HomeMy WebLinkAbout6.e. Amber Fields 2nd Addition Pre and Final PlatEXECUTIVE SUMMARY
Planning Commission Regular Meeting: April 26, 2022
Tentative City Council Meeting: May 17, 2022
AGENDA ITEM: 22-16-FP, 22-17-PP, 22-27-AMD:
Request by Maplewood Development
for approval of the Amber Fields 2nd
Addition Preliminary and Final Plats and
a Major Amendment to the Amber Fields
Planned Unit Development.
AGENDA SECTION:
Public Hearing
PREPARED BY: Anthony Nemcek, Senior Planner AGENDA NO. 6.e.
ATTACHMENTS: Site Location Map; Amber Fields Overall
Amber Fields Development Plan; Existing
Conditions; Site Development Plan;
Preliminary Plat; Final Plat; Phasing Plan;
Preliminary Grading and Drainage Plan;
Preliminary Utility Plan; Landscape Plan;
City Engineer’s Memo Dated April 7,
2022
APPROVED BY: AK
RECOMMENDED ACTION:
1.Motion to recommend the City Council approve the preliminary and final plats for
Amber Fields Second Addition, subject to:
a.Execution of a subdivision agreement.
b.Construction plans shall be updated to show five (5) foot wide sidewalks.
c.Conformance with all requirements of the City Engineer as detailed in the
attached memorandum dated April 7, 2022 (and associated stormwater review
memo dated April 7, 2022)
d.Payment of $112,760 as a landscape surety.
e.Construction of Phase 2 of the development must coincide with the construction
of the Auburn Avenue extension to Road A.
f.Outlots B and C shall be dedicated to the City.
g.The developer shall work with the City to name all public streets and parks within
the preliminary plat area.
h.Trees installed on individual lots shall be planted in the front yard in a location
that does not interfere with curb stops or individual sewer or water connections.
i.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
2.Motion to recommend the City Council approval a Major Amendment to the Amber
Fields Planned Unit Development Agreement, subject to:
a.Section 11-4-5 F. 1. R-1 Minimum Lot Area: The minimum lot area for interior lots
shall be 5,400 square feet and 7,200 square feet for corner lots.
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b. The use and development of the property legally described as Outlots I, G, and M
shall conform to the Amber Fields Second Addition preliminary plat submittal.
SUMMARY
Owner: Earl Street Partners II, LLC.
Preliminary Plat Acres: 59.88 Acres
Met Council Net Acres: 59.88 Acres
Residential Lots Created: 190 Single Family Lots, 111 Townhome Lots
Gross Density: 5.027 Units/Acre
Net Density: 5.027 Units/Acre
Comprehensive Plan Guiding: MUR-Mixed Use Residential
Current Zoning: R1-Low Density Residential and R3-Medium Density Residential
Surrounding Land Uses
North: Mixed Use Residential
East: Mixed Use Residential
South: Agriculture Research
West: Low Density Residential
The Planning Commission is being asked to consider a request by Maplewood Development for approval
of the preliminary and final plats of Amber Fields Second Addition and a major amendment to the Amber
Fields Planned Unit Development to create 190 single family lots and 111 townhome lots. The single
family lots will be a combination of traditional single family lots with widths of 65’ and smaller single-
family lots that are consistent with recently approved developments such as Bray Hill and Talamore
Farms. The request to amend the PUD is necessary to allow for the dimensional standards of the smaller
single-family lots related to minimum lot area as well as to accommodate some reconfiguration in the
placement of the roads and housing types within the preliminary plat area. The changes, individually,
would likely only require a minor amendment to the PUD. When taken as a whole, staff determined the
changes meet the threshold of a Major Amendment which includes a review by the planning commission
during a public hearing.
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 April 7, 2022.
BACKGROUND
The present applications are the latest step in a long process of planning for 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 a total of 265 traditional 65’
wide single-family lots, 366 55’ wide villa (detached townhome) and single-family lots, as well as 596
townhome lots. These are in addition to various multi-family and senior housing projects within Amber
Fields. With this current request, the developer is proposing 87 45’ wide single-family lots, 103 65’ wide
single-family lots, and 111 townhome lots, which constitutes approximately 15% of the total residential
units anticipated by the Amber Fields Master Development Plan. This is a slight increase of 8 units from
what was shown on the original development plan, but within the anticipated density for the overall
development area.
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Legal Authority
Preliminary and Final 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. Major Planned Unit
Development Amendments are a legislative decision because of the Code deviations being requested.
Legislative decisions give the Planning Commission more latitude, but consideration should be given to
the PUD standards of previously approved developments in the City as well as the PUD standards of the
other similar neighborhoods. The proposed amendment is consistent with other recently approved
developments that contain smaller single-family lots. While the original PUD did not include 45’ wide lots,
the developer did acknowledge that they would be courting builders of that type of product and asked staff
to consider future amendments such as this.
General Subdivision Design
The preliminary plat area is located on the western edge of the Amber Fields development area. It is
bound on the west by the future extension of Auburn Avenue, which will be constructed in two phases as
development occurs. The to-be-constructed 148th Street West runs along the north side of the preliminary
plat area and connects Auburn Avenue with Akron Avenue. Within the preliminary plat area, Road A
connects with 148th Street west and travels south, then east, before looping back to Auburn Avenue. Road
A provides access to several local streets, one of which connects to 148th Street West, and private streets
within the townhome neighborhood located in the northwest corner of the preliminary plat. The smaller
lot single-family homes are sited to provide somewhat of a transition between the townhomes and larger
single-family lots. The layout of the preliminary plat is generally consistent with what was included in the
Master Development Plan, with only a few alterations to the locations of streets and, of course, the
addition of the smaller single-family lots.
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 districts in
which the preliminary plat is located are R1-Low Density Residential and R3-Medium Density Residential.
The Amber Fields Planned Unit Development Agreement includes several deviations from the Zoning
Ordinance. In addition to dimensional standards the table below compares the proposed preliminary plat
to the standards of the Amber Fields PUD. The applicant is requesting an amendment to the PUD to
reduce the minimum lot area, and the proposed standards are included in the table below and reviewed
further in this report.
Category Required (Amber Fields
PUD)
Proposed
Min. Lot Area (sf) 5,400 (interior)
7,200 (corner)
5,400 (interior)
8,450 (corner)
Min. Lot Width 45 ft. (interior)
55 ft. (corner)
45 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/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)
Min. Rear Yard Setback 20 ft. 25 ft.
The Amber Fields PUD also includes a deviation from the maximum lot coverage as follows: The
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maximum lot coverage shall be fifty-five percent (55%) for lots less than 8,000 square feet, fifty percent
(50%) for lots between 8,000 and 9,000 square feet, forty-five percent (45%) for lots between ,9000 and
10,000 square feet, and forty percent (40%) for lots over 10,000 square feet. This standard will be
reviewed as part of the building permitting process to ensure compliance.
