Appendix D Traffic Impact Analysis - westplainseis.com

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Appendix A: Traffic Count Data Appendix B: Pipeline Projects Appendix C: Trip Generation/Internal Capture Worksheets Appendix D: Project Trips Appendix E: Synchro Worksheets Appendix F: Sidra Analysis Worksheets Appendix G: Signal Warrants Appendices
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APPENDIX D TRAFFIC IMPACT ANALYSIS
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TABLE OF CONTENTS 1. EXECUTIVE SUMM
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Table 7. Alternative 1 - PM Peak Ho
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• 10,480-square-foot Tribal Cultu
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Hwy. 2 / Hayford Rd. S 2012 - Phase
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Hwy 2 / Lundstrom: Restripe and wid
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2032 Alternative 2 Mitigations (in
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Table ES- 2. Operational Analysis S
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Table ES- 4. Operational Analysis S
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INTERSECTION MITIGATION - ALTERNATI
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MITIGATION-ALT 2, CONTINUED 2012 PM
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MITIGATION-ALT 3, CONTINUED INTERSE
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• 41,633-square-foot commercial d
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Project Site J 908 N. Howard St. St
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J Map from Friedmutter Group, Decem
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2.5 Methodology The weekday PM peak
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2.7 Applicable Standards, Policies
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3. EXISTING CONDITIONS 3.1 Street N
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3.5 Traffic Volumes The bulk of int
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Pipeline Project Description and As
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4.4 Operational Analysis and Level
Page 50 and 51: 5. TRIP GENERATION and DISTRIBUTION
Page 52 and 53: 5.3 Trip Generation - Alternative 2
Page 54 and 55: 5.6 Trip Reductions and Net New Tri
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Page 65: 6.1.2 ALTERNATIVE 1 - 2015 Phase 2
Page 69 and 70: 6.1.4 ALTERNATIVE 1 - MITIGATION Th
Page 71 and 72: Listed below are improvements recom
Page 73: 6.1.5 ALTERNATIVE 2 - 2012 Buildout
Page 76 and 77: MITIGATION-ALT 2, CONTINUED 2012 PM
Page 79 and 80: 6.1.8 ALTERNATIVE 3 - MITIGATION Th
Page 81 and 82: The Spokane Tribe should work with
Page 87 and 88: Table 22. Level of Service for 2032
Page 89 and 90: Alternative 3 is projected to gener
Page 91 and 92: 2032 Alternative 2 Mitigations:
Page 93 and 94: 8. CONCLUSIONS Based upon the techn
Page 95 and 96: 9. RECOMMENDATIONS Mitigation recom
Page 97 and 98: Hwy 2 / Hayford: Optimize signal ti
Page 99: Hwy 2 / Fairchild AFB: Modify signa
Page 103 and 104: PROJECT: West Plains Development DA
Page 113 and 114: 1 PROJECT: DAVID EVANS and ASSOCIAT
Page 115 and 116: APPENDIX B PIPELINE PROJECTS Append
Page 117 and 118: Int. # INTERSECTION EASTBOUND WESTB
Page 119 and 120: Int. # INTERSECTION EASTBOUND WESTB
Page 121 and 122: Existing Traffic Volumes + Pipeline
Page 123 and 124: TRIP GENERATION LAND USE: Casino AL
Page 125 and 126: TRIP GENERATION LAND USE: MEDICAL-D
Page 127 and 128: TRIP GENERATION LAND USE: GENERAL O
Page 129 and 130: TRIP GENERATION LAND USE: Casino TR
Page 135 and 136: TRIP GENERATION LAND USE: HOTEL TRI
Page 141 and 142: TRIP GENERATION LAND USE: Bowling A
Page 143 and 144: ITE Multi-Use Project Internal Capt
Page 145 and 146: ITE Multi-Use Project Internal Capt
Page 147: APPENDIX D PROJECT TRIPS Appendices
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APPENDIX E1 EXISTING CONDITIONS App
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HCM Unsignalized Intersection Capac
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HCM Signalized Intersection Capacit
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APPENDIX E2 YEAR 2012 EXISTING PLUS
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APPENDIX E3 YEAR 2015 EXISTING PLUS
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APPENDIX E5 ALTERNATIVE 1 YEAR 2012
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APPENDIX E8 ALTERNATIVE 2 YEAR 2012
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INTERSECTION SUMMARY Craig Rd./Hwy.
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QUEUE DISTANCE Largest 95% Back of
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MOVEMENT SUMMARY Craig Rd./Hwy. (YE
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MOVEMENT SUMMARY Middle Dwy./Hwy. (
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INTERSECTION SUMMARY Middle Dwy./Hw
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MOVEMENT SUMMARY Craig Rd./Hwy. 902
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INTERSECTION SUMMARY Craig Rd./6th
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INTERSECTION SUMMARY Craig Rd./Dwy.
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APPENDIX G SIGNAL WARRANTS Appendic
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8 Hour-100%-Minimum Volume - Craig-
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8 Hour-100%-Minimum Volume - Craig-
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8 Hour-100%-Minimum Volume - Middle
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8 Hour-100%-Minimum Volume - SR-902
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Background/Introduction This docume
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consideration. Certain preferred im
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HWY 2 / West Site Access: B/11.0
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(Note the proportional share respon
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Attachment A: Two Roundabout Site A
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Scenario 2012 Alt. 1, PH 1 2015 Alt
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Attachment C: Operational Analysis
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MOVEMENT SUMMARY West Dwy./Hwy. (YE
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LEVEL OF SERVICE SUMMARY West Dwy./
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LEVEL OF SERVICE SUMMARY West Dwy./
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LEVEL OF SERVICE SUMMARY West RB 20
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MOVEMENT SUMMARY West RB 2032 Alt.1
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LEVEL OF SERVICE SUMMARY West RB 20
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LEVEL OF SERVICE SUMMARY Middle Dwy
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Appendix D Traffic Impact Analysis - westplainseis.com

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