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Table of Contents <br />I. <br />RESOLUTION.........................................................................................................................................1 <br />II. <br />LOCATION MAP AND TYPICAL SECTION................................................................................................1 <br />III. <br />ADJACENT LAND USES..........................................................................................................................1 <br />IV. <br />MOTORIST, PEDESTRIAN, VEHICLES AND COMMERCIAL NEEDS.........................................................1 <br />V. <br />EFFECTS OF DESIGNING IN ACCORDANCE WITH RULE AND WITHOUT................................................1 <br />A. With the rule (30 MPH Curve)......................................................................................................1 <br />B. With the rule (30 MPH Super Elevated Curve).............................................................................1 <br />C. Without the rule (25 MPH curve).................................................................................................1 <br />VI. <br />DEFINE CRITICAL DESIGN ELEMENT.....................................................................................................2 <br />VII. <br />ESTIMATED ADDITIONAL COSTS...................................................................................................... 2 <br />A. 30 MPH Curve...............................................................................................................................2 <br />B. 30 MPH Super Elevated Curve......................................................................................................2 <br />Vill. <br />ACCIDENT DATA...............................................................................................................................2 <br />IX. <br />TRAFFIC COUNTS..................................................................................................................................2 <br />A. Existing ADT — 5,350 (2024) ..........................................................................................................2 <br />B. Projected ADT — 6,290(2044)....................................................................................................... 2 <br />X. <br />LEGAL, POSTED SPEED.......................................................................................................................... 2 <br />XI. <br />FUTURE IMPROVEMENTS.....................................................................................................................2 <br />XII. <br />SAFETY, MITIGATION.......................................................................................................................2 <br />XIII. <br />PERTINENT FACTORS........................................................................................................................2 <br />Appendix <br />Appendix A: Preliminary Cost Estimates <br />Appendix B: Figures <br />Prepared by: Bolton & Menk, Inc. <br />Dodge Avenue & 51h Street Intersection Variance Request I OR1.133186 <br />Table of Contents <br />Page 61 of 372 <br />