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Home My WebLink About04-72 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 RESOLUTION 04.72 RESOLUTION OF THE PRIOR LAKE CITY COUNCIL APPROVING THE PRELIMINARY PLAT OF "DEERFIELD INDUSTRIAL PARK" SUBJECT TO THE CONDITIONS OUTLINED HEREIN. MOTION BY: ZIESKA SECOND BY: PETERSEN WHEREAS: The Prior lake Planning Commission conducted a public hearing on October 13, 2003 to consider an application from Deerfield Development for the preliminary plat of Deerfield Industrial Park; and WHEREAS: Notice of the public hearing on said preliminary plat has been duly published and posted in accordance with the applicable Minnesota Statutes and Prior lake Ordinances; and WHEREAS: All persons interested in this issue were afforded the opportunity to present their views and objections related to the preliminary plat of Deerfield Industrial Park for the record at the Planning Commission hearing; and WHEREAS: The Planning Commission and City Council have reviewed the preliminary plat according to the applicable provisions of the Prior lake Zoning and Subdivision Ordinances and found said preliminary plat to be consistent with the provisions of said ordinances; and WHEREAS The Prior Lake City Council considered an application for preliminary plat approval of Deerfield Industrial Park on April 19, 2004; and WHEREAS: The City Council finds the preliminary plat of Deerfield Industrial Park to be consistent with the provisions of the Zoning and Subdivision Ordinance, subject to the listed conditions. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PRIOR LAKE, MINNESOTA: A. The above recitals are incorporated herein as if fully set forth. B. The preliminary plat of Deerfield Industrial Park is approved subject to the following conditions: 1) Adelmann Street and the corresponding utilities must be extended across City property to the north property boundary as part of this development at City expense. 2) The minimum right-of-way dedication for CSAH 87 must be 60' from the centerline. Left and right turn lanes must also be constructed on CSAH 87. r:\resoluti\planres\2004\04-72.doc ~1:i~ofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 ~- .-" . 3) The developer must provide $125,000 for the construction of a left turn lane on CSAH 87. This amount will be placed in escrow as part of the development contract with the final plat, and collected on a prorated basis. 4) A wetland mitigation plan must be approved by the City Council prior to any grading on the site. 5) The developer must submit revised stormwater runoff calculations to the City for review and approval prior to any grading on the site. 6) Revise the Tree Preservation Plan to include a breakdown of the percentage of caliper inches removed for roads, utilities and drainageways, and for building pads and driveways, and if necessary, submit a tree replacement plan. This work must be completed prior to any grading on the site. 7) Provide a landscaping plan for the subdivision trees with the final plat application. Separate landscaping plans will be required as part of the development application for each individual lot. 8) Submit all of the necessary permits and approvals from other agencies, including Minnesota Department of Health review for watermains, MPCA permits for sanitary sewer, and Scott County permits for construction activity in the Scott County right-of-way. 9) The following comments in the memorandum from Larry Poppler, Assistant City Engineer, dated April 5, 2004 (see attached) must be addressed as part of the final plat application: General a. Provide a geotechnical report and pavement section calculations. b. Design plans shall follow the requirements of the Public Works Design Manual. c. Plan sheets should be sized to be 22" x 34". d. The line types are too similar to each other. Revise line types. Utilities e. A 12" watermain located at the north end of Deerfield 12th must be connected to the watermain on Adelmann Street. f. Use 8" sanitary sewer stubs out of manholes. g. Provide sewer and water to the lot at the northeast comer (RLS 98). h. Use environmental manholes, 3' sumps, at the last structure which is road accessible prior to discharge into any water body. i. Use RCP for all storm sewer, since it is future parking is not yet determined. j. Show gate valves at Adelmann and CSAH 87. k. Provide 8" watermain to the property to the northeast. I. Provide water service to the property south of the Prior lake Maintenance Center. Streets m. Provide a 36' wide street width face of curb to face of curb and 80 feet of right of way. r:\resoluti\planres\2004\04-72.doc Page 2 n. Show typical section for the roadway, including 8618 curb and gutter, right of way line, and trail. The thickness of the pavement section may need to be increased due to the proposed commercial loading. o. Build roadway to property in northeast corner (RLS 98). p. Check cul-de-sac dimensions. Larger cul-de-sacs may be necessary to accommodate trucking. Show radii for cul-de-sacs. q. Show trail or sidewalk on the south side of Adelmann. r. Show drainage and utility easement for the wetland adjacent C-5. Wetland Plan Comments s. Wetlands E, F, and H were determined to be exempt per the Wetland Conservation Act Notice of Decision dated October 16, 2003. However, Wetlands E and F are exempt provided that the drain tile within these wetlands is maintained. Based on these plans, it does not appear that they are maintaining the drain tile. If this is the case, the fill would not be allowed under the exemption permit. t. Wetland fill of non-exempt wetlands is proposed on the plans. A sequencing discussion, including avoidance and minimization alternatives, needs to be completed along with a Replacement Plan Application. Based simply on the plans, it appears that much of the wetland impact could be avoided or minimized. u. We have concerns that the 12-foot deep NURP pond (Pond II) has the potential to drain the existing adjacent Wetland G and a portion of Wetland D. Information regarding this potential needs to be included in the permit application. v. Wetland replacement is not shown on the plans. A replacement plan application needs to be developed discussing wetland mitigation. w. A 3D-foot buffer around the existing wetlands needs to be shown on the plans in conformance with City Standards. x. Show elevations of the existing wetlands. HYdroloaic/Hydraulic. Water Quality. and Gradina Comments y. Please specify that slopes greater than 4:1 shall have erosion control blanket installed immediately atter finished grading. Maximum grades of 4:1 are required in maintained areas. Provide note stating the benchmarks for the site. z. A rock construction entrance must be installed on the site during construction. Show location on the plan. aa. Please include a storm sewer profile with the final plan. bb. Skimmer structures shall be installed at the outlet of all NURP ponds. Please include details of these structures with the plan. cc. All NURP ponds shall have a defined EOF that has been protected against erosion. dd. Maintenance hard surface access routes shall be defined for all treatment ponds. r:\resoluti\planres\2004\04-72.doc Page 3 ee. The erosion control fence should be extended to the north of block 1 lot 1. ft. Grading plan incomplete for the northeast comer of outlot B. gg. Show calculations for a infiltration I storage system that has the storage capacity to accommodate at least all runoff from 1 year 24 hour rainfall event. This system should also have the capacity to infiltrate all runoff from the 1 year runoff event within 72 hours. Show that the infiltration rates proposed are consistent with the soil types. hh. NURP Pond II shall be a minimum of one foot higher than the HWL of the pond (show contour I spot elevation) Passed and adopted this 19th day of April, 2004. YES NO Haugen X Haugen Blomberg X Blomberg LeMair X LeMair Petersen X Petersen Zieska X Zieska {Seal} \1& Frank Boyles, City Manager r:\resoluti\planres\2004\04-72.doc Page 4