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2014_06_04_PC_Minutes
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2014_06_04_PC_Minutes
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Regular Planning Commission Meeting <br />Minutes – Wednesday, June 4, 2014 <br />Page 5 <br />for street widths, and Section 1103.021 for the range of alternatives. Mr. Lloyd advised <br />196 <br />that the actual construction plan provided for a 40’ radius for the turnaround area, which <br />197 <br />was below standard, but supported by the Public Works Director and previously by the <br />198 <br />City Council in their approval in 2007. <br />199 <br />At the request of Mr. LeTendre, Mr. Lloyd confirmed that this would be a public street, <br />200 <br />with the City responsible for its future maintenance <br />201 <br />Mr. LeTendre also asked the price point for these proposed lots, as requested previously <br />202 <br />by Member Daire. <br />203 <br />Member Daire clarified that he had sought information on the price point of the proposed <br />204 <br />structures, not the land itself; opining that the land undergirding the structure may be the <br />205 <br />same as that of surrounding properties; and that the difference may occur in actual sale <br />206 <br />price of the proposed new residential structures as opposed to the existing structures. <br />207 <br />Mr. LeTendre stated that he was interested in that information as well. Mr. LeTendre also <br />208 <br />noted ponds # 6 and 4.b show that they would overflow onto neighboring properties; and <br />209 <br />questioned if the Commission had addressed that or not with the City Council; however, <br />210 <br />he opined that such a design or circumstance would not be upheld in court. If the <br />211 <br />Commission approved this proposal, Mr. LeTendre asked that they make it a contingency <br />212 <br />that no water from the development’s ponding overflows onto neighboring properties. <br />213 <br />Mr. Paschke advised Chair Gisselquist that the City Engineer could comment on the <br />214 <br />preliminary plan at the discretion of the Chair. <br />215 <br />Member Boguszewski suggested staff comments and/or responses be held until after <br />216 <br />citizen comment was heard. <br />217 <br />Mr. LeTendre further noted several areas shown on the plat “restraining walls by others” <br />218 <br />and wondered what that meant, whether the developers would still pay for them, or what <br />219 <br />the intent was. <br />220 <br />Mr. Paschke advised that the applicant could respond to that question; but assumed it <br />221 <br />was a by-product of the lot itself and development of final home designs, typically a <br />222 <br />responsibility of the builder to install them consistent with the plan, and approved by the <br />223 <br />City. <br />224 <br />Mr. LeTendre noted the notation “alternative driveway by developer,” but noted that none <br />225 <br />was actually shown, and questioned that intent. <br />226 <br />Member Daire noted that the alternative driveway shown on the plat cut south across the <br />227 <br />retention pond area. <br />228 <br />Recognizing that, Mr. LeTendre asked how the Planning Commission would address <br />229 <br />that, and if the developer uses the pond, would the alternative go away. <br />230 <br />Mr. Paschke clarified that it was actually the other way around; the pond was the <br />231 <br />controlling mechanism as to where the house would/could be located, and would need to <br />232 <br />be designed for a driveway further to the north, and not across the pond. <br />233 <br />At the request of Chair Gisselquist, City Engineer and Assistant Public Works Director <br />234 <br />Marc Culver responded to questions of the public and Commission. <br />235 <br />Marc Culver <br />236 <br />In respect to the question related to overflow of two infiltration basins on the west side of <br />237 <br />the property, Mr. Culver noted that it did show potential overflows onto adjacent parcels. <br />238 <br />While unable to address what would be held up in court, from his standpoint, Mr. Culver <br />239 <br />advised that overflow basins were designed to withhold water for certain 100 year rainfall <br />240 <br />events – 7 inches over a 24-hour period, in excess of that, they would overflow into <br />241 <br />existing drainage patterns existing today. Mr. Culver advised that staff contends that the <br />242 <br />plan shown provides a reduction in overall drainage to the area, in essence capturing <br />243 <br />more stormwater than today; and as indicated by Mr. Lloyd, improved previous <br />244 <br />requirements slightly. <br />245 <br /> <br />
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