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HomeMy WebLinkAbout6.a. PCAttachments_Rosewood Commons EXECUTIVE SUMMARY Planning Commission Regular Meeting: December 19, 2022 Tentative City Council Meeting: January 17, 2023 AGENDA ITEM: 22-91-FP and 22-98-PP Request by KJ Walk, Inc for preliminary and final plat approval for Rosewood Commons 2nd Addition AGENDA SECTION: Public Hearing PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.a. ATTACHMENTS: Site Location; Plat; Preliminary Site Plan and Landscape Plan; City Engineer’s Memo dated December 8, 2022; Stormwater Memo dated December 13, 2022; Parks and Recreation Memo dated December 15, 2022. APPROVED BY: AK RECOMMENDED ACTION: Motion to recommend the City Council approve the Preliminary and Final Rosewood Commons Second Addition Plats subject to the following conditions: 1. Execution of a subdivision agreement. 2. Approval of a Minor Amendment to the Rosewood Commons Planned Unit Development Agreement to allow for the reduction in the minimum lot width requirement for Lots 1 and 2, Block 1, Rosewood Commons Second Addition. 3. Incorporation of recommendations and requirements contained in the Engineer’s memorandum dated December 8, 2022. 4. Vacation of existing easements that will be platted as right of way or as easements on final plat for Lot 1, Block 2. 5. Payment of $42,930 cash-in-lieu of park land dedication. SUMMARY Property Owner: Warren and Kathleen Israelson Applicant: KJ Walk, Inc Site Location: Northeast quadrant of the intersection of Highway 3 and County Road 46 and the northeast quadrant of the intersection of Business Parkway and County Road 46 Parkway and County Road 46. Site Area in Acres: Comp. Guide Plan Designation: CC – Community Commercial Current Zoning: C4 – General Commercial & C3 – Highway Service Commercial The Planning Commission is being asked to consider a request by KJ Walk, Inc for preliminary and final plat approval for Rosewood Commons Second Addition in anticipation of future commercial development at two sites located west of the intersection of Business Parkway and CSAH 42 and one site located east of the intersection of Business Parkway and CSAH 42. Commercial development projects require site plan review, so if the preliminary and final plats for Rosewood Commons 2nd Addition are approved site plan reviews will be required for each site when. A minor amendment to the Rosewood 2 Commons Planned Unit Development Agreement is required with the approval of the preliminary and finals plats. Lots 1 and 2, Block 1 do not meet the minimum lot width requirements for the C4 – General Commercial zoning district so an amendment to the Rosewood Commons PUD is needed to allow for the two lots to be approved as is. Approval of a minor amendment to the Rosewood Commons PUD will be included as condition of approval with the plats. Staff is recommending approval of the preliminary and final plats and will be recommending to the City Council approval of the minor amendment to the Rosewood Commons PUD. BACKGROUND The Planning Commission reviewed and recommend approval of the Rosewood Commons Planned Unit, Preliminary Plat, and Site Plan for the first phase of development at its meeting in September 2020. The site was originally approved for a mixture of High Density Residential and Commercial Use which could include senior housing, a hotel, various retail, and a memory care facility. The proposed memory care and assisted living facility was approved by the City Council in June 2022 and is located within the Rosewood Commons Plat. The Rosewood Commons final plat was approved by the City Council in April 2022. This final plat was the final step in the subdivision process and was necessary to allow for construction to being on the six apartment buildings that received final site and building plan approval in 2020. With the submittal of that final plat the applicant did include two additional parcels in the southern portion of the preliminary plat area for future commercial use, but because the parcels were not included in the original preliminary plat, they were not able to be platted with Rosewood Commons. The Planning Commission is required to hold a public hearing to review commercial parcels as part of the preliminary and final plat process