Phasing
The applicant has provided a phasing plan that shows development initially occurring in the northern
portion of the preliminary plat. This area contains all of the townhome lots as well as some 45’ and 65’
single family lots. As development continues, Auburn Avenue will be extended with the second phase of
development with contains the remainder of the single-family lots. At that point, the third access into the
preliminary plat area will be created.
Amendment to the Amber Fields Planned Unit Development Agreement
The Amber Fields Planned Unit Development agreement included several deviations from the Code
related to lot dimensions within the single-family areas of the development. The applicant is requesting a
revision to the dimensional standard related to lot area to reduce the minimum lot area from 6,500 square
feet for corner lots as allowed by the Amber Fields PUD to 5,400 square feet and 8,500 square feet to
7,200 square feet for corner lots. The preliminary plat meets all the other dimensional standards of the
Amber Fields Planned Unit Development Agreement.
The amendment will also memorialize the updated street and lot layout as well as the inclusion of forty-
five-foot-wide lots in this phase of the development were medium density townhomes were originally
anticipated.
Standard Single-Family
Lot Standards Amber Fields PUD Standards Proposed Standards
Min. Lot Area (sf) 10,000 (interior)
12,000 (corner)
6,500 sf (interior)
8,500 (corner)
5,400 (interior)
7,200 (corner)
Street and Sidewalk System
There are three access points into the preliminary plat area, with initial access into the site coming from a
connection of Road A with 148th Street West. A secondary access is provided by Road C which connects
with 148th Street West and travels south and then west to connect with Road A. Additional local roads are
located internally to the preliminary plat area connect with Roads A and C. The City’s engineer reviewed
the street plan and provided comments in the attached memo dated April 7, 2022. The radius of at least
one of the curves must be widened.
Sidewalks are provided on at least one side of all streets except cul-de-sacs. In the case of Road A that
connects with public park in the area when houses only front one side of the street, the sidewalk is placed
on the side of the street adjacent to the park which also has homes fronting it. As Auburn Avenue is
constructed with the second phase of development, trail and sidewalk will be built on either side of the
roadway, consistent with other collector roads in Rosemount. A trail connection traversing an area of
open space is shown between the future extension of Auburn Avenue to Road A near the parking area for
the public park and the internal trail system surrounding the central open area. The plans provided by the
applicant show 4’ wide sidewalks, which is one foot narrower than they should be, which is another
comment provided by the City Engineer in the attached memo. Final construction plans shall be updated
to show 5’ sidewalks.
Parks
The Parks and Recreation staff has reviewed the park dedication requirement for Amber Fields Second
Addition as part of the overall Master Development Plan in order to take into account the multiple
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playgrounds and extensive open space within the development. Therefore, there is no park dedication
requirement for this specific phase of Amber Fields. The street and sidewalk system within the
preliminary plat provide direct access to the trails and parks, including a playground immediately adjacent
to the preliminary plat south of the eastern section of single-family homes.
Tree Preservation
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. The initial
phase of construction, which includes 148th Street West and the extension of Auburn Avenue to it,
includes 325 caliper inches of trees as mitigation. An additional 85 caliper inches are provided within the
Amber Fields Second Addition preliminary plat. The leaves a total of 1,573 caliper inches of trees to be
provided as replacement in future phases. Already 20% of the required replacement are accounted for
with this request, and staff is confident the remainder will be made up as development continues.
Landscaping
In the single-family portions of the preliminary plat, the landscaping plan provided by the applicant shows
a total of 220 trees, or one tree per interior lot and two per corner lot. This is in conformance with the
requirements of the City Code. The City Code also requires for multi-family/townhome developments a
minimum of 8 trees plus one tree per unit. In this case that is a total of 119 trees. The applicant’s
landscape plan meets that requirement, and it provides foundation plantings in excess of one per ten linear
feet of building perimeter.
Additional trees are shown on the plan as replacements for tree removals. These are located along the trail
connection between Auburn Avenue and Road A and along the rear of townhomes abutting Auburn
Avenue and 148th Street West. A total of 372 trees will be planted with this development, therefore a
landscaping surety in the amount of $122,760 (372 trees x $300 plus 10%) is required as a condition of
approval.
Utilities
The site is served by sanitary sewer located within 148th Street West. The majority of the site is served by a
sewer line extending south along Road A, while a secondary sewer line in Road C serves the remainder.
Initially, water will be provided to the site via an 8” main within Road A. A 16” main will be constructed
with the extension of Auburn Avenue, which will connect with the main in Road A. 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. Of
note, sidewalks should be widened to 5’ and the radius of at least on curve must be altered. The engineer’s
memo is included with the attachments.
Final Plat
The final plat contains the residential parcels and dedicated right of way. Additionally, the final plat
contains three outlots. Outlot A encompasses the common areas of the townhome neighborhood. Outlots
B and C contain the multi-use trails that connect the central open space with Auburn Avenue and 148th
Street West, respectively. The final plat is consistent with the preliminary plat provided by the applicant.
CONCLUSION AND RECOMMENDATION
Staff is recommending approval of the preliminary and final plats and the major amendment to the Amber
Fields planned unit development agreement, subject to conditions in the recommended action and
contained within the engineer’s memorandum dated April 7, 2022. This recommendation is based on
information provided by the applicant and reviewed in this report.
