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for slope easements will be determined at the time of the subsequent subdivision application and required to be shown on the final plat. c. Page 45, EC 9.6875 Private Street Design Standards: Public Works referral comments (page 6-7) confirm that the proposed private street conceptually complies with the applicable standards. Under the private street typical section on the applicant's site plans (Sheet C4 Private Roadway Plan & Profile) Cupola Drive will consist of 21-foot paving, curbs on both sides of the street, and a 3.5- foot-wide sidewalk on the westerly side of the street in a 25-foot wide right-of- way (i.e. joint access easement), At the time of the subsequent subdivision review, and prior to final plat approval, the private street must be formally created by a separate document (i.e., Private Joint Use Access and Utility Easement and Maintenance Agreement (JAM), or similar document). As the Staff Report summarizes, the JAM will include a description defining the area of the private street and will also identify permitted improvements, construction expectations, rights of usage and maintenance responsibilities for the facilities in the private street, asill well as responsibilities for the public sidewalk adjacent to the private street. The JAM will be recorded concurrent with and cross-referenced on the final plat. At the time of the subdivision review, provisions ensuring emergency access over the private street must also be addressed. These may be included in the JA.ML or alternatively may be dedicated as a Public Emergency Access Easement on a standard City form. The access connection to the private street must be constructed as a standard driveway apron. The structural design and construction inspection for the private street shall remain the developer's responsibility. Certification by a licensed engineer that a structural design meeting the applicable public standards has been completed, will be required at the time of the site development permit for the private street. 5. Criterion 6 a. Page 51:, Slope Failure: The Hearings Official stated "By its terms, the applicant's geotechnical report is a preliminary investigation and also includes numerous specific recommendations to minimize any potential for slope failure." Ronald Derrick 3/20/18: "I feel it should be stated that the report was intended to be a preliminary investigation for planning purposes with a concentration on the proposed roadway layout; as stated in Sections 4.0 and 5.1 of the report additional site evaluation at the time of more extensive design work and possible construction may be required." b. Page 53, Condition 10: A geotechnical analysis from a certified engineer, with specific recommendations for design and construction standards, shall be provided with any applications for Privately Engineered Public Improvement (PEPI) permits, as well as building permits and site development permits for the initial construction of infrastructure, and residences on individual lots. The development proposed with each permit shall adhere to the recommended standards for design and construction as contained in the related geotechnical analysis. 6. Criterion 10 a. Page 61, Condition 11: The following note shall be included on the final plans: For lots 16 and 17, each lot shall have the option of constructing up to three 37