Newberg Dundee Bypass Tier 2 Draft Environmental Impact Statement

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TABLE OF CONTENTS (Continued) LIST OF FIGURES Figure ES-1. General Proposed Project Location ......................................................... ES-2 Figure ES-2. Build Alternative, Segments 1 and 2 ........................................................ ES-8 Figure ES-3. Build Alternative, Segment 3 .................................................................... ES-9 Figure ES-4. Build Alternative, Segment 4 .................................................................. ES-10 Figure ES-5. Build Alternative, Segment 5 .................................................................. ES-11 Figure ES-6. Build Alternative, Segments 6 and 7 ...................................................... ES-12 Figure ES-7. Build Alternative, Segments 8.1 and 8.1A ............................................. ES-13 Figure 1.1-1. General Proposed Bypass Project Location .............................................. 1-2 Figure 1.3-1. Bypass Approved Corridor ......................................................................... 1-4 Figure 1.4-1. Bypass Approved Corridor and Areas Outside the Bypass Approved Corridor ................................................................................................... 1-6 Figure 2.2-1. Build Alternative Segments ........................................................................ 2-5 Figure 2.2-2. Build Alternative – Segment 1: Dayton Interchange .................................. 2-8 Figure 2.2-3. Build Alternative – Segment 2: Dayton Interchange to Dundee UGB ..... 2-10 Figure 2.2-4. Build Alternative and Design Options – Segments 3 and 4: Dundee UGB to East Dundee Interchange, Design Options: 3.A, 3.A2, and 4.1 ................................................................................................. 2-13 Figure 2.2-5. Build Alternative and Design Options – Segments 3 and 4: Dundee UGB to East Dundee Interchange, Design Options: 3.A, 3.A2, and 4.2 ................................................................................................. 2-14 Figure 2.2-6. Build Alternative and Design Options – Segments 3 and 4: Dundee UGB to East Dundee Interchange, Design Options: 3.B, 3.B2, and 4.1 ................................................................................................. 2-15 Figure 2.2-7. Build Alternative and Design Options – Segments 3 and 4: Dundee UGB to East Dundee Interchange, Design Options: 3.B, 3.B2, and 4.2 ................................................................................................. 2-16 Figure 2.2-8a. Build Alternative and Design Options – Segments 5 and 6: West Newberg to Oregon 219 Interchange, Design Options 5.1C.2 and 5.1D.2 ................................................................................................. 2-19 Figure 2.2-8b. Build Alternative and Design Options – Segments 5 and 6: West Newberg to Oregon 219 Interchange, Design Options 5.2D .................. 2-20 Figure 2.2-9. Build Alternative and Design Options – Segment 7: East Newberg to East Newberg Interchange, Segment 8.1: East Newberg Interchange, Segment 8.1A: Rex Hill, Design Option 7.4C ......................................... 2-22 Figure 2.2-10. Build Alternative and Design Options – Segment 7: East Newberg to East Newberg Interchange, Segment 8.1: East Newberg Interchange, Segment 8.1A: Rex Hill, Design Option 7.5C ......................................... 2-23 Figure 3.1-1. ADT at Count Locations (from September 2005 Counts) .......................... 3-9 Figure 3.1-2. Count Intersections .................................................................................. 3-10 Newberg Dundee Bypass Tier 2 DEIS Table of Contents vii
TABLE OF CONTENTS (Continued) Figure 3.1-3. Hourly Volumes for Oregon 99W at Quarry Road (from September 2005 Counts) .......................................................................................... 3-11 Figure 3.1-4. Study Intersections................................................................................... 3-19 Figure 3.2-1. Comprehensive Plan Designations – Segment 1: Dayton Interchange ... 3-27 Figure 3.2-2. Comprehensive Plan Designations – Segment 2: Dayton Interchange to Dundee UGB ...................................................................................... 3-28 Figure 3.2-3. Comprehensive Plan Designations – Segments 3 and 4: Dundee UGB to East Dundee Interchange, Design Options: 3.A, 3.A2, and 4.1 ......... 3-29 Figure 3.2-4. Comprehensive Plan Designations – Segments 3 and 4: Dundee UGB to East Dundee Interchange, Design Options: 3.A, 3.A2, and 4.2 ......... 3-30 Figure 3.2-5. Comprehensive Plan Designations – Segments 3 and 4: Dundee UGB to East Dundee Interchange, Design Options: 3.B, 3.B2, and 4.1 ......... 3-31 Figure 3.2-6. Comprehensive Plan Designations – Segments 3 and 4: Dundee UGB to East Dundee Interchange, Design Options: 3.B, 3.B2, and 4.2 ......... 3-32 Figure 3.2-7. Comprehensive Plan Designations – Segments 5 and 6: West Newberg to Oregon 219 Interchange, Design Options: 5.1C.2, 5.1D.2, 5.2D ............................................................................................ 3-33 Figure 3.2-8. Comprehensive Plan Designations – Segment 7: East Newberg to East Newberg Interchange, Segment 8.1: East Newberg Interchange, Segment 8.1A: Rex Hill, Design Option: 7.4C ........................................ 3-34 Figure 3.2-9. Comprehensive Plan Designations – Segment 7: East Newberg to East Newberg Interchange, Segment 8.1: East Newberg Interchange, Segment 8.1A: Rex Hill, Design Option: 7.5C ........................................ 3-35 Figure 3.3-1. Potential Property Acquisitions – Segment 1: Dayton Interchange ......... 3-70 Figure 3.3-2. Potential Property Acquisitions – Segment 2: Dayton Interchange to Dundee UGB .......................................................................................... 3-74 Figure 3.3-3. Potential Property Acquisitions – Segment 3: Dundee UGB to East Dundee Interchange, Design Option: 3.A ............................................... 3-75 Figure 3.3-4. Potential Property Acquisitions – Segment 3: Dundee UGB to East Dundee Interchange, Design Option: 3.A2 ............................................. 3-77 Figure 3.3-5. Potential Property Acquisitions – Segment 3: Dundee UGB to East Dundee Interchange, Design Option: 3.B ............................................... 3-78 Figure 3.3-6. Potential Property Acquisitions – Segment 3: Dundee UGB to East Dundee Interchange, Design Option: 3.B2 ............................................. 3-79 Figure 3.3-7. Potential Property Acquisitions – Segment 4: East Dundee Interchange, Design Option: 4.1 ............................................................. 3-82 Figure 3.3-8. Potential Property Acquisitions – Segment 4: East Dundee Interchange, Design Option: 4.2 ............................................................. 3-83 Figure 3.3-9. Potential Property Acquisitions – Segment 5: West Newberg to Oregon 219 Interchange, Design Options: 5.1C.2 and 5.1D.2 .............. 3-91 Figure 3.3-10. Potential Property Acquisitions – Segment 5: West Newberg to Oregon 219 Interchange, Design Option: 5.2D ...................................... 3-92 viii Newberg Dundee Bypass Tier 2 DEIS Table of Contents
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Newberg Dundee Bypass Tier 2 Draft Environmental Impact Statement

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