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LUBA RET. EX 076/077 RE-T
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LUBA RET. EX 076/077 RE-T
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Last modified
4/27/2017 4:32:29 PM
Creation date
3/29/2017 1:46:04 PM
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Template:
PDD_Planning_Development
File Type
PDT
File Year
13
File Sequence Number
1
Application Name
OAKLEIGH COHOUSING
Document Type
LUBA Materials
Document_Date
10/9/2013
External View
Yes
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0 0 <br />Specific measures for compliance with SFHA standards will be subject to further City review and <br />approval at the time of building permits. <br />Public Works staff does not concur with the applicant's floodplain delineation, but finds that it is <br />relatively accurate. Buildings 1, 2, 4, the northernmost garage, the northernmost bike shed, and the . <br />bike barn are located entirely within the SFHA, whereas Buildings 3 and 7 are located partially within <br />the SFHA. Staff notes that the highest BFE shall be used for the entire development site, unless each <br />structure (including the bike barn) has a specific BFE determination that has been approved by City <br />staff. To ensure compliance with the applicable SFHA standards, the following condition of approval is <br />necessary: <br />• The final site plan shall delineate the Special Flood Hazard Area, identify Base Flood <br />Elevation (for the entire site or for each building), and note that development of the site will <br />be required to comply with the standards at EC 9.6707 through EC 9.6709. <br />As conditioned, the development will comply with the applicable SFHA standards. <br />(d) EC 9.6710 Geological and Geotechnical Analysis. <br />The geotechnical analysis requirements beginning at EC 9.6710 apply because the proposed <br />development is a PUD that has slopes in excess of five percent. The applicant submitted a geotechnical <br />analysis prepared by Foundation Engineering, Inc. Public Works staff confirms that the applicant's <br />analysis meets the Level Three Analysis requirements of EC 9.6710(4)(c) and Administrative Order AO- <br />58-02-25-F. The analysis includes the results of sub-surface investigation and testing, to establish soil <br />types and distribution, and the characteristics of the site and soils, in relation to the proposed <br />development. The analysis includes design recommendations for construction and inspection. <br />Public Works staff confirms that the analysis confirms the suitability of the site for the proposed <br />development and notes that the geotechnical recommendations are industry standards. Nevertheless, <br />to ensure compliance as proposed, the following condition of approval is necessary: <br />The final PUD site plans shall note that construction permits shall conform to the applicant's <br />geotechnical analysis. <br />Based on the above findings and condition, the geotechnical standards at EC 9.6710 will be met. <br />(e) EC 9.6730 Pedestrian Circulation On-Site. <br />The development meets these standards by providing pedestrian connections between the dwelling <br />units and common facilities. <br />(f) EC 9.6735 Public Access Required. <br />The development will have access onto a public street, Oakleigh Lane, consistent with this <br />standard. Referral comments from Public Works staff confirm that the other requirements of this <br />standard are also met. <br />Staff Report: Oakleigh Meadows Cohousing September 2013 Page 24 <br />HO Agenda - Page 31 <br />
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