C. S. A. H. NO. 42(145TH ST. W.)C.S.A.H. NO 42 (145TH ST. W.)C.S.A.H. NO 42 (145TH ST. W.)POND 1NWL: 922.00INTERIM 100-YR HWL: 926.47100-YR HWL: 928.4510-DAY SNOWMELT:928.45BASIN 1918NWL: 910.00INTERIM 100-YR HWL: 914.02100-YR HWL: 915.4310-DAY SNOWMELT: 915.96TEMPORARYSEDIMENT BASIN3.22 AC-FTWETLAND 1918INTERIM 100-YR HWL: 913.88100-YR HWL: 915.4410-DAY SNOWMELT: 916.113AMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
EXISTING CONDITIONS PLAN - VIEW 1 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTION
POND 2NWL: 921.00INTERIM 100-YR HWL: 924.26100-YR HWL: 927.7410-DAY SNOWMELT:927.84TEMPORARYSEDIMENT BASIN2.54 AC-FT4AMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
EXISTING CONDITIONS PLAN - VIEW 2 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTION
BLOCK 141234OUTLOT B12345678123456789101112131415161234567891011121314151617BLOCK 1BLOCK 2BLOCK 3123456789101112131415161718192021222324131415161718192021225131211109123467817161413121110BLOCK 4BLOCK 5BLOCK 8BLOCK 7BLOCK 5STORMWATERMANAGEMENTAREA 1BASIN 1918PER CITYWETLANDWE-18-00611258-000BLOCK 613412369101112AUBURN AVE.148TH ST. W.148TH ST. W.91725457859156743218212223201918252426272829313233343035363738394041434244ROAD AROAD BROAD CROAD IROAD JROAD KROAD LROAD MROAD NROAD DROAD EROAD FROAD GROAD HOUTLOT EBLOCK 172341BLOCK 18346125BLOCK 192341BLOCK 2034612512345BLOCK 22BLOCK 23346125BLOCK 242341BLOCK 21346125BLOCK 2934612512345BLOCK 30BLOCK 912345BLOCK 31AUBURN AVE.AUBURN AVE.ROAD AROAD IROAD AROAD AROAD A 2134567810911121314151617BLOCK 9BLOCK 1032145678910111214131516171819202122BLOCK 1012345BLOCK 12BLOCK 13234112345BLOCK 1512345BLOCK 16BLOCK 252341BLOCK 26234112345BLOCK 27BLOCK 322341BLOCK 332341BLOCK 11234112345BLOCK 28OUTLOT F5OUTLOT AOUTLOT COUTLOT DOUTLOT AOUTLOT AOUTLOT AOUTLOT DVIEW AVIEW BVIEW CPHASE 1PHASE 2REFER TO 148TH WESTROAD PLANSTYPICAL 65' LOT DETAILTYPICAL 45' LOT DETAILAMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
SITE PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70011FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONSITE PLAN NOTES:LEGEND: SINGLE FAMILY LOT DATA:TOTAL DENSITY CALCULATIONS:TOWNHOME LOT DATA:TYPICAL 24' WIDE TOWNHOME LOT DETAILTYPICAL 60' ROW ROAD SECTIONTYPICAL 64' ROW ROAD SECTION
BLOCK 141234OUTLOT B12345678123456789101112131415161234567891011121314151617BLOCK 1BLOCK 2BLOCK 3123456789101112131415161718192021222324131415161718192021225131211109123467817161413121110BLOCK 4BLOCK 5BLOCK 8BLOCK 7BLOCK 5STORMWATERMANAGEMENTAREA 1BASIN 1918PER CITYBLOCK 613412369101112AUBURN AVE.148TH ST. W.148TH ST. W.91725457859156743218212223201918252426272829313233343035363738394041434244ROAD AROAD BROAD CROAD IROAD JROAD KROAD LROAD MROAD NROAD DROAD EROAD FROAD GROAD HOUTLOT EBLOCK 172341BLOCK 18346125BLOCK 192341BLOCK 2034612512345BLOCK 22BLOCK 23346125BLOCK 242341BLOCK 21346125BLOCK 2934612512345BLOCK 30BLOCK 912345BLOCK 31AUBURN AVE.AUBURN AVE.ROAD AROAD IROAD AROAD AROAD A 2134567810911121314151617BLOCK 9BLOCK 1032145678910111214131516171819202122BLOCK 1012345BLOCK 12BLOCK 13234112345BLOCK 1512345BLOCK 16BLOCK 252341BLOCK 26234112345BLOCK 27BLOCK 322341BLOCK 332341BLOCK 11234112345BLOCK 28OUTLOT F5OUTLOT AOUTLOT COUTLOT DOUTLOT AOUTLOT AOUTLOT AOUTLOT DVIEW AVIEW BVIEW CVIEW DPARCEL AREA TABLEPARCELB11-L1B11-L2B11-L3B11-L4B12-L1B12-L2B12-L3B12-L4B12-L5B13-L1B13-L2B13-L3B13-L4B14-L1B14-L2B14-L3B14-L4B14-L5B15-L1B15-L2B15-L3B15-L4B15-L5B16-L1B16-L2B16-L3B16-L4B16-L5AREA SF2,1291,8361,8362,1292,1291,8361,8361,8362,1292,1291,8361,8362,1292,1291,8361,8361,8362,1292,1291,8361,8361,8362,1292,1291,8361,8361,8362,129AREA AC0.050.040.040.050.050.040.040.040.050.050.040.040.050.050.040.040.040.050.050.040.040.040.050.050.040.040.040.05PARCEL AREA TABLEPARCELB17-L1B17-L2B17-L3B17-L4B18-L1B18-L2B18-L3B18-L4B18-L5B18-L6B19-L1B19-L2B19-L3B19-L4B20-L1B20-L2B20-L3B20-L4B20-L5B20-L6B21-L1B21-L2B21-L3B21-L4B21-L5B21-L6B22-L1B22-L2AREA SF2,1291,8361,8362,1292,1291,8361,8361,8361,8362,1292,1291,8361,8362,1292,1291,8361,8361,8361,8362,1292,1291,8361,8361,8361,8362,1292,1291,836AREA AC0.050.040.040.050.050.040.040.040.040.050.050.040.040.050.050.040.040.040.040.050.050.040.040.040.040.050.050.04PARCEL AREA TABLEPARCELB22-L3B22-L4B22-L5B23-L1B23-L2B23-L3B23-L4B23-L5B23-L6B24-L1B24-L2B24-L3B24-L4B25-L1B25-L2B25-L3B25-L4B26-L1B26-L2B26-L3B26-L4B27-L1B27-L2B27-L3B27-L4B27-L5B29-L1B29-L2AREA SF1,8361,8362,1292,1291,8361,8361,8361,8362,1292,1291,8361,8362,1292,1291,8361,8362,1292,1291,8361,8362,1292,1291,8361,8361,8362,1292,1291,836AREA AC0.040.040.050.050.040.040.040.040.050.050.040.040.050.050.040.040.050.050.040.040.050.050.040.040.040.050.050.04PARCEL AREA TABLEPARCELB29-L3B29-L4B29-L5B29-L6B30-L1B30-L2B30-L3B30-L4B30-L5B31-L1B31-L2B31-L3B31-L4B31-L5B32-L1B32-L2B32-L3B32-L4B33-L1B33-L2B33-L3B33-L4AREA SF1,8361,8361,8362,1292,1291,8361,8361,8362,1292,1291,8361,8361,8362,1292,1291,8361,8362,1292,1291,8361,8362,129AREA AC0.040.040.040.050.050.040.040.040.050.050.040.040.040.050.050.040.040.050.050.040.040.05PARCEL AREA TABLEPARCELOUTLOT AOUTLOT BOUTLOT COUTLOT DOUTLOT EOUTLOT FROW-EXTERROW-INTERTOTALAREA SF125,12766,65912,17270,91536,11611,723819504,2372,608,407AREA AC2.871.530.281.630.830.270.0211.5859.88PARCEL AREA TABLEPARCELB1-L1B1-L2B1-L3B1-L4B1-L5B1-L6B1-L7B1-L8B1-L9B2-L1B2-L2B2-L3B2-L4B2-L5B2-L6B2-L7B2-L8B2-L9B2-L10AREA SF10,6028,1258,1258,1259,4509,0739,5819,0009,08110,0547,9648,1938,4229,2838,2607,7189,0007,8009,666AREA AC0.240.190.190.190.220.210.220.210.210.230.180.190.190.210.190.180.210.180.22PARCEL AREA TABLEPARCELB2-L11B2-L12B2-L13B2-L14B2-L15B2-L16B2-L17B3-L1B3-L2B3-L3B3-L4B3-L5B3-L6B3-L7B3-L8B3-L9B3-L10B3-L11B3-L12AREA SF8,4137,8007,8007,8007,8007,8009,8169,4887,8007,8007,8007,8007,8007,8007,8008,77910,23210,3578,069AREA AC0.190.180.180.180.180.180.230.220.180.180.180.180.180.180.180.200.230.240.19PARCEL AREA