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HomeMy WebLinkAbout5.a. Amber Fields 7th Addition EXECUTIVE SUMMARY Planning Commission Regular Meeting: July 26, 2022 Tentative City Council Meeting: August 16, 2022 AGENDA ITEM: 22-59-PUD, 22-60-PP, 22-61-FP: Request by The Garrett Companies for approval of a Major Amendment to the Amber Fields Planned Unit Development Agreement and Preliminary and Final Plat approval for Amber Fields 7th Addition to construct a 250-unit multifamily community. AGENDA SECTION: Public Hearing PREPARED BY: Julia Hogan, Planner AGENDA NO. 5.a. ATTACHMENTS: Site Location Map; Existing Conditions; Preliminary Plat; Phasing Plan; Final Plat; Site Plan; Grading Plan; Erosion and Sediment Control Plan; Utility Plan; Storm Sewer Plan; Landscape Plan; Signage Plan; Site Lighting Plan; Architectural Drawings; City Engineer’s Memo Dated July 11, 2022; Stormwater Review Memo. APPROVED BY: AK RECOMMENDED ACTION: 1. Motion to recommend the City Council approve the preliminary and final plats for Amber Fields 7th Addition, subject to: a. Execution of a Subdivision Agreement. b. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated July 11, 2022 (and associated stormwater review memo dated July 12, 2022). c. Payment of $82,500 as a landscape surety. d. 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 approve a Major Amendment to the Amber Fields Planned Unit Development Agreement, subject to: a. Section 11-2-18 A. Single-Family Attached Dwellings and Townhome Requirements: Building Site: A maximum of ten (10) dwelling units may be attached per building. b. Section 11-4-7 7. to increase the maximum gross density allowed within Echelon at Amber Fields to 16.12 units/acre. 2 SUMMARY Owner: Earl Street Partners II, LLC. Preliminary Plat Acres: 15.507 Acres Met Council Net Acres: 15.507 Acres Residential Lots Created: 250 Units Gross Density: 16.12 Units/Acre Net Density: 16.12 Units/Acre Comprehensive Plan Guiding: MUR-Mixed Use Residential Current Zoning: R3-Medium Density Residential Surrounding Land Uses North: Community Commercial East: Public/Institutional South: Mixed Use Residential West: High Density Residential The Planning Commission is being asked to consider a request by the Garrett Companies, for approval of a Preliminary and Final Plat and a Major Amendment to the Amber Fields Planned Unit Development Agreement to construct a 250-unit multifamily community on a parcel of land owned by Maplewood Development within Amer Fields. The site is located in the northeast central portion of the Amber Fields Development Area extending north from 148th Street West and adjacent to Akron Avenue and Abbeyfield Avenue and south of the future commercial area of Amber Fields. This development is similar to the Springs at Rosemount that was approved by the City Council that their July 19, 2022 meeting. The Springs at Rosemount consists of buildings that have the appearance of townhomes with each unit generally having an individual access and garage. Unlike the Springs at Rosemount, Echelon at Amber Fields will not contain any three-story residential buildings. The proposed two-story 25 residential buildings will contain 10 dwellings per building and each dwelling will have its own garage. Community amenities include a club house with an adjacent swimming pool, game lawn, and a dog park located in the southwestern portion of the site. The proposed amendments to the Planned Unit Development agreement contain deviations from the single-family attached dwellings and townhome requirements and from the maximum gross density allowed within the R3- Medium Density Residential Zoning district, which is the zoning designation for this site. Currently within the Amber Fields planned unit development agreement up to 8 dwelling units per building are allowed, but the applicant is asking to increase the allowed amount to 10 dwelling units per building. The proposed density on the site will be 16.12 units per acre, which is over the allowed 12 units per acre for the R3 zoning district. The applicant is asking to increase the density to 16.12 for this addition to allow for the proposed 250-unit multifamily community. Staff is recommending approval of the request by the developer, subject to the conditions included in the recommended action and the Engineer’s Memorandum dated July 11, 2022. BACKGROUND The Amber Fields Master Development Plan was approved by the City Council at its meeting on September 7, 2021. The Amber Fields development includes a mix of different housing types ranging from traditional single-family homes to high-density apartment buildings. The proposed Echelon at Amber Fields community is a hybrid townhome/apartment development located within a parcel that was zoned R3 PUD with the approval of the master development plan. The proposed development is consistent with the concept anticipated within the Master Development Plan for a medium-density townhome project. Legal Authority 3 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 expectations related to the overall Master Development Plan’s intended development pattern for this specific site. General Subdivision Design The Preliminary Plat area is located in the northeast central portion of the Amber Fields development area extending north from 148th Street West and adjacent to Akron Avenue and Abbeyfield Avenue. It will be located directly south of the commercial area proposed within Amber Fields. The project site’s primary entrance consists of one private road north from 148th Street West that loops throughout the development. This entrance is in the east central part of the lot across from Road A within Amber Fields 3rd Addition. A second private street provides access to the 25 townhome buildings and clubhouse. A second access point for Echelon is located at the northwestern corner of the lot which extends from Abbeyfield Avenue into a private street to the development. Sidewalks are proposed throughout the site which will provide access to the units and circulation throughout the site. The development will consist of 25 buildings with 10 dwelling units per building and a clubhouse. The layout of the preliminary plat is generally consistent with what was included in the Master Development Plan. Land Use and Zoning The site is designated for MUR-Mixed Use Residential land uses, which can include a range of housing types from single-family homes on traditional sixty-five foot lots to townhomes. The zoning district in which Echelon at Amber Fields is located in is the R3-Medium Density Residential district. The proposed development has a density of 16.12 units per acre, which is above the density standard allowed for R3. A Major Amendment to the PUD to increase the allowed density for Echelon at Amber Fields will be requested along with an amendment to increase the maximum allowed dwelling units attached per building. Category Density Standard Echelon at Amber Fields Density R3 – Medium Density 6-12 units/acre 16.12 units/acre The Amber Fields Planned Unit Development Agreement includes several deviations from the Zoning Ordinance. The majority of the deviations are for single-family detached home lot standards, but an amendment was done with the Amber Fields 3rd Addition to increase the allowed maximum dwelling units per building. Currently, single-family attached dwellings that are not adjacent to RR-Rural Residential, R-1- Low Density Residential, and R-1A- Low Density Residential are allowed up to a maximum of six (6) dwelling units per building, if they are adjacent to those zoning districts then they are allowed up to four (4) dwelling units per building. An amendment was done to the Amber Fields Planned Unit Development Agreement to allow for up to eight (8) dwelling units per building. This new request is to increase the allowed number of dwelling units per building from eight (8) to ten (10). The preliminary plat meets all the other dimensional standards of the Amber Fields Planned Unit Development Agreement. Standard Requirement Previously Approved Standard Proposed Standard Maximum Units Per Building 6 dwellings units per building, 4 dwelling units per building if adjacent to RR, R-1, R-1A zoning districts 8 dwelling units per building 10 dwelling units per building. 