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<br />Northwest Main – Lino Lakes, MN <br />Traffic Impact Analysis │ June 2025 <br />24 <br /> <br />Table 5-1: Opening Year (2030) Scenario 2 Traffic <br />Land Use Description Intensity <br />/ Units Daily AM Peak Hour PM Peak Hour <br />In Out Total In Out Total <br />LUC 210 – Single-Family <br />Detached Housing 650 Units 6,130 114 341 455 385 226 611 <br />LUC 215 – Single-Family <br />Attached Housing 350 Units 3,301 61 184 245 207 122 329 <br />LUC 220 – Multifamily Low <br />Rise Residential 90 Units 607 9 27 36 29 17 46 <br />LUC 821 – Shopping Plaza 30 kSF 2,010 32 20 52 76 79 156 <br />Total Site Trips (Opening Year) 12,047 216 572 788 697 444 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 5-2: Scenario 2 Development Trip Generation <br />Land Use Description Intensity / <br />Units Daily AM Peak Hour PM Peak Hour <br />In Out Total In Out Total <br />LUC 210 - Single Family <br />Detached Housing <br />1,500 <br />Units 14,145 263 788 1,050 888 522 1,410 <br />LUC 215 - Single Family <br />Attached Housing 900 Units 6,480 108 324 432 303 210 513 <br />LUC 220 - Low Rise <br />Residential <br />1,100 <br />Units 7,414 106 334 440 353 208 561 <br />LUC 821 - Shopping <br />Plaza 62 kSF 4,154 67 41 107 158 164 322 <br />Total Site Trips 32,193 543 1,487 2,029 1,702 1,104 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 />Page 205 of 679