Resolution 4167 - Laserfiche WebLink

5. Signing: A signing plan for entryways shall be submitted and to and approved by the Planning and Public Works Departments. 6. Detailed drawings in accordance with City Design and Construction Standards shall be submitted to the Public Works Department showing site parking layout, landscaping, utilities, storm drainage, temporary construction erosion control, and all required improvements in the public right-of-way. Public Works Department approval of these drawings is required prior to any permits being issued. All improvements shall be completed, approved and warranted before the Occupancy Permit is issued/final approval is granted. 7. Full standard (half) street improvements are required to this property's frontage on Upper Ridge Road, including but not limited to curb, gutter, sidewalks, street widening and drainage control per City Design Standards. 8. Parking must be per City Zoning Code and City Design and Construction Standards. 9. On-site detention of stormwater runoff is required per City Standards. Although the Pigeon Creek#2 Basin plan goals are based on a 5-year storm, predeveloped detention release for the east fork sub-basin, recent studies have indicated that erosion and incision is occurring in the east fork of the stream and downstream of the confluence of the east and west forks. The runoff rate from a 2-year storm prior to development will be required as the detention release rate for both sub-basins. 10. Treatment of stormwater runoff from paved areas must occur, per City Standards, prior to discharge of the stormwater from the site or to a stream or wetland. 11. Stormwater detention/retention, quality protection, and treatment requirements for this project shall be those requirements in effect at the time of application for Public Works permits. Currently, three options for stormwater treatment are presented in the current City Standards. The least preferred option is allowed only if the first two options are infeasible in the opinion of the Public Works Department. The options for stormwater treatment are, in order of preference: a. an infiltration basin designed and constructed according to City Standards if suitable soils exist on the site; b. a wetpond designed and constructed to City Standards; or c. a baffle-type oil/water separator followed by a vegetated swale, both designed and constructed according to City Standards. If an infiltration basin is not feasible, a wetpond will be required to treat runoff from paved surfaces. Roof downspout infiltration systems, designed and constructed in accordance with City Standards, should be used to the maximum extent practical to dispose of rooftop 3