Transportation Master PlanTable of Contents

CITY OF POST FALLS TRANSPORTATION MASTER PLAN

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Table of Contents

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Chapter 1: Introduction

Chapter 2:
Goals and Objectives

CHAPTER 3: TRANSPORTATION SYSTEM INVENTORY

CHAPTER 4: Current Conditions

CHAPTER 5: Future Travel Demand

CHAPTER 6: Transportation Options

CHAPTER 7 Part A: CHAPTER 7 part B: Transportation Master Plan

Note: Chapter 7 is in two parts: Chapter 7 part A and Chapter 7 part b

CHAPTER 8: FUNDING OPTIONS AND Financing Plan

CHAPTER 9: Implementation

Appendix

list of figures

List of Figures

Figure 1-1: Study Area

Figure 3-1: Existing Roadway Classifications

Figure 3-2: Walkway Inventory

Figure 3-3: Bikeway Inventory

Figure 4-1: 2002 Average Daily Traffic Volumes

Figure 4-2: 2002 PM Peak Hour Traffic Volumes

Figure 4-3: Existing Intersection Operations

Figure 4.4: High Accident Locations

Figure 5-1: TAZ MAP

Figure 5-2: Expected Future Growth Pattern

Figure 5-3: Screenline Analysis Summary

Figure 5-4: Assigned Link Volumes Analysis

Figure 5-5: 2022 PM Peak Hour Traffic Volumes

Figure 5-6: Intersection Operations 2022 No Build

Figure 6-1a: Roadway Modernization Projects (Capacity Driven)

Figure 6-1b: Roadway Modernization Projects (Non-capacity Driven)

Figure 6-2: Recommended Intersection Improvements

Figure 6-3: New Roads or Road Extension Projects

Figure 6-4: Pedestrian and Bicycle Projects

Figure 6-5: Railroad Improvement Projects

Figure 6-6a: Freeway Interchange Options

Figure 6-6b: Freeway Interchange Options

Figure 6-6c: Freeway Interchange Options

Figure 6-7: Seltice Way - Mullan Avenue Couplet Option

Figure 6-8: Mullen/Spokane Turn Movement Restrictions

Figure 6-9: Seltice Way-Idaho Street Circulation Project

Figure 6-10: Seltice Way Access Management and Consolidation Option

Figure 6-11: Centennial Trail-Seltice Way Crossing Options

Figure 6-12: Freeway Improvement Options

Figure 6-13: Greensferry Road Overpass

Figure 6-14: Greensferry Road Single-Point Urban Interchange Option

Figure 6-15: Seltice Way-4th Avenue Interchange Option

Figure 6-16: Split Diamond Interchange Option

Figure 6-17: Potential Long-Term Projects

Figure 7-1: Proposed Roadway Classifications

Figure 7-2a: Typical Street Sections (Locals)

Figure 7-2b: Typical Street Sections (Collectors)

Figure 7-2c: Typical Street Sections (Minor Arterial)

Figure 7-2d: Typical Street Sections (Principal Arterial)

Figure 7-2e: Typical Street Sections (Arterials)

Figure 7-3: Intersection Sight Distance

Figure 7-4: Recommended Bicycle Plan

Figure 7-5: Recommended Pedestrian Plan

Figure 7-6: Recommended Truck Routes

Appendex

Appendix A

Technical Memorandum #1: Review of Existing Plans, Policies, and Traffic Impact Studies

Appendix B:

Roadway Inventory

Appendix C:

Travel Demand Model Details

Appendix D:

Population and Employment Forecasts

Appendix E:

Public Meeting Comments

Appendix F:

Cost Estimate Details

Appendix G:

Roadway Segment Volume-to-Capacity Tables; Warrant Analysis; Intersection Improvement Phasing

Appendix H:

References