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HomeMy WebLinkAbout4D AF10 EXECUTIVE SUMMARY Planning Commission Regular Meeting: March 20, 2023 Tentative City Council Meeting: April 4, 2023 AGENDA ITEM: 23-14-FP Request by Maplewood Development for approval of the Amber Fields 10th Addition Final Plat AGENDA SECTION: Consent PREPARED BY: Anthony Nemcek, Senior Planner AGENDA NO. 4d ATTACHMENTS: Site Location; Preliminary Plat; Final Plat; Landscape Plan; Engineer’s Memo dated March 14, 2023 APPROVED BY: AK RECOMMENDED ACTION: Motion to recommend the City Council approve the final plat for Amber Fields 10th Addition, subject to the following conditions: 1. Execution of a subdivision agreement 2. Drainage and utility easements with storm sewer infrastructure may contain fences but shall be required to include gates to provide truck access; shall prohibit sheds or other accessory structures; and shall prohibit landscaping that would impede drainage. 3. Submission of $300/tree plus 10% for Landscaping Surety, taking into account any surety already received. SUMMARY Applicant: Maplewood Development Comp. Guide Plan Designation: MUR – Mixed Used Residential Current Zoning: R1-PUD Low Density Residential Planned Unit Development Gross Area: 10.4Acres Net Area: 10.4 Acres Lots/Units: 75 Single Family Lots Gross Density: 7.21 units/acre Net (Met Council) Density: 7.21 units/acre The Planning Commission is being asked to consider a Final Plat request from Maplewood Development for Amber Fields 10th Addition to allow development of 75 single-family lots. This final plat will complete the subdivision of land being developed by David Weekley Homes in the Amber Fields development. The final plat is necessary to facilitate subdivision of the property into individual residential lots, and public streets. Staff finds the application consistent with the preliminary plat for this area and recommends approval of this application subject to the conditions listed above. BACKGROUND The Planning Commission reviewed the Amber Fields 5th Addition preliminary plat to allow 124 lots on 18. acres at its June 28, 2022 meeting. Subsequently, the City Council approved the preliminary plat and the final plat for the initial phase of this part of the Amber Fields development in July of 2022. 2 Amber Fields 10th Addition is comprised of the remaining land within the preliminary plat area. Stormwater is managed regionally with ponding and infiltration areas located centrally to the overall development. Therefore, no outlots are required for onsite ponding. In addition to the buildable lots, the proposed final plat includes right of way for all the streets located within the plat area. ISSUE ANALYSIS Legal Authority. The final plat application is Quasi-Judicial because the City has a set of standards and requirements for reviewing this type of application that is described in detail below. Generally, if the final plat meets the ordinance requirements it must be approved. Land Use and Zoning The site is designated for MUR-Mixed Use Residential land uses, which can include a range of housing types from single-family homes on traditional sixty-five foot lots to townhomes. The zoning district in which the final plat is located is the R1 PUD-Low Density Residential Planned Unit Development zoning district. The Amber Fields Planned Unit Development Agreement includes several deviations from the Zoning Ordinance. In addition to dimensional standards the table below compares the standards approved with the Amber Fields 5th Addition preliminary plat to the standards of the Amber Fields PUD. A