Appendix D Traffic Impact Analysis - westplainseis.com

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TRIP GENERATION LAND USE: Quality Sit-down Restaurant TRIP GENERATION CALCULATIONS ARE BASED ON THE ITE TRIP GENERATION, 8TH EDITION. THE ITE LAND USE CODE IS Quality Sit-down Restaurant (931) Buildout 9.208 ksf Quality Sit-down Restaurant PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Rate: T=7.49(X) ENTER: 67% EXIT: 33% T = 69 VPH 46 VPH 23 VPH Alternative 2 1/21/2011
TRIP GENERATION LAND USE: GENERAL OFFICE BUILDING TRIP GENERATION CALCULATIONS ARE BASED ON THE ITE TRIP GENERATION, 8TH EDITION. THE ITE LAND USE CODE IS GENERAL OFFICE BUILDING (710) Buildout 10.480 ksf PM PEAK HOUR (ONE HOUR BETWEEN 4 AND 6 PM) Equation:T = 1.12(X) + 78.81 ENTER: 17% EXIT: 83% T = 91 VPH 15 VPH 76 VPH Alternative 2 1/21/2011
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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
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5. TRIP GENERATION and DISTRIBUTION
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5.3 Trip Generation - Alternative 2
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5.6 Trip Reductions and Net New Tri
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5.7 Trip Distribution (Proposed Pro
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6.1.2 ALTERNATIVE 1 - 2015 Phase 2
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6.1.4 ALTERNATIVE 1 - MITIGATION Th
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Listed below are improvements recom
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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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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
Page 104 and 105: PROJECT: West Plains Development DA
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Page 114 and 115: PROJECT: Project Location INTERSECT
Page 116 and 117: Pipeline (Year 2012) Int. # INTERSE
Page 122 and 123: APPENDIX C TRIP GENERATION/INTERNAL
Page 124 and 125: TRIP GENERATION LAND USE: SHOPPING
Page 126 and 127: TRIP GENERATION LAND USE: Quality S
Page 128 and 129: TRIP GENERATION LAND USE: POLICE ST
Page 138 and 139: TRIP GENERATION LAND USE: Quality S
Page 142 and 143: ITE Multi-Use Project Internal Capt
Page 156 and 157: APPENDIX E SYNCHRO WORKSHEETS Appen
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Page 160 and 161: HCM Signalized Intersection Capacit
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HCM Signalized Intersection Capacit
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HCM Unsignalized Intersection Capac
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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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