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HomeMy WebLinkAbout4C AF9 EXECUTIVE SUMMARY Planning Commission Regular Meeting: March 20, 2023 Tentative City Council Meeting: April 4, 2023 AGENDA ITEM: 23-13-FP Request by Maplewood Development for approval of the final plat for Amber Fields 9th Addition. AGENDA SECTION: Consent PREPARED BY: Anthony Nemcek, Senior Planner AGENDA NO. 4c ATTACHMENTS: Site Location; Preliminary Plat; Final Plat; Phasing Plan; 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 9th 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: 16.74 Acres Net Area: 16.74 Acres Lots/Units: 83 Single Family Lots Gross Density: 4.96 units/acre Net (Met Council) Density: 4.96 units/acre The Planning Commission is being asked to consider a Final Plat request from Maplewood Development for Amber Fields 9th Addition to allow development of 83 single-family lots. This final plat will complete the subdivision of land being developed by M/I 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 4th Addition preliminary plat to allow 108 lots on 21.27 acres at its June 28, 2022 meeting. Subsequently, the City Council approved the preliminary plat and the final plat for the initial phase of the part of the Amber Fields development in July of 2022. 2 Amber Fields 9th 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, 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 4th Addition preliminary plat to the standards of the Amber Fields PUD. Category Required (Amber Fields PUD) Amber Fields 4th Addition Min. Lot Area (sf) 5,400 (interior) 7,200 (corner) 6,000 (interior) 8,450 (corner) Min. Lot Width 45 ft. (interior) 55 ft. (corner) 50 ft. (interior) 60 ft. (corner) Min. Front Yard Setback 25 ft 25 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 Overall, the final plat conforms to the standards approved for this part of Amber Fields. The smallest lot within the project phase is 6,000 square feet, and the width of the narrowest lot is 50 feet. Many of the other 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 108 single-family lots. The current application proposes to plat 83 single-family lots for Amber Fields 9th Addition and to dedicate the rights of way for the internal roadways. The final plat is in substantial compliance with the approved preliminary plat. 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. 3 The landscape plan submitted by the applicant shows a total of 118 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 118 trees will be planted with this development, therefore a landscaping surety in the amount of $38,940 (118 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 14 8 T H S T . W . 