2016-127 Council Resolution - Laserfiche WebLink

Home Search

d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer-financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. The church is accessed via 2 main entrances off CSAH 54 and there will be no change to the existing driveways. CSAH 54120"'Ave. N is an "A" minor arterial/reliever road. There will be a limited hiring of additional staff and volunteers with no noticeable increase in traffic and no impacts to the traffic level of service are anticipated. The footprint of the addition is completely inside the existing fire road that surrounds the west side of the church; so there is no change to access or conditions for fire protection. 5. The proposed development shall be served with adequate and safe water supply. The site is served by an onsite private well that can accommodate the demands of the proposed church addition. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The site is served by an onsite wastewater treatment system that can accommodate the demands of the church addition. 3