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HomeMy WebLinkAbout20230926 PC RM Packet AGENDA Planning Commission Regular Meeting Tuesday, September 26, 2023 6:30 PM City Council Chambers, City Hall 1. CALL TO ORDER/PLEDGE OF ALLEGIANCE 2. ADDITIONS TO AGENDA 3. AUDIENCE INPUT 4. CONSENT AGENDA a. Minutes of the August 22, 2023 Regular Meeting Minutes 5. OLD BUSINESS 6. PUBLIC HEARINGS a. Request by Maplewood Development, Inc. for Approval of the Amber Fields 13th Addition Preliminary Plat. b. Request by Al Madina Association for a Site Plan Review 7. NEW BUSINESS 8. DISCUSSION 9. ADJOURNMENT Page 1 of 44 ROSEMOUNT PLANNING COMMISSION REGULAR MEETING PROCEEDINGS AUGUST 22, 2023 CALL TO ORDER/PLEDGE OF ALLEGIANCE Pursuant to due call and notice thereof, a regular meeting of the Planning Commission was held on Tuesday, August 22, 2023, at 6:30 PM. in Rosemount Council Chambers, 2875 145th Street West. Chairperson Kenninger called the meeting to order with Commissioners Herbert, Rivera, Reed, Whitman and Powell. Commissioner Thiagarajan was absent. ADDITIONS TO AGENDA None AUDIENCE INPUT None CONSENT AGENDA Motion by Kenninger Second by Powell Motion to approve the consent agenda Ayes: 6. Nays: None. Motion Carried. a. Minutes of the July 25, 2023 Regular Meeting b. Request by Maplewood Development for approval of the final plat for Amber Fields 11th Addition c. Request by Maplewood Development for approval of the final plat for Amber Fields 12th Addition OLD BUSINESS PUBLIC HEARINGS a. Request by Florence Omogho for a minor subdivision to split off the southern portion of the subject property to create a non-buildable outlot Planner Hogan discussed the request by Florence Omogho for approval of a minor subdivision to split off the southern 10,899 square feet of the subject parcel to create a non-buildable outlet as it does not meet the minimum requirements for lot standards. Chairperson Kenninger opened the public hearing at 6:39 p.m. Page 2 of 44 Don Hannaman 4275 145th Street West Mr. Hannaman stated if this passes, he would be interested in purchasing the lot and then adding it to his lot as he resides right next door. Motion by Kenninger Second by Reed Motion to close the public hearing Ayes: 6. Nays: None. Motion carried. Motion by Kenninger Second by Reed Motion to recommend the City Council approve a Minor Subdivision to create a non- buildable outlot by splitting off the southern 10,899 square feet from the existing 23,417 square foot parcel located at 4292 144th Street West, subject to: 1. Outlot A of the proposed Hawkins Pond 2nd Addition is not buildable based on the current zoning ordinance. 2. Outlot A will be required to be combined with an adjacent parcel and then platted for it to become buildable. Ayes: 6. Nays: None. Motion . NEW BUSINESS None DISCUSSION Chairperson Kenninger reminded commissioners that a future joint meeting will be held with City Council during a regular scheduled City Council Work session. The exact date has not yet been set. ADJOURNMENT There being no further business to come before the Planning Commission at the regular planning commission meeting and upon a motion by Kenninger and a second by Reed the meeting was adjourned at 6:43 p.m. Respectfully submitted, Erin Fasbender City Clerk Page 3 of 44 EXECUTIVE SUMMARY Planning Commission Regular Meeting: September 26, 2023 AGENDA ITEM: Request by Maplewood Development, Inc. for Approval of the Amber Fields 13th Addition Preliminary Plat. AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.a. ATTACHMENTS: Site Location, Existing Conditions; Preliminary Plat; Phasing Plan; Site Plan; Preliminary Grading and Drainage Plan; Preliminary Utility Plan; Landscape Plan , City Engineer's Memo Dated September 7, 2023 APPROVED BY: AK RECOMMENDED ACTION: 1. Motion to recommend the City Council approve the Preliminary Plat for Amber Fields 13thAddition, subject to: a. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated September 7, 2023. b. Approval of a Minor Amendment to the Amber Fields Planned Unit Development Agreement. c. Approval of the preliminary plat by the Dakota County Plat Commission. d. Payment of $29,040 as a landscape surety. e. Payment of trunk area charges in the amount of: i. Sanitary Sewer Trunk Charge: $1,075/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre BACKGROUND Owner: Earl Street Partners II, LLC. Preliminary Plat Acres: 14.68 Acres Met Council Net Acres: 14.68 Acres Residential Lots Created: 65 Single-Family Residential Lots Gross Density: 4.43 Units/Acre Net Density: 4.43 Units/Acre Comprehensive Plan Guiding: MUR - Mixed Use Residential Current Zoning: R1 - Low Density Residential Page 4 of 44 Surrounding Land Uses North: High Density Residential East: Mixed Use Residential South: Mixed Use Residential West: Mixed Use Residential The Planning Commission is