_____________________________________________________________________________________ <br /> <br />Staff Report | Braewood Hills 3rd Addition (PDT 24-1 & ST 24-3) <br />hazards and to review for stability issues with the proposed development and make <br />recommendations accordingly. However, in this case the applications are exempt from the <br />standards of this section due to the status of the subject property being on the City’s adopted <br />Goal 5 inventory. As noted at EC 9.6710(3): <br /> <br />(3) The following activities are exempt from the requirements of this section: <br />(f) Activities on land included on the city’s acknowledged Goal 5 inventory <br /> <br />As discussed at EC 9.8325(3), the subject property is included on the City’s acknowledged Goal <br />5 inventory; therefore, the proposed PUD is exempt from the geological and geotechnical <br />standards at EC 9.6710(6). That said, geotechnical analysis will be required during future <br />permitting processes, including but not limited to the PEPI permit process, site development <br />permits, and building permits to the extent that public improvement standards and building <br />code requirements apply in subsequent stages of development. <br /> <br />As an informational item for the construction of the proposed private streets, as noted <br />previously, the structural design inspection for the private street will remain the developer’s <br />responsibility. Certification by a licensed engineer that a structural design meeting the <br />applicable standards outlined above has been completed will be required at the time of the site <br />development permit for the private street. <br /> <br />Staff also notes that the Oregon Residential Specialty Code – Chapter 4 Foundations, will be <br />applicable at the time of building permit review for home construction and will require <br />information and details for such things as foundation and footings construction, drainage, soil <br />tests, load bearing values of foundation materials, and concrete compressive strength. Other <br />requirements of Chapter 4 will determine foundation clearance from slopes, foundations on <br />expansive soils and expansive soil classifications. <br /> <br />(e) EC 9.6730 Pedestrian Circulation On-Site. <br /> <br />These standards do not apply to single-unit or middle housing development as is proposed. <br /> <br />(f) EC 9.6735 Public Access Required. <br /> <br />The proposed development complies with this standard as all 39 lots will have legal access to <br />the existing public street system. Lots 2, 5, 7, 10 through 14, 21, 23 through 26, and Lots 31 <br />through 33 will have legal access by utilizing various Private Joint Access Easements. Because <br />the proposed access easement will encumber and be shared by Lots 1 through 7, 9, 11 through <br />13, 18, 20, 21, 27 through 29, 36 and 37 the following condition of approval is warranted: <br /> <br />15. The proposed Joint Access Easements, which are subject to City review and approval <br />prior to recording with the final plat, shall be cross-referenced on the plat and be <br />accompanied by a maintenance agreement for each shared driveway, which addresses <br />the rights and responsibilities of each parcel relative to each shared driveway. <br /> <br />Page 20 of 87