148TH ST. W. RO A D B ROAD C RO A D A RO A D A RO A D A 1 BLO C K 4 BL O C K 3 BL O C K 2 BL O C K 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 192021 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425262728 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 38 39 40 41 42 37 OU T L O T A BL O C K 1 BLO C K 1 OU T L O T B ROAD B RO A D A RO A D C N30 ° 4 8 ' 5 5 " E 6 1 8 . 1 5 ' N59°11'05"W 40.00' S1 ° 0 6 ' 0 0 " E 3 9 0 . 4 9 ' N88°54'00"E 30.00' N90°00'00"E 319.30'L=521.69'R=970.00' Δ=30°48'55" S5 9 ° 1 1 ' 0 5 " E 5 2 2 . 7 7 ' S1 ° 0 6 ' 0 0 " E 2 9 4 . 6 2 ' L = 3 5 6 . 8 7' R = 230.00' Δ = 8 8° 5 4'0 0" N90°00'00"E 46.19'L=32.27' R=60.00' Δ=30°48'55" S5 9 ° 1 1 ' 0 5 " E 2 7 2 . 7 7 ' L=3 2 9 .8 7 'R =2 1 0 .0 0 ' Δ=9 0 °0 0 '0 0 " N30 ° 4 8 ' 5 5 " E 81. 8 5 ' VIEW A VIEW B PARCEL AREA TABLE PARCEL B1-L1 B1-L2 B1-L3 B1-L4 B1-L5 B1-L6 B1-L7 B1-L8 B1-L9 B1-L10 B1-L11 B1-L12 B1-L13 B1-L14 B1-L15 B1-L16 B1-L17 B1-L18 B1-L19 B1-L20 B1-L21 B1-L22 B1-L23 B1-L24 B1-L25 B1-L26 B1-L27 B1-L28 B1-L29 B1-L30 B1-L31 B1-L32 B1-L33 B1-L34 B1-L35 B1-L36 B1-L37 B1-L38 AREA SF 7,338 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,600 6,600 7,170 7,471 7,471 7,471 6,700 7,567 6,831 6,000 6,000 6,000 6,000 6,460 7,706 7,706 8,514 7,148 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 AREA AC 0.17 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.16 0.17 0.17 0.17 0.15 0.17 0.16 0.14 0.14 0.14 0.14 0.15 0.18 0.18 0.20 0.16 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 PARCEL AREA TABLE PARCEL B1-L39 B1-L40 B1-L41 B1-L42 B2-L1 B2-L2 B2-L3 B2-L4 B2-L5 B2-L6 B2-L7 B2-L8 B2-L9 B2-L10 B2-L11 B2-L12 B2-L13 B2-L14 B2-L15 B2-L16 B2-L17 B2-L18 B2-L19 B2-L20 B2-L21 B3-L1 B3-L2 B3-L3 B3-L4 B3-L5 B3-L6 B3-L7 B3-L8 B3-L9 B3-L10 B3-L11 B3-L12 B3-L13 AREA SF 6,000 6,000 6,000 7,200 8,102 6,728 7,140 7,131 7,140 6,720 6,180 6,180 6,180 6,180 7,800 7,607 6,180 6,180 6,180 6,180 6,468 6,896 6,896 6,458 7,312 7,433 6,056 6,372 6,371 6,372 6,376 6,376 6,372 6,367 6,067 6,000 6,000 6,000 AREA AC 0.14 0.14 0.14 0.17 0.19 0.15 0.16 0.16 0.16 0.15 0.14 0.14 0.14 0.14 0.18 0.17 0.14 0.14 0.14 0.14 0.15 0.16 0.16 0.15 0.17 0.17 0.14 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.14 0.14 0.14 0.14 PARCEL AREA TABLE PARCEL B3-L14 B3-L15 B3-L16 B3-L17 B3-L18 B3-L19 B3-L20 B3-L21 B3-L22 B3-L23 B3-L24 B3-L25 B3-L26 B3-L27 B3-L28 B4-L1 B4-L2 B4-L3 B4-L4 B4-L5 B4-L6 B4-L7 B4-L8 B4-L9 B4-L10 B4-L11 B4-L12 B4-L13 B4-L14 B4-L15 B4-L16 B4-L17 OUTLOT A OUTLOT B ROW TOTAL AREA SF 6,000 7,340 7,610 6,360 6,360 6,360 6,360 6,536 6,719 6,719 6,719 6,719 6,719 6,455 7,511 8,248 6,533 6,799 6,799 6,799 6,799 6,799 6,799 6,799 6,799 6,799 6,560 6,500 6,500 6,500 6,500 8,148 11,706 24,726 213,241 962,790 AREA AC 0.14 0.17 0.17 