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anticipated at the study area. With the full buildout of Scenario 1, Main Street is generally expected to be <br />over the capacity of a two-lane road and would likely need to be expanded to four lanes. Furthermore, the <br />intersection of Main Street & 41h Avenue does not operate acceptably with side street stop control under <br />Design Year (2045) Scenario 1 conditions. A roundabout is likely the best option at this intersection in the <br />long term. SimTraffic and Rodel queueing results were reviewed, and the intersection of Main Street & 41h <br />Avenue sees excessive side street queueing which causes operational issues at the site access points <br />along 41h Avenue. Furthermore, severe queues are anticipated at all roundabouts along Main Street. <br />Additionally, Sunset Avenue is anticipated to experience heavy traffic during the AM peak hour due to the <br />school traffic at this time. The southbound approach at the Sunset Avenue & Lilac Street roundabout is <br />anticipated to operate at LOS D with long 951h percentile queues (54 vehicles). However, the roundabout <br />operates at an overall LOS C and operations along the corridor are not expected to present an issue. <br />Table 4-4: <br />Design Year (2045) Scenario <br />1 Level <br />of Service <br />Operations <br />by <br />• - <br />Intersection <br />Control <br />Approach <br />AM Peak Hour <br />PM Peak Hour <br />Left Through Right <br />Overall* <br />Left Through Right Overall* <br />EB <br />00 <br />Main Street <br />Round- <br />WB <br />0� <br />& Sunset <br />Avenue <br />about <br />NB <br />A (7.4) <br />� <br />00 <br />A (9.9) <br />Sunset <br />EB <br />WB <br />A (3.8) <br />- <br />Avenue & <br />Side <br />A (4.6) <br />Robinson <br />Street <br />Stop <br />A (3.8) <br />A (1.3) A (4.6) <br />NB <br />A (1.5) <br />A (1.0) <br />A (2.1) <br />Drive <br />SB <br />A (0.5) <br />A (0.7) <br />Sunset <br />EB <br />WB <br />A (4.1) <br />Avenue & <br />Side <br />A (6.4) <br />Century <br />Street <br />Stop <br />A (4.1) <br />A (1.4) A (6.4) <br />NB <br />A (1.7) <br />A (0.6) <br />A (2.5) <br />Trail <br />�_SB <br />A (1.5) <br />A (1.0) <br />EB <br />- <br />- <br />Sunset <br />Round- <br />A (6.1) <br />WB <br />A (4.1) <br />Avenue & <br />about <br />C (21.9) <br />A (8.9) <br />Lilac Street <br />NB <br />A (4.3) <br />B (11.4) <br />SB <br />D (30.1) <br />A (6.4) <br />EB <br />A (2.1) <br />A (1) <br />C (17.5) <br />Pine Street <br />Side <br />WB <br />A (1.6) <br />A (1) <br />& 4th <br />Street <br />A (8.2) <br />Avenue <br />Stop <br />NB <br />A (3.8) <br />A (5.1) <br />A (2.1) <br />A (4.7) A (4.0) <br />A (3.0) <br />SB <br />A (2) <br />A (8.2) <br />- <br />A (1.0) <br />EB <br />A (4.6) <br />A (4.2) <br />A (1.9) <br />Q <br />al 11 <br />Main Street <br />Side <br />D (32.2) C (23.4) <br />C (17.9) <br />WB <br />B (10.8) <br />A (8.7) <br />A (6.2) <br />& 4th <br />Street <br />• • <br />• • <br />Avenue <br />Stop <br />NB <br />SB <br />EB <br />IMLIM#E <br />A(2.3) <br />211111131 <br />A(2.8) <br />A(1) <br />0000 <br />00 <br />4th Avenue <br />Side <br />00 <br />00 <br />WB <br />A (2.1) <br />A (2) <br />A (0.6) <br />& Lilac <br />Street <br />B (14.2) <br />• • <br />Street <br />Stop <br />NB <br />A (3.7) <br />B (12.3) <br />A (2) <br />SB <br />A (9.2) <br />B (14.2) <br />A (6) <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 171 of 617 <br />