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NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis January 2022 30 TABLE 25: HORIZON YEAR (2040) BUILD SCENARIO 2 MITIGATED PM LOS SUMMARY Intersection Control Approach Operations by Movement Overall Intersection Left Through Right Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Ideal Avenue N & 34th Street N Signal EB 48.8 D 28.5 C 6.4 A 34.6 C WB 49.7 D 39.6 D 8.1 A NB 46.8 D 31.2 C 19.4 B SB 29.6 C 44.6 D 28.4 C Ideal Avenue N & 32nd Street N/Site Access 2 Side Street Stop EB 29.2 D - - 7.9 A 29.2 D WB - - - - 18.5 C NB 7.8 A 6.2 A 0.8 A SB 11.7 B 7.1 A 6.9 A Ideal Avenue N & 31st Street N/Site Access 3 Side Street Stop EB 16.5 C - - 5.9 A 16.5 C WB 15.0 B - - 8.1 A NB 5.5 A 2.0 A 2.0 A SB 5.5 A 1.2 A 0.9 A Ideal Avenue N & Stillwater Boulevard N All - Way Stop EB 25.5 D 28.9 D 5.8 A 17.3 C WB 17.2 C 22.3 C 11.5 B NB 16.0 C 21.2 C 6.2 A SB 20.4 C 12.9 B 5.5 A 34th Street N & Jamaca Avenue N Round- about EB 5.5 A 8.9 A 4.2 A 7.4 A WB 6.8 A 9.6 A 3.3 A NB 7.5 A 10.9 B 4.3 A SB 4.5 A 7.6 A 1.9 A Ideal Avenue N & 36th Street N Side Street Stop EB 19.5 C - - 6.5 A 19.5 C WB 17.2 C - - - - NB 7.8 A 2.3 A 2.2 A SB - - 1.4 A 0.2 A 34th Street N & Site Access 1 Side Street Stop EB 10.0 A 3.6 A 2.9 A 24.7 C WB - - 1.4 A 1.5 A NB 18.1 C - - 9.7 A SB 24.7 C - - 9.1 A Based on the analysis, all study intersections are expected to operate at LOS D or better during the AM & PM peak hours. Under Opening Year (2025) Build Scenarios 1-3, all intersection movements are anticipated to operate at LOS D or better. 34th Street N & site access 1 has acceptable side street delays with the addition of dedicated turn lanes on the side streets in the peak hours, but the intersection should be monitored as development occurs to determine if a signal is required. The 95th percentile queues were reviewed at the study intersections. All 95th percentile queues for the movements are anticipated to be accommodated within their respective storage bays, except the 95th percentile queue of the northbound left turn at the intersection of 34th Street N & Ideal Avenue N which extends approximately 120 feet past the provided storage bay in the pm peak hour. If these volumes are realized, it may be necessary to restripe the northbound approach to include a longer storage capacity, however it is anticipated this can be done within the existing cross section.