Loading...
2019 12-03-pc-sumCHANHASSEN PLANNING COMMISSION REGULAR MEETING SUMMARY MINUTES DECEMBER 3, 2019 Chairman Weick called the meeting to order at 7:00 p.m. MEMBERS PRESENT: Steve Weick, Mark Randall, John Tietz, Michael McGonagill, and Laura Skistad MEMBERS ABSENT: Mark Undestad and Doug Reeder STAFF PRESENT: Kate Aanenson, Community Development Director; Sharmeen Al-Jaff, Senior Planner; and Erik Henricksen, Project Engineer PUBLIC HEARING: CONSIDER A RFQUEST FOR A SUBDIVISION WITH VARIANCES AT 6760 MINNEWASHTA PARKAY (BOYLAN SHORES). Sharmeen Al-Jaff and Erik Henricksen presented the staff report on this item. Commissioner McGonagill asked for clarification on the access, layout of this property in conjunction with the properties to the north and south, and stormwater runoff issues. The applicant Harold Worrell, 3835 Meadowview Terrace, St. Bonifacius described his plans for development of this 3 lot subdivision. Marty Campion, the project engineer addressed stormwater drainage issues. Chairman Weick opened the public hearing. No one spoke and the public hearing was closed. After comments from Commissioner members the following motion was made. Randall moved, Tietz seconded that the Planning Commission recommends the City Council approve the preliminary plat to subdivide 2.71 acres into three lots and four outlots and a variance to allow a private street and lots to be bisected by a public street as shown in plans stamped “Received November 1, 2019”, subject to the following conditions and adoption of the findings of fact and decision recommendation: SUBDIVISION Engineering: 1. The installation of a contiguous curb consistent with the Minnewashta Parkway corridor shall be constructed where the existing driveway access is located (see City Detail Plate #5203) immediately after the construction entrance at the location has been permanently removed. Planning Commission Summary – December 3, 2019 2 2. The applicant shall provide adequate right-of-way (ROW) over the entirety of the trail along the west side of Minnewashta Parkway. This ROW shall align with the newly subdivided property to the north to ensure continuity and will be reviewed and approved by the city prior to recording of final plat. 3. No additional accesses shall be had off Minnewashta Parkway to serve the newly created lots. 4. Covenants addressing the maintenance and snow plowing operations of the private street shall be filed against all benefiting properties and submitted to the city for review and approval prior to recording of final plat. 5. Grading plans shall be updated to illustrate drainage arrows. 6. Appendix B of the Stormwater Management Plan shall be updated to include drainage arrows illustrating the direction of discharge from each sub-catchment. 7. Updated stormwater modeling verifying adequate capacity of downstream public stormwater facilities and conveyance systems shall be provided for review and approval prior to recording of final plat. 8. Plans shall be updated to address Sec. 18-57.p.4 regarding the design of adequate drainage facilities for the private street. 9. An updated SWPPP shall be submitted as plans are finalized, when the contractor and their sub-contractors are identified, and as other conditions change. Review and approval of the standalone document is required prior to any grading. 10. The newly extended 6” C900 water main shall be privately owned and maintained. 11. Coordination with all small utility companies for the excavation and underground utility installations shall be maintained by the applicant and their contractor. 12. Lot 2’s water service shall be had from the newly extended water main; plans shall be updated accordingly. 13. Updated plans shall be submitted as to not create a potential conflict or any crossing of the sanitary service lateral to Lot 1 with the newly extended water main. 14. The applicant’s contractor shall field verify the serviceability of the existing sanitary sewer service for Lot 2. This shall be accomplished via CCTV which will be provided to the city prior to connection of the existing sanitary sewer lateral. 15. A Homeowners Association (HOA) encompassing all lots is required, in perpetuity, to ensure the technical expertise and funding mechanisms for the operation and maintenance of the private street and stormwater treatment devices. Planning Commission Summary – December 3, 2019 3 16. Operation and maintenance of private stormwater BMPs is required in perpetuity. An operation and maintenance plan must be approved by the Water Resources Coordinator, or their designee, and recorded against the properties that details the HOA’s permanent inspection, maintenance, and funding mechanism that ensures stormwater BMPs will function as designed. Construction Plan Review: 1. On sheet 2 of 10: for clarity, remove call-outs associated with curb & gutter removal or bituminous removal as those are related to the installation of utilities and are addressed on subsequent sheets; add to notes associated with removal of structures (e.g. house, deck, sheds, etc.) that any removal requires a building permit; add to notes that any found wells, septic, tanks, etc. shall be abandon in accordance with the appropriate state and local regulations. 