04-08-2019 Council Packet - Laserfiche WebLink

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Ms. Katie Larsen 03/29/2019 Page 8 Lyngblomsten Preliminary Plat Engineering Review The new road width has been reduced to 26 feet. 5. We do not recommend striped pedestrian crossing for this development. This item can be re-evaluated in the future if needed. The pedestrian crossing has been omitted. After further evaluation it is anticipated that there will be a higher pedestrian volume between the Club House and the senior living thus a cross walk may be constructed at the south driveway as currently shown on the site plans. 6. Depending on the use of the commercial building on Outlot C, the City may consider a connection between the restaurant and commercial building parking lots. Noted. 7. The location of the trail along Hodgson Road will be reviewed once Anoka County has provided their review and the Hodgson Road turn lanes are laid out correctly. Noted. 8. The trail intersections with roadways shall be at 90 degrees/ perpendicular to the roadway. Specifically at the private roadway cul du sac. Trails nave been adjusted to be 90° to the intersection 9. The applicant shall include detail GEN – 25 and note the private utility trench is located beyond the right of way line to provide and 8-10 foot wide boulevard for tree plantings. The detail and note hare been added to the plans 10. The applicant shall include detail GEN – 23 and note the sign is to include the City’s Logo. The detail and note frame been added to the plans 11. Remove detail GEN – 7. The City does not install valley gutters on new roadways. This detail is for reconstruction. The detail has been revised City staff has been working with the adjacent impacted agencies (Anoka County, Ramsey County and the City of Shoreview) to review impacts the development has on their respective roadways. The revised plans dated 3/11/2019 have been reviewed. The general concept of the roadway mitigation and layout is considered acceptable however, the details of the roadway geometrics still require final review and approval. Some of the issues that have been identified include: • The development north access on Hodgson Road right turn lane into site needs the taper revised so it does not impact the property to the north. • The proposed right turn lane on CR J to the development will require widening of the existing pavement to accommodate the future lane configuration on CR J. • The southbound to westbound Hodgson to J right turn lane construction will impact the existing signal cabinet and require re –location of signal equipment. • The applicant shall demonstrate how the proposed development access on CR J will be limited to a right-in/right-out • If “pork-chop” islands are used at the right-in/right-out access locations, they need to be designed correctly to insure that the left turn movements are not allowed. • The lane configuration south of CR J and needs to be included on the plans to insure lane continuity with any widening of Hodgson Road. • The ultimate design of Hodgson Road, including the raised median limiting access to the east side of the road, may require phasing. • Wetlands and Mitigation Plan There is one wetland located on the site. It was delineated by Kjolhaug Environmental on 06/11/18. The Technical Evaluation Panel approved the wetland delineation on 10/3/18. Comments: 1. In the preliminary plat, expand the drainage and utility easement to include the 25-foot buffer. The plans have been adjust accordingly. 2. The applicant shall replace detail GEN – 22 with the current version. The detail has been updated. This comment still needs to be addressed.