TABLEPARCELB3-L13B3-L14B3-L15B3-L16B3-L17B4-L1B4-L2B4-L3B4-L4B4-L5B4-L6B4-L7B4-L8B4-L9B4-L10B4-L11B4-L12B4-L13B4-L14AREA SF7,8007,8007,8007,8009,1228,6048,4468,5308,9768,9768,9768,9768,9768,9768,9768,9768,9768,9768,976AREA AC0.180.180.180.180.210.200.190.200.210.210.210.210.210.210.210.210.210.210.21PARCEL AREA TABLEPARCELB4-L15B4-L16B4-L17B4-L18B4-L19B4-L20B4-L21B4-L22B4-L23B4-L24B5-L1B5-L2B5-L3B5-L4B5-L5B5-L6B5-L7B5-L8B5-L9AREA SF8,6949,38210,11610,11610,29910,75110,75110,7518,45011,0528,8685,9526,0486,1436,2396,3346,4306,5159,881AREA AC0.200.220.230.230.240.250.250.250.190.250.200.140.140.140.140.150.150.150.23PARCEL AREA TABLEPARCELB5-L10B5-L11B5-L12B5-L13B5-L14B5-L15B5-L16B5-L17B5-L18B5-L19B5-L20B5-L21B5-L22B6-L1B6-L2B6-L3B6-L4B6-L5B7-L1AREA SF9,5508,4508,4508,45010,84413,98610,69910,9429,1328,5128,4888,46512,1887,2665,8505,8505,8508,45013,842AREA AC0.220.190.190.190.250.320.250.250.210.200.190.190.280.170.130.130.130.190.32PARCEL AREA TABLEPARCELB7-L2B7-L3B7-L4B7-L5B7-L6B7-L7B7-L8B7-L9B7-L10B7-L11B7-L12B7-L13B7-L14B7-L15B7-L16B7-L17B8-L1B8-L2B8-L3AREA SF8,6319,1628,9048,4508,4508,62311,52211,4028,4508,4508,4508,5888,7388,7878,45012,11010,6185,8505,850AREA AC0.200.210.200.190.190.200.260.260.190.190.190.200.200.200.190.280.240.130.13PARCEL AREA TABLEPARCELB8-L4B8-L5B8-L6B8-L7B8-L8B8-L9B8-L10B8-L11B8-L12B8-L13B9-L1B9-L2B9-L3B9-L4B9-L5B9-L6B9-L7B9-L8B9-L9AREA SF5,8505,8505,85011,22710,8238,4508,4508,4509,03111,32710,6695,8505,8505,8506,6346,3646,3689,0287,552AREA AC0.130.130.130.260.250.190.190.190.210.260.240.130.130.130.150.150.150.210.17PARCEL AREA TABLEPARCELB9-L10B9-L11B9-L12B9-L13B9-L14B9-L15B9-L16B9-L17B9-L18B9-L19B9-L20B9-L21B9-L22B9-L23B9-L24B9-L25B9-L26B9-L27B9-L28AREA SF6,3755,6255,6255,6255,6256,2288,11912,0766,1796,3666,4916,6147,0789,2166,4405,8505,8505,8505,850AREA AC0.150.130.130.130.130.140.190.280.140.150.150.150.160.210.150.130.130.130.13PARCEL AREA TABLEPARCELB9-L29B9-L30B9-L31B9-L32B9-L33B9-L34B9-L35B9-L36B9-L37B9-L38B9-L39B9-L40B9-L41B9-L42B9-L43B9-L44B10-L1B10-L2B10-L3AREA SF9,8068,5835,8505,8505,8507,63010,1829,84810,2858,2149,2199,4857,7947,1415,8098,9588,1315,4005,400AREA AC0.230.200.130.130.130.180.230.230.240.190.210.220.180.160.130.210.190.120.12PARCEL AREA TABLEPARCELB10-L4B10-L5B10-L6B10-L7B10-L8B10-L9B10-L10B10-L11B10-L12B10-L13B10-L14B10-L15B10-L16B10-L17B10-L18B10-L19B10-L20B10-L21B10-L22AREA SF5,4005,4005,4005,4005,5537,57711,70413,8219,6946,5256,5256,5256,5256,5256,5256,5256,5266,52610,257AREA AC0.120.120.120.120.130.170.270.320.220.150.150.150.150.150.150.150.150.150.24AMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
PRELIMINARY PLAT - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7005FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONLEGEND:DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:Being 5 feet in width and adjoining lot lines and 10 feet inwidth and adjoining right of way lines, unless otherwiseindicated on the plat.NOT TO SCALE
AMBER FIELDS SECOND ADDITIONCITY PLANNING COMMISSION, CITY OF ROSEMOUNT, MINNESOTAApproved by the Planning Commission of the City of Rosemount, Minnesota, this _________ day of _____________________, 20 ____.By:___________________________________________________________________ChairSecretaryCITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTAThis 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:___________________________________________________________________MayorClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI 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. TollefsonDakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have beenpaid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of_____________________, 20 ____._________________________________________, DirectorAmy A. Koethe, Department of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of AMBER FIELDS SECOND 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 RecorderKNOW ALL PERSONS BY THESE PRESENTS: That Pulte Homes of Minnesota, LLC, a Minnesota limitedliability company, owner of the following described property:Outlots I, G and M, AMBER FIELDS, Dakota County, Minnesota:Has caused the same to be surveyed and platted as AMBER FIELDS SECOND ADDITION and does herebydedicate to the public for public use the public ways and the drainage and utility easements as created bythis plat.In witness whereof said Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, has causedthese presents to be signed by its proper officer this _________ day of _____________________, 20 ____.Signed: Pulte Homes, LLC.by ___________________________________________Jamie Tharp, Chief ManagerSTATE OF MINNESOTACOUNTY OF ____________________This instrument was acknowledged before me on _________ day of _____________________, 20 ____, byJamie Tharp, Chief Manager of Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, onbehalf of the company.________________________________________Signature________________________________________Printed NameNotary Public, __________________________My Commission Expires _________________SURVEYORS CERTIFICATEI Peter Goers do hereby certify that this plat was prepared by me or under my direct supervision; that I am aduly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of theboundary survey; that all mathematical data and labels are correctly designated on this plat; that allmonuments depicted on this plat have been, or will be correctly set within one year; that all water boundariesand wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate areshown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this ___________ day of _____________________ , 20 ____._________________________________________Peter Goers, Licensed Land SurveyorMinnesota License No. 44110STATE OF MINNESOTACOUNTY OF _____________________This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, byPeter Goers.________________________________________Signature________________________________________Printed NameNotary Public,___________________________My Commission Expires__________________