being asked to consider a request by Maplewood Development for approval of a preliminary plat for Amber Fields 13th Addition to create 65 single-family residential lots. This addition is one of eight different single-family lot subdivisions that is planned within the Amber Fields Development area. Staff is recommending approval of the request by the developer, subject to the conditions included in the recommended action and the Engineer’s Memo dated September 7, 2023, and subject to City Council approval of a Minor Amendment to the Amber Fields Planned Unit Development Agreement. BACKGROUND The present applications are the latest step in a long process of planning for the development within UMore Park. The developer received Planned Unit Development approval with Rezoning from the City Council at its September 7, 2021, meeting. The Planned Unit Development anticipated roughly 1,959 residential units, which were to include a mixture of housing types such as single-family lots, townhome lots, and multi-family lots. There are a total of 12 Amber Fields additions that have been approved by the City Council. Preliminary Plat Areas that have been approved by City Council include Amber Fields 2nd, 3rd, 4th, 5th, 6th, 7th and 8th additions with additions 9th, 10th, 11th and 12th being the remaining areas of the designated preliminary plat areas that are shown in the table below. There has been a total of 1,393 housing units approved so far within the Amber Fields Development Area and the table below shows the break down of units that have been approved per addition. Amber Field Additions Housing Type Total Units Approved by City Council Amber Fields 2nd and 12th Additions Single Family and Townhome 301 units May 2022 and September 2023 Amber Fields 3rd and 11th Additions Single Family 182 units June 2022 and September 2023 Amber Fields 4th and 9th Additions Single Family 108 units July 2022 and April 2023 Amber Fields 5th and 10th Additions Single Family 124 units July 2022 and April 2023 Amber Fields 6th Addition Multifamily 268 units July 2022 Amber Fields 7th Addition Multifamily 250 units August 2022 Amber Fields 8th Addition Multifamily 160 units December 2022 The developer is proposing 65 single family residential lots throughout the 14.68-acre section of the Amber Fields development area. This addition is located in the southeast portion of the development, extending north from the proposed connection road that will connect the Amber Fields Development area to Akron Ave. This addition is also directly west of Akron Avenue. The Amber Fields 13th Addition Page 5 of 44 subdivision is planned to be built out in two phases. The first phase will consist of the eastern portion of the site along with the connection road off of Akron Avenue and the eastern portion of the interior roadways. The second phase will consist of the remaining western portion of the site and the trail connection to the central greenway area. Legal Authority Preliminary Plat requests are quasi-judicial decisions for the Planning Commission, meaning that 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 these applications meet the City’s established requirements, they must be approved. Staff’s review of each application is provided below. General Subdivision Design The preliminary plat area is located in the southeastern portion of the Amber Fields development area directly west of Akron Avenue and north of 154th St W. The preliminary plat area is shown to be accessed by two public streets directly off of the future connection road to Akron Avenue, currently called Road A. The proposed access road is shown as Road B and will extend from the southwest corner of the subdivision off of Road A and loop through the site back to Road A in the southeast corner. There is another street shown within the subdivision called Road C. This road will connect to the looped Road B. There is a 5-foot concrete sidewalk shown to be located throughout the site, as well as a trail in the northwest area of the site that will connect to the Greenway Area access trial. Land Use and Zoning The site is designated for MUR-Mixed Use Residential land use, 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 preliminary plat is located in is the R1-Low Density Residential zoning district. The Amber Fields Planned Unit Development Agreement includes several deviations from the Zoning Ordinance. The applicant is requesting a Minor Amendment to the PUD to reduce the minimum lot width and to reduce the minimum lot area square footage. The proposed corner lots within the subdivision meet the Amber Fields PUD requirements for minimum lot width and minimum lot area but there are a few interior lots that do not meet the minimum 45 ft. lot width and 5,400 square foot lot area minimum. In addition to dimensional standards, the table below compares the proposed