so that is why the applicant was required to go through the preliminary and final plat process for the proposed commercial lots that are being proposed. ISSUE ANALYSIS Legal Authority Legal Authority. Preliminary and final plat requests are quasi-judicial decisions for the Planning Commission. This means the Planning Commission is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance, and Subdivision Ordinance are being followed. Generally, if the proposed preliminary and final plats meet the standards and requirements for reviewing this type of request it must be approved. Plat The applicant is proposing a plat that will contain three buildable lots that were originally apart of the Rosewood Commons Plat and the Rosewood Estates Plat. Two of the proposed lots are located in the northwestern quadrant of CSAH 42 and Business parkway intersection and are adjacent to the south side of the private street of 149th Street, which is constructed within Rosewood Commons. The proposed third lot is located in the northeastern quadrant of CSAH 42 and Business Parkway intersection and is also adjacent to the south side of 149th Street. The land located west of the proposed Lot 1 and 2, Block 1 will be outloted on the plat as Outlot A. The Zoning Ordinance contains standards related to the dimensions of lots within the C3 – Highway Commercial and C4 – General Commercial zoning districts. There is no minimum lot depth specified in the City Code, but a minimum lot width and area is required to be followed. The plat shows that Lots 1 and 2 of Block 1 do not meet the required 120-foot minimum lot width requirement. Lot 1, Block 1 has a minimum lot width of 106-feet in the northern portion of the site and Lot 2, Block 1 has a minimum lot width of 119.49-feet in the southern portion of the site. A minor amendment to the Rosewood Commons Planned Unit Development Agreement to allow for the reduced minimum lot width is required for Lots 1 and 2, Block 2 and will be included as a condition of approval for the preliminary and final plats. The standards and a comparison of the proposed plat is provided in the table below. Standards related to setbacks, lot coverage, building height, etc. will be reviewed by staff and the Planning Commission when 3 site plan review applications are submitted. Lot Standard Required Lot 1, Block 1 Lot 2, Block 1 Lot 1, Block 2 Minimum Width 120 feet 106 feet 119.49 feet 291 feet Minimum Area 20,000 sq ft >20,000 sq ft >20,000 sq ft >20,000 sq ft Engineering The request was reviewed by the City Engineer, with comments provided in a memorandum included with the attachments. The main access to Lots 1 and 2, Block 1 will be from a common driveway centered on the westerly property line of Lot 1, Block 1, which also extends into Outlot A. Shared driveway easements and maintenance agreements will be required between the two lots of Block 1 and the future lot to be platted with the development of Outlot A. The main access to Lot 1, Block 2 comes from an existing driveway extending from 149th Street at the northeast corner of the parcel. This driveway location will need to be the access and egress location for the lot. Noted in the engineer’s memo is that 149th street adjacent to Lot 1, Block 2 is located within a roadway easement as it is not on platted right of way. The platting of 149th street must include the vacating of roadway and drainage and utility easements in that area. Sanitary sewer and water services have been extended to each of the three lots. Services were extended to Block 1 with the development of Rosewood Commons. Services to Block 2 extend from 149th Street midway along the lot. Also noted was tree plantings will need to allow space for access and maintenance for future proposed infrastructure. Park Dedication The City’s Parks and Recreation staff reviewed the proposed plat and is recommending a fee-in-lieu of land dedication for the proposed commercial sites. The cash dedication for the 4.77 acres of commercial development would be $42,930 (4.77 acres x $9,000 per acre). CONCLUSION AND RECOMMENDATION Staff is recommending approval of the preliminary and final plat based on the information provided by the applicant and reviewed in this report, subject to the conditions listed in the recommended action. 