4 Preliminary and Final Plats The applicant is requesting approval of the Preliminary and Final Plats for the site that would convert the existing outlot that was platted with the rest of the Amber Fields development to a buildable lot. The parcel boundaries of the outlot and the development will remain unchanged with the approval of the plat. Streets and Parking The primary access point into Echelon at Amber Fields is a private road that extends north from 148th Street West. This road is located in the east central part of the lot across form Road A within Amber Fields 3rd Addition. The primary private road extends north 130-feet intersecting a private street that loops throughout the development. A second private street extended between the loop street and a stub street provides access to the 25 multifamily buildings and club house. There is a second access point to the site which is located in the northwestern corner of the development extending to a private street from Abbeyfield Avenue. This access point is located 180-feet from Abbeyfield Avenue along a private street which will be the primary access to the future Amber Fields Commercial Area to the north. Since the second access in the northwest corner of the site extends onto a private parcel an access and egress easement and maintenance agreement must be drafted for this street connection area with the final plat. A very complete internal sidewalk system is depicted on the applicant’s plans. The four-foot wide sidewalks provide connections between the various buildings and the community amenities. A public site walk extends adjacent to the site along the north side of 148th Street West and the east side of Abbeyfield Avenue. There is one sidewalk connection identified from the development to the public sidewalk which is adjacent to the main entrance off of 148th Street West. It was recommended within the engineer’s memo that additional pedestrian access points to the public sidewalk along 148th Street West and Abbeyfield Avenue be implemented. The City Code requires a total of 500 parking stalls in the development, or two per unit. The applicant is providing a total of 553 parking stalls through the combination of enclosed parking, surface parking, and apron (driveway) parking. The plan includes 250 garage stalls, 211 driveway/tandem stalls, 88 standard stalls and 4 compact stalls throughout the site. Parks The Parks and Recreation staff has reviewed the park dedication requirement for Amber Fields 3rd 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 specific phase of Amber Fields. The street and sidewalk system provide access to the trails and parks, but within the engineering’s memo it is recommended that additional pedestrian access points to the public sidewalk along 148th Street West and Abbeyfield Avenue. Landscaping The landscaping plan provided by the applicant shows a total of 250 trees. The R3 zoning standard for landscaping requires 1 tree per open space unit exposure and for other attached dwellings trees must be deciduous and spacing must include trees at the boulevard at 50-foot intervals. The landscape plat submitted conforms with those requirements. Trees are shown on the landscape plan throughout the site within the open areas, sidewalks and along public right of way. Parking areas are landscaped using trees and shrubs in accordance with the requirements of the City Code to provide screening. The dog park located in the south western area of the development will also receive landscaping. A total of 250 trees will be planted with this development, therefore a landscaping surety in the amount of $82,500 (250 trees x $300 plus 10%) is required as a condition of approval. Utilities The sanitary sewer system for Echelon at Amber Fields extends from a sewer stub at the main entrance to the site. The sanitary sewer extension only provides service to the proposed buildings of the development. 5 The sanitary sewer proposed with Echelon is a private facility that will be maintained by The Garrett Companies. An 8” watermain is identified to be extended within Echelon at Amber Fields. There are two watermain connections that are located at the street entrance locations which connect to the existing system providing looped water services to the development. The watermain extension from Abbeyfield Avenue to Lot 1 will be a public watermain as it will serve multiple property owners and that street area will need to be placed within a drainage and utility easement. The watermain within Echelon at Amber Fields is private and will be maintained by The Garrett Companies. The development extends two storm sewer systems from existing storm sewer stubs, one extending north form 148th street West and the second from Abbeyfield Avenue. The proposed storm sewer material is HDPE, which is not commonly utilized within streets. The proposed HDPE pipe is sized from 8-inch to 36-inch. Site Lighting The site lighting plan identifies 4, 25-foot streetlights located in the entrance island and adjacent to the club house. On site streetlights are 7 to 15 foot in height located throughout the development. The applicant has provided a photometric plan that shows it to be within limits of the City Code. Engineering Review The City’s engineer has provided a memorandum containing comments related to the plans provided. Notable comments include: the wheel track for the City’s fire truck will have to be traced throughout the site to assure adequate accessibility for the fire apparatus, pedestrian cub ramps are required at all sidewalk crossings and street access points, the proposed private street section does not identify a sand subgrade material and it is recommended to construct the street section with a sand subgrade section, and it is recommended additional pedestrian access points to the public sidewalk along 148th Street West and Abbeyfield Avenue are put in. 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 actions and contained within the Engineer’s memorandum dated July 11, 2022. This recommendation is based on information provided by the applicant and reviewed in this report. COUNTY ROAD NO. 73 (AKRON AVE.)C.S.A.H. NO 42 (145TH ST. W.)C.S.A.H. NO 42 (145TH ST. W.)AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I ABBEYFIELD AVE.148TH ST. W.148TH ST. W.OUTLOT CAPARTMENTS27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)APARTMENTS28,494 SF (.65 AC)OUTLOT EOUTLOT DPATIOPATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFSENIOR HOUSING47,000 SF108 UNITS 3 STORIES4,800 S.F.PATIO7,000 S.F.7,000 S.F.PERGOLARETAIL7,000 SFAKRON AVE. (C.R. 73) ELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADA ELECRISERADAADA ADA ELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADA ADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA BLOCK 1 4 1234 OUTLOT AOUTLOT FOUTLOT BOUTLOT H OUTL O T IOUTLOT KOU T L O T L OUTLOT MOUTLOT NOUTLOT POUTLOT QOUTLOT O12345678123456789101112131415161234567891011121314151617BLOCK 1BLOCK 2BLOCK 31234567891011121314151617181920212223241314151617181920212251312111091234678171614131211102345678912345678910111213141516171819202122876543211234567891011121314151234567891817161514131211101234567815141312111091234567131211109812345678910111213141516171812345678123456789101112131415161718192021222324251234567822212019181716151413121110912345678910111213141516171615141312111098765432124232221201918171615141312111098765432110987654321111213141516171819201098765432111121314151617181920765432189101112134321101112139876511109876543211213141516171819202122232625242322212019181716151413121110987654321BLOCK 4BLOCK 5BLOCK 8BLOCK 7BLOCK 5BLOCK 21BLOCK 22BL O C K 2 3 BLO C K 2 4 BLO C K 2 5 BLO C K 2 7 BLOCK 26BLOCK 28BLOCK 31BLOCK 30 BLO C K 2 9 BLOCK 32BLO CK 36 BLOCK 33 BLOCK 33BLOCK 40BLOCK 40BLOCK 34BLOCK 35BLOCK 38BLOCK 37 BLOCK 39 6 FUTURE ELEMENTARY SCHOOLSTORMWAT ERMANAGEME NT AREA 1 BASIN 191 8 PER C ITY STORMWA TERMANAGEM ENTAREA 2 STORMW ATERMANAGE MENTAREA 3STORMWA TERMANAGEM ENTAREA 3STORMWA TERMANAGEM ENT ARE A 6 WETLA NDWE-18- 00 611258 -0 00 WETLANDWE-18-0 0611258- 000 WETLA NDWE-18- 00 611258- 000 BLOCK 623123691011121OUTLOT BAUBURN A V E . ABBEYFIELD AVE. 148TH S T. W .148TH ST . W.148TH ST. W.148TH S T. W .9OUTLOT CAPARTMENTS27,788 SF (.63) AC APARTMENTS28,494 SF (.65 AC)APARTMENTS28,494 SF ( .65 AC)OUTLOT EOUTLOT D1714457859156743218212223201918252426272829313233343035363738394041434244ROAD A ROAD BROAD CROAD I RO A D J ROAD KROAD LROAD M ROAD N ROAD DROAD EROAD F ROAD G RO AD HOUTLOT E BLOCK 17 2 3 41 BLOCK 18 3 4 6 1 2 5 BLOCK 1923 41 BLOCK 2034 6 12512345BLOCK 22 BLOCK 23 34 6 12 5BLOCK 24 234 1 BLOCK 21 3 46125 BLOCK 29 3 4 6125 12345BLOCK 30 BLOCK 9 12345BLOCK 31 PATIOPATIO9,600 S .F .RETAIL22,450 SFGROCERY45,000 SFSENIOR HOUSING47,000 SF108 UN ITS 3 STORIES4,800 S .F . PATIO7,000 S .F .7,000 S .F .PERGOLARETAIL7,000 SF AUBURN A V E . AUBURN AVE.ROAD AROAD I ROAD A ROAD A ROAD A2134567810911121314151617BLOCK 9 BLOCK 10 32145678910111214131516171819202122BLOCK 10 1 234 5 BLOCK 12BLOCK 1 3 234 1 1 2 3 4 5BLOCK 15 1 2 3 45BLOCK 16 BLOCK 25 234 1 BLOCK 26 234 1 1 2 34 5BLOCK 27 BLOCK 32 234 1 BLOCK 33 234 1BLOCK 1 1234 1 1 2 34 5BLOCK 28 OUTLOT F 5 OUTLOT AOUTLOT C OUTLOT DOUTLOT AOUTLOT A OUTLOT A OUTLOT D AKRON AVE. (C.R. 73)23PROJECTLOCATIONFOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-0.