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.17 0.19 0.15 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.19 0.27 0.57 4.90 22.10 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 - 4 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 - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 5 LEGEND: DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. NOT TO SCALE AMBER FIELDS NINTH ADDITION 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 COUNTY BOARD OF COMMISSIONERS, COUNTY OF DAKOTA, STATE OF MINNESOTA We do hereby certify that on the 9th day of September, 2022, the Board of Commissioners of Dakota County, Minnesota, approved this plat of AMBER FIELDS NINTH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance. By: ________________________________ Chair, County Board Attest:_____________________________ County Treasurer - Auditor 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 NINTH 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 D, AMBER FIELDS FOURTH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. Has caused the same to be surveyed and platted as AMBER FIELDS NINTH 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 limited liability 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__________________ OFFICIAL PLAT L=46.50Δ=11°06'00"L=46.50Δ=11°06'00" L=48.54 Δ=3°18'40"L=48.54 Δ=3°18'40" L= 2 3 . 3 3 =6° 2 1 ' 5 6 " L=89.91Δ=24°31'46" L=8 9 .9 1 Δ=2 4 °31'4 6 " L =9 9 .3 3 Δ =2 7 °0 6 '0 7" R=210.0 0 L=3 2 9 .8 7 Δ =9 0 °0 0 '0 0 " L= 2 1 . 6 0 =2 0 ° 3 7 ' 5 1 " L= 1 0 . 6 7 =10 ° 1 1 ' 0 4 " L = 6 4. 2 8 Δ=16 ° 0 0 ' 47" L = 8 4 . 2 3 Δ = 2 0 ° 5 8 ' 5 9 " L = 8 4.23 Δ = 2 0°58'59" L=84.23Δ=20°58'59" L=56.05 Δ=3°18'40" L=56.05 Δ=3°18'40" L=56.05Δ=3°18'40" L=4 7.1 2 Δ=90°0 0'0 0" L= 1 7 . 8 4 =4° 1 5 ' 3 1 " L= 1 8 . 2 5 =4 ° 2 1 ' 2 4 " L = 7 7.58 Δ = 8 8 °54'00" L= 2 7 . 1 4 =1 ° 5 1 ' 0 5 " L=57.33Δ=4°12'40" L=57.33 Δ=4°12'40" L= 9 . 6 2 =0° 3 9 ' 2 3 " L=67.47Δ=8°03'12"L=67.47Δ=8°03'12"L=67.47 Δ=8°03'12" L= 2 4 . 5 0 =2° 3 5 ' 5 8 " L= 1 2 . 8 4 =1 ° 2 1 ' 4 4 " L=50.62 Δ=5°22'15"L=50.62Δ=5°22'15"L=50.62Δ=5°22'15"L=50.62Δ=5°22'15"L=50.62 Δ=5°22'15" L =121.0 4 Δ = 11°5 7'24" L = 121.3 0 Δ = 13°21'54" L= 1 1 . 7 4 =7 ° 2 8 ' 2 4 " L = 4 2 . 5 7 = 2 7 ° 0 6 ' 0 7 " L= 3 8 . 5 3 =2 4 ° 3 1 ' 4 6 " L=64.81Δ=20°37'51" -- S 0 1 ° 0 6 ' 0 0 " E 2 7 2 . 2 4 - - R =8 0 . 0 0 L = 1 2 4.13 Δ=88°54'00" EAST 46.19 R=210.00 L=112.94 Δ=30°48'55" S5 9 ° 1 1 ' 0 5 " E 2 7 2 . 7 7 R=60.00 L =9 4 .2 5 Δ=90 °0 0 '0 0 " --N 3 0 ° 4 8 ' 5 5 " E 7 0 0 . 0 0 - - N 5 8 ° 2 5 ' 1 1 " W 30. 4 0 S5 9 ° 1 1 ' 0 5 " E 3 3 2 . 7 7 R =550.0 0 L = 131.7 3 Δ = 13°43'24" R = 3 7 5.0 0 L = 3 0.0 3 Δ= 4 ° 3 5'17" R=510.00 L=274.29 Δ=30°48'55" EAST 130.43 S5 9 ° 1 1 ' 0 5 " E 3 3 2 . 