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FIGURES <br />Figure 1: Proposed Future Business Park Development Location 3 <br />Figure 2.1: Existing Traffic Volumes 6 <br />Figure 2.2: Existing Traffic Volumes (with Overpass) 7 <br />Figure 3: 2040 No -Build Traffic Volumes 13 <br />Figure 4: Trip Generation Zones 16 <br />Figure 5: Trip Distribution Map 17 <br />Figure 6.1: 2040 Build Traffic Volumes (Alternative 1A: High School) 18 <br />Figure 6.2: 2040 Build Traffic Volumes (Alternative 1B: K-12 Schools) 19 <br />Figure 6.3: 2040 Build Traffic Volumes (Alternative 2: Business Park) 20 <br />Figure 6.4: 2040 Build Traffic Volumes (Alternative 3: Low Density Residential)21 <br />TABLES <br />Table 1: Level of Service Criteria 4 <br />Table 2: 2015 Existing Traffic Operations Analysis 8 <br />Table 3: 2015 Existing Traffic Operations Analysis (with Overpass) 8 <br />Table 4: 2040 No -Build Future Traffic Operations Analysis 11 <br />Table 8: 2040 Build Operations Analysis (Alternative 1A: High School) 22 <br />Table 9: 2040 Build Operations Analysis (Alternative 1B: K-12 Schools) 22 <br />Table 10: 2040 Traffic Operations Analysis (Alternative 2: Business Park) 23 <br />Table 11: 2040 Build Operations Analysis (Alternative 3: LD Residential) 23 <br />Table 12: Development Intersection Operations Analysis 24 <br />Table 13: Operations Analysis with River Crossing 25 <br />Table 14: 2030 (50% Development) Operations Analysis 27 <br />APPENDIX <br />Appendix A- TH 10 & Armstrong Boulevard Overpass Layout 28 <br />Appendix B- Traffic Volumes 29 <br />Appendix C- Crash Reports 30 <br />Appendix D- Trip Generation For Future Business Park Development 31 <br />Appendix E- Trip Generation For COR Development 32 <br />Appendix F- Operations Analysis (Available Upon Request) 33 <br />Prepared by: Bolton & Menk, Inc. — R16.109828 Table of Contents <br />Future Business Park <br />