NOTE: The K-7 Plan is intended to be used for planning purposes only as a means to achieve the overall goal of KDOT and the twelve K-7 Corridor communities to eventually make K-7 Highway a controlled access freeway-type facility.  All plate maps are conceptual only and subject to change following more detailed engineering review.  Funding to design and construct the proposed improvements in the K-7 Plan is not available at this time.

• K-7 Plan Text & Analysis (7.09 MB)
  
  
• Appendix A - K-7 Mainline Plate Drawings - NOTE: Plates A-1 through A-14 are at a scale of one inch equals 1,200 feet.

• Plate A-1 -- 223rd St. to 207th St.
• Plate A-2 --199th St. to 183rd St.
• Plate A-3 --175th St. to 151st St.
• Plate A-4 -- 143rd St. (Dennis Ave.) to 127th St.(Harold St.)
• Plate A-5 -- 119th St. to K-10 Hwy.
• Plate A-6 -- 99th St. to 83rd St.
• Plate A-7 -- 83rd St. to Shawnee Mission Pkwy.
• Plate A-8 -- 71st St. to 47th St.
• Plate A-9 -- 43rd St. to Nettleton Ave.
• Plate A-10 -- Nettleton Ave. to US-24/40
• Plate A-11 -- US-24/40 to Leavenworth Rd.
• Plate A-12 -- Donahoo Rd. to Polfer/Fairmount Rd.
• Plate A-13 -- Marxen Rd. to Mary St.
• Plate A-14 -- Kansas St. to K-5 Hwy.(Muncie Rd.)

• Appendix B - Intersection Plate Drawings - NOTE: Plates B-1 through B-30 are at a scale of one inch equals 400 feet.
• Plate B-1 -- 223rd St.
• Plate B-2 -- 207th St.
• Plate B-3 -- 199th St.
• Plate B-4 -- 191st St.
• Plate B-5 -- 183rd St.
• Plate B-6 -- 175th St.
• Plate B-6a -- 167th St.
• Plate B-7 -- Interstate 35
• Plate B-7a -- 151st St.
• Plate B-8 -- Old 56 Hwy.
• Plate B-9 -- 135th St. (Santa Fe)
• Plate B-10 -- 127th St.
• Plate B-11 -- 119th St.
• Plate B-12 -- Prairie Star Pkwy.
• Plate B-13 -- 83rd St.
• Plate B-14 -- 75th St.
• Plate B-15 -- Shawnee Mission Pkwy.
• Plate B-16 -- Johnson Dr.(55th St.)
• Plate B-17 -- 47th St.
• Plate B-18 -- 43rd St.
• Plate B-19 -- K-32 Hwy.
• Plate B-20 -- Nettleton Ave.
• Plate B-21 -- Kansas Ave.
• Plate B-22 -- Interstate 70
• Plate B-23 --130th St.
• Plate B-24 -- US-24/40
• Plate B-25 -- Parallel Pkwy.
• Plate B-26 -- Leavenworth Rd.
• Plate B-27 -- Donahoo Rd.
• Plate B-28 -- Hollingsworth Rd.
• Plate B-29 -- Polfer/Fairmount Rd.
• Plate B-30 -- McIntyre Rd.

• Appendix C - Overpass Plate Drawings. NOTE: Plates C-1 through C-10 are at the scale of one inch equals 400 feet.
• Plate C-1 - 215th St. Overpass
• Plate C-2 - Lone Elm Road Overpass
• Plate C-5 - Sheridan St. Overpass
• Plate C-6 - W. Elm St. Overpass
• Plate C-7 - 99th St. Overpass
• Plate C-8 - 71st St. Overpass
• Plate C-9 - Clear Creek Pkwy. Overpass NOTE: Under design as part of the K-7 and Johnson Dr. interchange project.
• Plate C-10 - Marxen Rd. Overpass

• Chapter 0.1 Title-Page
• Chapter 0.2 Acknowledgements and TOC
• Chapter 0.3 Executive Summary
• Chapter 1 Introduction
• Chapter 2 Travel Demand Model Development
• Chapter 2.1.1 Existing Lane Configuration
• Chapter 2.1.2 Existing Lane Configuration
• Chapter 2.1.3 Existing Lane Configuration
• Chapter 2.1.4 Existing Lane Configuration
• Chapter 2.1.5 Existing Lane Configuration
• Chapter 2.1.6 Existing Lane Configuration
• Chapter 2.1.7 Existing Lane Configuration
• Chapter 2.2 Exhibits
• Chapter 2.3 Exhibits
• Chapter 2.5 Exhibits
• Chapter 3 Study Area Operationa Overview
• Chapter 3 Exhibits
• Chapter 4 State Avenue Corridor-Improvements
• Chapter 4 Exhibits
• Chapter 5 Parallel Parkway Corridor Improvements
• Chapter 5 Exhibits
• Chapter 6 I70 I435 Interchange Improvements
• Chapter 6 Exhibits
• Chapter 7 110th Street Interchange Improvements
• Chapter 7 Exhibits

• US-56 Corridor Management Plan
1. Cover
2. Table of Contents
3. Chapter 1 - Introduction
4. Chapter 2 - Foundations of Fact
5. Chapter 3 - Forecasting the Future
6. Chapter 4 - Formulating a Fit
7. Chapter 5 - Implementation
• Technical Appendix
Existing Driveway and Crash History
1. Cities
2. Entire Corridor
Gap Studies
1. Baldwin City Gap
2. Douglas County Gap
3. Edgerton Gap
4. Gardner Gap
5. Johnson County Gap
Market Study
1. US-56 Capacity Demand Tech Memo
Public Involvement
1. Public Participation Approach for the US-56 Corridor Management Plan
2. PM 2010 Boards
3. PM Board Forecast
4. PM Boards foundation
5. US 56 Open House Summary Final
Public Survey
1. 2009 US-56 Highway Corridor Management Plan Survey
Traffic
1. Traffic Analysis
2. Traffic Analysis Figures 12-16-09
3. Truck Projections

1. K-10 Final Report (2.36 MB)
2. K-10 Final Report - Appendix A - Assessment of Existing K-10 (338 k)
3. K-10 Final Report - Appendix B - Traffic and Level-of-Service Calculations (505 k)
4. K-10 Final Report - Appendix C - Historical Crash Data (142 k)
5. K-10 Final Report - Appendix D - Design Criteria and Cost Estimates (254 k)
6. K-10 Final Report - Appendix E - Conceptual K-10 Mainline Layout (Maps)
   • Appendix E - full file
     • K-10 Final Report - Appendix E Full (43.4 MB) Warning! This download will take a very, very long time!
   • Appendix E - as several smaller files. Recommended!
     • Appendix E - 1 Franklin Rd to Noria Rd (3.71 MB)
     • Appendix E - 2 Noria Rd to Church St (6.05 MB)
     • Appendix E - 3 County Route 442 to Evening Star Rd (5.57 MB)
     • Appendix E - 4 Edgerton Rd to Kill Creek Rd (6.77 MB)
     • Appendix E - 5 Corliss Rd to Cedar Creek Parkway (5.50 MB)
     • Appendix E - 6 K-7 Interchange (6.85 MB)
     • Appendix E - 7 Lone Elm Rd to I-435 (7.30 MB)
7. K-10 Final Report - Appendix F - Conceptual K-10 Interchanges Layout (9.47 MB)
8. K-10 Final Report - Appendix G - Public Involvement Materials (11.9 MB)