preliminary plat to the standards of the Amber Fields PUD. Category Required (Amber Fields PUD) Amber Fields 13th Addition Min. Lot Area (sf) 5,400 (interior) 7,200 (corner) 5,200 (interior) 7,200 (corner) Min. Lot Width 45 ft. (interior) 55 ft. (corner) 40 ft. (interior) 55 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/20 ft. for corner lots Page 6 of 44 Min. Rear Yard Setback 20 ft. 20 ft., 30 ft. for Block 3 Phasing The applicant has provided a phasing plan that shows development initially occurring in the southeastern portion of the preliminary plat area. This area contains 37 of the 65 proposed single- family lots. The connection road, and the eastern portion of Road B and C will be constructed with this first phase of the 13th Addition. The second phase will consist of the remaining 28 single family lots as well as the remaining portions of Road B, Road C and the access trail to the greenway area. Streets and Sidewalks There are two proposed public streets going into the Amber Fields 13th Addition preliminary plat area with both of those streets extending from the future connection road that is currently called Road A. Road B extends from Road A in the southwest corner of the subdivision and loops through the site back to Road A in the southeast corner. Road C extends through the central portion of the site in between the looped Road B. A five-foot sidewalk is proposed along the north side of Road A and spans along the whole 13th Addition up to Akron Avenue. There is also a sidewalk proposed along one side of Road B that loops throughout the whole subdivision, as well as a sidewalk along the north side of Road C. There is also a trail extension shown in between Lots 19 and 20, Block 1 of the site, which will connect the subdivision to the adjacent trails for access to the central greenway area. Parks The Parks and Recreation staff has reviewed the park dedication requirement for Amber Fields 13th Addition as part of the overall Master Development Plan in order to take into account the multiple playgrounds and extensive open space within the development. Therefore, there is no park dedication requirement for this phase of Amber Fields. Preservation and Landscaping A tree inventory was conducted for the overall Amber Fields development area, and a total of 1,983 caliper inches of trees were identified for replacement following the formula laid out in the City Code. A total of 425 caliper inches of trees as mitigation has been provided throughout the Amber Fields Development area with 325 of those caliper inches being provided with the initial phase of construction which included the construction of 148th Street West and the extension of Auburn Avenue. 37.5 inches of caliper inches will be provided within the preliminary plat area of the 13th addition, leaving 1,520.5 caliper inches of trees needing to be provided as replacement throughout the remaining phases of Amber Fields. Staff is confident this will be met as development continues. The landscape plan submitted by the applicant shows a total of 88 trees to be planted throughout the preliminary plat area. The City code requires one tree per lot/frontage in the R1 and R2 zoning districts, and the landscape plan meets that requirement. A total of 88 trees will be planted with this addition, therefore a landscaping surety in the amount of $29,040 (88 trees x $300 plus 10%) is required as a condition of approval. Page 7 of 44 Utilities The site will be served by an existing sanitary sewer located within the connection Road A which extends west off of Akron Avenue. The sanitary sewer system extends within Road B from Road A and this extension provides service to the entire subdivision as it extends within the loop street of Road B and extends within Road C. Water will be provided to the site via an existing 8” watermain that is proposed to be extended within the streets of the preliminary plat area. Stormwater is managed across the entire site with detention and retention ponds located in the central open area of Amber Fields. Engineering Review The City’s engineer has provided a memorandum containing comments related to the plans provided. The memorandum included comments related to utilities, signage and street lighting, grading and general storm sewer design. A copy of the memorandum is included in the attachments. Additional comments from the City’s Engineering/Public Works department regarding this request included that the agreed-upon maintenance roles and responsibilities for trails, sidewalks and landscaping/irrigation will need to be followed and they will need to be conveyed to the future HOA that will be set up for this preliminary plat area. RECOMMENDATION Staff is recommending approval of the preliminary plat for Amber Fields 13th Addition, subject to conditions in the recommended action and contained within the Engineer’s memorandum dated September 7, 2023. The recommendation is based on information provided by the applicant and reviewed in this report. Page 8 of 44 Page 9 of 44 CO U N T Y RO A D N O . 