Laserfiche WebLink
Table 5-1: Opening Year (2030) Scenario 2 Traffic <br />Land Use DescriptionDailyIntensit <br />In <br />Out <br />•, <br />Out <br />•, <br />LUC 210 - Single -Family <br />650 Units <br />6,130 <br />114 <br />341 <br />455 <br />385 <br />226 <br />611 <br />Detached Housing <br />LUC 215 - Single -Family <br />350 Units <br />3,301 <br />61 <br />184 <br />245 <br />207 <br />122 <br />329 <br />Attached Housing <br />LUC 220 - Multifamily Low <br />90 Units <br />607 <br />9 <br />27 <br />36 <br />29 <br />17 <br />46 <br />Rise Residential <br />LUC 821 - Shopping Plaza <br />30 kSF <br />2,010 <br />32 <br />20 <br />52 <br />76 <br />79 <br />156 <br />Total Site Trips (Opening Year) <br />12,047 <br />216 <br />572 <br />788 <br />697 <br />444 <br />1,142 <br />Table 5-2 provides a summary of trip generation for Scenario 2. Based on the trip generation calculation, <br />the proposed development is anticipated to generate 32,193 daily trips, including 2,029 total trips during <br />the AM Peak Hour (543 entering and 1,487 exiting), and 2,806 total trips during the PM Peak Hour (1,702 <br />entering, 1,104 exiting). <br />Table <br />5-2: Scenario <br />2 Development <br />Trip <br />Generation <br />Land Use Description <br />DailyIntensity <br />Units <br />In <br />Out <br />• <br />Out <br />• <br />LUC 210 - Single Family <br />1,500 <br />14,145 <br />263 <br />788 <br />1,050 <br />888 <br />522 <br />1,410 <br />Detached Housing <br />Units <br />LUC 215 - Single Family <br />900 Units <br />6,480 <br />108 <br />324 <br />432 <br />303 <br />210 <br />513 <br />Attached Housing <br />LUC 220 - Low Rise <br />1,100 <br />7,414 <br />106 <br />334 <br />440 <br />353 <br />208 <br />561 <br />Residential <br />Units <br />LUC 821 - Shopping <br />62 kSF <br />4,154 <br />67 <br />41 <br />107 <br />158 <br />164 <br />322 <br />Plaza <br />Total Site Trips <br />32,193 <br />543 <br />1,487 <br />2,029 <br />1,702 <br />1,104 <br />2,806 <br />5.3. DIRECTIONAL DISTRIBUTION <br />The estimated distribution of site -generated traffic on the surrounding roadway network was developed <br />based on a review of the roadway network, area development pattern, and access to the proposed <br />development. The anticipated global distribution of passenger vehicle site traffic to the Scenario 2 <br />development is anticipated to be the same as Scenario 1. The expected global traffic patterns are as follows: <br />• 35% to/from west on Main Street <br />• 25% to/from south on Sunset Avenue <br />• 20% to/from south on Lake Drive <br />• 10% to/from east on Lilac Street <br />• 5% to/from north on Lake Drive <br />• 5% to/from east on Main Street <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 177 of 617 <br />