33 5 . 6 9 4 0 . 5 3 E Ϭ ϲ Σ Ϭ ϳ Ζ ϰ Ϭ Η t 4 0 . 5 3 E ϭ Ϭ Σ ϯ ϵ Ζ ϯ ϲ Η t 3 6 . 7 1 E Ϭ ϴ Σ ϭ Ϭ Ζ Ϭ ϯ Η t 4 3 . 5 9 ^Ϭ Ϭ Σ ϯ ϱ Ζ Ϯ ϯ Η  97 . 5 4 EϬ Ϯ Σ Ϯ ϯ Ζ Ϭ ϵ Η  12 3 . 3 1 E ϭ ϵ Σ ϯ ϲ Ζ Ϯ ϰ Η t 1 8 . 0 0 12 3 . 3 1 18 9 . 7 2 55 . 0 0 89 . 5 0 35.50 18 9 . 7 2 148.75 26.76 119.49 9 5 6 0+001+002+003+004+00 0+ 0 0 95 2 6001 Egan Drive, Ste 100, Savage, MN 55378 Phone: 952.226.3200 Web: www.kjwalk.com Date:Revision: Original Site Plan-Cover SHEET 1 of 2 Date: 11/2/2022 FILE PATH: G:\.shortcut-targets-by-id\0B7rlATRBOKEBSGQ2T0JkZi0xUTg\Work Files\Rosemount Projects\Rosewood Commons\Engineering\CAD\DWGs\ROSEWOOD COMMONS2-Site Plan.dwg ROSEWOOD COMMONS SECOND ADDITION I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly registered engineer under the laws of the State of Minnesota. Luke Warren Israelson Registration #: 51362 Legend Existing watermain Proposed watermain Existing sanitary Proposed sanitary Existing storm Proposed storm Existing hydrant Proposed hydrant Existing gate valve Proposed gate valve Existing manhole Proposed manhole Proposed catchbasin Silt fence Inlet protectors Parking lot lights Building Lights Rip Rap Drainage Arrow Spot Elevation963.90 DEVELOPER/ENGINEER/BUILDER KJ Walk, Inc.Luke Israelson 6001 Egan Drive, Ste 100 952.826.9068 Savage, MN 55378 Legal Description: Lot 1 and 2, Block 1, Rosewood Commons Second Addition, Dakota County, Minnesota. 11/28/2022 For Review November 28, 2022 Impervious vs Pervious Area Sq Ft Percent Total Area 74963 Building Foot Print 11200 14.94% Green Space 13355 17.82% Parking/Sidewalks 50408 67.24% Rosewood Commons Use and Parking Requirements USE UNITS / AREA PARKING STANDARD REQUIRED PARKING Retail 11200 Sq Ft 5 per 1000 56 Total Provided 105 BENCHMARK T.N.H AT BRENNER COURT AND BUSINESS PARKWAY - ELEV. 955.74 DATUM: NAD83 0 30 60 90 ROSEMOUNT, MN SHEET INDEX 1 Cover 2 Grading and Landscape Plan Surface materials for the streets/parking, sidewalks and driveways will be a combination of blacktop, concrete and stamped concrete. 0+001+002+003+00 0+ 0 0 953.00 951.00 955.66956.13 9 5 6 0+001+002+003+004+00 0+ 0 0 951.75 954.61 951.32 951.38 952.05 951.81 951.50 953.10 953.30 95 2 950.9 953.05 953.00 6001 Egan Drive, Ste 100, Savage, MN 55378 Phone: 952.226.3200 Web: www.kjwalk.com Date:Revision: Original Site Plan- Grading and Landscape Plan SHEET 2 of 2 Date: 11/2/2022 FILE PATH: G:\.shortcut-targets-by-id\0B7rlATRBOKEBSGQ2T0JkZi0xUTg\Work Files\Rosemount Projects\Rosewood Commons\Engineering\CAD\DWGs\ROSEWOOD COMMONS2-Site Plan.dwg I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly registered engineer under the laws of the State of Minnesota. Luke Warren Israelson Registration #: 51362 963.90 11/28/2022 For Review November 28, 2022 1/ 3 T R E E HE I G H T ROOT CROWN AT FINISH GRADE, OR 1-2" ABOVE GRADE FINISH GRADE TILLED OR BROKEN UP SOIL MIN 12" DEEP 2" SETTLED LAYER OF MULCH 2X WIDTH OF ROOTBALL SCALE: NOT TO SCALE TREE PLANTING ROOT CROWN AT FINISH GRADE, OR 1-2" ABOVE GRADE FINISH GRADE TILLED OR BROKEN UP SOIL MIN 12" DEEP 2" SETTLED LAYER OF MULCH 2X WIDTH OF ROOTBALL SCALE: NOT TO SCALE TYP. SHRUB PLANTING Landscape Planting Common Name Botanical Name Size Autumn Blaze Maple Acre Freemanii 'Jeffsred'2.5"8 Ash Fraxinus 2.5"5 Total Trees 13 Shrubs 180 St. John's Wort, Low Grow Sumac, Tor Spirea, Hyperion Daylily, Dwarf Lilac, Or similar Total 193 ROSEMOUNT, MN COLORADO BLUE SPRUCE LEGEND ASH LINDEN MAPLE A L M NOTES: * CONIFEROUS TREES STAGGERED WITH 15' SPACING * DECIDUOUS TREES-20' SPACING * SHRUBS TO BE PLANTED IN FRONT OF ALL BLDGS * THERE ARE NO SIGNIFICANT TREES ON SITE SHRUB FEATHER REED GRASS OR SIMILAR DRAINAGE ARROW SPOT ELEVATION GRADING PLAN 0 30 60 90 LANDSCAPE PLAN 0 30 60 90 K:\021893-000\Admin\Docs\2022.11.30 Submittal\2022.12.07 - Preliminary Plat Review.docx Memorandum To: Anthony Nemcek, Senior Planner CC: Brian Erickson, City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: December 8, 2022 Re: Rosewood Commons Second Addition Preliminary Plat, Lots 1 & 2, Block 1 Final Plat Review WSB File Number 021893-000 City Project Number SUBMITTAL: KJ Walk Inc. has submitted a final plat for the development of a portion of Outlot A, Rosewood Commons and Outlot F Rosewood Estates which are located north of County Road 42, east of