7 7 R=810.00L=129.07 Δ=9°07'48" 50 . 6 6 22 1 . 5 8 240 . 0 0 300 . 0 0 160 . 0 0 459 . 6 4 240 . 3 6 30. 4 2 30. 4 9 30.0030.00 30 . 0 0 30 . 0 0 30. 0 0 30. 0 0 50 . 0 0 50 . 0 0 50 . 0 0 55 . 0 0 55 . 0 0 12.24 26.35 19.85 35. 6 0 50. 0 0 50. 0 0 50. 0 0 50. 0 0 37. 1 7 40. 0 0 50. 0 0 50. 0 0 70. 0 0 70. 0 4 50. 0 0 50. 0 0 50. 0 0 50. 0 0 50. 0 0 50. 0 0 60. 0 0130 . 0 0 62. 6 8 50. 0 0 50. 0 0 50. 0 0 50. 0 0 40. 0 9 61. 1 7 50. 0 0 50. 0 0 50. 0 0 50. 0 0 41. 6 0 120 . 0 0 120 . 0 0 63. 4 2 53. 0 0 53. 0 0 53. 0 0 53. 0 0 27. 3 5 31. 7 7 51. 5 0 51. 5 0 51. 5 0 51. 5 0 65. 0 0 120 . 0 0 90. 0 0 35. 0 0 51. 5 0 51. 5 0 51. 5 0 51. 5 0 31. 7 7 15.01 31.18 70 . 9 7 12 0 . 0 2 68.67 31.18 61.44 39.5621 . 2 3 L=30.74 =16°00'47" L = 4 0 . 2 8 =20°5 8 ' 5 9 " L = 4 0 . 2 8 =20 ° 5 8 ' 5 9 " L = 4 0 . 2 8 =2 0 ° 5 8 ' 5 9 " L = 1 9 . 0 8 =9 ° 5 6 ' 1 8 " L = 3 2 . 0 0 =10 ° 1 1 ' 0 4 " L = 1 0 . 0 0 =6° 2 1 ' 5 6 " L = 3 8 . 5 3 =2 4 ° 3 1 ' 4 6 " L = 2 8 . 2 4 =3 ° 2 2 ' 1 7 " L = 2 7 . 5 1 =3° 1 7 ' 0 2 " L = 9 . 6 4 =0° 4 2 ' 2 8 " N88°54'00"E 180.00 S0 1 ° 0 6 ' 0 0 " E 9 8 . 7 9 EAST 63.74 S89°48'24"E 55.26 S85°57'08"E 61.84 S80°34'54"E 61.84 S75°12' 3 9 " E 61.84 S69° 5 0 ' 2 5 " E 48.4 8 N2 1 ° 4 1 ' 0 8 " E 1 8 0 . 4 9 S2 0 ° 1 3 ' 3 4 " W 1 3 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 4 8 2 . 7 7 N30 ° 4 8 ' 5 5 " E 4 4 4 . 0 6 N30 ° 4 8 ' 5 5 " E 1 9 4 . 2 7 S5 9 ° 1 1 ' 0 5 " E 2 7 2 . 7 7 EAST 46.19 S0 1 ° 0 6 ' 0 0 " E 2 7 2 . 2 4 R = 2 3 0 . 0 0 L = 3 56 .8 7 Δ = 88°54'00" R=60.00 L=32.27 Δ=30°48'55" R=840.00 L=21.40 Δ=1°27'34" R=970.00 L=179.27 Δ=10°35'22" 50 . 0 0 50 . 0 0 50 . 0 0 55 . 0 0 55 . 0 0 26.35 19.85 35. 6 0 50. 0 0 50. 0 0 50. 0 0 50. 0 0 37. 1 7 40. 0 0 50. 0 0 50. 0 0 54. 2 7 84. 0 6 50. 0 0 50. 0 0 50. 0 0 50. 0 0 50. 0 0 50. 0 0 60. 0 0 62. 6 8 50. 0 0 50. 0 0 50. 0 0 50. 0 0 40. 0 9 L = 1 1 . 1 1 =0° 3 9 ' 2 3 " 12 0 . 0 0 L= 3 9 . 8 9 =9 ° 5 6 ' 1 8 " 12.24 L = 2 7 . 3 9 =7 ° 2 8 ' 2 4 " NO R T H 2 4 0 . 0 0 N0 3 ° 2 2 ' 1 7 " E 1 2 0 . 3 1 N1 1 ° 2 5 ' 2 9 " E 1 2 1 . 5 6 N1 9 ° 2 8 ' 4 1 " E 1 2 1 . 5 6 N2 7 ° 3 1 ' 5 4 " E 1 2 0 . 3 0 S30 ° 4 8 ' 5 5 " W 2 4 0 . 0 0 S30 ° 4 8 ' 5 5 " W 2 4 0 . 0 0 S30 ° 4 8 ' 5 5 " W 2 4 0 . 0 0 S30 ° 4 8 ' 5 5 " W 2 4 0 . 0 0 S30 ° 4 8 ' 5 5 " W 2 4 0 . 0 0 S0 4 ° 2 1 ' 2 4 " W 1 2 0 . 0 0 S1 5 ° 2 7 ' 2 4 " W 1 2 0 . 0 0 S26 ° 3 3 ' 2 4 " W 1 2 0 . 0 0 EAST 66.36 S88°58'55"E 58.54 S80°05'36"E 6 9 . 6 3 S68° 5 9 ' 3 6 " E 6 9 . 6 3 S60 ° 0 9 ' 2 9 " E 58. 5 1 S5 9 ° 1 1 ' 0 5 " E 2 7 1 . 0 0 120 . 0 0 120 . 0 0 120 . 0 0 120 . 0 0 120 . 0 0 120 . 0 0 120 . 0 0 120 . 0 0 120 . 0 0 120 . 0 0 65. 0 0 51. 5 0 51. 5 0 51. 5 0 51. 5 0 52. 