SEE SHEET 3 OF4 SHEETSS18°23'48"W 389.58 N71°36'12"W172.72R=630.00L=356.51Δ=32°25'24"S75°58'24"W 250.34R=970.00L=237.47Δ=14°01'36"N90°00'00"E 260.75S01°06'00"E 390.49
N01°06'00"W 68.10N88°54'00"E 30.00N34°06'57"E 126.00N65°40'39"E84.02N79°04'48"E 592.55S14°53'14"E 65.73S19°43'13"E 61.35S32°44'45"E61.35S89°44'18"E 119.93S80°49'28"E 74.60S65°51'22"E 94.59S50°53'15"E 98.97S34°06'30"E 99.96S12°26'13"E 107.19S09°14'03"W 107.19S30°54'20"W 47.92S34°25'28"W 78.58S
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6
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2 S38°17'54"E 602.12S75°07'57"E 580.29S07°11'26"E 1366.87
S14°04'37"E142.14R=9970.00 L=107.71Δ=0°37'08"C.Brg=S14°23'11"ES75°18'15"W 130.00S15°07'31"E 64.91S15°15'35"E 64.06S26°13'59"E 61.35S63°26'59"E 35.48S3
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61
.35S75°07'52"E125.99S82°55'37"W 597.94S80°37'02"W60.26OUTLOT DR=4 6 5 .00L=2 07 .66Δ=2 5 °3 5'14"443.09789.04134.75 R=270.00L=52.71=11°11'10"C.Brg=N80°43'27"WS75°07'52"E 228.50N14°52'08"E60.00S75°07'52"E47.15N12°09'
5
9
"
E
134.90 N37°58'25"W84.37N07°11'31"W 180.00 N29°19'28"E126.02
N82°55'37"E135.00N66°14'12"E37.16N
4
5
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1
3
'
4
3
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E
9
3
.
1
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N65°36'12"E60.00R=670.00L=108.38Δ=9°16'05"C.Brg=S19°45'45"EN15°07'43"W107.84SEE SHEET 4 OF4 SHEETSINSET AINSET BL=75.26=0°25'57"R=9970.00L=182.97=1°03'05"C.Brg=S14°36'10"EAMBER FIELDS SECOND ADDITION
S18°23'48"W 389.58 N71°36'12"W 172.72N90°00'00"E 260.75N01°06'00"W 390.49N79°04'48"E 592.55S88°54'00"W30.00S01°06'00"E
68.10
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N04°52'37"W
55.45
R=5 0 0 .0 0 L =2 6 .8 9
Δ=3 °0 4 '5 2 "
S01°47'45"E 259.43
N14°04'37
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2
0
2
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1
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R=10000.00L=105.24Δ=0°36'11"C.Brg=S14°22'43"EN81°26'25"E 98.47R=500.00L=20.60=2°21'37"N79°04'48"E 482.82R=6
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Δ =1 2 °1 6 '5 3 "
202.11
259.43 56.16L=2 5 .2 7Δ=3 °0 4 '5 2 "
56.1637.7511.6827.8365.0065.0058.0056.6165.00120.0075.00 75.00
77.1765.0065.0065.0065.0057.6668.0054.9565.0065.0065.0065.0065.0065.0037.8759.97
75.0065.0065.0065.0065.0065.0065.0065.0062.5524.6759.35
59
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66
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6
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14.86
56.21
71.07
65.00 65.00 65.00 65.00 74.86
30.01120.0230.0130.0160.0150.7251.5665.0065.0065.003.78L=37.11=2°11'31"L=65.79Δ=3°53'09"L=65.25Δ=3°51'16"L=69.32Δ=4°05'40"L=225.89Δ=20°32'39"L=60.02Δ=5°27'32"L=30.01=2°43'46"L=30.01=2°43'46"L=70.60Δ=6°25'14"S14°01'36
"
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N01°06'00"W 134.28
N01°06'00"W 144.23
N01°06'00"W 149.83
N88°54'00"E 120.00S88°54'00"W 120.00S88°54'00"W 120.00S88°54'00"W 120.00S88°54'00"W 120.00S88°54'00"W 120.00N87°26'44"W 120.43N55°53'03"W 120.00N24°19'21"W 120.00N10°55'12"W
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1
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N01°06'00"W 232.00
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N01°06'00"W 132.58
N14°01'36
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3
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5N84°10'12"E 71.53N79°04'48"E 341.09
N00°06'30"W 103.67S00°06'30"E 103.67 N89°53'30"E 76.50N89°53'30"E 76.50N89°53'30"E 76.50N89°53'30"E 76.50S89°53'30"W 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50N18°23'48"E 103.67N18°23'48"E 103.67S18°23'48"W 151.67S18°23'48"W 151.67S82°55'37"W 76.50N82°55'37"E 76.50N82°55'37"E 76.50N82°55'37"E 76.50N82°55'37"E 76.50N07°04'23"W 103.67S07°04'23"E 103.67 S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 76.50S71°36'12"E 228.17N18°23'48"E 151.67S18°23'48"W 228.17S88°12'15"W 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50S01°47'45"E 151.67S01°47'45"E 151.67S01°47'45"E 127.67S01°47'45"E 127.67N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N88°12'15"E 76.50N01°47'45"W 127.67N16°34'56"E 76.50N16°34'56"E 76.50N16°34'56"E 76.50N16°34'56"E 76.50N16°34'56"E 76.50N16°34'56"E 76.50S73°25'04"E 127.67S73°25'04"E 127.67N18°23'48"E 76.50N18°23'48"E 76.50N18°23'48"E 76.50N18°23'48"E 76.50N18°23'48"E 76.50N18°23'48"E 76.50S18°23'48"W 76.50N71°36'12"W 151.67S71°36'12"E 151.67S82°46'57"E 151.67N82°46'57"W 151.67N07°13'03"E 76.50N07°13'03"E 76.50N07°13'03"E 76.50N07°13'03"E 76.50N07°13'03"E 76.50N07°13'03"E 76.50S07°13'03"W 76.50
L=19.36=2°21'37"L=4
1.98Δ=8
0
°10'48"L=52.53Δ=11°08'47"L=8.39=1°46'49"L=58.82Δ=10°12'43"L=11.63=2°01'08"39.74 121.94
L =8 4 .5 0
Δ =4 °5 9 '2 9 "68.0065.0065.0065.0065.0065.0061.2996.5345.97 65.00 75.00 120.0065.0056.6132.4565.0065.0053.3811.6874.8375.0075.0065.0092.00 16.0965.0065.0065.0065.0065.0024.7765.1065.1065.1055.0765.9727.8324.0024.0027.8327.83 24.0024.00 27.8327.8324.0024.0024.0024.0027.8327.83 24.00 24.00 24.00 24.00 27.8327.8324.0024.0027.8327.83 24.00 24.00 27.8327.8324.0024.0027.8327.83 24.00 24.00 27.83 27.8324.0024.0024.0024.0027.8327.83 24.00 24.00 24.00 24.00 27.83 27.8324.0024.0024.0027.8327.8324.0024.0024.0027.8327.8324.0024.0024.0024.0027.8327.83 24.00 24.00 24.00 24.00 27.8327.8324.0024.0024.0027.8327.83 24.00 24.00 24.00 27.83 27.83 24.00 24.00 24.00 27.8327.8324.0024.0024.0027.83 27.8324.0024.0024.0024.0027.8327.8324.0024.0024.0024.0027.8327.8324.0024.0024.0024.0027.83S42°54'24"E52.06S47°41'53"E12.33S37°38'09"E 73.24S01°47'45"E 12.50S71°09'44"W 66.94S44°52'20"W72.66N42°23'41"E8.46N74°15'19"E59.59N70°08'50"W59.82S18°23'48"W13.00S36°01'27"W10.51S25°12'49"E11.7630.1330.13L=4
9
.