7 3 C. S. A. H. NO. 42(145TH ST. W.) (A K R O N A V E . ) AK R O N A V E . C. S. A. H. NO. 42 (145TH ST. W.) AK R O N A V E . AK R O N A V E . AK R O N A V E . AK R O N A V E . STORMWATER MANAGEMENT AREA 1 BASIN 1918PER CITY STORMWATER MANAGEMENT AREA 2 STORMWATER MANAGEMENT AREA 3 STORMWATER MANAGEMENT AREA 3 WETLANDWE-18-00611258-000 WETLAND WE-18-006 11258-000 WETLAND WE-18-00611258-000 AU B U R N A V E . AB B E Y F I E L D A V E . 148TH ST. W. 148TH ST. W. 148 T H S T . W . 148TH ST. W. AK R O N A V E . ( C . R . 7 3 ) AB B E Y F I E L D A V E . 149TH STREET WEST AR T A I N E T R A I L 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C ROA D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 ADA ADA ADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADAADAADA ADA ADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADAADAELEC RISER ADA ADA ADA ELEC RISER ADA ADA ADA ADAADA 48" 36" * 3" WINDOW 24"x24" 5" WINDOW 5" WINDOW 5" WINDOW 5" WINDOW 5" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 5" WINDOW 5" WINDOW 5" WINDOW 5" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW 6" WINDOW ADAADA ADAADA ADAADA ADAADA ADAADA ADAADA ADAADA ADAADA 10' DRAINAGE AND UTILITY EASEMENT 5' DRAINAGE AND UTILITY EASEMENT 5' D R A I N A G E A N D U T I L I T Y E A S E M E N T 10 ' D R A I N A G E A N D U T I L I T Y E A S E M E N T HWY 42 T T AK R O N A V E . PROJECT LOCATION 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 - 1 3 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 CO V E R S H E E T 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 SHEET INDEX SHEET TITLENO. COVER SHEET1 EXISTING CONDITIONS PLAN2 PRELIMINARY PLAT3 SITE PLAN5 GRADING AND DRAINAGE PLAN6 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NOTES 8-10 SANITARY SEWER AND WATERMAIN PLAN 11 STORM SEWER PLAN 12 LANDSCAPE PLAN 13-16 17-18 GRADING PROFILES7 PHASING PLAN4 SUITE 700 ALLIANT ENGINEERING, INC. 733 MARQUETTE AVENUE SOUTH MINNEAPOLIS, MN 55402 PH: 612-758-3080 CONSULTANT FX: 612-758-3099 SURVEYOR ENGINEER DANIEL EKREM LICENSE NO. 57366 CLARK WICKLUND LICENSE NO. 40922 LANDSCAPE ARCHITECT EM: cwicklund@alliant-inc.com EM: dekrem@alliant-inc.com MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com VICINITY MAP SCALE: 1" = 4000' DEVELOPER MAPLEWOOD DEVELOPMENT 1128 HARMON PLACE SUITE 320 PH: 612-746-4046 CONTACT: MARIO J. COCCHIARELLA MINNEAPOLIS, MN 55403 AMBER FIELDS - M/I HOMES PHASE 3 PRELIMINARY PLAT 1 Page 10 of 44 AK R O N A V E . 11258-000 WETLAND WE-18-006 11258-000 LEGEND NOTES: 2 AM B E R F I E L D S - 1 3 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 EX I S T I N G C O N D I T I O N S 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 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 Page 11 of 44 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 AK R O N A V E 60 . 0 0 = = S40 ° 1 9 ' 4 9 " W 60. 0 0 ' S 4 9 ° 4 0 ' 1 1 " E 4 5 5 . 6 2 ' L=579.95'R=830.00' Δ=40°02'04" S89°42'15"E 230.34' N0 ° 1 5 ' 5 3 " E 60 . 0 0 ' = N49°40'11"W 30.00' S40 ° 1 9 ' 4 9 " W 3 8 1 . 6 7 ' L =4 1 5 .0 7 'R =2 6 0 .0 0 ' Δ =9 1 °2 8 '0 3 " L = 120.65'R=221.98' Δ =31°08'24" L = 360. 8 9 ' R = 2 6 0 . 0 0 ' Δ = 7 9 ° 3 1 ' 4 0 " N0 ° 2 1 ' 3 2 " E 3 4 8 . 8 8 ' N89°42'15"W 57.40' N 4 8 ° 1 2 ' 0 8 " W 7 6 . 1 3 ' 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 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 B2-L22 B2-L23 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 B3-L14 B3-L15 B3-L16 ROW TOTAL AREA SF 8,784 7,265 7,263 7,263 7,263 7,263 7,263 8,569 8,976 8,976 8,976 7,576 7,985 7,800 7,150 8,665 8,939 8,939 9,883 8,899 7,165 7,165 7,165 7,165 7,165 10,040 8,124 5,531 5,531 5,531 5,531 5,531 5,531 5,412 5,204 5,204 5,204 5,204 7,920 7,540 5,248 5,207 5,652 5,820 6,137 6,440 6,687 6,610 10,404 8,448 5,539 5,539 5,539 5,539 5,539 5,539 5,539 5,539 5,539 5,426 5,226 5,226 5,226 5,226 7,826 196,186 639,407 AREA AC 0.20 0.17 0.17 0.17 0.17 0.17 0.17 0.20 0.21 0.21 0.21 0.17 0.18 0.18 0.16 0.20 0.21 0.21 0.23 0.20 0.16 0.16 0.16 0.16 0.16 0.23 0.19 0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.18 0.17 0.12 0.12 0.13 0.13 0.14 0.15 0.15 0.15 0.24 0.19 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.18 4.50 14.68 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 3 AM B E R F I E L D S - 1 3 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 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 Page 12 of 44 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 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 - 1 3 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 LEGEND: 4 Page 13 of 44 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 