deviation was also approved that increases the maximum density of the preliminary plat area above 6 units per acre. Category Density Standard Amber Fields 5th Addition Density R1 – Low Density Residential/R2 - Medium Density Residential 2.5-6 units/acre 6.82 units/acre Category Required (Amber Fields PUD) Amber Fields 5th Addition Min. Lot Area (sf) 5,400 (interior) 7,200 (corner) 3,435 (interior) 4,590 (corner) Min. Lot Width 45 ft. (interior) 55 ft. (corner) 38.17 ft./44.17 ft. (interior) 51 ft. (corner) Min. Front Yard Setback 25 ft 20 ft. Min. Side Yard Setback 5 ft. dwelling/5 ft. garage/10 ft. corner (45-ft. wide lots) 10 ft. dwelling/5 ft. garage/20 ft. corner (55- and 65-ft. wide lots) 5 ft. dwelling and garage/10 ft. for corner lots Min. Rear Yard Setback 20 ft. 20 ft., 30 ft. for Block 4 Min. Rear Yard Setback (Patios and Balconies) 15 ft. 10 ft. Overall, the final plat conforms to the standards approved for this part of Amber Fields (5th Addition Preliminary Plat). Many of the standards are enforced at building permit review when an individual site survey is evaluated by the City. Final Plat. Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This section of the Code outlines the two-step Preliminary and Final Plat process for land subdivision. In this case, the preliminary plat was approved by Council on July 19, 2022, consisting of 124 single-family lots. The current application proposes to plat 75 single-family lots for Amber Fields 10th Addition and to dedicate the rights of way necessary to construct the internal roadways. The final plat is in substantial compliance with the approved preliminary plat. 3 Parks and Open Space. The park dedication requirements for Amber Fields are met through the multiple parks and trails within the overall development area. The central open area within Amber Fields will be surrounded by a trail system that is punctuated with neighborhood parks. Once such park will be located near the southwest corner of the plat area. Landscaping. The landscape plan submitted by the applicant shows a total of 140 trees to be planted throughout the preliminary plat area. The City Code requires one tree per lot/frontage in the R1 and R2 zoning district, which the landscape plan conforms with that requirement. A total of 140 trees will be planted with this development, therefore a landscaping surety in the amount of $46,200 (140 trees x $300 plus 10%) was required as a condition of approval. Staff will confirm the amount submitted thus far and subtract it from the total amount required prior to release of the plat mylars. Engineering Review The City’s engineer has provided a memorandum noting that all comments provided by the City Engineer at the time of preliminary plat approval have been addressed. A copy of the memorandum is included in the attachments. RECOMMENDATION Staff is recommending approval of the final plat, subject to conditions, based on the information provided by the applicant and reviewed within this report RO A D A 25 26 27 28 29 30 31 32 33 34 35 36 11 12 15 16 17 38 39 40 41 42 37 BL O C K 1 OU T L O T B 148TH ST. W. 1 2 3 4 5678 1 2 3 4 5678 1 2 3 456 1 2 3 4 5 6 7 8 3 2 1 1 2 3 BLOC K 3 BLOC K 4 BLOC K 5 BLOC K 6 BLOC K 2 2 BLOC K 2 3 OUTLO T C OU T L O T B 1 2 3 6 5 4 1 2 3 4 5678 3 2 1 8 2 1 4 5 6 3 2 BLOC K 1 BLOC K 2 BLOC K 1 6 BLOC K 2 4 OUTL O T F OUTLO T D OUTLO T A RO A D A ROAD B ROAD C ROAD D ROAD E RO A D A ROAD A 1 OU T L O T A OUTLOT E OUTLOT DOL C OL B 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 24 23 22 21 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 11 12 28 1 27 2 26 3 25 4 24 5 23 6 22 7 21 8 20 9 19 10 18 11 17 12 16 13 15 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 7 BL O C K 1 BL O C K 3 BLOCK 2 L =2 3 6 .9 1'R =5 3 0 .0 0 ' Δ =2 5 °3 6 '3 9 " S3 0 ° 4 8 ' 5 5 " W 7 0 6 . 