5
8Δ=31
°
3
3'41"
L=49.58Δ=31°33'41"L=21.05=13°24'10"L=5.74=3°39'16"L=11.78=1°16'25"L=10.05=1°05'12"L =2 8 .5 0
Δ=3 °0 4 '5 2 "L=57.64Δ=12°13'51"L=7.00=1°12'55"L=59.06Δ=10°15'17"L=8.39=1°27'24"ROAD BROAD A
ROAD CROAD C12
33123456781234567891011121314151612345678910111213141516179171223 41 1334 6125 1423 41 28346125123451516 346 125172341 2734612522 3 4 6125 12345261234525 OUTLOT AOUTLOT A
OUTLOT C
L =118 .0 5
Δ =6 °4 5 '5 0 "L=96.30Δ=5°31'03"191.68 67.75
179.42215.97N84°05'38"E65.23S01°06'00"E 391.07
R =4 6 5 .0 0 L=2 0 7 .6 6 Δ=25°35'14"
116.00 116.00
N25°11'04"E 64.87S66°18'17"W 35.14
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7
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E
1
0
3
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6
7
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7
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1
0
3
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6
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5
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N07°11'26"W 76
.
5
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0S82°48'34"W 103.67S82°48'34"W 127.67S82°48'34"W 103.67S82°48'34"W 127.67234 12341 435 5432511341253241214343251234523412341
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62.48
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24.00 24.00 27.83 27.8324.0024.0024.0024.0027.83N82°55'37"E 597.94L=63.40Δ=3°44'42"R =1 0 0 0 .0 0 L =2 1 4 .3 5 Δ =1 2 °1 6 '5 2 "
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S01°47'45"E 127.67S07°11'26"E 76.505 27.8327.83AMBER FIELDS SECOND ADDITIONINSET A
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8
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9
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50.89
45.00 45.00 45.00 45.00 45.00 45.00
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064.9745.0045.00S37°58'25"E 84.37S12°09'
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4
ROAD IROAD A213456781091112131415161732145678910111214131516171819202122OUTLOT B4455ROAD AL=60.56Δ=0°20'45"R=10000.00L=78.28Δ=0°26'55"C.Brg=S14°54'15"EN80°37'02"E60.26L=75.92Δ=13°10'51"L=52.71Δ=11°11'10"L=20.74=0°07'07"AMBER FIELDS SECOND ADDITIONINSET B
C. S. A. H. NO. 42(145TH ST. W.)C.S.A.H. NO 42 (145TH ST. W.)C.S.A.H. NO 42 (145TH ST. W.)BLOCK 141234OUTLOT B12345678123456789101112131415161234567891011121314151617BLOCK 1BLOCK 2BLOCK 3123456789101112131415161718192021222324131415161718192021225131211109123467817161413121110BLOCK 4BLOCK 5BLOCK 8BLOCK 7BLOCK 5STORMWATERMANAGEMENTAREA 1BASIN 1918PER CITYWETLANDWE-18-00611258-000BLOCK 613412369101112AUBURN AVE.148TH ST. W.148TH ST. W.91725457859156743218212223201918252426272829313233343035363738394041434244ROAD AROAD BROAD CROAD IROAD JROAD KROAD LROAD MROAD NROAD DROAD EROAD FROAD GROAD HOUTLOT EBLOCK 172341BLOCK 18346125BLOCK 192341BLOCK 2034612512345BLOCK 22BLOCK 23346125BLOCK 242341BLOCK 21346125BLOCK 2934612512345BLOCK 30BLOCK 912345BLOCK 31AUBURN AVE.AUBURN AVE.ROAD AROAD IROAD AROAD A
ROAD A
2134567810911121314151617BLOCK 9BLOCK 1032145678910111214131516171819202122BLOCK 1012345BLOCK 12BLOCK 13234112345BLOCK 1512345BLOCK 16BLOCK 252341BLOCK 26234112345BLOCK 27BLOCK 322341BLOCK 332341BLOCK 11234112345BLOCK 28OUTLOT F5OUTLOT AOUTLOT COUTLOT DOUTLOT AOUTLOT AOUTLOT AOUTLOT DAMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
PHASING PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70010FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONLEGEND:
POND 2NWL: 921.00INTERIM 100-YR HWL: 924.26100-YR HWL: 927.7410-DAY SNOWMELT:927.84POND 1NWL: 922.00INTERIM 100-YR HWL: 926.47100-YR HWL: 928.4510-DAY SNOWMELT:928.45BASIN 1918NWL: 910.00INTERIM 100-YR HWL: 914.02100-YR HWL: 915.4310-DAY SNOWMELT: 915.96TEMPORARYSEDIMENT BASIN3.22 AC-FTWETLAND 1918INTERIM 100-YR HWL: 913.88100-YR HWL: 915.4410-DAY SNOWMELT: 916.11BLOCK 141234OUTLOT B12345678123456789101112131415161234567891011121314151617BLOCK 1BLOCK 2BLOCK 3123456789101112131415161718192021222324131415161718192021225131211109123467817161413121110BLOCK 4BLOCK 5BLOCK 8BLOCK 7BLOCK 5WETLANDWE-18-00611258-000BLOCK 613412369101112AUBURN AVE.148TH ST. W.148TH ST. W.91725457859156743218212223201918252426272829313233343035363738394041434244ROAD AROAD BROAD CROAD IROAD JROAD KROAD LROAD MROAD NROAD DROAD EROAD FROAD GROAD HOUTLOT EBLOCK 172341BLOCK 18346125BLOCK 192341BLOCK 2034612512345BLOCK 22BLOCK 23346125BLOCK 242341BLOCK 21346125BLOCK 2934612512345BLOCK 30BLOCK 912345BLOCK 31AUBURN AVE.AUBURN AVE.ROAD AROAD IROAD AROAD A
ROAD A 2134567810911121314151617BLOCK 9BLOCK 1032145678910111214131516171819202122BLOCK 1012345BLOCK 12BLOCK 13234112345BLOCK 1512345BLOCK 16BLOCK 252341BLOCK 26234112345BLOCK 27BLOCK 322341BLOCK 332341BLOCK 11234112345BLOCK 28OUTLOT F5OUTLOT AOUTLOT COUTLOT DOUTLOT AOUTLOT AOUTLOT AOUTLOT DVIEW AVIEW BVIEW CVIEW DAMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