Canadian Pacific Railroad and adjacent to the east and west side of Business Parkway. The plans submitted were prepared by KJ Walk. Review comments were generated from Final Plat submittal, dated 11.28.2022. The submittal included the following: ▪ Preliminary Plat consisting of ▪ Cover Sheet for Lots 1 & 2, Block 1 ▪ Grading and Landscape Plan for Lots 1 & 2, Block 1 ▪ Final Plat PRELIMINARY PLAT – Lots 1 & 2, Block 1 Lots 1 & 2 Rosewood Commons are located in the northwest quadrant of the County State Aid Highway 42 and Business Parkway intersection. and are adjacent to the south side of the private street of 149th Street constructed with Rosewood Commons. Access and egress to the lots extends from a common driveway centered on the westerly property line of Lot 1, Block 1, which also extends into Outlot A, Rosewood Commons Second Addition. Shared driveway easements and maintenance agreements will be required between the two lots of block 1 and the f uture lot to be platted with the development of Outlot A Rosewood Commons Second Addition. The north parking lot curb line for both lots 1 & 2, block 1 extends into Lot 7, Block 1, Rosewood Commons. A parking easement and maintenance agreement will also be needed between the proposed lots and Lot 7, Block 1. Rosewood Commons. Access and egress to Lots 1 & 2, Block 1 is provided by 3 access isles extending from the primary access drive on the west side of the site. The access isles extend across lot 1 to lot 2 providing access to parking areas in lot 1 and parking areas in lot 2. Lot 2 is identified to have a drive-up service window. Access to the drive-up window is from the southerly access isle. The access isles are identified at 24 feet wide, parking stalls scale to 9 feet wide with 18-foot depth for head-to-head parking and 17-foot depth for bumper overhang parking stalls. The layout is somewhat congested. Anthony Nemcek December 8, 2022 Page 2 K:\021893-000\Admin\Docs\2022.11.30 Submittal\2022.12.07 - Preliminary Plat Review.docx Existing sidewalks extend along the perimeter of the lots within 149th Street and Business Parkway. 1. Access and egress cross easements are required for Lot 1, & 2, Block 1 and the future lot within Outlot A, Rosewood Commons Second Addition. 2. Maintenance agreement will be required for the northly curb line of the parking lot for Lots 1 & 2, Block 1. 3. The driveway location for Lot 1, Block 2 must remain as currently constructed. PRELIMINARY PLAT - Lot 1, Block 2 A Preliminary Plat for Lot 1, Block 2 was not included in the submittal. Lot 1 Block 2 is in the northeast quadrant of the County State Aid Highway 42 and Business Park Boulevard intersection. An existing driveway extends from 149th Street at the northeast corner of the parcel. This driveway location must be the access and egress location for the lot. 149th Street adjacent to Lot 1, Block 2, is located within a roadway easement as it is not on platted right of way. The platting of 149th Street must include the vacating of roadway and drainage and utility easements in this area. Sidewalks extend along the perimeter of the lot within 149th Street and Business Parkway. 4. Vacation of existing easements that will be platted as right of way or as easements on the final plat. The development Fees are indicated below based on the 2022 Schedule of Rates and Fees. ▪ Sanitary Sewer Trunk Charge: $1,075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/acre GRADING AND DRAINAGE – Lots 1 & 2, Block 1. Lots 1 & 2 Block 1 are proposed to be graded primarily towards the common lot line between the two lots. Runoff from west of lots is identified to flow to the east unto the proposed lots. The runoff from the lots and adjacent area is identified to be collected by storm sewer catchbasins located in the parking lot pavement area. Runoff from the site is conveyed to existing ponding areas located east of the site adjacent to 149th Street. A grading plan was not submitted for Lot 1, Block 2. Detail drainage review will be completed upon submittal of a site plan for the lot. SANITARY SEWER AND WATERMAIN – UTILITY PLAN Sanitary sewer and water services have been extended to each of the 3 lots. Services were extended to Block 1 with the development of Rosewood Commons. Services to Block 2 extend from 149th