br />WB <br />A (2.1) <br />A (3.7) <br />& 4th <br />about <br />A (3.2) <br />A (3.9) <br />Avenue <br />(2x1) <br />NB <br />A (4.8) <br />A (5.7) <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 183 of 617 <br />