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL COVER SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700VICINITY MAP1" = 2,000'ALLIANT ENGINEERING, INC.733 MARQUETTE AVE, SUITE 700PH: 612-758-3080 / FX: 612-758-3099CONSULTANTSURVEYORCIVIL ENGINEERPETER GOERS, PLSLICENSE NO. 44110CLARK WICKLUNDLICENSE NO. 40922LANDSCAPE ARCHITECTEM: cwicklund@alliant-inc.comEM: pgoers@alliant-inc.comNICHOLAS SMITH, PLALICENSE NO. 58422EM: nsmith@thegarrettco.comMINNEAPOLIS, MN 55402CONTACT: ASHLEY BEDELL1051 GREENWOOD SPRINGS DRIVEGREENWOOD, IN 46143EM: abedwll@thegarrettco.comSHEET LISTECHELON AT AMBER FIELDSROSEMOUNT, MINNESOTADEVELOPERTHE GARRETT COMPANIES N30°48'55"E 132.61 R=640.00 L=282.57Δ=25°17'50"C.Brg=N18°10'00"E N89°42'11"W 222.75R=312.50L=166.45Δ=30°31'06"S59°11'05"E 216.33R=487.50L=262.19Δ=30°48'55"N90°00'00"E 284.64N00°27'45"E 562.52N90°00'00"W 445.45R=450.00L=242.02Δ=30°48'55"N59°11'05"W 670.90148TH ST WAKRON AVE (PUBLIC)(PUBLIC)ABBEYFIELD AVE(PUBLIC)ROSEMOUNT, MNOUTLOT F, AMBER FIELDSALTA/NSPSLAND TITLESURVEY733 Marquette Ave, Ste 700Minneapolis, MN 55402612.758.3080 612.758.3099www.alliant-inc.comMAINFAXTABLE A ITEMSPROPERTY DESCRIPTIONOutlot F, Amber Fields, Dakota County, Minnesota.(Abstract property)To Earl Street Partners II, LLC, a Minnesota limited liability company, Garret Acquisitions, LLC and First American TitleInsurance Company:This is to Certify that this map or plat and the survey on which it is based were made in accordance with the 2021Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTAand NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, 11(a), 13, and 16 of Table A thereof. The field work was completedon June 1, 2022.Date of Plat or Map: ________________________________________________________________________________________Peter Goers, Professional Land SurveyorMinnesota License No. 44110Email: pgoers@alliant-inc.com1. This survey and the property description shown here on are based upon information found in the commitment for titleinsurance prepared by First American Title Insurance Company, file no. NCS-1127171-INDY, dated May 23, 2022.2. The orientation of this bearing system is based on the Dakota County Coordinate System NAD 1983(86 ad.).3. All distances are in feet.4. The property and adjacent roads and outlots are currently under construction.5. The locations of existing public utilities on or serving the property are depicted based on Gopher State One CallTicket No. 221244268 & 221244248, available city maps, records and observed evidence locations. Lacking excavation,underground utility locations may not be exact. Verify critical utilities prior to construction or design.CERTIFICATIONNOTESLEGEND1.Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary ofthe property, unless already marked or referenced by existing monuments orwitnesses to the corner are shown hereon.2.Address is unassaigned3.The property lies within Zone X (unshaded - areas determined to be outside the 0.2% annual chance floodplain)of Federal Emergency Management Agency (FEMA) Flood Insurance Community Panel No. 27037C0230E,effective December 2, 2011. Not Printed.4.The area of the above described property is 675,480 square feet or 15.507 acres.7(a). No buildings were observed on subject property.8.Substantial features observed in the process of conducting fieldwork, are shown hereon.9.There are no striped parking stalls on this site.11(a). The locations of existing public utilities on or serving the property are depicted based on Gopher State One CallTicket No. 221244268 & 221244248, available city maps, records and observed evidence locations. Lackingexcavation, underground utility locations may not be exact. Verify critical utilities prior to construction or design.13. Names of adjoining owners are depicted based on Dakota County GIS tax information.16. There was no observed evidence of earth moving work or building construction at the time of our field work.SCHEDULE B, PART II EXCEPTIONSThe following are survey related exceptions set forth in Schedule B, Part II of the herein referenced TitleCommitment:Item No. 10:Reservation of mineral and mineral rights by the Regents of the University of Minnesota, aMinnesota constitutional corporation, and the terms and conditions thereof; ascontemplated by the University of Minnesota Real Estate and Purchase Agreement, datedAugust 3, 2020; as reserved by Limited Warranty Deed, dated December 29, 2021,recorded December 30, 2021 as Document No. 3515213. Items in Exhibit B to LimitedWarranty Deed does not affect subject property.Item No. 13:Easements and access restrictions as shown on the recorded plat of Amber Fieldsrecorded May 9, 2022 as Document No. 3538193. No easements located on subjectproperty.Mortgagee Consent to Plat recorded May 9, 2022 as Document No. 3538194.Item No. 15:Access restrictions as contained in Quit Claim Deed between Earl Street Partners II, LLC, aMinnesota limited liability company, and the County of Dakota as contained in Quit ClaimDeed dated May 3, 2022, recorded May 9, 2022 as Document No. 3538196. Depicted onsurvey.06/09/2022PGJDTPGJOB NO.FIELD DATE ISSUEDCHECKED BYSCALEDRAWN BY1"=60'20-0078VICINITY MAPNOT TO SCALESITE AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I 148TH ST. W.148TH ST. W.OUTLOT COUTLOT EBLOCK 1, LOT 1FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-2.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL PRELIMINARY PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGAL DESCRIPTION: LEGEND LOT AREA: N59°11'05"W 670.90N30°48'55"E 132.61 R=640.00 L=282.57Δ=25°17'50"C.Brg=N18°10'00"E N89°42'11"W 222.75R=312.50L=166.45Δ=30°31'06"S59°11'05"E 216.33R=487.50L=262.19Δ=30°48'55"EAST 284.64N00°27'45"E 562.52EAST 445.45R=450.00L=242.02Δ=30°48'55"BLOCK 1LOT 1 CITY 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 ECHELON AT AMBER FIELDS 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 Earl Street Partners II, LLC, a Minnesota limited liabilitycompany, owner of the following described property:Outlot F, AMBER FIELDS, Dakota County, Minnesota.Has caused the same to be surveyed and platted as ECHELON AT AMBER FIELDS.In witness whereof said Earl Street Partners II, LLC, a Minnesota limited liability company, has caused thesepresents to be signed by its proper officer this _________ day of _____________________, 20 ____.Signed: Earl Street Partners II, LLCby ___________________________________________Mario J. Cocchiarella, Chief ManagerSTATE OF MINNESOTACOUNTY OF ____________________This instrument was acknowledged before me on _________ day of _____________________, 20 ____, by MarioJ. Cocchiarella, Chief Manager of Earl Street Partners II, LLC, a Minnesota limited liability company, on behalfof 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__________________ AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I 148TH ST. W.148TH ST. W.OUTLOT C27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)OUTLOT EPATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-3.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL SITE PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700SITE DATA: SITE NOTES: PERMEABILITY:LEGEND: AKRON AVE.OUTLOT F148TH ST. W.ELECRISERADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC ELECRISERADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-3.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL SITE PLAN - OVERALL VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: OUTLOT FRETAIL22,450 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADARISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAELECRISERADAADAADAEL E C RI S E R AD A AD A AD A ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-3.2ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL SITE PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: AKRON AVE.AKRON AVE.148TH ST. W.148TH ST. W.27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)PATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-4.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL GRADING PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING NOTES:GRADING LEGEND: AKRON AVE.148TH ST. W.ELECRISERADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC ELECRISERADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-4.