Appendix D Traffic Impact Analysis - westplainseis.com

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MITIGATION-ALT 2, CONTINUED 2012 PM Peak BG + Alt2- INTERSECTION Buildout 2032 PM Peak BG + Alt2- Buildout Hwy. 2 / -- LOS = E Fairchild AFB Delay = 75.8 Optimized Signal Timing, Add NB Lt turn bay and WB through lane Craig Rd. / 6th Ave. Add NB Right turn bay -- -- -- LOS = D Delay = 50.6 CM = WB Lt LOS = E Delay = 42.6 CM = WB Lt LOS = D Delay = 28.5 Hwy. 2 / CM = SBL CM = SBL Dwy. Middle LOS = F LOS = F Signalized Roundabout Delay = * Delay = * LOS = C LOS = D Delay = 31.1 Delay = 46.8 LOS = A LOS = E Delay = 9.8 Delay = 65.8 West Plains Development – Spokane Tribe Page | 16 Traffic Impact Analysis April 28, 2011
Table ES- 7. MITIGATION-ALT 3 INTERSECTION 2012 PM Peak BG + Alt3 2032 PM Peak BG + Alt3 Hwy. 2 / CM = NBLTR CM = NBLTR Craig Rd. LOS = F LOS = F Signalized Roundabout Delay = * Delay = * LOS = C LOS = F Delay = 28.2 Delay = 90.3 LOS = A LOS = D Delay = 7.1 Delay = 42.8 Hwy. 2 / CM = NBLTR CM = NBLTR Lundstrom St. LOS = E LOS = F Hwy. 2 / Lawson St. Add NB/SB Right turn lanes Add EB/WB Right Turn Lanes Eliminate N/S left turns Delay = 42.0 Delay = 406.5 CM = NBLT R LOS = E CM = NBLTR LOS = F Delay = 37.2 Delay = 246.7 CM = NB Rt -- LOS = D Delay = 32.4 -- LOS = E Delay = 57.0 Modify Signal Timing/Phasing, Reconfigure N/S app. -- LOS = D Delay = 37.0 Hwy. 2 / -- Delay = 111.1 Garfield St. Delay = 111.1 Modify Signal Timing/Phasing, Add NB Lt. turn bay, Reconfigure SB app. -- LOS = D Delay = 49.4 Hwy. 2 / LOS = E LOS = F Hayford Rd. Delay = 56.0 Delay = 202.7 Convert Thru Lane to 2 nd SB Lt. Turn Lane LOS = D LOS = F Delay = 40.6 Delay = 141.4 Craig Rd. / CM = SBLTR CM = SBLTR SR 902 LOS = F LOS = F Signalized Roundabout Delay = 319.6 Delay = 846.5 LOS = B LOS = B Delay = 15.1 Delay = 17.2 LOS = A LOS = B Delay = 8.2 Delay = 10.7 West Plains Development – Spokane Tribe Page | 17 Traffic Impact Analysis April 28, 2011
Page 1 and 2: 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 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 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
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6.1.5 ALTERNATIVE 2 - 2012 Buildout
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MITIGATION-ALT 2, CONTINUED 2012 PM
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6.1.8 ALTERNATIVE 3 - MITIGATION Th
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The Spokane Tribe should work with
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Table 22. Level of Service for 2032
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Alternative 3 is projected to gener
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2032 Alternative 2 Mitigations:
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8. CONCLUSIONS Based upon the techn
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9. RECOMMENDATIONS Mitigation recom
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Hwy 2 / Hayford: Optimize signal ti
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Hwy 2 / Fairchild AFB: Modify signa
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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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