7 9 ' S48°53'14"W 36.58' L =1 6 8.3 1'R =230.00' Δ=4 1°55'42" L=701.62'R=670.0 0' Δ=60°00'00" L = 1 4 3 . 8 3 ' R = 2 3 0 . 0 0' Δ = 3 5 ° 4 9 ' 4 7 " N59°11'05"W 40.00' N3 0 ° 4 8 ' 5 5 " E 6 1 8 . 1 5 ' N59°11'05"W 710.90' = = == = = = = = = = FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L PR E L I M I N A R Y P L A T 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 5 CITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTA This plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____ and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By:___________________________________________________________________ Mayor Clerk COUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _________ day of _____________________, 20 ____. _________________________________ Todd B. Tollefson Dakota County Surveyor DEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of _____________________, 20 ____. _________________________________________, Director Amy A. Koethe, Department of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of AMBER FIELDS TENTH ADDITION was filed in the office of the County Recorder for public record on this _________ day of _____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of Plats, Page______________________ , as Document Number _______________________ . _______________________________________ Amy A. Koethe, County Recorder KNOW ALL PERSONS BY THESE PRESENTS: That Earl Street Partners II, LLC, a Minnesota limited liability company, owner of the following described property: Outlot E, AMBER FIELDS FIFTH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Has caused the same to be surveyed and platted as AMBER FIELDS TENTH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said Earl Street Partners II, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _________ day of _____________________, 20 ____. Signed: Earl Street Partners II, LLC by ___________________________________________ Mario J. Cocchiarella, Chief Manager STATE OF MINNESOTA COUNTY OF ____________________ This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by Mario J. Cocchiarella, Chief Manager of Earl Street Partners II, LLC, a Minnesota limited liability company, on behalf of the company. ________________________________________ Signature ________________________________________ Printed Name Notary Public, ___________County, Minnesota My Commission Expires _________________ SURVEYORS CERTIFICATE I Daniel Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this ___________ day of _____________________ , 20 ____. _________________________________________ Daniel Ekrem, Licensed Land Surveyor Minnesota License No. 57366 STATE OF MINNESOTA COUNTY OF _____________________ This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, by Daniel Ekrem. ________________________________________ Signature ________________________________________ Printed Name Notary Public, ___________County, Minnesota My Commission Expires__________________ L=5 5 .6 4 Δ=6 3 °4 5'4 2" L=41.97Δ=5°30'10" L=41.97Δ=5°30'10" L=41.97Δ=5°30'10" L=41.97 Δ=5°30'10" L =41.97 Δ=5°30'10" L = 41.9 7 Δ = 5°30'10" L =4 1.9 7 Δ = 5°3 0'10" L = 4 1. 9 7 Δ = 5 ° 3 0'1 0 " L = 3 3 . 5 8 =4 ° 2 4 ' 1 0 " L = 4 8 . 8 9 Δ = 4 ° 1 0'5 1" L=22 . 0 6 =1°53 ' 1 2 " L=35 . 0 0 =8°43 ' 0 8 " L=42.28 Δ=30°16'55" L = 5 0 . 