2. On sheet 3 of 10: illustrate existing public trail on the preliminary plat to ensure appropriate ROW dedication; clarify shoreline area illustrated adjacent to “Outlot C” and “Outlot D” on preliminary plat, it is unclear if this area is designated as D&U. 3. On sheet 4 of 10: update call-outs for sanitary sewer taps to incorporate “WYE” and not “SADDLE”, update call-outs for removal and replacement of curb & gutter and bituminous to identify the appropriate city detail plate numbers; Note 5 shall be updated read “…shall be PE/PEX” and not copper, (the city specifications and plates are being updated to incorporate no use of copper for water service laterals; detail plates and specifications can be provided upon request); Note 6 should updated to address the need for a city Underground Utility Permit (ROW permit); Note 8 correctly addresses City Code regarding the location of the curb stop at the property line, however the plans illustrate the curb stop at the D&U line, update plans accordingly; Note 9 should be updated to incorporate the same requirement for water services (painted blue); Note 10 should be updated to incorporate language that tracer while shall meet city specifications, also the notes are overlaid with another label and are illegible, update accordingly; add a note to the effect that testing requirements for water main installation shall meet city requirements and specifications, and that the coordination of testing (bacteria, pressure, etc.) are to be coordinated with the Public Works Utility Department (952-227-1130). 4. On sheet 5 of 10: the call-out for the construction of the private drive entrance at Country Oaks Drive shall include detail plate #5206 which will require the detail sheet to be updated accordingly; construction of the private street and other utilities may encroach into abutting properties, update the plans to incorporate notes for protection of private property and private structures/landscaping or if a temporary construction easement is required; provide a typical street detail that adequately addresses the 7-ton design requirement; EOF should be shown, profile details for the EOF and storm pond shall be provided with elevations, include the OCS within the storm pond detail; either update Note 1 so that Class 5 RCP is utilized, or eliminate entirely as no RCP is proposed; add Planning Commission Summary – December 3, 2019 4 note that an Underground Utility Permit (ROW permit) is required for the connection to the existing catch basin. 5. On sheet 6 of 10: illustrate the locations of all borings referenced in the geotechnical report; illustrate drainage arrows for proposed elevations and grades; include in the legend a detail for the house pad call-outs (G, TF, LL, WO) for clarity; show benchmark location and elevation; include first floor elevations of buildings on adjacent lots (i.e. the lot and building to the south); include existing and proposed elevations at the following locations – each lot corner, top of curb or centerline of roadway at each lot line extension, center of proposed driveway at curb, grade at corners of proposed structure. 6. On Sheet 7 of 10: identify proposed stockpile locations; under the call-out for the silt fence around pond, direct contractor to sheet 10 for additional notes on installation and stabilization of pond; provide detail number for construction entrance call-out; all construction access will be had through one approved construction entrance, thus the silt fence on the northwest corner of the site should be contiguous (no gap), provide a second phase of the erosion control plan for when the construction access off Minnewashta Parkways is closed and stabilized per Engineering Condition (1.) and the construction entrance at the northwest corner is active. 7. On sheet 10 of 10: Update General Grading Note 9 that haul routes shall be supplied to the city for review prior to grading and that there will be no hauling during road restrictions unless reviewed and approved by the city; update General Grading Note 20 that the city’s Water Resources Coordinator, or their designee, shall be notified 24-hours prior to commencement of dewatering activities; update Erosion/Siltation Control Note 11 to eliminate “Contractor shall place Mirafi fabric and gravel over all catch basins…”, if inlet protection is required it should meet the city specifications and detail plates (catch basin sediment trap #5302A). Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected as a condition of approval for two of the three lots. The park fees will be collected in full at the rate in force upon final plat submission and approval. Based upon the current single-family park fee rate of $5,800 per dwelling, the total park fees would be $ 11,600. Environmental Resources Coordinator: 1. No required landscape plantings shown on the approved landscape plan may be planted in any of the outlots. 2. Tree planting requirements on each lot are as follows: Lot 1 – 10 overstory deciduous, 8 evergreens; Lot 2 – 3 deciduous overstory, 5 evergreens; Lot 3 – 5 deciduous overstory, 3 evergreens. Planning Commission Summary – December 3, 2019 5 3. Any tree removal on Outlot C or D shall be replaced 2:1 diameter inches on the same outlot. 4. Tree preservation fencing must be installed around trees proposed to be saved prior to any construction activities. Planning: 1. Approval of the subdivision is contingent upon the applicant securing the segment of property, to allow the applicant to achieve a 30-foot frontage on a public ROW off of Country Oaks Drive and the City Council approving the transfer of Outlot B of Glendale Homes Drive Subdivision from the city to the applicant. 2. The applicant shall combine Outlot C with Lot 3 and Outlot D with Lot 2. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: Commissioner Skistad noted the verbatim and summary Minutes of the Planning Commission meeting dated November 19, 2019 as presented. ADMINISTRATIVE PRESENTATIONS. Kate Aanenson provided updates on future agenda items. Commissioner McGonagill moved to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 8:00 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim