(3) Access Connections to Local and Neighborhood Collector Streets. In addition to the <br />location standards set forth in EC 7.420(1), access connections to local and neighborhood <br />collector streets shall be located in accordance with the following standards: <br />(a) Lots and parcels at intersections shall have the access connection begin no <br />less than 20 feet from the end of the radius of the curb, or 20 feet from the <br />property corner if there is no curb. <br />The design of the access connections to the proposed connector street will be further evaluated during <br />the Privately Engineered Public Improvement (PEPI) review process for the construction of the <br />connector street. <br />(b) A safety island of not less than 22 feet of full height curb shall in all cases be <br />provided between access connections under one ownership. <br />The proposed connections to Green Lane and the proposed Connector Road comply with this standard. <br />(g) EC 9.6750 - Special Setback Standards. <br />As discussed previously under EC 9.6805 and EC 9.6870, which are incorporated herein by reference, no <br />special setbacks are required for future right-of-way or public utility easements. <br />(h) EC 9.6775 Underground Utilities. <br />Consistent with this standard, all on-site utilities will be placed 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 maintenance. <br />EC 9.6791 Stormwater Flood Control and EC 9.6792 Stormwater Quality - The site lies within <br />stormwater Basin RSWO-080. The City's Basin Master Plan (River Road - Santa Clara Basin, Volume VII <br />of VII) indicates capacity deficiencies in the downstream system. The applicant proposes to retain the <br />flood control design storm on-site using stormwater infiltration facilities. <br />The applicant has provided preliminary sizing indicating the proposed on-site facilities will meet both the <br />Stormwater Quality and Flood Control standards. Staff concurs that the proposed infiltration facilities <br />are appropriate on a conceptual level, with design details to be further evaluated through the building <br />permit process. Public facilities for street improvements will be evaluated during the Privately <br />Engineered Public Improvement (PEPI) process. <br />EC 9.6793 through EC 9.6796 Stormwater Flow Control, Oil Control, Source Control, Easements - <br />Because the proposed development is at an elevation lower than 500 feet; does not drain to a <br />Headwaters facility; does not generate high concentrations of oil and grease; does not include any <br />specific pollutants of concern identified in EC 9.6795(2); and because all public stormwater facilities will <br />be located in the public right-of-way, the standards at EC 9.6793 through EC 9.6796 do not apply. <br />June 2019 Staff Report: Santa Clara Transit Station - PDT 19-1/ARA 19-1 Page 18 of 23 <br />