3 8 44.3 8 25.2 6 25.32 44.3152.35 6.20 6.1 3 N88°54'00"E 120.00 N88°54'00"E 120.00 N88°54'00"E 120.00 N88°54'00"E 120.00 N88°54'00"E 120.00 N72°53'1 4 " E 1 2 0 . 0 0 N51° 5 4 ' 1 5 " E 1 2 0 . 0 0 N30 ° 5 5 ' 1 7 " E 1 2 0 . 0 0 N0 9 ° 5 6 ' 1 8 " E 1 2 0 . 0 0 NO R T H 1 2 0 . 0 0 N2 0 ° 3 7 ' 5 1 " E 12 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N2 4 ° 2 6 ' 5 9 " E 1 2 0 . 0 0 N0 0 ° 0 4 ' 4 7 " W 1 2 0 . 0 0 N 2 4 ° 3 6 ' 3 4 " W 1 2 0 . 0 0 N 5 1 ° 4 2 ' 4 1 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 12 0 . 0 0 12 0 . 0 0 NO R T H 1 2 0 . 0 0 S0 1 ° 2 1 ' 4 4 " W 1 2 0 . 0 0 S0 6 ° 4 3 ' 5 9 " W 1 2 0 . 0 0 S1 2 ° 0 6 ' 1 3 " W 1 2 0 . 0 0 S1 7 ° 2 8 ' 2 8 " W 1 2 0 . 0 0 S2 2 ° 5 0 ' 4 3 " W 1 2 0 . 0 0 S28 ° 1 2 ' 5 7 " W 1 2 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 2 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 2 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 2 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 2 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 2 0 . 0 0 N2 5 ° 5 3 ' 4 7 " E 1 2 0 . 7 1 N30 ° 0 6 ' 2 7 " E 1 2 0 . 3 7 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 N30 ° 4 8 ' 5 5 " E 1 2 0 . 0 0 S64 ° 2 8 ' 1 0 " E 61.8 4 S5 9 ° 5 1 ' 5 0 " E 57. 2 9 S5 9 ° 1 1 ' 0 5 " E 2 7 5 . 4 2 S6 9 ° 5 0 ' 2 5 " E 1 3 . 3 6 63. 4 2 53. 0 0 53. 0 0 53. 0 0 53. 0 0 50. 0 0 50. 0 0 50. 0 0 50. 0 0 61. 1 7 14. 2 5 35.1 3 26.7 1 21. 7 9 35. 5 0 S2 3 ° 3 2 ' 1 3 " W 1 3 0 . 0 0 S26 ° 5 0 ' 5 3 " W 1 3 0 . 0 0 S30 ° 0 9 ' 3 2 " W 1 3 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 3 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 3 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 3 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 3 0 . 0 0 S30 ° 4 8 ' 5 5 " W 1 3 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 N5 9 ° 1 1 ' 0 5 " W 1 2 0 . 0 0 120.00 60.00 60 . 0 0 60. 0 0 1 5 4 3 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 8 7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 192021 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18192021 1 2 3 4 5 6 7 8 9 5 4 3 2 1 6 1 2 2 3 4 14 9 T H S T R E E T W E S T AR T A I N E T R A I L AR T A I N E T R A I L AR T A I N E T R A I L 15 0 T H S T R E E T W E S T R=375.00 L=30.03 =4°35'17" C.Brg=S46°59'25"E C.=30.02 R=520.00 L=3.25 =0°21'30" C.Brg=N44°52'32"W C.=3.25 R = 4 0 5.0 0 L = 3 7.6 6 Δ = 5°1 9'4 0" C . B rg = S 4 7 ° 2 1'3 7"E C . = 3 7.6 5 R=345.00 L=22.38 =3°43'02" C.Brg=S46°33'18"E C.=22.38 R=580.00 L=18.68 =1°50'45" C.Brg=N45°37'09"W C.=18.68 R = 5 5 0.0 0 L = 1 3 1.7 3 Δ = 13°4 3'2 4" N30 ° 4 8 ' 5 5 " E 6 0 . 9 1 30. 4 2 30. 4 9 1 5 0 T H S T R E E T W E S T 8 1 1 2 AMBER FIELDS NINTH ADDITION OFFICIAL PLAT STORMWATERMANAGEMENTAREA 1 14 8 T H S T . W . 