Agenda - Council - 12/13/2005 - Laserfiche WebLink

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conditional use permit will be required to develop the additional two buildings in the future, unless an additional subdivision is proposed. ~ Setbacks: The maximum front setback from street right-oX-way is five feet. There are no minimum side and rear yard setbacks witkin the TC~I zoning district. The side yard setbacks should be minimized where possible to enhance the pedestrian environment. The revised site plan indicates that the proposed building will be constructed at the build-to line in the front, which is acceptable. The side setback will be approximately 40 _feet from the roadway. This large setback is acceptable to staff because it allows for a friendly pedestrian environment. The outdoor patio extends 29 feet from the edge of the building, and the site plan allows for a nine foot sidewalk/walkway from the edge of the patio to the street. Grading and Drainage: Some of the additional data requested after sketch plan review has not been received. Additional review is not possible until the details requested are provided. The following items must be indicated on the TEC Design Grading and Utility Plans: · Building Setback Lines ~- · Proposed NEW Spot Elevations · A Master Grading and Utility Plan for all future buildings on the site · Invert Elevations for the storm sewers These are items requested by the City in the letter 'dated November 18, 2005. In addition to these items, the following comments should be addressed before the issuance of a building permit: · The plans provided do not provide Visual differentiation between existing and proposed features. Visual contrast must be provided and additional plans should be added to the set to separate the grading, utilities 'and site information. · Construction details have not been provided. It is customary to-provide most construction details on final plat documents. · The storm sewer pipe from this building runs through the proposed foot print of a ~ture building. This is not permitted under the plumbing, code. The storm sewer must be rerouted to avoid the future buildings. · The drainage between the buildings must be designed at this stage, catch basins may be required where overland drainage is not possible. The inter-building spaces may be needed .as egress routes,, in which case the path must not have abrupt grade changes and must be maintainable. Consn'uction of stornx sewer after the buildings are constructed is possible; however, additional care must be ' exercised and final surface finishes must be patched, impacting the visual appeal of the site. · Storm sewer inlets are not proposed for the access drive exiting the north side of the site. Runoff from impervious sur~tkces on the site must be captured and routed to the water quality treatment structure. · Catch basins are required near the property line on the proposed drive. -458-