infrastructure. <br />e) EC 9.6730 Pedestrian Circulation On-Site. <br />The applicant's site plan shows pedestrian paths that provide access to recreation areas, and <br />are gated to provide a security function for residents. The plans also indicate that lighting for <br />the paths will be provided. Staff finds that the gates are a reasonable safety feature and <br />supports the applicant's use of them along the pedestrian paths. <br />f) EC 9.6735 Public Access Required. <br />The development has frontage along Lone Oak Way, and will utilize existing access connections <br />to local streets, shared with the adjacent development to the south. Comprehensive findings, <br />including analysis of EC 7.420 Access Connections-Location, are provided in the Public Works <br />referral document and incorporated herein by reference. <br />g) EC 9.6750 Special Setback Standards. <br />As discussed previously at EC 9.8320(5)(a), and in more detail within the Public Works referral <br />comments which are incorporated herein by reference, Lone Oak Way complies with applicable <br />right-of-way width requirements. No special setbacks are required for future right-of-way or <br />public utility easements. <br />h) EC 9.6775 Underground Utilities. <br />As required by code and consistent with this standard, all on-site utilities will be placed <br />underground. <br />i) EC 9.6780 Vision Clearance Area. <br />No development is proposed within a regulated Vision Clearance Area. <br />j) EC 9.6791 through 9.6797 regarding stormwater flood control, quality, flow control for <br />headwaters area, oil control, source control, easements, and operation and <br />maintenance. <br />EC 9.6791 Stormwater Flood Control. The applicant proposes to utilize an existing private <br />storm system constructed on the site, which connects to the 18" public system in Lone Oak <br />Way via a 12" public service line to the property. <br />The site lies predominantly within stormwater Basin RSWO-090. The City's Basin Master Plan <br />River Road Basin, Volume VII of VII) identifies a deficiency in the downstream system. The <br />applicant has proposed several filtration and infiltration facilities for stormwater treatment, <br />and has provided calculations showing post-development peak flow runoff will be less than the <br />existing condition. <br />McKenzie Living Staff Report May 2016 13 <br />HO Agenda - Page 46 <br />196