Appendix D Traffic Impact Analysis - westplainseis.com

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8 Hour-100%-Minimum Volume - Middle-Hwy.2 8 Hour-100%-Minimum Volume - Middle-Hwy.2 1A 2012 Background + Alternative 1, Phase 1 Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 0 818 1421 1418 0.6 Midnight 0 63 109 109 63 217 0.37 1:00 AM 0 39 67 67 39 134 0.4 2:00 AM 0 42 73 72 42 145 0.48 3:00 AM 0 50 87 87 50 174 1.16 4:00 AM 0 121 210 210 121 420 3.69 5:00 AM 0 385 669 667 385 1336 4.38 6:00 AM 0 457 794 792 457 1586 5.58 7:00 AM 0 582 1011 1009 582 2021 5.38 8:00 AM 0 561 975 973 561 1948 4.94 9:00 AM 0 515 895 893 515 1789 5.5 10:00 AM 0 574 997 995 574 1992 7.02 11:00 AM 0 732 1272 1270 732 2542 7.54 Noon 0 787 1367 1364 787 2730 7.53 1:00 PM 0 786 1365 1362 786 2727 8.09 2:00 PM 0 844 1466 1463 844 2930 8.05 3:00 PM 0 840 1459 1456 840 2915 7.84 4:00 PM 0 818 1421 1418 818 2839 6.27 5:00 PM 0 654 1136 1134 654 2270 4.31 6:00 PM 0 450 781 780 450 1561 3.01 7:00 PM 0 314 546 544 314 1090 2.86 8:00 PM 0 298 518 517 298 1036 2.22 9:00 PM 0 232 402 402 232 804 1.68 10:00 PM 0 175 305 304 175 608 1.11 11:00 PM 0 116 201 201 116 402 1B 2012 Background + Alternative 1, Phase 1 Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 0 818 1421 1418 0.6 Midnight 0 63 109 109 63 217 0.37 1:00 AM 0 39 67 67 39 134 0.4 2:00 AM 0 42 73 72 42 145 0.48 3:00 AM 0 50 87 87 50 174 1.16 4:00 AM 0 121 210 210 121 420 3.69 5:00 AM 0 385 669 667 385 1336 4.38 6:00 AM 0 457 794 792 457 1586 5.58 7:00 AM 0 582 1011 1009 582 2021 5.38 8:00 AM 0 561 975 973 561 1948 4.94 9:00 AM 0 515 895 893 515 1789 5.5 10:00 AM 0 574 997 995 574 1992 7.02 11:00 AM 0 732 1272 1270 732 2542 7.54 Noon 0 787 1367 1364 787 2730 7.53 1:00 PM 0 786 1365 1362 786 2727 8.09 2:00 PM 0 844 1466 1463 844 2930 8.05 3:00 PM 0 840 1459 1456 840 2915 7.84 4:00 PM 0 818 1421 1418 818 2839 6.27 5:00 PM 0 654 1136 1134 654 2270 4.31 6:00 PM 0 450 781 780 450 1561 3.01 7:00 PM 0 314 546 544 314 1090 2.86 8:00 PM 0 298 518 517 298 1036 2.22 9:00 PM 0 232 402 402 232 804 1.68 10:00 PM 0 175 305 304 175 608 1.11 11:00 PM 0 116 201 201 116 402
8 Hour-100%-Minimum Volume - Middle-Hwy.2 8 Hour-100%-Minimum Volume - Middle-Hwy.2 1A 2012 Background + Alternative 2, Buildout Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 0 818 1421 1418 0.6 Midnight 0 63 109 109 63 217 0.37 1:00 AM 0 39 67 67 39 134 0.4 2:00 AM 0 42 73 72 42 145 0.48 3:00 AM 0 50 87 87 50 174 1.16 4:00 AM 0 121 210 210 121 420 3.69 5:00 AM 0 385 669 667 385 1336 4.38 6:00 AM 0 457 794 792 457 1586 5.58 7:00 AM 0 582 1011 1009 582 2021 5.38 8:00 AM 0 561 975 973 561 1948 4.94 9:00 AM 0 515 895 893 515 1789 5.5 10:00 AM 0 574 997 995 574 1992 7.02 11:00 AM 0 732 1272 1270 732 2542 7.54 Noon 0 787 1367 1364 787 2730 7.53 1:00 PM 0 786 1365 1362 786 2727 8.09 2:00 PM 0 844 1466 1463 844 2930 8.05 3:00 PM 0 840 1459 1456 840 2915 7.84 4:00 PM 0 818 1421 1418 818 2839 6.27 5:00 PM 0 654 1136 1134 654 2270 4.31 6:00 PM 0 450 781 780 450 1561 3.01 7:00 PM 0 314 546 544 314 1090 2.86 8:00 PM 0 298 518 517 298 1036 2.22 9:00 PM 0 232 402 402 