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Pedestrian access ramps at intersections shall be installed for current and future <br />crossings. If a statutory pedestrian crossing is to be closed deliberately, barriers and <br />MUTCD signage shall be required at signalized intersections, railroad crossings, and other <br />hazardous areas. Where access ramps are required, the access ramp and street crossing <br />area shall meet the requirements of Section 2.03. Intersection pedestrian crossings <br />between ramps shall not exceed 2 percent cross -slope perpendicular to the direction of <br />the pedestrian crossing (except the cross slope of crossings without "stop control", which <br />shall not exceed 5 percent) for a width of 8 feet, and not exceed 5 percent running slope <br />in the direction of the pedestrian crossing. For mid -block crossings, the cross -slope of the <br />pedestrian crossing may match street grade, but the running slope in the direction of the <br />crossing shall not exceed 5 percent. (See Section 2.03 Access Ramps) <br />M. Intersection/Road Safety Analysis <br />An Intersection/Road Safety Analysis is required for public improvements that include <br />intersections identified as functioning at or near an unsafe level or roadway locations <br />where pedestrian and/or bicyclist safety is a documented concern by the City. The City <br />will review the Intersection/Road Safety Analysis and determine the required street width <br />and mitigation measures to improve pedestrian and/or bicyclist safety. The <br />Intersection/Road Safety Analysis shall include: <br />a. Average Daily Trips (ADT) of all legs of the intersection; <br />b. Street classifications of all intersecting roadways; <br />c. Presence of on -street parking; <br />d. Current (within past two years) peak hour (7 to 9 a.m. and 4 to 6 p.m.) turning <br />movement counts on all approaches to the intersection, and if within an industrial <br />area the count must break down vehicle classifications as percentages; <br />e. Delay -based level of service calculations using Synchro or HCM capacity analysis <br />methodology; <br />f. Crash history of the past three years (obtained from PWM Traffic Operations <br />compilation of DMV records); and, <br />g. Document concerns of pedestrian and/or bicyclist safety (obtained from PWM <br />Traffic Operations or PWE Transportation Planning). <br />N. Lighting <br />All new streets and bike paths shall include lighting. The lighting design shall be in <br />accordance with AASHTO, Illuminations Engineering Society of North America (IES) and <br />City of Eugene Standards. Lighting design and construction shall conform to the City <br />adopted requirement of the NEC. The lighting design shall include a lighting analysis and <br />shall comply with the Design Standards for Street Lighting provided in Appendix G, the <br />Public Improvement Design Standards Manual, 2016 Page 2-23 <br />