Appendix D Traffic Impact Analysis - westplainseis.com

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5.6 Trip Reductions and Net New Trips The following table shows a summary of the various trip types associated with this project. Table 10. ALTERNATIVE 1- PM Peak Hour Trips by Land Use, Phase and Type Land Use Total Trips Shared Trips External Trips Pass-by Trips New Trips Phase 1 – 2012 Quality Restaurant 69 29 40 18 22 Retail - Shopping Center 854 208 646 174 472 Casino/Hotel 1,427 208 1,219 51 1,168 Med/Dent Office 131 48 83 0 83 General Office 91 0 91 0 91 Police Station 19 0 19 0 19 Subtotal 2,591 493 2,098 243 1,855 Phase 2 – 2015 Quality Restaurant 135 57 78 34 44 Retail (Shopping Center & Specialty) 1,107 272 835 184 651 Casino/Hotel 1,772 272 1,500 63 1,437 Med/Dent Office 131 49 82 0 82 General Office 91 0 91 0 91 Police Station 19 0 19 0 19 Subtotal 3,255 650 2,605 281 2,324 Phase 3 - 2019 (Buildout) Quality Restaurant 135 57 78 34 44 Retail (Shopping Center & Specialty) 1,367 324 1,043 254 789 Casino/Hotel 2,091 324 1,767 75 1,692 Commercial 131 49 82 0 82 General Office 91 0 91 0 91 Police Station 19 0 19 0 19 Subtotal 3,834 754 3,080 363 2,717 Note: PH1 Pass-By Trips Capped at 243, PH2 Pass-By trips Capped at 281, PH3 Pass-By trips Capped at 363 West Plains Development – Spokane Tribe Page | 48 Traffic Impact Analysis April 28, 2011
Land Use Table 11. ALTERNATIVE 2- PM Peak Hour Trips by Land Use, Phase and Type Total Trips Shared Trips External Trips Pass-by Trips New Trips Phase 1 – 2012 Quality Restaurant 69 29 40 18 22 Retail (Shopping Center & Specialty) 854 208 646 174 472 Casino 1,427 208 1,219 51 1,168 Commercial 131 48 83 0 83 General Office 91 0 91 0 91 Police Station 19 0 19 0 19 Subtotal 2,591 493 2,098 243 1,855 Note: PH1 Pass-By Trips Capped at 243 Land Use Table 12. ALTERNATIVE 3- PM Peak Hour Trips by Land Use, Phase and Type Total Trips Shared Trips External Trips Pass-by Trips New Trips Phase 1 – 2012 Quality Restaurant 149 63 86 18 68 Retail (Shopping Center & Specialty) 1,107 93 1,014 225 789 Hotel 199 93 106 0 106 Commercial 131 50 81 0 81 General Office 91 0 91 0 91 Police Station 19 0 19 0 19 Bowling Alley 159 0 159 0 159 Multipurpose Recreational Facility 200 0 200 0 200 Subtotal 2,055 299 1,756 243 1,513 Note: PH1 Pass-By Trips Capped at 243 West Plains Development – Spokane Tribe Page | 49 Traffic Impact Analysis April 28, 2011
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APPENDIX D TRAFFIC IMPACT ANALYSIS
Page 4 and 5: TABLE OF CONTENTS 1. EXECUTIVE SUMM
Page 6 and 7: Table 7. Alternative 1 - PM Peak Ho
Page 8 and 9: • 10,480-square-foot Tribal Cultu
Page 10 and 11: Hwy. 2 / Hayford Rd. S 2012 - Phase
Page 12 and 13: Hwy 2 / Lundstrom: Restripe and wid
Page 14 and 15: 2032 Alternative 2 Mitigations (in
Page 16 and 17: Table ES- 2. Operational Analysis S
Page 18 and 19: Table ES- 4. Operational Analysis S
Page 20 and 21: INTERSECTION MITIGATION - ALTERNATI
Page 22 and 23: MITIGATION-ALT 2, CONTINUED 2012 PM
Page 24 and 25: MITIGATION-ALT 3, CONTINUED INTERSE
Page 26 and 27: • 41,633-square-foot commercial d
Page 28 and 29: Project Site J 908 N. Howard St. St
Page 30 and 31: J Map from Friedmutter Group, Decem
Page 32 and 33: 2.5 Methodology The weekday PM peak
Page 34 and 35: 2.7 Applicable Standards, Policies
Page 36 and 37: 3. EXISTING CONDITIONS 3.1 Street N
Page 39: 3.5 Traffic Volumes The bulk of int
Page 42: Pipeline Project Description and As
Page 46: 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 56: 5.7 Trip Distribution (Proposed Pro
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 102 and 103: APPENDIX A TRAFFIC COUNT DATA Appen
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PROJECT: West Plains Development DA
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1 PROJECT: DAVID EVANS and ASSOCIAT
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PROJECT: Project Location INTERSECT
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Pipeline (Year 2012) Int. # INTERSE
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APPENDIX C TRIP GENERATION/INTERNAL
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TRIP GENERATION LAND USE: SHOPPING
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TRIP GENERATION LAND USE: Quality S
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TRIP GENERATION LAND USE: POLICE ST
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ITE Multi-Use Project Internal Capt
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APPENDIX E SYNCHRO WORKSHEETS Appen
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HCM Unsignalized Intersection Capac
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HCM Signalized Intersection Capacit
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APPENDIX E4 YEAR 2019 EXISTING PLUS
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APPENDIX E6 ALTERNATIVE 1 YEAR 2015
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YEAR 2032 SYNCHRO WORKSHEETS Append
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APPENDIX F SIDRA ANALYSIS WORKSHEET
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MOVEMENT SUMMARY Craig Rd./Hwy. (YE
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INTERSECTION SUMMARY Craig Rd./Hwy.
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QUEUE DISTANCE Largest 95% Back of
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INTERSECTION SUMMARY Middle Dwy./Hw
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MOVEMENT SUMMARY Middle Dwy./Hwy. (
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MOVEMENT SUMMARY Craig Rd./Hwy. 902
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YEAR 2032 SIDRA ANALYSIS WORKSHEETS
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MOVEMENT SUMMARY Craig Rd./6th Ave.
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MOVEMENT SUMMARY Craig Rd./Dwy. Nor
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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 - Middle
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8 Hour-100%-Minimum Volume - SR-902
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8 Hour-100%-Minimum Volume - SR-902
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ADDENDUM TO TRAFFIC IMPACT ANALYSIS
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overall site plan would not be sign
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In lieu of the various mitigations
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Project Proportional Share: 29.8% F
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Hwy 2 / Fairchild AFB: Modify signa
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Attachment B: Two Roundabout Access
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Attachment C: Operational Analysis
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LEVEL OF SERVICE SUMMARY West Dwy./
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MOVEMENT SUMMARY West Dwy./Hwy. (YE
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MOVEMENT SUMMARY West Dwy./Hwy. (YE
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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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MOVEMENT SUMMARY West RB 2032 Alt.3
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LEVEL OF SERVICE SUMMARY Middle Dwy
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LEVEL OF SERVICE SUMMARY Craig Rd./
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Appendix D Traffic Impact Analysis - westplainseis.com

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