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Zoning File #2279 <br />August 14, 1997 <br />Page 4 <br />Road Issues: The piimar>’ reason for proposed Outlot B as a road rather than a dri\’eway <br />Outlot, is to avoid the back lot 150% area requirement which could not be met by Lot 2 if <br />Outlot B was merely a 30' dri\ eway corridor. A secondary reason is that the 150% setback <br />requirements for a back lot v\ould ha\ e a major impact on Lots 1 and 2. The result, however, <br />is that Outlot B not only destroys a potential drainfield site for Lot 4 (which would likely <br />have been eliminated with a narrower Outlot regardless) but also places a major road and cul- <br />de-sac very near the existing house to the southwest which exists on a substandard lot. <br />If Outlot B ser\ es Lots 1, 2 and 4. under City codes and consistent practice it is required to <br />be platted as a road rather than a driveway. <br />The concern about access safety for L\ man Avenue in general would be somewhat decreased <br />by having all new lots access from Outlot B. The paved portion of Lyman Avenue stops just <br />west of Outlot A. and from there eastward this private road ser\es WTiitehead's existing <br />residence and 4 other existing homes, plus 1 po ential buildable vacant lot. The City <br />Engineer during the sketch plan review noted that the Lyman Avenue pavement is <br />significantly narrower than the minimum 24' pavec width standard for a private road, and <br />recommended that the developer be responsible for upgrading Lyman Avenue to private <br />street standards from Smith Avenue to the driveway location of Lot 3, where he suggested <br />construction of a cul-de-sac. The difficulty with that is that applicants do not own the <br />property at that location. <br />Stormwater/Wetlands : Applicant has provided a hydrology narrative indicating that there <br />will be no change in flow pattern for the site. Basin E, which is a pond excavated at a low^ <br />point in the topograph}, is proposed to be enlarged to become a NURP pond to treat runoff <br />from the proposed Outlot B cul-de-sac. The hydrology information has been submitted to <br />the City Engineer for review and comment. A summary wetlands delineation report has been <br />attached to the boundary and topographic surv ey, but the full report has not been submitted, <br />and is required. <br />Proposed Lot Nuances: <br />Lot 1 - Nearly half of the total area of Lot 1 is wetland basin A located at the base of a 15-20' <br />high slope. This provides a location for a walkout residence which would meet the required <br />setbacks. A 50' side setback is proposed at the south end to provide extra buffer to the <br />neighbor. The drainfield sites shown on the preliminary plat are very close to wetland Basin <br />C which is a temporarily flooded Type 1 forest wetland of minor consequence. The <br />applicants request a setback variance for both primary and alternate drainfield sites for this <br />lot. The septic sites as drawn do not match the site evaluator's report. <br />Lot 2 • Lot 2 will require a driveway of approximately 400' in length past the end of the cul- <br />f i