TYPICAL 40' LOT DETAIL TYPICAL 55' LOT DETAIL 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 - 1 3 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 SI T E P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 SITE PLAN NOTES: LEGEND: SINGLE FAMILY LOT DATA: TOTAL DENSITY CALCULATIONS: TYPICAL 60' ROW ROAD SECTION 5 Page 14 of 44 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 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 6 AM B E R F I E L D S - 1 3 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 GR A D I N G A N D D R A I N A G E P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 GRADING NOTES: LEGEND: SINGLE FAMILY HOME HOLD DOWN DETAILS LOOKOUT PAD WALKOUT PAD SLAB ON GRADE Page 15 of 44 Road A PROFILE RO A D B ( 0 + 0 0 . 0 0 ) RO A D B ( 1 4 + 3 9 . 9 2 ) Road B PROFILE (DO NOT EXPLODE) RO A D C ( 7 + 0 4 . 9 3 ) RO A D A ( 1 1 + 2 7 . 9 4 ) RO A D C ( 0 + 0 0 . 0 0 ) RO A D A ( 2 + 9 0 . 4 5 ) Road C PROFILE (DO NOT EXPLODE) RO A D B ( 1 + 9 0 . 0 0 ) RO A D B ( 1 2 + 4 9 . 9 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 - 1 3 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 GR A D I N G P R O F I L E S 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 7 Page 16 of 44 WETLAND WE-18-006 11258-000 WETLAND WE-18-006 11258-000 OUTLOT N 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 10-DAY SNOWMELT: 927.74 100-YR HWL: 927.23 PROJECT LOCATION SITE LOCATION AM B E R F I E L D S - 1 3 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 ER O S I O N A N D S E D I M E N T C O N T R O L P L A N - O V E R A L L 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 SWPPP BMP QUANTITIES EROSION CONTROL RESPONSIBLE PARTY: CONTRACTOR: (PER PLAN): NOTES: NOTE TO CONTRACTOR: CONSTRUCTION SEQUENCING: VICINITY MAP SCALE: 1" = 4000' ACTIVE SWPPP MAP LEGEND LEGEND: DND 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 8 Page 17 of 44 WETLAND WE-18-006 11258-000 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 BL O C K 1 21 11 26 BLO C K 1 1 B L O C K 2 ROAD B R O A D A RO A D B R O A D C RO A D B 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 10-DAY SNOWMELT: 927.74 100-YR HWL: 927.23 AM B E R F I E L D S - 1 3 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 ER O S I O N A N D S E D I M E N T C O N T R O L P L A N - V I E W 1 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 9 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 Page 18 of 44 25 24 23 22 20 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 AM B E R F I E L D S - 1 3 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 ER O S I O N A N D S E D I M E N T C O N T R O L P L A N - V I E W 2 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 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 Page 19 of 44 AM B E R F I E L D S - 1 3 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 ER O S I O N A N D S E D I M E N T C O N T R O L N O T E S & D E T A I L S 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 11 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 EROSION CONTROL SCHEDULE: PERMANENT COVER: MANAGEMENT MEASURES: POLLUTION PREVENTION · SEDIMENT CONTROL PRACTICES: EROSION CONTROL GENERAL NOTES: MAINTENANCE PROGRAM: EROSION AND SEDIMENT CONTROL DEWATERING: FINAL STABILIZATION: CONCRETE WASHOUT DETAIL Page 20 of 44 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 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 X-X AM B E R F I E L D S - 1 3 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 SA N I T A R Y S E W E R A N D W A T E R M A I N P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 LEGEND: UTILITY NOTES: SANITARY SEWER SCHEDULE: Page 21 of 44 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 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 - 1 3 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 ST O R M S E W E R P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 LEGEND: UTILITY NOTES: 13 Page 22 of 44 25 24 23 22 20 19 18 17 16 15 14 BL O C K 1 21 26 BLO C K 1 B L O C K 2 ROAD B R O A D A R O A D C RO A D B 12 13 14 15 16 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 15 AM B E R F I E L D S - 1 3 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 ST O R M S E W E R P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 LEGEND: UTILITY NOTES: 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 14 Page 23 of 44 25 24 23 22 20 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 AM B E R F I E L D S - 1 3 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 ST O R M S E W E R P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 LEGEND: UTILITY NOTES: 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 15 Page 24 of 44 AM B E R F I E L D S - 1 3 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 ST O R M S E W E R P L A N S C H E D U L E 