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5 <br />Architectural Plans and Exterior Building Materials <br /> <br />There are no principal buildings proposed with the project. <br />Outdoor Lighting <br /> <br />City Code Section 1007.043(6) details requirements for Outdoor Lighting. <br /> <br />Four (4) light poles with downlit hoods are proposed for the new parking lot. They are <br />27ft in height which is less than the 30ft maximum allowed. The photometric plan shows <br />0.1 foot candle compliance at the adjacent residential rear lot lines. This is less than the <br />allowed 0.4 foot candle. Lighting performance standards are met. <br /> <br />One (1) new light pole and three (3) existing light poles are proposed for the new tennis <br />courts. They are 27ft in height which is less than the 30 ft maximum allowed. The <br />photometric plan shows 0.4 foot candle compliance at the east lot line. This is equal to <br />the allowed 0.4 foot candle. Lighting performance standards are met. <br /> <br />Off-Street Parking Requirements <br /> <br />The existing parking lot has 129 stalls. The new parking lot has 134 stalls. Existing trail <br />will be reconstructed near the new parking lot. Off-street parking requirements are met. <br /> <br />Grading Plan and Stormwater Management <br /> <br />Per the City Engineer’s Memo dated March 1, 2023: <br /> <br />Stormwater from the existing tennis court area drains to the east and west of edges of the <br />existing tennis courts. Stormwater from the existing parking lot area drains to storm <br />sewer located in the northeast and southeast corners of the parking lot. The stormwater <br />from both areas ultimately drains through the 399 Elm Street site through private storm <br />sewer to the public pond. <br /> <br />The project is proposed to rehabilitate approximately 1.89 acres of impervious surface <br />and add new or reconstruct approximately 0.57 acres on the impervious area, according <br />to the Stormwater Management Report. The surface water from proposed improvements <br />will still ultimately flow to the existing pond, but the applicant is proposing to treat <br />stormwater at the proposed parking lot site through an infiltration basin. The proposed <br />tennis courts include a draintile system that outlets to existing private storm sewer. <br /> <br />A geotechnical evaluation report prepared by Braun Intertec was submitted with the <br />application. The report included soil borings which indicated that the native soils in the <br />area consist of very-fine to medium-grained sand and is locally silt-rich. Groundwater <br />was not observed in the borings. <br /> <br />The applicant used a HydroCAD model based on the Atlas 14, 24-hour storms to design <br />the storm sewer and infiltration basin. The proposed improvements are designed to