4 2 Δ = 5 ° 3 0'1 0 " L = 5 0 .4 2 Δ = 5 ° 3 0 '1 0" L = 5 0.4 2 Δ = 5°3 0'10" L = 50.42 Δ = 5°30'10" L =50.42 Δ = 5°30'10" L=50.42 Δ=5°30'10" L=50.42Δ=5°30'10"L=50.42Δ=5°30'10"L=50.42Δ=5°30'10"L=42.89Δ=4°40'50" L= 1 1 . 3 6 = 5 ° 5 4 ' 5 9 " L = 3 7 . 0 2 = 1 9 ° 1 6 ' 5 5 " L = 3 7 . 0 2 = 1 9 ° 1 6 ' 5 5 " L=42.69Δ=4°10'51" L=42.69Δ=4°10'51" L=42.69Δ=4°10'51" L=42.69Δ=4°10'51" L=42.69Δ=4°10'51" L=42.69 Δ=4°10'51" L=42.69 Δ=4°10'51" L = 42.69 Δ = 4°10'51" L = 42.69 Δ = 4°10'51" L = 4 2.6 9 Δ =4°10'5 1" L = 4 2 .6 9 Δ = 4 ° 1 0'5 1" L = 4 2. 6 9 Δ = 4 ° 1 0'5 1" L = 4 2. 6 9 Δ = 4 ° 1 0 ' 5 1 " L=38.40 =15°43'00" L = 2 3 . 0 6 = 5 ° 4 4 ' 4 0 " L= 6 . 1 0 =4° 2 2 ' 0 0 " L=5 1.19 Δ =13°19'5 8" N5 9 ° 1 1 ' 0 5 " W 5 9 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 5 9 0 . 0 0 R = 555.00 L=541.16 Δ =55°52'02" C.Brg = S57°29'21"E R=8 0 .0 0 L =8 9 .0 3 Δ =6 3 °4 5'4 2 " C.B r g =N 6 2 °4 1'4 6"E R = 670.00 L=701.62 Δ=60°00'00" 17. 3 3 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 N5 3 ° 1 6 ' 0 6 " W 1 1 0 . 0 0 N 3 3 ° 5 9 ' 1 2 " W 1 0 5 . 4 5 N 1 4 ° 4 2 ' 1 7 " W 9 2 . 2 5 N0 4 ° 3 4 ' 3 7 " E 85 . 0 0 N0 8 ° 4 5 ' 2 9 " E 85 . 0 0 N1 2 ° 5 6 ' 2 0 " E 85 . 0 0 N1 7 ° 0 7 ' 1 1 " E 85 . 0 0 N2 1 ° 1 8 ' 0 2 " E 85 . 0 0 N25 ° 2 8 ' 5 4 " E 85 . 0 0 N29 ° 3 9 ' 4 5 " E 85. 0 0 N33 ° 5 0 ' 3 6 " E 85. 0 0 N38 ° 0 1 ' 2 7 " E 85.0 0 N42 ° 1 2 ' 1 8 " E 85.0 0 N46 ° 2 3 ' 1 0 " E 85.0 0 N50° 3 4 ' 0 1 " E 85.0 0 N54° 4 4 ' 5 2 " E 8 5 . 0 0 S58°5 5 ' 4 3 " W 8 5 . 0 0 N70°27' 0 0 " E 8 5 . 6 1 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 S30 ° 4 8 ' 5 5 " W 9 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 7 0 . 0 0 S5 9 ° 1 1 ' 0 5 " E 5 6 0 . 0 0 59. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 59. 1 7 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 85. 0 0 N58°4 6 ' 5 7 " E 8 0 . 1 4 N53° 1 6 ' 4 7 " E 88.0 0 N47 ° 4 6 ' 3 7 " E 88.0 0 N42 ° 1 6 ' 2 7 " E 88.0 0 N36 ° 4 6 ' 1 7 " E 88. 0 0 N31 ° 1 6 ' 0 7 " E 88. 0 0 N25 ° 4 5 ' 5 7 " E 88 . 0 0 N2 0 ° 1 5 ' 4 7 " E 88 . 0 0 N1 4 ° 4 5 ' 3 7 " E 88 . 0 0 N0 9 ° 1 5 ' 2 7 " E 88 . 0 0 31. 7 9 44. 1 7 49. 5 8 43. 5 8 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 43. 5 8 49. 5 8 44. 1 7 31. 7 9 85. 0 0 85. 0 0 59. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 59. 1 7 85. 0 0 85. 0 0 59. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 44. 1 7 59. 1 7 68. 7 0 382 . 5 9 91. 1 4 51. 0 0 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 51. 0 0 90. 0 0 90. 0 0 33. 1 5 O U T L O T A R=2 3 0 .0 0 L =1 1 7 .4 9 Δ=2 9 °1 6 '0 6 " C .B r g =N 7 6 °1 0 '5 2 "E S30 ° 4 8 ' 5 5 " W 4 0 7 . 9 6 63. 1 5 230 . 0 0 114 . 8 1 R=11 0 . 0 0 L = 4 9 . 3 8 Δ=2 5 ° 4 3 ' 2 1" C.Br g=S 16 ° 4 1' 4 0 " E C . =4 8 . 9 7 N86°10'00"E 146.67 R=80.00 L=48.38 =34°38'55" C.Brg=S13°29'28"W C.=47.64 N30 ° 4 8 ' 5 5 " E 3 7 3 . 9 1 N5 9 ° 1 1 ' 0 5 " W 5 6 0 . 0 0 N30°48'55"E 5.19 N5 9 ° 1 1 ' 0 5 " W 1 7 0 . 0 0 S30 ° 4 8 ' 5 5 " W 2 3 4 . 4 2 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 S3 0 ° 4 8 ' 5 5 " W 4 8 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 1 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 5 . 5 4 R=220.00 L=73.91 =19°14'56" C.Brg=N40°26'23"E C.=73.56 R = 2 3 0 . 0 0 L = 9 7 . 0 3 Δ = 2 4 ° 1 0 ' 1 3 " C . B r g = S 1 7 ° 0 5 ' 5 8 " E C . = 9 6 . 3 1 51. 0 0 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 38. 1 7 51. 0 0 L = 2 2 . 7 2 =5 ° 5 4 ' 5 9 " 30. 0 0 30. 0 0 60. 0 0 53. 9 1 30. 0 0 23. 9 1 L =71.4 4 Δ=17 °4 7 '4 7 " L=22.99 =5°43'39" L=43.99 Δ=3°45'42" L=48.89Δ=4°10'51" L=48.89Δ=4°10'51" L=48.89Δ=4°10'51" L=48.89Δ=4°10'51" L=48.89Δ=4°10'51" L=48.89 Δ=4°10'51" L =48.89 Δ=4°10'51" L = 48.89 Δ =4°10'51" L = 48.8 9 Δ = 4°10'51" L= 4 8.8 9 Δ =4°10'5 1" L = 4 8. 