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL GRADING PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING LEGEND: RETAIL22,450 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADARISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAELECRISERADAADAADAEL E C RI S E R AD A AD A AD A ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-4.2ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL GRADING PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700GRADING LEGEND: 148TH ST. W.148TH ST. W.27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)ELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA AKRON AVE.AKRON AVE.FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-5.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL EROSION AND SEDIMENT CONTROL PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: CONSTRUCTION SEQUENCING SWPPP CONTACT:ACTIVE SWPPP LEGEND 1 MILEPROJECTLOCATIONROCK CONSTRUCTION ENTRANCEWASHED ROCK ORWOOD/MULCH PERSPECIFICATIONS18" MINIMUM CUT OFF BERM TOMINIMIZE RUNOFF FROM SITENOTES:1. MnDOT 3733 TYPE 4 FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TOSTOP MUD MIGRATION THROUGH MATERIAL.2. FUGITIVE ROCK OR MULCH WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.3.CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED PRIOR TO THECOMMENCEMENT OF GRADING OPERATIONS ON THE SITE.4.THE ENTRANCE MUST BE MAINTAINED IN PROPER CONDITION TO PREVENTTRACKING OF MUD OFF THE SITE. THIS MAY REQUIRE PERIODIC TOPDRESSINGWITH ADDITIONAL ROCK, WOOD/MULCH, OR REMOVAL AND REINSTALLATION OFTHE PAD.5.THIS ENTRANCE WILL BE USED BY ALL VEHICLES ENTERING OR LEAVING THEPROJECT.6.THE CONSTRUCTION ENTRANCE WILL BE REMOVED PRIOR TO THE PLACEMENT OFBITUMINOUS SURFACING.PUBLIC ROAD50' MINIMUM LENGTHROCK-6" MINIMUM DEPTHWOOD/MULCH- 12" MINIMUM DEPTH20' MINIMUM WIDTHTEMPORARY SEDIMENTATION BASINSTANDPIPE OUTLETII. SECTION A-AIII. BASIN STANDPIPE AND EMERGENCY OVERFLOWPIPEOUTLETEMERGENCY OVERFLOW-MnDOT 3601 CLASS II RIP RAPOVER MnDOT 3733 TYPE IIIGEOTEXTILE FABRICD = DIAMETER OF STANDPIPEEQUAL TO DIAMETER OF PIPEPERFORATEDSTANDPIPE1"-2" DIAM. ROCK,CONE EQUAL TO 13 ZNOTE:PIPE MATERIALSHOULD BE RIGIDOUTLET- MnDOT3601CLASS II RIP RAPOVER MnDOT 3733TYPE III GEOTEXTILEFABRIC6" BELOW10-YR STORM31BERM STABILIZED WITH MnDOT3885 CATEGORY 3 EROSIONCONTROL BLANKETOVERFLOWNOTES:BASIN USED FOR 10 ACRESDRAINAGE AREA OR MORE.DESIGN RUNOFF VOLUME ISFROM A 2-YR, 24-HR STORMPER ACRE DRAINED TO THEBASIN. BASIN VOLUME MUSTBE A MIN. OF 1800 CUBICFEET/ACRE.SEE PLANS/SPECIFICATIONSFOR BASIN DIMENSIONS ANDPIPE SIZE AND SLOPE.ANTI-SEEPAGECOLLARPIPESTANDPIPE & ROCKMONOFILAMENTGEOTEXTILE FABRIC PERMNDOT TABLE 3886-1(MACHINE SLICED)I. PLAN VIEWAW DRAINAGE WAYA6' MIN.L = VARIABLEINLETSTANDPIPEPIPEZD10' MIN.6' M IN .21EMERGENCY OVERFLOW34" HOLES SPACED8" TO 10" ON CENTERANTISEEPAGE COLLAR (TYP.)CLNOTE:ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRADUALTHAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHODIS EROSION CONTROL BLANKET OR HYDROMULCH.UNDISTURBED VEGETATIONTRACKED EQUIPMENTTREADS CREATE GROOVESPERPENDICULAR TO SLOPEDIRECTION.SLOPESLOPE TRACKINGEROSION CONTROL BLANKETINSTALLATIONOVERLAPLONGITUDINAL JOINTSMINIMUM OF 6"OVERLAP END JOINTSMINIMUM OF 6" AND STAPLEOVERLAP AT 1.5' INTERVALS.ANCHOR TRENCH(SEE DETAIL AND NOTES BELOW)ANCHOR TRENCH1. DIG 6" X 6" TRENCH2. LAY BLANKET IN TRENCH3. STAPLE AT 1.5' INTERVALS4. BACKFILL WITH NATURAL SOIL AND COMPACT5. BLANKET LENGTH SHALL NOT EXCEED 100'WITHOUT AN ANCHOR TRENCH6"6"1' TO 3'DIRECTION OFSURFACE FLOWNOTE:SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS,STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALLHAVE GOOD SOIL CONTACT.STAPLE PATTERN/DENSITY SHALLFOLLOW MANUFACTURERSSPECIFICATIONSFOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-5.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL EROSION AND SEDIMENT CONTROL NOTES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700VICINITY MAP1" = 2,000'EROSION CONTROL SCHEDULE:FINAL STABILIZATION:EROSION CONTROL GENERAL NOTES:POLLUTION PREVENTION MANAGEMENT MEASURES:SEDIMENT CONTROL PRACTICES:DUST CONTROL:MAINTENANCE PROGRAM:EROSION AND SEDIMENT CONTROLRESPONSIBLE PARTY:EROSION CONTROLSWPPP BMP QUANTITIES:(PER PLAN)INVASIVE SPECIES CONTROL: AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I 148TH ST. W.148TH ST. W.OUTLOT C27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)OUTLOT EPATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADASANITARY SEWER SCHEDULE: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-6.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL UTILTY PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700UTILITY NOTES: LEGEND: SANITARY SEWER SCHEDULE: AKRON AVE.OUTLOT F148TH ST. W.ELECRISERADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC ELECRISERADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-6.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL UTILTY PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: OUTLOT FRETAIL22,450 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADARISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAELECRISERADAADAADAEL E C RI S E R AD A AD A AD A ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADASANITARY SEWER SCHEDULE: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-6.2ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL UTILTY PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: AKRON AVE.AKRON AVE.OUTLOT FOUTLOT I 148TH ST. W.148TH ST. W.OUTLOT C27,788 SF (.63) ACAPARTMENTS28,494 SF (.65 AC)OUTLOT EPATIO9,600 S.F.RETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADA ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-7.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL STORM SEWER PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700UTILITY NOTES: LEGEND: STORM SEWER SCHEDULE: AKRON AVE.OUTLOT F148TH ST. W.ELECRISERADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC ELECRISERADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-7.1ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL STORM SEWER PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: OUTLOT FRETAIL22,450 SFRETAIL7,000 SFELECRISER ADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADARISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAELECRISERADAADAADAEL E C RI S E R AD A AD A AD A ELECRISERADAADAADAELEC RISER ADA ADA ADA 1221 ELEC RISERADAADAADAELECRISERADAADAADA FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-7.2ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL STORM SEWER PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700LEGEND: FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONC-8.0ECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL DETAIL SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700B612 CONCRETE CURB AND GUTTERSANITARY/STORM SEWER BEDDINGWATER MAIN BEDDINGCONCRETE SIDEWALKEXPANSION JOINT DETAILNOT TO SCALE1NOT TO SCALE5NOT TO SCALE9NOT TO SCALE8NOT TO SCALE710PEDESTRIAN CURB RAMPNOT TO SCALEACCESSIBLE PARKING SIGNNOT TO SCALE11FINISHED GRADE(SURFACE VARIES)PAVED SURFACE(PAVEMENT TYPE VARIES)COMPACTED AGGREGATEBASE SIZE NO. 53 AT 95%PROCTOR DENSITYCOMPACTED SUBGRADE13 1/2"5"8"7"12"CONCRETE CURB& GUTTER6"R3"R3"1/2" PER FT.R12"R12"6"2"B612 CONCRETE CURB AND GUTTER OUTFALLNOT TO SCALE2NO PARKING SIGNNOT TO SCALE12LIGHT DUTY BITUMINOUS PAVEMENTNOT TO SCALE3HEAVY DUTY BITUMINOUS PAVEMENTNOT TO SCALE4HEAVY DUTY CONCRETE PAVEMENTNOT TO SCALE636"6" ROUND STEEL PIPEBOLLARD CONCRETE FILLED,PAINTED YELLOW.EXPANSION JOINTBITUMINOUS PAVEMENT48"8"20" DIA. FOOTINGCONCRETE BOLLARD NOT TO SCALE13CONCRETE VALLEY GUTTERNOT TO SCALE14CONCRETE SPILLWAYS NOT TO SCALE15CONCRETE PAVEMENT INSPILLWAY SEE DETAIL 6THIS PAGECONDITIONS VARY ATBACK OF CURB SEE SITEPLAN SHEET C-3.0FINISHED GRADE(SURFACE VARIES)COMPACTED AGGREGATEBASE SIZE NO. 53 AT 95%PROCTOR DENSITYCOMPACTED SUBGRADE13 1/2"5"8"7"CONCRETE CURB& GUTTER6"R3" R 3 "1/2" PER FT.R12"6"2"CONCRETE CURB ANDGUTTER ON BOTH SIDESOF CONCRETE SPILLWAY FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL DETAIL SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700.DYHC-8.1 FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONECHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL DETAIL SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700PEDESTRIAN CURB RAMP DETAILS NOT TO SCALE1C-8.2 OUTLOT FRETAIL22,450 SFGROCERY45,000 SFRETAIL7,000 SFELEC RISER ADA ADA ADA ELEC RISERADAADAADAELECRISERADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISER ADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC RISERADAADAADAELECRISERADAADAADA1221 ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L-1.0OVERALL LANDSCAPE PLANBLDG #1BLDG #2BLDG #3BLDG #4BLDG #5BLDG #6BLDG #7BLDG #8BLDG #9BLDG #10BLDG #11BLDG #12BLDG #13BLDG #14BLDG #15BLDG #16BLDG #17BLDG #18BLDG #19BLDG #20BLDG #21BLDG #22BLDG #23BLDG #24BLDG #25CLUBHOUSEPOOLMAINTENANCECOMPACTOROPENSPACE148TH ST. W.AKRON AVE148TH ST. W.NORTHScale In Feet: 1" = 60'-0"0'30'60'90'150'01OVERALL LANDSCAPE LAYOUTMAIL KIOSKPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEMONUMENT SIGNDOGPARKL-2.0L-3.0 RETAIL22,450 SFELEC RISER ADA ADA ADA EL E C RIS E R AD A AD A ADA ELECRISERADAADAADARISERRISERADAADARISERADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELEC RISERADAADAADAELECRISERADAADAADA1221 (4) AWS(5) NCB(6) NCB(5) NCB(6) NCB(6) NCB(5) NCB(6) NCB(6) NCB(5) NCB(5) NCB(6) NCB(5) NCB(4) NCB(3) NCB(5) NCB(7) NCB(6) NCB(3) NCB(6) NCB(4) NCB(3) NCB(4) NCB(8) NCB(5) NCB(5) NCB(1) FFM(1) FFM(1) FFM(1) FFM(1) FFM(1) FFM(1) RSM(1) RSM(1) RSM(2) RVB(1) RVB(1) RVB(1) RVB(1) NHE(1) NHE(1) NHE(1) NPO(1) NPO(1) NPO(1) NPO(1) NPO(1) NPO(1) NPO(2) ASL(1) ASL(1) ASL(1) ASL(1) SWO(1) SWO(1) SWO(1) SWO(1) SWO(1) SWO(1) SWO(1) GSP(1) GSP(1) GSP(1) GSP(1) CTE(1) CTE(1) CTE(1) CTE(1) CTE(1) CTE(1) CTE(1) CTE(1) NAH(1) SSC(1) SSC(1) SSC(1) RSM(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(4) AWS(2) CAV(1) ABS(1) PFC(3) AWS(4) SWN(4) INH(3) SWN(4) AWS(2) CAV(4) PPR(5) NCB(3) SWN(4) AWS(2) CAV(4) PPR(1) PFC(3) AWS(1) ABS(1) SWN(1) RSM(3) NCB(1) SSC(8) CAV(4) NCB(4) INH(1) JLI(5) NCB(3) SWN(4) AWS(2) CAV(4) PPR(1) ABS(6) NCB(6) RES(1) JLI(5) NCB(6) CAV(5) AWS(4) NCB(5) INH(1) SSC(1) JLI(1) PFC(4) CAV(4) AWS(4) INH(1) SWN(4) PPR(1) ABS(3) SWN(4) AWS(3) SWN(4) AWS(1) ABS(1) ABS(1) PFC(2) CAV(4) PPR(1) PFC(1) SWN(6) NCB(4) INH(1) SWO(4) SWN(5) CAV(4) AWS(1) SWO(1) JLI(4) CAV(2) SWN(1) ABS(1) JLI(4) INH(3) SWN(4) PPR(1) PFC(1) PFC(1) ABS(2) CAV(1) ABS(4) AWS(3) SWN(1) ABS(2) PFC(1) JLI(1) PFC(4) CAV(2) SWN(4) NCB(4) INH(2) SWN(7) PPR(4) AWS(3) SWN(4) BCJ(1) ABS(1) ABS(4) CAV(2) SWN(4) INH(3) SWN(3) AWS(4) PPR(3) SWN(4) AWS(2) CAV(4) CAV(4) SWN(4) INH(1) ABS(3) SWN(3) AWS(4) PPR(1) CAV(4) AWS(3) SWN(1) PFC(1) NAH(4) SWN(4) CAV(4) INH(3) SWN(3) AWS(4) PPR(2) CAV(4) INH(3) AWS(1) SSC(2) SWN(3) CAV(1) JLI(4) INH(4) SWN(4) CAV(1) JLI(1) ABS(1) NPO(4) INH(2) CAV(4) AWS(4) CAV(1) ABS(6) NCB(3) RES(3) CAV(4) PPR(2) AWS(4) AWS(3) SWN(1) NAH(1) RSM(1) RSM(1) CTE(1) GSP(1) GSP(1) NHE(1) NHE(1) FFM(1) NHE(1) NHEPROPERTY LINEPROTECT EXISTING TREES (TYP)PROTECT EXISTING TREES (TYP)(1) RVB(6) NCBPROPERTY LINEPROPERTY LINEPROPERTY LINE(3) CAV(4) PPR(5) PPR(1) JLI(4) NCB(2) RES(3) RES(5) NCB(3) RES(5) NCBESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L-2.0LANDSCAPE PLAN - VIEW ABLDG #6BLDG #7BLDG #8BLDG #9BLDG #10BLDG #11BLDG #12BLDG #13BLDG #14BLDG #15BLDG #24DOGPARKMAINTENANCECOMPACTOROPENSPACE148TH ST. W.RESANTHONY WATERER SPIREASPIREA X BULMADA 'ANTHONY WATERER'LOW/SPREADING SHRUBSPERENNIALSWCWALKER'S LOW CATMINTHEMERCALLIS 'HAPPY RETURNS'ORNAMENTAL GRASSESCAROUSEL LITTLE BLUESTEMSCHIZACHYRIUM SCOPARIUM 'CAROUSEL'CLBHEAVY METAL SWITCHGRASSPANICUM VIRGATUM 'HEAVY METAL'HMSKARL FOERSTER GRASSCALAMAGROSTIS X ACUTIFOLIA 'KARL FOERSTER'KFGPRAIRIE DROPSEEDSPOROBOLUS HETEROLEPISPRDHDPINK BOMB SEDUMSEDUM SPECTABILE 'PINK BOMB'PSBLUE FLAG IRISIRIS VERSICOLORBIAPRICOT SPARKLES DAYLILYHEMEROCALLIS 'APRICOT SPARKLES'ADGOLDSTRUM RUDBECKIASALVIA NEMEROSA 'MAY NIGHT'GRHAPPY RETURNS DAYLILYNEPETA FAASSENII 'WALKER'S LOW'CALGARY CARPET JUNIPERJUNIPERUS SABINA 'CALGARY CARPET'CCJBLUE CHIP JUNIPERJUNIPERUS HORIZONTALIS 'BLUE CHIP'BCJGRO-LOW SUMACRHUS AROMATICA 'GRO-LOW'GLSAWSSUMMER WINE NINEBARKPHYSOCARPUS OPULIFOLIUS 'SEWARD'SWNPURPLE PAVEMENT ROSEROSA RUGOSA 'PURPLE PAVEMENT'PPRCOMPACT AMERICAN VIBURNUMVIBURNUM TRILOBUM 'BAILEY COMPACT'CAVINCREDIBALL HYDRANGEAHYDRANGEA ARBORESCENS 'ABETWO'INHNORTHERN CHARM BOXWOODBUXUS 'WILSON'NCBTECHNITO ARBORVITAETHUJA OCCIDENTALIS 'BAILJOHN'TEAREGENT SERVICEBERRYAMELANCHIER ANIFOLIA 'REGENT'TURF GRASSESKBSHIGHLAND TURF KENTUCKYBLUEGRASS SODSOLID SOD BY JIRIK SODFARM: 651-460-6555PRO-SEEDERHYDROSEEDPSHHYDROSEED BY RAMYTURF: 651-917-0939DECIDUOUS & EVERGREEN SHRUBS - PARKING LOT SCREENING:3' HT. EVERGREEN SHRUBS SPACED AT 36" O.C.PLANT LEGENDSYMBOLTAGCOMMON NAMEBOTANIC NAMERSMASLNHERVBGSPFFMSWORED SUNSETMAPLEAMERICAN SENTRYLINDENNEW HORIZON ELMRIVER BIRCHGREENSPIRELITTLELEAFLINDENFALL FIESTAMAPLESWAMP WHITE OAKACER RUBRUM'FRANKSRED'TILIA AMERICANA'MCKSENTRY'ULMUS CARPINIFOLIA'NEW HORIZON'BETULA NIGRATILIA CORDATA'GREENSPIRE'ACER SACCHARUM'BAILSTA' FALL FIESTAQUERCUS BICOLORSSCSPRING SNOWCRABAPPLEMALUS 'SPRING SNOW'ABSAUTUMN BRILLANCESERVICEBERRYAMELACHIER X GRANDIFLORAX 'AUTUMN BRILLANCE'PFCMALUS 'PRAIRIEFIRE'JLIIVORY SILKJAPANESE LILACSYRINGA RETICULATA'IVORY SILK'PRAIRIEFIREFLOWERING CRABCTECATHEDRAL ELMULMUS x 'CATHEDRAL'NAHNORTHERN ACCLAIMHONEYLOCUSTGLEDITSIA TRIACANTHOSVAR INTERMIS 'HARVE'RELOCATED STREET TREES, OVERSTORY DECIDUOUS TREES & NEWOVERSTORY DECIDUOUS TREESNEW UNDERSTORY ORNAMENTAL TREESNPONORTHERN PIN OAKQUERCUS ELLIPSOIDALISEXISTING TREES (PROTECT IN PLACE). REF.SHEET L001 FOR TREE PRESERVATION PLAN-REFERENCE SHEET L4.0 FOR COMPLETE LANDSCAPEPLANT SCHEDULE, NOTES, & TABULATIONS.REFERENCE SHEETS L5.0 & L6.0 FOR LANDSCAPEDETAILS.NOTES:1. UNLESS STATED OTHERWISE, ALL PLANTING BEDS (EXCLUDING TURF AREAS) SHALL BE 2" DEPTH HARDWOOD BARK MULCH.2. A COMPLETE IRRIGATION DRAWING AND DETAILS WILL BE PROVIDED WITH LATER PROJECT SUBMITTALS.NORTHScale In Feet: 1" = 40'-0"0'20'40'60'100'01PLANTING PLANMATCHLINE: SEE SHEET L3.0 ELECRISERADAADAADA ELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECADAADAADAELECADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADAELECRISERADAADAADA(6) NCB(7) NCB(7) NCB(3) NCB(3) NCB(6) NCB(5) NCB(4) NCB(3) NCB(6) NCB(3) NCB(6) NCB(6) NCB(3) NCB(3) NCB(3) NCB(3) NCB(6) NCB(5) NCB(4) NCB(6) NCB(4) NCB(7) NCB(6) NCB(4) NCB(1) FFM(1) FFM(1) FFM(2) FFM(1) FFM(1) FFM(1) FFM(1) RSM(1) RSM(1) RSM(1) RSM(1) RSM(1) RSM(1) RVB(1) RVB(1) RVB(1) RVB(1) RVB(1) RVB(1) RVB(1) NHE(1) NHE(1) NHE(1) NHE(1) NHE(1) NPO(1) NPO(1) NPO(1) NPO(2) ASL(1) ASL(1) ASL(1) ASL(1) ASL(1) SWO(1) SWO(1) SWO(1) SWO(1) SWO(2) GSP(1) GSP(1) GSP(1) GSP(1) GSP(1) CTE(1) CTE(1) CTE(1) CTE(1) NAH(1) NAH(1) NAH(1) NAH(1) NAH(1) NAH(1) NAH(1) NAH(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(2) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(1) SSC(4) CAV(3) SWN(4) AWS(6) PPR(1) ABS(1) JLI(4) INH(4) CAV(1) JLI(1) AWS(2) CAV(4) BCJ(3) SWN(6) PPR(1) RES(6) NCB(1) ABS(8) AWS(4) CAV(4) INH(4) JLI(6) CCJ(2) PPR(4) KFG(12) PRD(4) KFG(3) PPR(3) AWS(3) CCJ(6) CCJ(3) AWS(1) ABS(2) PFC(4) BCJ(3) SWN(4) AWS(2) CAV(4) PPR(3) RES(1) PFC(2) JLI(2) PFC(1) SSC(1) JLI(2) PFC(4) SWN(7) INH(3) INH(3) AWS(1) PFC(6) PPR(1) ABS(4) AWS(3) AWS(1) PFC(4) BCJ(3) SWN(4) AWS(1) AWS(4) PPR(3) SWN(4) INH(6) CAV(5) PPR(3) SWN(1) JLI(3) SWN(4) INH(5) PPR(1) PFC(4) AWS(3) SWN(4) BCJ(3) SWN(5) PPR(6) SWN(4) INH(4) CAV(4) CAV(4) SWN(4) INH(2) SWN(5) CAV(3) SWN(7) PPR(6) AWS(1) ABS(3) SWN(2) CAV(3) AWS(4) INH(2) SWN(3) CAV(1) ABS(3) SWN(2) CAV(4) PPR(3) NCB(3) AWS(6) SWN(5) INH(3) NCB(2) SWN(4) PPR(1) ABS(1) NAH(4) INH(3) SWN(4) AWS(2) CAV(4) PPR(1) NHE(3) SWN(1) PFC(5) NCB(3) SWN(4) AWS(4) PPR(3) AWS(3) RES(4) INH(4) CAV(1) JLI(1) JLI(1) NAH(1) ABS(1) ABS(1) PFC(1) ASL(3) SWN(3) INH(6) PPR(6) NCB(4) NCB(7) INH(6) CAV(2) SWN(6) SWN(5) NCB(6) PPR(3) SWN(6) SWN(4) NCB(7) NCB(1) JLI(4) CAV(4) SWN(7) INH(6) NCB(2) ABS(1) NPO(1) JLI(1) JLI(1) RSM(1) RSM(1) FFM(1) ASL(1) ASL(1) ASLPROPERTY LINEPROTECT EXISTING TREES (TYP)(6) NCB(5) NCB(30) HD(4) AWS(4) AWS(6) INH(4) AWS(4) AWS(4) SWN(4) AWS(3) WC(4) AWS(4) AWS(5) BI(5) AWS(1) NPO(4) INHPROPERTY LINEPROPERTYLINE(1) NAH(1) NAHMONUMENTSIGN(3) BCJ(5) NCB(2) BCJMAIL KIOSK(1) ABS(3) PPR(4) SWN(5) PPR(3) SWN(1) SWN(3) NCB(6) NCB(4) INH(4) RES(2) CAV(6) RES(6) SWN(1) RES(3) SWN(2) SWN(3) AWS(4) NCBADA (1) JLI(6) RES(1) ABS(9) RES(4) PPR(4) AWS(5) AWS(5) SWN(3) PPR(7) NCB(5) AWSESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L-3.0LANDSCAPE PLAN - VIEW BBLDG #1BLDG #2BLDG #3BLDG #4BLDG #5BLDG #16BLDG #17BLDG #18BLDG #19BLDG #20BLDG #21BLDG #22BLDG #23BLDG #25CLUBHOUSEPOOL148TH ST. W.AKRON AVE MATCHLINE: SEE SHEET L2.0 RESANTHONY WATERER SPIREASPIREA X BULMADA 'ANTHONY WATERER'LOW/SPREADING SHRUBSPERENNIALSWCWALKER'S LOW CATMINTHEMERCALLIS 'HAPPY RETURNS'ORNAMENTAL GRASSESCAROUSEL LITTLE BLUESTEMSCHIZACHYRIUM SCOPARIUM 'CAROUSEL'CLBHEAVY METAL SWITCHGRASSPANICUM VIRGATUM 'HEAVY METAL'HMSKARL