GRADING AND DRAINAGE PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70016FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONGRADING NOTES:LEGEND: SINGLE FAMILY HOME HOLD DOWN DETAILSTOWNHOME HOLD DOWN DETAILSLOOKOUT PADWALKOUT PADSUBGRADE CORRECTIONFULL BASEMENT PADST-1
BLOCK 141234OUTLOT B12345678123456789101112131415161234567891011121314151617BLOCK 1BLOCK 2BLOCK 3123456789101112131415161718192021222324131415161718192021225131211109123467817161413121110BLOCK 4BLOCK 5BLOCK 8BLOCK 7BLOCK 5STORMWATERMANAGEMENTAREA 1BASIN 1918PER CITYBLOCK 613412369101112AUBURN AVE.148TH ST. W.148TH ST. W.91725457859156743218212223201918252426272829313233343035363738394041434244ROAD AROAD BROAD CROAD IROAD JROAD KROAD LROAD MROAD NROAD DROAD EROAD FROAD GROAD HOUTLOT EBLOCK 172341BLOCK 18346125BLOCK 192341BLOCK 2034612512345BLOCK 22BLOCK 23346125BLOCK 242341BLOCK 21346125BLOCK 2934612512345BLOCK 30BLOCK 912345BLOCK 31AUBURN AVE.AUBURN AVE.ROAD AROAD IROAD AROAD AROAD A 2134567810911121314151617BLOCK 9BLOCK 1032145678910111214131516171819202122BLOCK 1012345BLOCK 12BLOCK 13234112345BLOCK 1512345BLOCK 16BLOCK 252341BLOCK 26234112345BLOCK 27BLOCK 322341BLOCK 332341BLOCK 11234112345BLOCK 28OUTLOT F5OUTLOT AOUTLOT COUTLOT DOUTLOT AOUTLOT AOUTLOT AOUTLOT DVIEW AVIEW BVIEW CVIEW DAMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
LANDSCAPE PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70040FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONTREE PLANTING DETAIL1LANDSCAPE NOTES: MITIGATION & LANDSCAPE REQUIREMENTS:LANDSCAPE SCHEDULE:
BLOCK 141234OUTLOT B12345678123456789101112131415161234567891011121314151617BLOCK 1BLOCK 2BLOCK 3123456789101112131415161718192021222324131415161718192021225131211109123467817161413121110BLOCK 4BLOCK 5BLOCK 8BLOCK 7BLOCK 5STORMWATERMANAGEMENTAREA 1BASIN 1918PER CITYBLOCK 613412369101112AUBURN AVE.148TH ST. W.148TH ST. W.91725457859156743218212223201918252426272829313233343035363738394041434244ROAD AROAD BROAD CROAD IROAD JROAD KROAD LROAD MROAD NROAD DROAD EROAD FROAD GROAD HOUTLOT EBLOCK 172341BLOCK 18346125BLOCK 192341BLOCK 2034612512345BLOCK 22BLOCK 23346125BLOCK 242341BLOCK 21346125BLOCK 2934612512345BLOCK 30BLOCK 912345BLOCK 31AUBURN AVE.AUBURN AVE.ROAD AROAD IROAD AROAD AROAD A 2134567810911121314151617BLOCK 9BLOCK 1032145678910111214131516171819202122BLOCK 1012345BLOCK 12BLOCK 13234112345BLOCK 1512345BLOCK 16BLOCK 252341BLOCK 26234112345BLOCK 27BLOCK 322341BLOCK 332341BLOCK 11234112345BLOCK 28OUTLOT F5OUTLOT AOUTLOT COUTLOT DOUTLOT AOUTLOT AOUTLOT AOUTLOT DVIEW AVIEW BVIEW CVIEW DAMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
SANITARY SEWER AND WATERMAIN PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70030FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONUTILITY NOTES:LEGEND: SANITARY SEWER SCHEDULESANITARY SEWER SCHEDULE
346125234112345AMBER FIELDS - 2ND ADDITION
PRELIMINARY PLAT SUBMITTAL
LANDSCAPE NOTES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70045FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONSHRUB PLANTING DETAIL21PERENNIAL PLANTINGSNOT TO SCALEMULCH AT SOD DETAILNOT TO SCALE3MULCH AT SIDEWALK DETAILNOT TO SCALE4TYPICAL 5-UNIT PLANTYPICAL 4-UNIT PLANTYPICAL 6-UNIT PLANTOWNHOUSE SCHEDULE:1"=20'1"=20'1"=20'
K:\020079-000\Admin\Docs\Preliminary Plat Review\2022.03.24 - Preliminary Plat Review.docx
Memorandum
To: Anthony Nemcek, Senior Planner
CC: Stacy Bodsberg, Planning & Personnel Secretary
Brian Erickson, City Engineer
From: Tim Hanson PE, WSB Engineering Consultant
Date: April 7, 2022
Re: Amber Fields Second Addition Preliminary Plans
Preliminary Plat Submittal Review
Grading and Drainage Plan Review
Preliminary Utility Plan Review
Landscaping Plan Review
WSB File Number 020079-000
SUBMITTAL:
Maplewood Development has submitted the Preliminary Plat Submittal for Amber Fields Second
Addition for the development of Outlots I, G, and M, Amber Fields. These outlots are proposed to
be platted into190 single family lots, 111 townhouse lots and 3 Outlots. Amber Fields Second
Addition is located on the westerly end of the Amber Fields Addition extending from Auburn
Avenue and 148th Street. The plans submitted were prepared by Alliant Engineering. Review
comments were generated from the Preliminary Plat Submittal dated 03-18-2022. The submittal
included the following:
▪ Existing Conditions
▪ Preliminary Plat
▪ Phasing Plan
▪ Site Plan
▪ Grading and Drainage Plan
▪ Erosion and Sediment Control Plan
▪ Sanitary Sewer and Watermain Plan
▪ Storm Sewer Plan
▪ Landscape Plan
EXISTING CONDITIONS
The parent parcel of Amber Fields Second Addition consist of the westerly portion of the Amber
Fields subdivision which was subdivided into several outlots for future development. Amber
Fields is a portion of the UMORE Property located between the southerly extension of Auburn
Avenue and Akron Avenue, south of CSAH 42. The parent parcel consists of land previously
utilized for agricultural purposes and grass land. A man-made berm extends east to west across
the southerly portion of the area being developed which is forested adjacent to the berm. Amber
Fields Second Addition is 59.61 acres.