8 9 Δ = 4 ° 1 0'5 1" L = 4 8 . 8 9 Δ = 4 ° 1 0'5 1" L =6 2 . 0 3 Δ=15 ° 2 7 '0 5 " L = 3 7 . 0 2 =1 9 ° 1 6 ' 5 5 " L= 2 4 . 4 5 =10°0 0 ' 2 1 " L = 1 5 . 4 8 =1°30 ' 5 6 " L=35.92 =25°43'21 " L=15 . 2 3 =1°39 ' 4 2 " L = 2 6 . 6 6 =3°2 9 ' 4 6 " R = 4 37.00 L =396.01Δ=51°55'16" C.Brg = S59°11'05"E C.=382.59 86.67 30.00 30.0060.00 O U T L O T B 1 1 2 3 4 5 6 7 9 10 8 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 4 5 6 7 8 9 10 11 12 14 13 12 11 10 9 8 7 6 5 4 3 2 1 2 3 4 5 1 2 3 4 5 6 7 8 9 10 30. 0 0 60. 0 0 30. 0 0 110 . 0 0 1 15 0 T H S T R E E T W E S T 15 1 S T S T R E E T W E S T AR D G I L L A N R O A D AR D G I L L A N R O A D 4 RO A D A 25 26 27 28 29 30 31 32 33 34 35 36 11 12 15 16 17 38 39 40 41 42 37 BL O C K 1 OU T L O T B OU T L O T B 148TH ST. W. 1 2 3 4 5678 1 2 3 4 5678 1 2 3 456 1 2 3 4 5 6 7 8 3 2 1 1 2 3 BLOC K 3 BLOC K 4 BLOC K 5 BLOC K 6 BLOC K 2 2 BLOC K 2 3 OUTLO T C OU T L O T B ROAD C R O A D A R O A D B RO A D B ROAD F DWY 3 DWY 2 DWY 1 DWY 4 DWY 6 D W Y 1 8 DW Y 5 1 2 3 6 5 4 1 2 3 4 5678 3 2 1 8 2 1 4 5 6 3 2 BLOC K 1 BLOC K 2 BLOC K 1 6 BLOC K 2 4 OUTL O T F OUTLO T D OUTLO T A RO A D A ROAD B ROAD C ROAD D ROAD E RO A D A ROAD A 1 OU T L O T A OUTLOT E OUTLOT DOL C OL B 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 24 23 22 21 20 19 18 17 16 15 14 13 1 2 3 4 5 6 7 8 9 10 11 12 28 1 27 2 26 3 25 4 24 5 23 6 22 7 21 8 20 9 19 10 18 11 17 12 16 13 15 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 12 11 10 9 8 7 6 5 4 3 2 1 BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 7 BL O C K 1 BL O C K 3 BLOCK 2 FOR RE V I E W O N L Y PRELIM I N A R Y NOT FO R C O N S T R U C T I O N AM B E R F I E L D S - 5 T H A D D I T I O N PR E L I M I N A R Y P L A T S U B M I T T A L LA N D S C A P E P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 20 K:\020605-000\Admin\Docs\2023.02.14 - Revised 10th Addition Submittal\2023_03_14 - Amber Fields 10th Addition Revised Final Plat Submittal Review Memo.docx Memorandum To: Anthony Nemcek, Senior Planner From: Jeff Pearson, PE Date: March 14, 2023 Re: Amber Fields 10th Addition Final Plat (Phase 2 of 5th Addition) Submittal Review WSB File Number 020605-000 SUBMITTAL: Maplewood Development has submitted Construction Documents for the construction of Amber Fields 10th Addition, within Outlot C, Amber Fields 5th Addition. The construction plan constructs Road A, now named Ardgillan Road south from its current terminus, looping around and connection to its terminus to the east. Two connecting streets between Ardgillan Road are also proposed, 150th Street West and 151st Street West. The plans submitted were prepared by Alliant Engineering. Review comments were generated from Construction Documents, submittal dated 02-13-2023. The submittal included the following: ▪ February 1, 2023 Engineering and Stormwater Plan Review Response Letters ▪ Revised Construction Documents: o Cover Sheet o Details o Existing Conditions o Site, Lighting, and Signage o Erosion and Sediment Control Plan o Sanitary Sewer and Watermain Plan and Profiles o Street and Storm Sewer Plan and Profiles o Street Intersection Details o Landscape Plan ▪ Storm Sewer Sizing Calculations REVISED SUBMITTAL AND OUTSTANDING COMMENTS A Final Plat was not received in this submittal. The revised construction documents received on February 14, 2023 address all previous engineering and stormwater plan comments. There were no revisions to the preliminary plat as a result of those plan comments. 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.