08/13/2003 P&Z Packet - Laserfiche WebLink

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• • Engineering Review Page 2 August 8, 2003 Sportatorium Commercial Development Site this issue further as follows: Determine what type of development or use is allowed within the easement area (i.e., confirm that the construction of a parking lot is acceptable), and identify what restrictions (if any) apply for the easement. If it is necessary to vacate a portion of an easement, the Plans must identify accordingly. 3. The site area location is unique in that it is bordered by the City of Centerville on the west and by I- 35E on the east. Cedar Street is current a gravel roadway, and would require upgrading to current design standards, which includes concrete curb and gutter and bituminous paving. However, jurisdiction of the roadway is shared with the City of Centerville. In addition, the west boundary of the property (existing drainage, utility, and roadway easement) is proposed to be constructed as 21st Avenue South, which would also be shared with the City of Centerville. It is recommended that the Cities of Centerville and Lino Lakes meet jointly to discuss immediate and long range development activities in this area, timing of required public improvements, maintenance responsibilities, and other mutual long term goals and interests. 4. The subject property is bordered on the east by I -35E. If the property is to be platted, review and approval by Mn/DOT will be required. Any impacts to Mn/DOT right of way (including drainage), will require review of the Plans by Mn/DOT. 5. All utility (sanitary, water, storm) systems, street systems including sidewalks /trails shall follow City of Lino Lakes engineering standards and/or CEAM specifications. Utility Plan sheets shall have a note referring to City of Lino Lakes and CEAM details along with other pertinent construction notes. All infrastructure design and installation methods shall be installed in accordance with the recommendations of the geotechnical report. 6. A Project Manual and/or specification booklet needs to be submitted for engineering review and comment prior to construction Plan approval. Streets 1. 21st Avenue shall have a two (2) foot depth of Granular Bedding (see next comment). 2. For 21st Avenue and Cedar Avenue, use Mn/DOT Select Granular Borrow in lieu of Granular Bedding as shown on Plan Sheet D1. 3. Provide documentation regarding Anoka County Highway Department requirements for the intersection of Anoka County Road 54 (20th Avenue) and the proposed Cedar Street West. 4. Existing driveway restoration shall include 8" of Aggregate Base (Class 5) and 2" Bituminous Wear Course Pavement. Eliminate storm sewer spillways at approximately Stations 0 +50 and 8 +00 on Cedar Street (Sheet U1). It is recommended that a catch basin and piping system be used. Note: It appears that a spillway on the south side of Cedar Street at Station 8 +00 has no outlet source if the cross - sections are shown correctly.