FOERSTER GRASSCALAMAGROSTIS X ACUTIFOLIA 'KARL FOERSTER'KFGPRAIRIE DROPSEEDSPOROBOLUS HETEROLEPISPRDHDPINK BOMB SEDUMSEDUM SPECTABILE 'PINK BOMB'PSBLUE FLAG IRISIRIS VERSICOLORBIAPRICOT SPARKLES DAYLILYHEMEROCALLIS 'APRICOT SPARKLES'ADGOLDSTRUM RUDBECKIASALVIA NEMEROSA 'MAY NIGHT'GRHAPPY RETURNS DAYLILYNEPETA FAASSENII 'WALKER'S LOW'CALGARY CARPET JUNIPERJUNIPERUS SABINA 'CALGARY CARPET'CCJBLUE CHIP JUNIPERJUNIPERUS HORIZONTALIS 'BLUE CHIP'BCJGRO-LOW SUMACRHUS AROMATICA 'GRO-LOW'GLSAWSSUMMER WINE NINEBARKPHYSOCARPUS OPULIFOLIUS 'SEWARD'SWNPURPLE PAVEMENT ROSEROSA RUGOSA 'PURPLE PAVEMENT'PPRCOMPACT AMERICAN VIBURNUMVIBURNUM TRILOBUM 'BAILEY COMPACT'CAVINCREDIBALL HYDRANGEAHYDRANGEA ARBORESCENS 'ABETWO'INHNORTHERN CHARM BOXWOODBUXUS 'WILSON'NCBTECHNITO ARBORVITAETHUJA OCCIDENTALIS 'BAILJOHN'TEAREGENT SERVICEBERRYAMELANCHIER ANIFOLIA 'REGENT'TURF GRASSESKBSHIGHLAND TURF KENTUCKYBLUEGRASS SODSOLID SOD BY JIRIK SODFARM: 651-460-6555PRO-SEEDERHYDROSEEDPSHHYDROSEED BY RAMYTURF: 651-917-0939DECIDUOUS & EVERGREEN SHRUBS - PARKING LOT SCREENING:3' HT. EVERGREEN SHRUBS SPACED AT 36" O.C.PLANT LEGENDSYMBOLTAGCOMMON NAMEBOTANIC NAMERSMASLNHERVBGSPFFMSWORED SUNSETMAPLEAMERICAN SENTRYLINDENNEW HORIZON ELMRIVER BIRCHGREENSPIRELITTLELEAFLINDENFALL FIESTAMAPLESWAMP WHITE OAKACER RUBRUM'FRANKSRED'TILIA AMERICANA'MCKSENTRY'ULMUS CARPINIFOLIA'NEW HORIZON'BETULA NIGRATILIA CORDATA'GREENSPIRE'ACER SACCHARUM'BAILSTA' FALL FIESTAQUERCUS BICOLORSSCSPRING SNOWCRABAPPLEMALUS 'SPRING SNOW'ABSAUTUMN BRILLANCESERVICEBERRYAMELACHIER X GRANDIFLORAX 'AUTUMN BRILLANCE'PFCMALUS 'PRAIRIEFIRE'JLIIVORY SILKJAPANESE LILACSYRINGA RETICULATA'IVORY SILK'PRAIRIEFIREFLOWERING CRABCTECATHEDRAL ELMULMUS x 'CATHEDRAL'NAHNORTHERN ACCLAIMHONEYLOCUSTGLEDITSIA TRIACANTHOSVAR INTERMIS 'HARVE'RELOCATED STREET TREES, OVERSTORY DECIDUOUS TREES & NEWOVERSTORY DECIDUOUS TREESNEW UNDERSTORY ORNAMENTAL TREESNPONORTHERN PIN OAKQUERCUS ELLIPSOIDALISEXISTING TREES (PROTECT IN PLACE). REF.SHEET L001 FOR TREE PRESERVATION PLAN-REFERENCE SHEET L4.0 FOR COMPLETE LANDSCAPEPLANT SCHEDULE, NOTES, & TABULATIONS.REFERENCE SHEETS L5.0 & L6.0 FOR LANDSCAPEDETAILS.NOTES:1. UNLESS STATED OTHERWISE, ALL PLANTING BEDS (EXCLUDING TURF AREAS) SHALL BE 2" DEPTH HARDWOOD BARK MULCH.2. A COMPLETE IRRIGATION DRAWING AND DETAILS WILL BE PROVIDED WITH LATER PROJECT SUBMITTALS.NORTHScale In Feet: 1" = 40'-0"0'20'40'60'100'01PLANTING PLANNORTHScale In Feet: 1" = 20'-0"0'10'20'30'50'02LANDSCAPE ENLARGEMENTSEE ENLARGEMENTTHIS SHEETCLUBHOUSEPOOL ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L-4.0PLANT SCHEDULE, NOTES, & TABULATIONS PLANT SCHEDULESYMBOLTAGQTY.COMMON NAMEBOTANIC NAMESIZEHEIGHT(MATURE)WIDTH(MATURE)HYDRO-ZONENOTESNEW OVERSTORY DECIDUOUS TREESFFMFALL FIESTA MAPLEACER SACCHARUM 'BAILSTA' FALL FIESTA2 1/2" CAL.60'50'M-HBALLED & BURLAPPED,MATCHINGNEW UNDERSTORY ORNAMENTAL TREESPFCPRAIRIEFIRE FLOWERING CRABMALUS 'PRAIRIEFIRE'25'20'MB&B, MULTI-STEMSSCSPRING SNOW CRABAPPLEAMELACHIER X GRANDIFLORAX 'AUTUMN BRILLANCE'30'20'MB & B, SINGLE TRUNKJLISYRINGA RETICULATA 'IVORY SILK'30'20'MABSAUTUMN BRILLIANCE SERVICEBERRY25'20'MIVORY SILK JAPANESE LILACDECIDUOUS & EVERGREEN SHRUBS - PARKING LOT SCREENING: 3' HT. EVERGREEN SHRUBS SPACED AT 36" O.C.LOW/SPREADING SHRUBSPERENNIALSORNAMENTAL GRASSESKFGKARL FOERSTER GRASS1 GAL.4'2.5'L-MCALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'HMSCAROUSEL LITTLE BLUESTEM1 GAL.3'3'L-MSCHIZACHYRIUM SCOPARIUM 'CAROUSEL'CLBPRAIRIE DROPSEED1 GAL.3'2.5'L-MSPOROBOLUS HETEROLEPISPRD1 GAL.2'2'L-MSUBTOTAL20HEAVY METAL SWITCHGRASSPANICUM VIRGATUM 'HEAVY METAL'CALAGARY CARPET JUNIPERJUNIPERUS SABINA 'CALGARY CARPET'CCJBLUE CHIP JUNIPER1'6'L-MJUNIPERUS HORIZONTALIS 'BLUE CHIP'BCJ1'3'L-MSUBTOTAL323 GAL.3 GAL.COMPACT AMERICAN VIBURNUMVIBURNUM TRILOBUM 'BAILEY COMPACT'CAVSUMMER WINE NINEBARK6'6'L-MPHYSOCARPUS OPULIFOLIUS 'SEWARD'SWNREGENT SERVICEBERRY6'6'L-MAMELANCHIER ALNIFOLIA 'REGENT'RESINCREDIBALL HYDRANGEA6'8'MHYDRANGEA ARBORESCENS 'ABETWO'INH5'5'MNORTHERN CHARM BOXWOODBUXUS 'WILSON'NCB3'3'MANTHONY WATERER SPIREASPIREA X BUMALDA 'ANTHONY WATERER'AWSPURPLE PAVEMENT ROSE5'5'MROSA RUGOSA 'PURPLE PAVEMENT'PPR4'4'MSUBTOTAL1,2485 GAL.5 GAL.5 GAL.5 GAL.5 GAL.5 GAL.5 GAL.MATCHING, CONT. FULLB&B, MULTI-STEMB&B, MULTI-STEMMALUS 'SPRING SNOW'2 1/2" CAL.MATCHING, CONT. FULLTURF GRASSESKBSHIGHLAND TURF KENTUCKY BLUEGRASS SODSOLID SODSOLID SOD BY JIRIK SOD FARM: 651-460-655523,310 SQ. FT.PSHPRO-SEEDER COMMERCIAL SUN & SHADE HYDROSEEDHYDROSEEDHYDROSEED BY RAMY TURF: 651-917-0939186,724 SQ. FT.SUBTOTAL210,034 SQ. FT.GRO-LOW SUMACRHUS AROMATICA 'GRO-LOW'GLS2'6'L-M3 GAL.151700HAPPY RETURNS DAYLILYHEMEROCALLIS 'HAPPY RETURNS'HD1.5'2'M18" O.C., CONTAINER FULL1 GAL.00812MATCHING, CONTAINER FULLMATCHING, CONTAINER FULLMATCHING, CONTAINER FULLMATCHING, CONTAINER FULL39312614521716850149SUBTOTAL10528SUBTOTAL145RSMRED SUNSET MAPLEACER RUBRUM 'FRANKSRED'2 1/2" CAL.40'50'M-HBALLED & BURLAPPED,MATCHINGRVBRIVER BIRCHBETULA NIGRA2 1/2" CAL.60'50'M-HBALLED & BURLAPPED,MATCHINGNHENEW HORIZON ELMULMUS CARPINIFOLIA 'NEW HORIZON'2 1/2" CAL.40'25'M-HBALLED & BURLAPPED,MATCHINGNPONORTHERN PIN OAKQUERCUS ELLIPSOIDALIS2 1/2" CAL.60'50'M-HBALLED & BURLAPPED,MATCHINGASLAMERICAN SENTRY LINDENTILIA AMERICANA'MCKSENTRY'2 1/2" CAL.45'30'M-HBALLED & BURLAPPED,MATCHINGSWOSWAMP WHITE OAKQUERCUS BICOLOR2 1/2" CAL.M-HBALLED & BURLAPPED,MATCHINGGSP16GREENSPIRE LITTLELEAFLINDENTILIA CORDATA'GREENSPIRE'2 1/2" CAL.60'50'M-HBALLED & BURLAPPED,MATCHINGCTECATHEDRAL ELMULMUS x 'CATHEDRAL'2 1/2" CAL.50'50'M-HBALLED & BURLAPPED,MATCHINGNAHNORTHERN ACCLAIMHONEYLOCUSTGLEDITSIA TRIACANTHOS VAR. INERMIS'HARVE'2 1/2" CAL.50'35'M-HBALLED & BURLAPPED,MATCHING60'50'2 1/2" CAL.2 1/2" CAL.2 1/2" CAL.MATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLMATCHING, CONT. FULLLANDSCAPE TABULATIONS:STREET PLANTINGS-GROUNDCOVER PLANTINGS ENCOURAGED IN RESIDENTIAL AREAS BETWEEN CURB AND PUBLIC SIDEWALKS-PLANT MATERIALS, FENCING, OR LANDSCAPE IMPROVEMENTS GREATER THAN 18" IN HEIGHT SHOULD NOT BE PERMITTEDWITHIN SIGHT LINES FOR ANY INTERSECTION.-ARTIFICIAL PLANT MATERIALS MAY NOT BE USED.-SCREEN DEVELOPMENT AND TRAILS FROM WILDLIFE CORRIDORSENERGY CONSERVATION & SUSTAINABILITY-UTILIZE NATIVE OR NATURALIZED PLANTS APPROPRIATE FOR HARDINESS ZONE.-IRRIGATION SHALL BE PROVIDED THAT CONSERVES WATER, YET PROMOTES PLANT GROWTH.--UTILIZE DROP OR OTHER LOW-VOLUME SYSTEMS CONTROLLED BY AUTOMATIC COMPUTERIZED CLOCKS, LINKED TORAIN AND MOISTURE SENSORS.--SPRAY HEADS MUST AVOID OVER-SPRAY TO NON-PERVIOUS AREAS INCLUDING SIDEWALKS, DRIVEWAYS, PARKINGAREAS AND STREETS.LANDSCAPE GUIDELINES-PROMOTE AN INDIGENOUS LANDSCAPE IMAGE, UTILIZING NATIVE LANDSCAPE MATERIALS-USE OF GRAVEL, ROCK, CRUSHED STONE, OR MULCHES MUST BE LIMITED TO AREAS BELOW SHRUB MASSES.-PLANT MATERIALS SHALL MEET MINIMUM STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMENDECIDUOUS SHADE TREEDECIDUOUS ORNAMENTALCONIFEROUS EVERGREENSHRUBSGROUNDCOVERNATIVE GRASSTURF2.5" CAL2.5" CAL8' TALL# 5 CONT4" POTSSEEDSODMINIMUM PLANTING STANDARDS:1. OVERSTORY TREES; MINIMUM PLANTING SIZE:A.DECIDUOUS TREES: 2.0-2.5 INCHES AS MEASURED SIX INCHES (6")ABOVEGROUND.B.CONIFEROUS TREES: SIX FEET (6') IN HEIGHT.2. FOUNDATION PLANTINGS; MINIMUM PLANTING SIZE: CONIFEROUS ANDDECIDUOUS SHRUBS SHALL BE PLANTED A MINIMUM OF ONE-THIRD (1/3) THEMATURE SPREAD AND HEIGHT OF TYPICAL GROWTH HABITS.3. PLANTING MATERIALS: ALL PLANTING MATERIALS USED IN SITEDEVELOPMENTS SHALL BE INDIGENOUS TO THE APPROPRIATE HARDINESS ZONEAND PHYSICAL CHARACTERISTICS OF THE SITE.4. BOULEVARD TREES: ALL BOULEVARD TREES PROPOSED TO SATISFY THEMINIMUM REQUIREMENTS SHALL BE LONG LIVED HARDWOOD SPECIES ANDGUARANTEED FOR NO LESS THAN ONE FULL GROWING SEASON FROMCOMPLETION OF SITE PLANTING.5. PERCENTAGE OF DECIDUOUS TREES: IN MEETING THE OVERSTORY TREEREQUIREMENTS AT LEAST SEVENTY FIVE PERCENT (75%) OF THE TOTAL STOCKSHALL BE DECIDUOUS TREES. ALL BOULEVARD TREES SHALL BE OF SHADE ORFLOWERING TREE TYPES.6. SHADE TREES: WHEN ENTIRE STREETS OR BLOCKS ARE PROPOSED FORDEVELOPMENT, SHADE TREE SPECIES MUST BE DIVERSIFIED SO AS EACH SIDEOF A CITY BLOCK WOULD CONTAIN AT LEAST THREE (3) DIFFERENT VARIETIES OFTREE GENERA WITH AT LEAST TWO (2) DIFFERENT SPECIES (IF SAME GENUSUSED MORE THAN ONCE).7. MATERIALS IN HEALTHY CONDITION: ALL PLANTING MATERIALS SHALL BEDISEASE FREE AND ABLE TO SURVIVE IN ASSIGNED LOCATIONS IN A HEALTHYCONDITION WITH THE BENEFIT OF ONLY MINOR MAINTENANCE.8. STANDARDS: ALL STOCK TO BE PLANTED (SHADE AND FLOWERING TREES,DECIDUOUS SHRUBS, CONIFEROUS EVERGREENS, BROAD LEAF EVERGREENS,ROSES, VINES AND GROUND COVERS AND FRUIT TREES) MUST FOLLOW THESTANDARDS SET FORTH BY THE "AMERICAN STANDARDS FOR NURSERY STOCK"AS ADOPTED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.9. GRADE: FINAL GRADES IN ALL DEVELOPMENTS SHALL NOT EXCEED ATHREE TO ONE (3:1) RATIO UNLESS PLANS FOR RETAINING WALLS, TERRACES ORSIMILAR CONTROLS HAVE BEEN APPROVED BY THE CITY.10. SCREENING: WHERE NATURAL MATERIALS SUCH AS TREES OR HEDGESARE APPROVED IN LIEU OF REQUIRED SCREENING BY MEANS OF WALLS ORFENCES, THE DENSITY AND SPECIES OF SUCH PLANTINGS SHALL BE SUCH TOACHIEVE NINETY PERCENT (90%) OPACITY YEAR ROUND. CONIFERS USED FORSCREENING MUST MEET OVERSTORY PLANTING REQUIREMENTS.11. CREDIT FOR EXISTING TREES: CREDIT FOR THE RETENTION OF EXISTINGTREES WHICH ARE OF ACCEPTABLE SPECIES, SIZE AND LOCATION MAY BE GIVENTO SATISFY THE MINIMUM NUMBER OF REQUIREMENTS SET FORTH IN THISCHAPTER. (ORD. B, 9-19-1989)12. EXCEPTION: THE REQUIRED PLANTINGS MAY BE WAIVED BY THE CITYCOUNCIL UPON ISSUANCE OF AN INTERIM USE PERMIT (IUP) FOR TEMPORARYBUILDINGS IN THE GENERAL INDUSTRIAL DISTRICT. (ORD. B-144, 11-19-2004)A.SPECIAL PLANTING CONDITIONS: PLANT MATERIALS WITHIN LANDSCAPE SHALL BE COMPATIBLE WITH PLANNED SITE USE. AS A RESULT, TREES AND SHRUBS (EXCEPT LOW CREEPING SHRUBS) SHALL NOT BE PLANTED:·UNDER EXISTING OR PLANNED UTILITY LINES WHEN THE MATURE HEIGHTAND SPREAD OF THE PLANTING MAY CONFLICT WITH UTILITY LINES.·OVER EXISTING OR PLANNED UTILITY LINES SO THAT UPON PLANTMATURITY THE ROOT SYSTEM CONFLICTS WITH THE UTILITY LINES.·SO THAT UPON MATURE HEIGHT AND WIDTH OF PLANT GROWTH ITS FORMCONFLICTS WITH LOCAL VEHICULAR OR PEDESTRIAN TRAFFIC.·SO THAT UPON MATURE HEIGHT AND WIDTH OF THE PLANT ITS GROWTHHABITS WOULD CONFLICT WITH ANY PUBLIC SERVICE OR SAFETY DEVICESUCH AS STOP SIGNS, TRAFFIC LIGHTS, STREETLIGHTS, ETC.·ANY CLOSER THAN FIFTEEN FEET (15') FROM ANY FIREPLUG.·ANY CLOSER THAN THIRTY FEET (30') FROM ANY INTERSECTION,MEASURED BACK FROM CURB LINE. (ORD. B, 9-19-1989)E. TREE PRESERVATION:1. FINDINGS AND PURPOSE STATEMENT: THE CITY COUNCIL FINDS IT IS INTHE BEST INTEREST OF THE CITY TO PROTECT, PRESERVE, AND ENHANCE THENATURAL ENVIRONMENT OF THE COMMUNITY AND TO ENCOURAGE ARESOURCEFUL AND PRUDENT APPROACH TO THE DEVELOPMENT ANDALTERATION OF WOODED AREAS. IN THE INTEREST OF ACHIEVING THESEOBJECTIVES, THE CITY HAS ESTABLISHED THE COMPREHENSIVE TREEPRESERVATION REGULATIONS HEREIN TO PROMOTE THE FURTHERANCE OF THEFOLLOWING:a.PROTECTION AND PRESERVATION OF THE ENVIRONMENT AND NATURALBEAUTY OF THE CITY;b.ASSURANCE OF ORDERLY DEVELOPMENT WITHIN WOODED AREAS TOMINIMIZE TREE AND HABITAT LOSS;c.EVALUATION OF THE IMPACTS TO TREES AND WOODED AREAS RESULTINGFROM DEVELOPMENT;d.ESTABLISHMENT OF MINIMAL STANDARDS FOR TREE PRESERVATION ANDTHE MITIGATION OF ENVIRONMENTAL IMPACTS RESULTING FROM TREEREMOVAL;e.PROVISION OF INCENTIVES FOR CREATIVE LAND USE ANDENVIRONMENTALLY COMPATIBLE SITE DESIGN WHICH PRESERVES TREESAND MINIMIZES TREE REMOVAL AND CLEAR CUTTING DURINGDEVELOPMENT; ANDf.ENFORCEMENT OF TREE PRESERVATION STANDARDS TO PROMOTE ANDPROTECT THE PUBLIC HEALTH, SAFETY AND WELFARE OF THE COMMUNITY.CITY OF ROSEMOUNT 11-6-3 LANDSCAPE REQUIREMENTSR-3 ZONING ORDINANCESREQUIRED: 1 TREE PER OPEN SPACE UNIT EXPOSURE (ASSUMED ONE TREE PER RESIDENCE)RESIDENCES: 250 / PROVIDED: 250 TOTAL TREESFOUNDATIONAL PLANTINGSREQUIRED: 1 FOUNDATIONAL PLANTING PER 10 LINEAR FEET OF BUILDING PERIMETERMINIMUM PLANTING SIZE: CONIFEROUS AND DECIDUOUS SHRUBS SHALL BE PLANTED A MINIMUM OF ONE-THIRD (1/3) THE MATURE SPREAD AND HEIGHT OF TYPICAL GROWTH HABITS.BUILDING PERIMETER: (~480 LN FT EACH) / CLUBHOUSE: 370 LN FT ACCESSORY: 210 LN FTTOTAL PERIMETER: 12,580 LN FT TOTALREQUIRED (12,580 LN FT TOTAL BUILDING PERIMETER): 1,258 PLANTINGSPROVIDED: 1,280 SHRUBS / 20 GRASSES / 0 PERENNIALSSHADE TREESREQUIRED: WHEN ENTIRE STREETS OR BLOCKS ARE PROPOSED FOR DEVELOPMENT, SHADE TREE SPECIES MUST BE DIVERSIFIED SO AS EACH SIDE OF A CITY BLOCK WOULD CONTAIN AT LEAST THREE (3) DIFFERENT VARIETIES OF TREE GENERA WITH AT LEAST TWO (2) DIFFERENT SPECIES (IF SAME GENUS USED MORE THAN ONCE).SCREENINGREQUIRED: WHERE NATURAL MATERIALS SUCH AS TREES OR HEDGES ARE APPROVED IN LIEU OF REQUIRED SCREENING BY MEANS OF WALLS ORFENCES, THE DENSITY AND SPECIES OF SUCH PLANTINGS SHALL BE SUCH TO ACHIEVE NINETY PERCENT (90%) OPACITY YEAR ROUND. CONIFERS USED FOR SCREENING MUST MEET OVERSTORY PLANTINGREQUIREMENTS.PROVIDED: N/ACREDIT FOR EXISTING TREESREQUIRED: CREDIT FOR THE RETENTION OF EXISTING TREES WHICH ARE OF ACCEPTABLE SPECIES, SIZE AND LOCATION MAY BE GIVEN TO SATISFYTHE MINIMUM NUMBER OF REQUIREMENTS SET FORTH IN THIS CHAPTER. (ORD. B, 9-19-1989)PROVIDED: NO EXISTING ON-SITE TREES TO BE PRESERVED; SITE PREVIOUSLYUSED AS AG / FARM LAND; MINIMAL TREES ARE CURRENTLY ON-SITE.141515141415151413282326UMORE PARK DESIGN GUIDELINES:SUBTOTAL58 1L-5.0NTSSECTIONFRUIT TREE PLANTINGNOTES:1.ALL TREES ARE TO BE NURSERYGROWN. ALL TREES TO BE BARE ROOTAS SPECIFIED IN SCHEDULE.2.INSTALL BARE PLANT ROOTS ON TOP OFSOIL CONE.3.ROOT CROWN SHALL BE 1" ABOVEFINISHED GRADE.4.SET TREE IN VERTICAL POSITION PRIORTO STAKING.5.DO NOT OVER TIGHTEN ARBOR TIES.6.ALL STAKING TO BE REMOVED AFTERONE YEAR.7.REMOVE EXCESS SOIL FROM SITE ANDDISPOSE OF IN A LEGAL MANNER.8.RESEED UNMULCHED, DISTURBEDAREAS.9.DO NOT COVER ROOT CROWN WITHMULCH.DEEPROOT ARBORTIEDO NOT OVER TIGHTEN,ALLOW TRUNK TO SWAYAPPROX. 1" EITHER SIDEROOT CROWN TO BE AT OR1" ABOVE FINISH GRADEREMOVE EXCESS SOIL FROM ROOT CROWNDO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUMSOIL BERM8' STEEL TEE POSTS, 2 PER TREERAISE PIT BOTTOM TO SET ROOTCROWN AT THE CORRECT HEIGHT.FIRM SOIL UNDER TREE ROOTSAPPROX. 18"PLANTING MIX. AMENDOR REPLACE NATIVESOIL TO ACHIEVE AFRIABLE LOAM MIX.AMEND WITH LEAFMOLD, SAND, GRASSCLIPPINGS, OR OTHERAMENDMENTS FROMSOIL AMENDMENTSDETAIL, THIS SET.EXISTING GRADE3" LAYER OFDOUBLE SHREDDEDHARDWOOD MULCH6"MIN.PLAN8' STEEL TEE POSTSDEEPROOT ARBORTIESAUCER BERMPREPARED PLANTING MIXMIN. LIMIT OF MULCHLIMIT OF PLANTING HOLENTSSECTIONEVERGREEN TREE PLANTINGNOTES:1.ALL TREES ARE TO BE NURSERYGROWN. ALL TREES TO BE BALL ANDBURLAP (B&B) OR CONTAINER GROWNAS SPECIFIED IN SCHEDULE.2.COMPLETELY REMOVE ALL TREATED ORPLASTIC-COATED BURLAP, CONTAINERS,STRAPPING WIRE, OR NYLON TWINEFROM ROOTBALL PRIOR TO PLANTING.3.INSTALL TOP OF PLANT BALL EVEN WITHOR 1" ABOVE EXISTING GRADE.4.SOAK ROOT BALL AND PLANT PITIMMEDIATELY AFTER INSTALLATION.5.SET TREE IN VERTICAL POSITION PRIORTO STAKING.6.ALL STAKING TO BE REMOVED AFTERONE YEAR.7.REMOVE EXCESS SOIL FROM SITE ANDDISPOSE OF IN A LEGAL MANNER.8.RESEED UNMULCHED, DISTURBEDAREAS.9.DO NOT COVER ROOT CROWN.6" MIN.PLANDEEPROOT ARBORTIESAUCER BERMPREPARED PLANTING MIXLIMIT OF ROOT BALLMIN. LIMIT OF MULCHLIMIT OF PLANTING HOLEDEEPROOT ARBORTIEROOT CROWN TO BE AT OR1" ABOVE FINISH GRADEREMOVE EXCESS SOIL FROM ROOT CROWNDO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUMSOIL BERM OUTSIDE OF ROOTBALL8' STEEL TEE POST.LOCATE ON SIDE OF PREVAILING WIND.3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCHSOIL AMENDMENTSREFER TO DETAIL AND NOTESREMOVE TOP 1/3 OF BURLAP AND ANY NAILS/PINS, ETC.REMOVE TOP 1/3 OF WIRE BASKET WHERE PRESENTRAISE PIT BOTTOM TO SET ROOTCROWN AT THE CORRECT HEIGHT.FIRM SOIL UNDER ROOT BALL.ROOTBALL DIA.12"8' STEEL TEE POSTSPREVA I L INGWIND2L-5.045°3" MIN.5'-7"4X ROOT BALL DIALIMITS OF DISTURBANCENOTES:1.ALL TREES ARE TO BE NURSERYGROWN. ALL TREES TO BE BALL ANDBURLAP (B&B) OR CONTAINER GROWNAS SPECIFIED IN SCHEDULE.2.COMPLETELY REMOVE ALL TREATED ORPLASTIC-COATED BURLAP,CONTAINERS, STRAPPING WIRE, ORNYLON TWINE FROM ROOTBALL PRIORTO PLANTING.3.INSTALL TOP OF PLANT BALL EVEN WITHOR 1" ABOVE EXISTING GRADE.4.SOAK ROOT BALL AND PLANT PITIMMEDIATELY AFTER INSTALLATION.5.SET TREE IN VERTICAL POSITION PRIORTO STAKING.6.ALL STAKING TO BE REMOVED AFTERONE YEAR.7.REMOVE EXCESS SOIL FROM SITE ANDDISPOSE OF IN A LEGAL MANNER.8.RESEED UNMULCHED, DISTURBEDAREAS.9.DO NOT COVER ROOT CROWN.NTSSECTIONTREE PLANTING ON SLOPE8' STEEL TEE POSTS, 3 PER TREEDEEPROOT ARBORTIE3" LAYER OF DOUBLE SHREDDED HARDWOOD MULCHSOIL AMENDMENTS, REFER TO DETAIL AND NOTESROOT CROWN TO BE AT OR 1" ABOVE FINISH GRADE REMOVE EXCESSSOIL FROM ROOT CROWN DO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUM SOIL BERM OUTSIDE OF ROOTBALLCOMPACTED MOUND TO PREVENT TREE SETTLING (6" MIN HEIGHT)EXISTING GRADE3:1 MAXIMUM GRASSED SLOPE3L-5.0NTSSECTIONTREE PIT SUMPTREE PLANTING,TYP., REFER TODETAILS THIS SHEET4-INCH PERFORATED PIPE FORPUMP AND INSPECTION, WRAPWITH SOIL SEPARATORFABRIC AND DAYLIGHT ATFINISHED GRADEONE-FOOT DEEP SUMPTRENCH FILLED WITH 3/4"WASHED GRAVELSOIL SEPARATOR FABRIC5L-5.0NTSSECTIONROOT BARRIER2'-0"FINISH GRADE3" LAYER OF DOUBLEDHAMMERED