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 STORM SEWER SCHEDULE: 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 16 Page 25 of 44 WETLAND WE-18-006 11258-000 WETLAND WE-18-006 11258-000 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 10-DAY SNOWMELT: 927.74 100-YR HWL: 927.23 2 - SL 1 - HL 7 - AB 7 - CH 7 - RO 7 - SL 1 - GM 1 - HL 8 - RO 6 - HL 8 - GM 7 - HL 7 - CH 7 - AB 6 - GM 6 - SL AM B E R F I E L D S - 1 3 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 I N G P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 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 17TREE PLANTING DETAIL1 LANDSCAPE NOTES: MITIGATION & LANDSCAPE REQUIREMENTS: LANDSCAPE SCHEDULE: Page 26 of 44 25 24 23 22 20 19 18 17 16 15 14 13 12 10 9 8 7 6 5 4 3 2 1 BL O C K 1 21 11 26 BL O C K 1 BLO C K 1 1 1 B L O C K 2 BL O C K 3 ROAD A ROAD B R O A D A RO A D B R O A D C RO A D B 234 5 6 7 8 9 10 11 12 13 14 15 16 23 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 15 2 - SL 1 - HL 7 - AB 7 - CH 7 - RO 7 - SL 1 - GM 1 - HL 8 - RO 6 - HL 8 - GM 7 - HL 7 - CH 7 - AB 6 - GM 6 - SL AM B E R F I E L D S - 1 3 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 I N G P L A N 733 Marquette Avenue Minneapolis, MN 55402 612.758.3080 www.alliant-inc.com Suite 700 18 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 LANDSCAPE SCHEDULE: Page 27 of 44 K:\023542-000\Admin\Docs\023542-000 Amber Fields 13th Addition Preliminary Plat Plan Review Memo 2023.09.07.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 Engineer Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner Jane Byron, Storm Water Specialist From: Jeff Pearson, PE Bill Alms, PE Kendra Fallon, PE Date: September 7, 2023 Re: Amber Fields 13th Addition Civil and Stormwater Preliminary Plan Review WSB Project No. 023542-000 We have reviewed the documents provided by Alliant Engineering on August 14, 2023. Documents reviewed include: • Amber Fields 13th Addition Preliminary Plat Civil Set, dated 8/14/2023 • Amber Fields 13th Addition Rational Storm Sewer Sizing Calculations; undated It should be noted that there are outstanding comments on other previously submitted portions of the development that should be addressed. Applicant should provide responses to each comment. I offer the following comments below. Civil Comments: 1. General a. Update street names when available. b. Provide benchmark elevations on future construction plans. c. Note if “existing conditions” for Akron Avenue are per plan (as opposed to constructed conditions) and update as needed through future plans. d. Update City details to current 2023 version. 2. Utilities a. Add the NWL/HWL information for Wetland 18-006 and Basin 3 to the grading plans for reference. b. Consider adjusting sanitary alignments on all roads where needed to keep watermain alignments under pavement and avoid watermain alignment beneath storm sewer catch basins. 3. Signage and Street Lighting a. Adjust streetlight location at Block 1, Lot 17/18 to Lot 19/20 to be near path connection (offset as needed to avoid storm sewer). 4. Landscape a. No comments at this time Page 28 of 44 Amber Fields 13th Addition Preliminary Plan Review September 7, 2023 Page 2 K:\023542-000\Admin\Docs\023542-000 Amber Fields 13th Addition Preliminary Plat Plan Review Memo 2023.09.07.docx Grading, Drainage, and Erosion Control Comments: 5. General a. No comments. 6. Ponds and Wetlands a. Add the NWL/HWL information for Wetland 18-006 and Basin 3 to the grading plans for reference. 7. Emergency Overflow Routes: a. No comments. 8. Retaining Walls: a. No comments. 9. Erosion Control: a. No comments. 10. Grading: a. The contours should be added for the area west of the 13th Addition on the grading plans to confirm the drainage condition behind the proposed homes included in the 13th Addition. b. It is recommended the low point along Road B be shifted north closer to the western lot line to shift CB 29 away from the proposed driveway. c. Provide grade information for swales in open areas (minimum 2%). d. Add contour labels (existing and proposed). e. Contours on Block 1, Lots 19-26 do not align with property lines and do not reflect proposed path. Stormwater Management Plan: 1. General Storm Sewer Design a. Provide a catch basin drainage area map (including the area intended to drain to the proposed stubs) to confirm storm sewer sizing. b. Include the pipe capacity (cfs) in the storm sewer sizing calculations to compare with the cumulative flow rate draining to the pipe. c. Manholes on the deep, large diameter storm sewer are recommended to be spaced a maximum of every 300 feet for easier future maintenance. This is the recommended spacing for the 48” storm sewer run west of the 13th Addition. d. It is assumed CB 18 will connect to CBMH 17; update linework on storm sewer plans. e. FES 1 will require sheet piling due to the proposed pipe size; this should be included in final plat plans. f. Confirm and update the casting type and structure type noted in the storm sewer schedule for structures CB 18, CBMH 17 and CBMH 16. g. It is recommended MH 2 be shifted slightly away from the proposed trail. 