Capital Hill PUD Traffic Safety Analysis (14-020) <br />March 3, 2017 <br />The list below includes a summary of the benefits of the narrow local residential streets as <br />discussed and documented on page 47 of the Eugene Local Street Plan (August 1996): <br />• Narrow streets cost less to build and maintain. <br />• Narrow Streets reduce the negative impacts of stormwater runoff. <br />• Narrow streets reduce negative environmental impacts of street construction. <br />• Narrow Streets encourage more efficient land use. <br />• Narrow streets increase traffic safety. <br />• Narrow Streets improve neighborhood character. <br />Pages from the Design Standards and Guidelines For Eugene Streets, Sidewalks, Bikeways and <br />Accessways (November 1999) and the Eugene Local Street Plan (August 1996) are included as <br />Appendix A. <br />From the intersection of Spring Blvd to Cresta De Ruta Street, Capital Drive is improved with <br />curbs constructed on both sides of the street and a 2.0 foot wide (nominal) sidewalk constructed <br />on the south/west side of the street to Alta Vista Court. Capital Drive is not currently improved <br />with curbing or sidewalks on either side of the roadway and on street parking is not permitted <br />from the Cresta De Ruta Street intersection to the end of the street at Hendricks Park. Curb is <br />provided on the west side of the road from Cresta De Ruta Street to the top of the hill. <br />Capital Drive provides access to three existing single family residences north of the site's north <br />driveway and is currently unimproved from the north driveway location to the southern <br />boundary of Hendricks Park at the end of the road. Striping is not provided on Capital Drive to <br />delineate travel lanes or curbside parking spaces, although the curb from Alta Vista Ct uphill to <br />Cresta De Ruta Street has recently been painted/repainted yellow to prohibit parking on this <br />section of the road around the vertical and horizontal alignments. Curb to curb measurements <br />indicate that the existing paved surface width varies from 18 feet to 20 feet between Spring <br />Boulevard and Cresta De Ruta Street, and is reduced to 12 to 14 feet from Cresta De Ruta Street <br />and north. <br />Figure 1 shows the location of existing sidewalk and measured paving widths within the studied <br />area and is included in Appendix B. As constructed, Capital Drive does not meet the current City <br />of Eugene standards for paving width and sidewalk construction for a low volume local <br />residential street that would be applicable if a new street were proposed for development, <br />however, the existing roadway has topographical constraints that significantly prohibit feasibility <br />of construction/reconstruction to meet the standard cross section elements and facility widths. <br />The previously described City of Eugene publications (1996 Local Street Plan, 1999 Design <br />Standards and Guidelines for Eugene Streets, Sidewalks, Bikeways and Accessways, and the <br />current Public Improvements Design Standards Manual) discuss the benefits of a narrow street <br />and allow a reduced street width for a single 14 foot travel lane considered as a "queuing street" <br />for up to 750 vehicles per day. Additionally, the local fire department has concluded that the <br />current conditions (width, curvature and grade, etc...) are adequate for emergency vehicle access. <br />The existing sidewalk, where constructed, does not and cannot meet ADA standards due to <br />existing longitudinal slopes on the roadway. The existing roadway construction on cut and fill <br />slopes and the location of existing residences and residential driveways prohibit the <br />reasonableness of widening the roadway to meet the City's minimum standards without <br />encroaching upon existing private development within or close to the right-of way and/or right- <br />of way setback. Conflicting private development includes: retaining walls, fences, buildings, <br />parking areas and driveways. <br />© Branch Engineering, Inc. <br />Page 13 <br />