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Traffic Impact Study <br />Robinson Property <br />List of Figures <br />Figure1 — <br />Project Location............................................................................................................. 2 <br />Figure 2 — <br />Existing Conditions....................................................................................................... <br />4 <br />Figure 3 — <br />Forecast Year 2025 No Build Conditions..................................................................... <br />7 <br />Figure 4 — <br />Forecast Year 2040 No Build Conditions..................................................................... 8 <br />Figure5 — <br />Proposed Site Plan....................................................................................................... <br />11 <br />Figure 6 — <br />Trip Directional Distribution....................................................................................... <br />14 <br />Figure 7 — <br />Forecast Year 2025 Build Conditions: PUD — <br />No Carl Street Connection ................. <br />15 <br />Figure 8 — <br />Forecast Year 2025 Build Conditions: PUD — <br />With Carl Street Connection .............. <br />16 <br />Figure 9 — <br />Forecast Year 2025 Build Conditions: Yield — <br />No Carl Street Connection ................ <br />17 <br />Figure 10 <br />— Forecast Year 2025 Build Conditions: Yield <br />— With Carl Street Connection........... <br />18 <br />Figure 11 <br />— Forecast Year 2040 Build Conditions: PUD <br />— No Carl Street Connection ............... <br />19 <br />Figure 12 <br />— Forecast Year 2040 Build Conditions: PUD <br />— With Carl Street Connection............ <br />20 <br />Figure 13 <br />— Forecast Year 2040 Build Conditions: Yield <br />— No Carl Street Connection .............. <br />21 <br />Figure 14 <br />— Forecast Year 2040 Build Conditions: Yield <br />— With Carl Street Connection........... <br />22 <br />Figure 15 <br />— Roundabout Capacity Analysis — Year 2040 <br />— PUD Concept Plan .......................... <br />29 <br />Figure 16 <br />— Roundabout Capacity Analysis — Year 2040 <br />— Yield Plan ........................................ <br />30 <br />List of Tables <br />Table 1 — <br />Roadway Characteristics................................................................................................. 3 <br />Table 2 — <br />Intersection Characteristics............................................................................................. <br />3 <br />Table 3 — <br />Level of Service Criteria................................................................................................. <br />5 <br />Table 4 — <br />Existing Traffic Operations Analysis............................................................................. <br />6 <br />Table 5 — <br />Year 2025 No Build Traffic Operations Analysis.......................................................... <br />9 <br />Table 6 — <br />Year 2040 No Build Traffic Operations Analysis.......................................................... <br />9 <br />Table 7 — <br />Trip Generation Estimates............................................................................................ <br />12 <br />Table 8 — <br />Year 2025 Build Traffic Operations Analysis: PUD — <br />No Carl ................................... <br />23 <br />Table 9 — <br />Year 2025 Build Traffic Operations Analysis: PUD — <br />With Carl ................................ <br />24 <br />Table 10 <br />— Year 2025 Build Traffic Operations Analysis: Yield <br />— No Carl ................................ <br />24 <br />Table 11 <br />— Year 2025 Build Traffic Operations Analysis: Yield <br />— With Carl ............................. <br />25 <br />Table 12 <br />— Year 2040 Build Traffic Operations Analysis: PUD <br />— No Carl ................................. <br />26 <br />Table 13 <br />— Year 2040 Build Traffic Operations Analysis: PUD <br />— With Carl .............................. <br />27 <br />Table 14 <br />— Year 2040 Build Traffic Operations Analysis: Yield <br />— No Carl ................................ <br />27 <br />Table 15 <br />— Year 2040 Build Traffic Operations Analysis: Yield <br />— With Carl ............................. <br />28 <br />Table 16 <br />— Carl Street Connection Peak Hour Volume Impacts .................................................. <br />31 <br />Table 17 <br />— Turn Lane Storage Lengths vs. Anticipated Queues .................................................. <br />32 <br />ALL IANT <br />Alliant No. 221-0180.1 H <br />June 30, 2022 <br />