street midway along the lot. Detail review of service extensions and fire protection needs will be completed with the submittal of a site plan for the lots. STORM SEWER Storm sewer design and layout will be reviewed with the Surface Water Management submittal. SURFACE WATER MANAGEMENT The proposed Surface Water Management plan for the preliminary plat was not submitted. Surface water management design must be submitted with the site plan for the proposed lots. Comments from the Surface Water Management review shall be incorporated in the project design. Anthony Nemcek December 8, 2022 Page 3 K:\021893-000\Admin\Docs\2022.11.30 Submittal\2022.12.07 - Preliminary Plat Review.docx LANDSCAPE PLAN The Landscape plan was reviewed for conflicts with infrastructure. Tree plantings should allow space for access and maintenance of proposed infrastructure. General Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction. K:\016162-000\Admin\Docs\2022.08.24 - Submittal\WR Review\019979-000 Rosewood Commons Stormwater Review Memo 20221213.docx 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 55 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Memorandum To: Brian Erickson, City of Rosemount From: Bill Alms, PE Henry Meeker, EIT Date: December 13, 2022 Re: Rosewood Commons Plan Review WSB Project No. 019979-000 I have reviewed the documents provided by KJwalk on 8/24/2022 for the Rosewood Commons development project. Documents reviewed include: Rosewood Commons 08182022SUB Date: August 18, 2022 Author: KJwalk RW SWMP Date: August 24, 2022 Author: KJwalk RCOM Rational Method Calcs Date: August 24, 2022 Author: KJwalk RCOM Drainage Map Date: August 18, 2022 Author: KJwalk Applicant should provide responses to each comment. Updated comments per the 8/24/2022 submittal are shown in red. I offer the following comments below. Grading, Drainage, and Erosion Control Comments on Plan Set 1. General a. An NPDES permit will be required prior to the start of construction. b. Inlets required every 300’ on streets to prevent runoff from flowing through intersections. c. Inlets should be located such that 3 cfs is max flow at the inlet for 10-year design and does not exceed applicable spread design for road. Provide calculations showing inlets 1-3, 1-4, and 3-1 meet this requirement. While structures 1-2 and 3-1 still show rates much greater than 3 cfs, it appears the tributary area to these will likely change with future development. No action required d. Street catchbasins require 3 foot sumps prior to discharging to public storm sewer and the final structure before outletting to a water basin requires a 3 foot sump. e. Indicate drainage structure type and size on storm sewer profiles. Ensure structures are constructable based on pipe sizes and angles. As designed, structure CB 3-2 would require an 84” manhole to be constructable with the angle between the two pipes. f. Correct SWPPP to include proper contact for long term O&M of stormwater facilities. g. Provide response to comments provided by the City from previous review. 2. Ponds and Wetlands Brian Erickson December 13, 2022 Page 2 K:\016162-000\Admin\Docs\2022.08.24 - Submittal\WR Review\019979-000 Rosewood Commons Stormwater Review Memo 20221213.docx a. Show Regional Basin ID, NWL, HWL, and storage volume for all BMPs receiving drainage from the site. b. Show/define access routes for maintenance purposes to all manholes, inlets, and/or outlets at ponding areas that are outside of public ROW. See Section 6, Grading, in the City of Rosemount Engineer Guidelines for more detail on the construction requirements of these access routes. c. Show existing or proposed city standard regional OCS on BMPs receiving drainage from the site. 3. Emergency Overflow Routes: a. Show EOF routes. All EOF routes need to be encompassed by a drainage/utility easement. Overland EOF routes shall be provided for all basins in addition to the normal pipe outlet. Show EOF routes from all low points and show high point elevation along EOF routes and the directional flow arrows. Show EOF route typical section with bottom width and side slopes. If a pipe is installed to provide an EOF, label it as EOF. 4. Retaining Walls: a. No comments. 