2. Water Quantity a. No comments. 3. Rate/Volume Control a. No comments. 4. Freeboard a. No comments. Page 29 of 44 Amber Fields 13th Addition Preliminary Plan Review September 7, 2023 Page 3 K:\023542-000\Admin\Docs\023542-000 Amber Fields 13th Addition Preliminary Plat Plan Review Memo 2023.09.07.docx 5. Water Quality a. No comments. 6. Easements a. Easement near CBMH 27 should be updated to provide 10 feet south of the proposed storm sewer line (or structure CBMH 27 should be shifted to the lot line – see comment provided under the grading section). b. Provide structure and pipe depth information for the STMH at the back of Block 1, Lot 10/11 to determine if additional easement is required. 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. Page 30 of 44 EXECUTIVE SUMMARY Planning Commission Regular Meeting: September 26, 2023 AGENDA ITEM: Request by Al Madina Association for a Site Plan Review AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.b. ATTACHMENTS: Site Location, Site Aerial, Site Plan, Landscape Plan, Elevations, Exterior Material Images APPROVED BY: AK RECOMMENDED ACTION: Motion to approve the site plan of the proposed place of worship for Al Madina Association, subject to the following conditions: 1. The applicant shall update the site plan to eliminate parking within the required 30’ buffer yard along the western portion of the site adjacent to a residential use. 2. The landscape plan shall be updated to provide evergreens within the buffer yard along the western property line. 3. The driveway and parking areas shall be paved with an approved surface. 4. The site shall be connected to municipal sewer and water using the stubs located on the eastern property boundary. 5. The applicant shall comply with all requirements of the City Engineer and Building Official related to stormwater and drainage and incorporate any required updates prior to receiving a building permit. 6. The applicant shall provide a surety in the amount of 110% of the cost of any trees planted to be returned following one year of survival. BACKGROUND The Planning Commission is being asked to review the site plan for a new building on a site that has received a conditional use permit for a place of worship. Generally, the site plan for the structure conforms to the standards within the City Code, although staff is recommending conditions that must be met prior to the issuance of a building permit. The conditions relate to the shifting of parking on the western portion of the site outside of a required 30’ buffer yard, and an update to the landscape plan to provide evergreens along that same parcel boundary. Other conditions of approval are carried over from the original conditional use permit, such as connecting to municipal services and paving the parking area. Applicant & Property Owner: Al-Madina Association Location: 2058 Bonaire Path West Area In Acres: 3.94 Acres Comp. Plan Designation: Low Density Residential Current Zoning: R1-Low Density Residential The subject property is comprised of a single parcel containing two residential structures, two garages, and two small utility sheds. In 2022, the applicant received a conditional use permit to use the site as a place of worship. At that time, the applicant intended to convert one of the garages into an assembly space and to use the residential structures for meeting and office purposes. Converting the garage into an assembly Page 31 of 44 space was not feasible, therefore the applicant is proposing a new structure on the site to be used for that purpose. The site is currently served with a private well and septic system, and the site will be connected to the stubs that enter the site from the east. Meeting this requirement by connecting to the sewer and water stubs at the property line is included as a condition of approval. SITE PLAN REVIEW Legal Authority. Site Plan Reviews are quasi-judicial decisions by the Planning Commission. In such cases, the City 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 application meets these requirements, it must be approved. The purpose of a site plan review is to evaluate each project as it relates to the performance and site design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial, institutional, and multi-family development projects. Site Plan Reviews are the sole purview of the Planning Commission. Therefore, unless the Planning Commission denies the request and an appeal is made to the City Council, no action by the Council is required. Land Use and Zoning The site is guided for LDR-Low Density Residential uses