Anthony Nemcek
April 7, 2022
Page 2
K:\020079-000\Admin\Docs\Preliminary Plat Review\2022.03.24 - Preliminary Plat Review.docx
PRELIMINARY PLAT
Amber Fields Second Addition extends two local public streets south from 148th Street. Street A
is the primary local street providing access to both single family areas and the townhouse area.
Street A has seven local streets intersecting it and two intersections with private streets. Auburn
Avenue extends along the westly plat boundary of Amber Fields Second Addition and will be
constructed with the development of the second phase of Amber Fields Second Addition. Auburn
Avenue provides a private street intersection and a public street intersection into Amber Fields
Second Addition.
The local streets proposed in Amber Fields Second Addition consists of Street A, which extends
from 148th Street south and east looping back to Auburn Avenue (to be constructed with the
second phase). Five short streets extend between Road A or back to 148th Street and there is
one cul-de-sac Street. Two private streets extend from Road A, one of these streets extends to
the future extension of Auburn Avenue.
Phase 1 development of Amber Hills Second Addition has one primary route for access and
egress which is 148th Street to Road A, until phase 2 is developed and Auburn Avenue is
extended south.
Three Outlots are identified in the preliminary plat of Amber Fields Second Addition, Outlot A is
the common ground area adjacent to the townhouse development and will be owned and
maintained by the homeowner’s association, Outlot B extends between Auburn Avenue and
Street A and contains an 8-foot multipurpose trail, and Outlot C extends sout h from 148th Street
and contains a trail and storm sewer facilities. Outlots B and C will be deeded to the city.
1. The site plan identifies sidewalk extensions at 4 feet wide. The city standard is a 5-
foot-wide sidewalk.
2. The plans do not provide a typical section for the local str eets.
3. Several vertical curves need to be lengthened to have a minimum vertical curve
length of 90 feet.
4. The vertical curve for Road M needs to be lengthened to 350 feet.
5. Provide a profile for Auburn Avenue.
The development Fees are indicated below based on the 2021 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
The northern 400 feet of the preliminary plat has its runoff directed to the north to the proposed
ponding area (Basin 1918) located adjacent to the MCES pumping station. This area includes
two-thirds of the townhouse area and the single family units adjacent to Street B and one-half of
Street C. This ponding area proposes to connecting its 100-year storm sewer outfall to a
segment of the City’s interceptor storm sewer system being developed with the project.
A large portion of the plat, in the central area of Amber Fields Second Addition, has its runoff
directed to the most westerly ponding area of the Amber Fields greenway. The pond is located in
Outlot H, Amber Fields. The ponding area discharges to an infiltration area located to the east,
southeast. The south and easterly portion of the subdivision has its runoff directed to the central
ponding area of the Amber Fields greenway.
Anthony Nemcek
April 7, 2022
Page 3
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6. The emergency overflow elevation identified at block 11 must be reset.
7. A few driveway grades are not identified and a driveway on Block 17 exceeds 10%.
Provide a schematic of vehicle clearance and street and driveway grades for the
townhouse area, utilize a 9.0 driveway grade.
8. Place the rear yard drainage swale behind lots 5, 6, & 7, block 9 within a drainage
and utility easement.
9. The proposed emergency overflow elevation by lots 20, & 21, block 9 does not meet
requirements for lot 35.
10. The proposed emergency overflow elevation by lots 17, & 18, block 9 does not meet
requirements for lot 1, block 5..
11. Show existing contours adjacent to the plat for 200 feet beyond the plat boundary.
12. Show existing contours adjacent to the west of Auburn Avenue for 200 feet beyond
the plat boundary.
SANITARY SEWER AND WATERMAIN – UTILITY PLAN
Amber Fields Second Addition sanitary sewer system extends within Road A from the sanitary
sewer in 148th Street. This sewer extension provides service to almost the entire subdivision.
Nineteen single family lots are provided sanitary sewer from an extension within Road C from
148th Street. Eight-inch sanitary sewer is extended the entire length of Road A providing
connection points for sewers extending in the intersecting streets. A sanitary sewer stub to the
subdivision boundary is provided in Road N and at the southwest corner of the subdivision for
future extension to the south.
Sixteen-inch trunk watermain is identified to be extended within Auburn Avenue south from 148th
Street. The trunk watermain extends to the southwest corner of the subdivision and connects to
the lateral watermain within Amber Fields Second Addition at the proposed street intersections.
This watermain is identified to be constructed with the second phase of the subdivision.
Eight-inch watermain is identified to extend from the trunk watermain in 148th Street at Road A
and Road C. The eight-inch watermain is proposed to extend along each street and is stubbed to
the subdivision boundary within Road N. The proposed watermain provides a looped system for
the northern 2/3 of the Second Addition. The southerly single-family lots adjacent to Road I will be
on a dead-end extension until the second phase is developed.
13. Gate valve and fire hydrant placement will be detail reviewed with the construction
plans for the subdivision.
STORM SEWER
Storm sewer design and layout will be reviewed with the Surface Water Management submittal
which was submitted on 03-18-2022.
14. Storm sewer catchbasins can not be located within driveways.
15. Detail review of the storm sewer system and design will be completed with the
construction plans for the subdivisio n.
SURFACE WATER MANAGEMENT
The proposed Surface Water Management plan for the preliminary plat is currently being
reviewed. Comments included in the Surface Water Management review shall be incorporated in
the project design.
Anthony Nemcek
April 7, 2022
Page 4
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LANDSCAPE PLAN
The Landscape plan was reviewed for conflicts with infrastructure. Tree plantings should allow
space for access and maintenance of proposed infrastructure.
16. Tree plantings are identified in the boulevard of Road A adjacent to the townhouse
development. All other locations tree planting is beyond the boulevard.
General
Infrastructure design shall be completed in accordance with the City of Rosemount’s Engine ering
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.