148TH ST. W. AB B E Y F I E L D A V E . RO A D B ROAD C RO A D A RO A D A RO A D A 1 BLO C K 4 BLO C K 3 BL O C K 2 BL O C K 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 192021 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425262728 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 38 39 40 41 42 37 OU T L O T A BL O C K 1 BLO C K 1 OU T L O T B RO A D C 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 - 4 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 PH A S I N G P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 8 LEGEND: RO A D B ROAD C RO A D A RO A D A RO A D A 1 BLO C K 4 BLO C K 3 BL O C K 2 BL O C K 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 192021 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425262728 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 38 39 40 41 42 37 OU T L O T A BL O C K 1 BLO C K 1 OU T L O T B ROAD B RO A D A RO A D C AB B E Y F I E L D A V E . 148 T H S T . W . 148TH ST. W. TEMPORARYSEDIMENT BASIN0.38 AC-FT POND 1 NWL: 922.00INTERIM 100-YR HWL: 926.47100-YR HWL: 928.4510-DAY SNOWMELT:928.45 TEMPORARYSEDIMENT BASIN3.22 AC-FT VIEW A VIEW B 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 - 4 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 - O V E R A L L V I E W 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 TREE PLANTING DETAIL1 LANDSCAPE NOTES: LANDSCAPE REQUIREMENTS: LANDSCAPE SCHEDULE: 27 K:\020570-000\Admin\Docs\2023.03.14 - 9th Addition Revised Final Plat Submittal Review\2023_03_14 - Amber Fields 9th 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 9th Addition Final Plat (Phase 2 of 4th Addition) Submittal Review WSB File Number 020570-000 SUBMITTAL: Maplewood Development has submitted a Final Plat for Amber Fields Ninth Addition for the development of Outlot D, Amber Fields 4th Addition. Outlot D, Amber Fields 4th Addition is proposed to be replatted into Amber Fields 9th Addition consisting of 83 single family lots. The plans submitted were prepared by Alliant Engineering. Review comments were generated from the Final Plat Submittal dated 02-21-2023. The submittal included the following: ▪ January 19, 2023 Engineering and Stormwater Plan Review Response Letters ▪ Existing Conditions ▪ Site Plan ▪ Erosion and Sediment Control Plan ▪ Sanitary Sewer and Watermain Plan and Profiles ▪ Street and Storm Sewer Plan and Profiles ▪ Landscape Plan ▪ Storm Sewer Sizing Calculations REVISED SUBMITTAL AND OUTSTANDING COMMENTS The revised documents submitted on February 21, 2023 address all previous engineering and stormwater comments. There were no resulting revisions to the preliminary plat and there are no additional 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.