232 804 1.68 10:00 PM 0 175 305 304 175 608 1.11 11:00 PM 0 116 201 201 116 402 1B 2012 Background + Alternative 2, Buildout Northbounbounbounbound South- East- West- Higher Major Minor Approaches PM Pk 0 818 1421 1418 0.6 Midnight 0 63 109 109 63 217 0.37 1:00 AM 0 39 67 67 39 134 0.4 2:00 AM 0 42 73 72 42 145 0.48 3:00 AM 0 50 87 87 50 174 1.16 4:00 AM 0 121 210 210 121 420 3.69 5:00 AM 0 385 669 667 385 1336 4.38 6:00 AM 0 457 794 792 457 1586 5.58 7:00 AM 0 582 1011 1009 582 2021 5.38 8:00 AM 0 561 975 973 561 1948 4.94 9:00 AM 0 515 895 893 515 1789 5.5 10:00 AM 0 574 997 995 574 1992 7.02 11:00 AM 0 732 1272 1270 732 2542 7.54 Noon 0 787 1367 1364 787 2730 7.53 1:00 PM 0 786 1365 1362 786 2727 8.09 2:00 PM 0 844 1466 1463 844 2930 8.05 3:00 PM 0 840 1459 1456 840 2915 7.84 4:00 PM 0 818 1421 1418 818 2839 6.27 5:00 PM 0 654 1136 1134 654 2270 4.31 6:00 PM 0 450 781 780 450 1561 3.01 7:00 PM 0 314 546 544 314 1090 2.86 8:00 PM 0 298 518 517 298 1036 2.22 9:00 PM 0 232 402 402 232 804 1.68 10:00 PM 0 175 305 304 175 608 1.11 11:00 PM 0 116 201 201 116 402
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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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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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Page 474 and 475: YEAR 2032 SIDRA ANALYSIS WORKSHEETS
Page 476 and 477: MOVEMENT SUMMARY Craig Rd./Hwy. (YE
Page 478 and 479: INTERSECTION SUMMARY Craig Rd./Hwy.
Page 480 and 481: QUEUE DISTANCE Largest 95% Back of
Page 482 and 483: MOVEMENT SUMMARY Craig Rd./Hwy. (YE
Page 488 and 489: MOVEMENT SUMMARY Middle Dwy./Hwy. (
Page 490 and 491: INTERSECTION SUMMARY Middle Dwy./Hw
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Page 496 and 497: INTERSECTION SUMMARY Middle Dwy./Hw
Page 500 and 501: MOVEMENT SUMMARY Craig Rd./Hwy. 902
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Page 510: QUEUE DISTANCE Largest 95% Back of
Page 513 and 514: MOVEMENT SUMMARY Craig Rd./6th Ave.
Page 516 and 517: MOVEMENT SUMMARY Craig Rd./Dwy. Nor
Page 520 and 521: 8 Hour-100%-Minimum Volume - Craig-
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Page 526 and 527: 8 Hour-100%-Minimum Volume - Middle
Page 528 and 529: 8 Hour-100%-Minimum Volume - SR-902
Page 530 and 531: 8 Hour-100%-Minimum Volume - SR-902
Page 532: ADDENDUM TO TRAFFIC IMPACT ANALYSIS
Page 535 and 536: overall site plan would not be sign
Page 537 and 538: In lieu of the various mitigations
Page 539 and 540: Project Proportional Share: 29.8% F
Page 541 and 542: Hwy 2 / Fairchild AFB: Modify signa
Page 544 and 545: Attachment B: Two Roundabout Access
Page 546 and 547: Attachment C: Operational Analysis
Page 548 and 549: HCM Signalized Intersection Capacit
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Page 553 and 554: LEVEL OF SERVICE SUMMARY West Dwy./
Page 556 and 557: MOVEMENT SUMMARY West Dwy./Hwy. (YE
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Page 572 and 573: 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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