and is within the R1-Low Density Residential zoning district. A church or place of worship is specifically called out as a conditional use in the district. The applicant received approval of a conditional use permit to use the subject property as a place of worship in 2022. The zoning ordinance requires a minimum 30’ buffer yard from the adjacent residential use to the west of the site, which is met by the building. The code does not allow any structures, parking, offstreet loading or storage in that area. Staff has included a condition that the site plan be updated to remove the parking from that site and construct it along the east side of the entry drive where proof of parking is shown. Staff has discussed this with the applicant, who will also be providing a row of evergreens along that property boundary to add to the screening provided by the existing vegetation in that area. Category Required Al Madina Min. Front Yard Setback 30 feet >30 feet Min. Side Yard Setback 30 feet (principal structures) 30 feet (parking) 44 feet (principal structures) 22’ feet (parking) Min. Rear Yard Setback 10 feet 319 feet Streets and Access The site has historically been a residential use, with access made into the site via a gravel driveway from Bonaire Path. The applicant has provided a site plan that incorporates comments from engineering and building staff to widen the existing driveway to 22’ and to incorporate a turnaround to accommodate emergency apparatus. Parking The applicant’s plans show an occupancy of 248 people. When calculated with the Code requirement of 1 stall per 3 people, a minimum of 83 stalls are required. The applicant does not anticipate a need for much parking on the site, both based on that anticipated number of worshipers and the number of worshipers that would be able to fit in the assembly space. The applicant’s plan shows an initial 17 parking stalls being constructed with the building, two of which are handicap stalls. The reflects an anticipated 51 worshipers. The applicant has provided a proof of parking showing a total of 102 parking stalls being able to fit on the site. The nearest street parking is over 550 feet from the subject property; therefore, the applicant will need to plan for the installation of the additional parking as the number of worshipers increases to the point the parking to be built on the site cannot accommodate them. Building Massing and Materials Page 32 of 44 The applicant’s elevations show a design that generally meets the requirements for building massing through the use of vertical elements of differing materials above and below the windows. The applicant is also proposing the use of fiber cement siding on much of the building while using control joints to mimic a natural stone appearance to meet the intent of the ordinance. Other materials include rock face finishing on the foundation areas on all sides that would otherwise be cement. Staff has included images of the paneling material with the elevations to provide context. Landscaping The site features many mature trees that would remain following development of the proposed building and parking lot area, and the rear or southern portion of the site is heavily wooded. Existing trees that are retained count toward the required planting. Based on caliper inches, the site exceeds the minimum requirement of 53 2.5” trees. The applicant’s plan also shows a total of 41 shrubs planted around the building. This exceeds the code requirement of 25 foundation plantings based on a building perimeter of 250 feet (1 foundation planting per 10 linear feet). Utilities The site has been historically served by well and septic, but the City’s inspectors have determined that the septic system is failing. Because municipal services are available at the site, the applicant will need to connect to them as a part of the project. If the property were to ever be redeveloped, the sizes of lines traversing the site may need to be changed. A civil and stormwater/drainage plans were reviewed as part of the prior CUP application, and the updated plans are being reviewed by staff currently. A condition requiring conformance with engineering requirements is included in the recommended action. RECOMMENDATION Staff is recommending approval of the site plan, subject to conditions that would bring the plan into conformance. These are related to eliminating parking within the 30’ buffer yard along the western portion of the site and to provide evergreens to augment the existing vegetation along the applicant’s side of the western parcel boundary. Staff is also recommending conditions related to the connection to City services and the paving the parking areas. Page 33 of 44 Page 34 of 44 Page 35 of 44 Page 36 of 44 Page 37 of 44 Page 38 of 44 Page 39 of 44 Page 40 of 44 Page 41 of 44 Page 42 of 44 Page 43 of 44 Page 44 of 44