5. Erosion Control: a. A separate erosion control plan sheet is required that will accompany grading plan. See Section 5, Erosion Control, of the City of Rosemount Engineering Guidelines for more information on requirements. 6. Grading: a. Provide the datum used for grading elevations. Stormwater Management Plan: 1. General Report Requirements a. Include narrative describing existing and proposed drainage conditions for site. b. Offsite drainage must be considered in site modeling. Offsite drainage to Pond B can be reduced based on new storm sewer development in the area, the area can be reduced to 12.61 acres and the extents shown in the included drainage exhibit. c. Include an approximate timeline for anticipated improvements to Pond C. 2. General Storm Sewer Design a. Label all storm sewer as public or private. Storm sewer within public ROW or trunk conveyances shall be public owned and maintained. b. Include drainage area maps showing existing and proposed conditions. c. Include catch basin drainage area map and pipe size calculations. d. Modeling should show storm events as defined in the City of Rosemount’s Engineering Guidelines, Section 2.f.: i. 2-year ii. 10-year iii. 100-year iv. 10-day snowmelt Modeling must be consolidated, using different models to determine certain HWLs is not allowable. HWLs must be determined with offsite drainage included , Brian Erickson December 13, 2022 Page 3 K:\016162-000\Admin\Docs\2022.08.24 - Submittal\WR Review\019979-000 Rosewood Commons Stormwater Review Memo 20221213.docx no exfiltration to be included in modeling. Pond B has no NURP pretreatment volume included in the modeling. e. Proposed drainage calculations should incorporate stormwater analysis of the future development to the west (Outlot E) and be sized for future impervious areas. Include analysis and narrative of these calculations in stormwater report. f. Show building roof leader connections to storm sewer throughout entire project site. g. Provide insulation for storm sewer crossings within 1 8” of vertical separation to watermain. h. Move CB 1-3, 1-4, 3-6, 3-7, 3-10, 3-11 and 3-12 to a curb line. i. The pipe between CB1-5 and FE 1-6 must be sized appropriately to convey the drainage needs of the site after full development. Future development must route to CB 1-5 instead of constructing additional outfalls into Pond B. One additional future outfall to Pond B is acceptable. j. Include storm sewer connecting Pond A culvert outlet, north of 2717 148th St W parcel, to CB 1-3 and ultimately Pond B . k. The maximum allowable velocity in storm sewer is 10 fps generally and 6 fps prior to an outfall to a BMP. Pipes between structures 1-1 and 1-6 must have shallower slopes to reduce this velocity. Pipe velocity into the pond currently shows 12.2 ft/sec. 3. Water Quantity a. See supplemental review information from 2017 modeling regarding regional basin storage requirements. Indicate which option has been chosen or specify other proposed storage design. 4. Rate/Volume Control a. Include summary table for onsite and offsite runoff to each Pond in the stormwater report in existing and proposed conditions. b. Include existing and proposed runoff rates for all storm events. 5. Freeboard a. Include basement floor elevations analysis (Section 2.l.i-iii.) 6. Water Quality a. Include NURP analysis (see Section 3.a.i-viii.) Modeling a 2.5” storm event is recommended to determine the required dead storage volume for Pond B, this includes offsite areas. b. Provide calculations of required and provided water quality volumes. See above comment. c. Show locations of basins providing water quality treatment. 7. Easements a. Provide D&U Easement over outfalls to basins. M E M O R A N D U M To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: December 15, 2022 Subject: Rosewood Commons Second Addition Preliminary and Final Plats The Parks and Recreation Department recently reviewed the plans for the Rosemount Commons second addition development plans and has the following comments: Parks Dedication Because the City is not looking to acquire parkland in this development, thus the parks dedication for this will be cash in-lieu of land. The cash dedication for the 4.77 acres of commercial development would be $42,930 ($9,000 per acre x 4.77 acres = $42,930). Please let know if you have any questions about this memo.