HARDWOODMULCHNOTES:1.TREES / TREE WELLS SHALL NOTCONFLICT WITH EXISTING OR PROPOSEDWATER OR WASTEWATER LINES ORAPPURTENANCES AND SHALL NOT BEINSTALLED WITHIN A MINIMUMHORIZONTAL DISTANCE OF FOUR FEET (4')FROM THE OUTSIDE EDGE OF ANY PUBLICOR PRIVATE UTILITY LINE ORAPPURTENANCE TO THE OUTSIDE EDGEOF THE TREE.2.ALL TREES INSTALLED WITHIN AHORIZONTAL SEPARATION DISTANCE OFEIGHT FEET (8') MAXIMUM TO FOUR FEET(4') MINIMUM FROM EXISTING ORPROPOSED WATER OR WASTEWATERAPPURTENANCES, SHALL INCLUDE DEEPROOT UB 36-2 ROOT BARRIER, ORAPPROVED EQUAL, TO BE INSTALLEDVERTICALLY, 36" FROM FINISHED GRADE, 2'FROM THE OUTER DIAMETER OF THEUTILITY PIPE / APPURTENANCE, AND 6' TO2' FROM THE OUTSIDE EDGE OF THE TREE.ORNAMENTAL SIZETREES, REFER TOPLANTING PLAN2'-0"DEEP ROOT (TM) ROOT BARRIER UB 36-2 VERTICALRIBS ON BARRIER MUST FACE TREE.EXISTING OR PROPOSED UTILITY4'-0" MIN.REFER TO SITE PLAN FOR ADJACENT PAVINGEXISTING SUBGRADE3'-0"4L-5.0PLANTING NOTES:1.ALL QUANTITIES L ISTED IN THE DRAWINGS ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIB IL ITY TO VERIFYALL QUANTITIES AND TO PROVIDE ALL MATERIALS NECESSARY FOR FULL COVERAGE IN ALL PLANT ING AREAS AS SPECIFIED ONTHE DRAW INGS. ANY D ISCREPANCY SHOULD BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTAT IVE (O .A.R.) ORLANDSCAPE ARCHITECT PRIOR BIDDING.2.THIS PLAN IS FOR PLANTING LOCATIONS ONLY AND ALL PLANT MATERIAL SHALL BE SPACED AND LOCATED PER PLAN.HOWEVER, CONTRACTOR SHALL SLIGHTLY ADJUST PLANT LOCATIONS IN THE F IELD AS NECESSARY TO BE CLEAR OF DRAINAGESWALES AND UTILITIES. IF FOUND CONDITIONS VARY FROM THIS PLAN, CONTRACTOR TO CONTACT O.A.R. OR LANDSCAPEARCHITECT FOR RESOLUT ION. FAILURE TO DO SO WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE AND/OR REPLACEPLANT MATERIALS .3.ALL PLANTS SHOULD BE IN ACCORDANCE WITH ANSI Z60.1 -2014, AMERICAN STANDARD FOR NURSERY STOCK PUBL ICATION,APPROVED APRIL 14, 2014.4.CALIPER SIZE OF CANOPY TREES ARE TO BE MEASURED PER ROSEMOUNT CITY CODE.5.ALL PLANT MATERIAL SHALL CONFORM TO THE S IZE SPECIFICATIONS (CALIPER, HEIGHT AND SPREAD) G IVEN IN THE PLANTSCHEDULE AND SHALL BE NURSERY GROWN UNLESS SPECIFIED OTHERWISE. FAILURE TO MEET MINIMUM SIZE ON ANY PLANTWILL RESULT IN REJECT ION OF THAT PLANT.6.ANY PLANT SUBSTITUTION SHALL BE APPROVED BY O.A.R . AND/OR LANDSCAPE ARCHITECT PR IOR TO PURCHASE.SUBSTITUTIONS OF PLANT MATERIAL ARE TO BE REQUESTED IN WRITING TO THE LANDSCAPE ARCHITECT AND APPROVED INWRITING BY THE OWNER'S AUTHORIZED AGENT PRIOR TO PURCHASE AND INSTALLATION . FAILURE TO OBTAIN SUBST ITUTIONAPPROVAL IN WRITING MAY RESULT IN LIABILITY TO THE CONTRACTOR7.SIZES L ISTED ARE MIN. AND REFER TO HEIGHT, UNLESS OTHERWISE SPECIFIED.8.LANDSCAPE CONTRACTOR SHALL STAKE OUT LOCATIONS OF ALL TREES TO BE PLANTED FOR REVIEW BY OWNER'SAUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT PRIOR TO INSTALLING. O .A.R. AND/OR LANDSCAPE ARCH ITECTRESERVES THE RIGHT TO ADJUST TREE LOCAT IONS IN THE FIELD AS NECESSARY.9.SHRUB/GROUNDCOVER BEDS SHALL BE STAKED FOR REVIEW BY O.A.R. AND/OR LANDSCAPE ARCHITECT PR IOR TOEXCAVATION AND OR BED PREPARATION.10.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. PIPES,STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL.11.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE O .A.R. AND/OR LANDSCAPE ARCH ITECT OF ANY CONDITION FOUNDON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THE DRAWINGS .12.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TOACCOMPLISH ALL PLANTING OPERATIONS.13.ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT OFSAME VARIETY AND SIZE IF DAMAGED, DESTROYED, DEAD AND /OR REMOVED.14.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBR IS PRIOR TO PLANTING IN ALLAREAS.15.FINAL FINISHED GRADING SHALL BE REVIEWED BY O .A.R. AND/OR LANDSCAPE ARCH ITECT. CONTRACTOR IS RESPONSIBLE FORANY ADDITIONAL TOPSOIL REQU IRED TO CREATE A SMOOTH CONDITION SUITABLE FOR PLANT ING.16.TREES OVERHANGING INTO THE PUBL IC R.O .W. SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF FOURTEEN(14) FEET OVERSTREETS, DRIVE A ISLES, ALLEYS AND FIRE LANES. TREES OVERHANG ING PR IVATE STREETS, WALKS, AND /OR PARKING LOTSSHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF SEVEN (7) FEET.17.LANDSCAPE CONTRACTOR IS REQUIRED TO PERFORM A TREE PIT PERCOLATION TEST FOR EACH TREE P IT PRIOR TO INSTALLATION. IF TREE PIT DOES NOT DRA IN W ITHIN A 24-HOUR PER IOD, THE CONTRACTOR W ILL BE REQUIRED TO PROVIDE AGRAVEL SUMP, FILTER FABRIC AND STAND PIPE. ALL TREE PIT SUMPS SHALL BE INCLUDED IN IN THE CONTRACTOR'S BASE B IDAS A UNIT PRICE AND PROV IDE AS A DEDUCT ALTERNATE PER TREE PIT SUMPS NOT REQUIRED TO BE INSTALLED .18.LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REVIEW SITE ENVIRONMENTAL CONDIT IONS PR IOR TO AND DUR ING INSTALLATION OF PLANT MATERIAL. ANY DISCREPANCIES OR CONCERNS BETWEEN THE ENVIRONMENTAL SITE CONDIT IONS(I.E., SOIL TYPE, WATER, CLIMATE , W IND, SUN EXPOSURE ETC.) AND THE PLANT MATERIAL SPECIFIED WITH IN THE DRAWINGSHALL BE BROUGHT TO THE ATTENTION OF O .A.R. AND/OR LANDSCAPE ARCH ITECT, AND SHALL BE DONE SO IN WRITING.CONTRACTOR SHALL PROVIDE SUGGESTED SOLUTIONS FOR ALTERNATIVE PLANT MATERIAL PROPOSED FOR SUBSTITUTION .THE GARRETT COMPANIES TO REVIEW CONDITIONS AND INFORMATION SUBMITTED BY CONTRACTOR AND WILL ISSUEDIRECTIVE. SHOULD PLANT MATERIAL D IE BECAUSE OF ENVIRONMENTAL CONDITIONS DESCRIBED ABOVE, THE LANDSCAPECONTRACTOR ASSUMES ALL WARRANTY AND GUARANTEE OF THE PLANT MATERIAL INSTALLED.19.ALL NEW PLANT ING AREAS SHALL HAVE A SOIL COMPOSITION CONSISTENT WITH SANDY LOAM TO LOAM SOIL PROPERTIES ANDACIDITY RANGE OF PH 5.5 TO 7.0. CONTRACTOR TO PROVIDE A SOIL TEST OF THE EXISTING SOIL AND E ITHER FULLY REPLACEOR AMEND THE EXISTING SOIL TO ACHIEVE THE SANDY LOAM TO LOAM SO IL PROPERTIES. CONTRACTOR TO SUBMIT SO IL TESTRESULTS TO O.A.R. AND/OR LANDSCAPE ARCHITECT FOR REVIEW . CONTRACTOR SHALL PROV IDE A SOIL AMENDMENT PLAN TOACHIEVE THE SOIL COMPOS IT ION DESCRIBED ABOVE.20.SOIL AMENDMENTS SHALL BE SELECTED FROM THE SOIL AMENDMENTS PROVIDED IN THE PLANTING DETAILS.21.AMENDED SOIL SHALL HAVE UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE OF EXIST ING SUBSOIL. IT SHALL BE FREEOF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, ST ICKS, AND OTHER EXTRANEOUS MATTER. IT SHALL CONTAIN NOMAN-MADE MATERIALS UNLESS OTHERWISE SPECIFIED. AMENDED SOIL SHALL NOT BE USED WHILE IN A FROZEN OR MUDDYCONDITION.22.ALL NEW PLANT ING AREAS, AMENDED SOILS SHALL BE TO A DEPTH OF 12"-18" FOR SHRUB AND GROUNDCOVER ZONES AND24"-36" FOR TREE PITS.23.AFTER PLANTING SOIL M IXES ARE INSTALLED IN PLANTING BED AREAS AND JUST PRIOR TO THE INSTALLATION OF SHRUB ORGROUNDCOVER PLANTINGS, SPREAD 3-4 INCHES OF COMPOST OVER THE BEDS AND ROTO TILL INTO THE TOP 8 INCHES OF THEPLANTING SOIL. THIS WILL RAISE GRADES SL IGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLEWITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN .24.IN ALL EXISTING PLANT ING AREAS DESIGNATED TO RECE IVE NEW PLANTINGS , SPREAD 3-4 INCHES OF COMPOST OVER THEBEDS AND ROTO TILL INTO THE TOP 8 INCHES OF THE PLANT ING SO IL . THIS WILL RAISE THE GRADES SL IGHTLY ABOVE THEFINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE W ITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKSDOWN. IN NO CASE W ILL TH IS BE PERFORMED WHERE IT MAY NEGATIVELY IMPACT THE HEALTH OF ADJACENT, EXISTING PLANTMATERIALS WHICH ARE DESIGNATED TO REMAIN.25.LANDSCAPE CONTRACTOR TO WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR AGREES TOREPLACE DEFECTIVE WORK AND DEFECTIVE PLANTS, AND THAT THE OWNER'S REPRESENTATIVE SHALL MAKE THE FINALDETERMINATION IF PLANTS MEET THE REQUIRED SPECIFICAT IONS OR THAT PLANTS ARE DEFECT IVE. PLANTS DETERMINED TOBE DEFECTIVE SHALL BE REMOVED IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE AND REPLACEDWITHOUT COST TO THE OWNER, AS SOON AS WEATHER COND IT IONS PERMIT AND WITH IN THE SPEC IF IED PLANTING PERIOD .THE REPLACED MATERIALS SHALL ALSO RECE IVE A WARRANTY PER IOD OF ONE YEAR WHICH STARTS AT THE DATE OF INSTALLATION. BULBS, ANNUAL FLOWERS, AND SEASONAL COLOR PLANTS SHALL ONLY BE WARRANTED FOR THE PERIOD OFTHE EXPECTED BLOOM OR PRIMARY DISPLAY.IRRIGATION NOTES:1.A FULLY AUTOMATED IRRIGATION SYSTEM PROVIDING 100% COVERAGE SHALL BE PROV IDED FOR ALL PLANT ING AREAS ,UNLESS NOTED OTHERWISE. SYSTEM SHALL BE IN OPERAT ION PR IOR TO INSTALLATION OF ANY PLANT MATERIAL OTHER THANCANOPY TREES.2.ALL PLANTING BEDS/ SHRUB AND GROUNDCOVER AREAS TO BE IRR IGATED WITH EITHER 12" SPRAY POP-UPS AND /OR ALANDSCAPE DRIP-LINE SYSTEM , UNLESS NOTED OTHERW ISE.3.ALL PLANTER POTS AND RAISED PLANTERS TO BE IRRIGATED WITH MICRO SPRAY SPR INKLER HEADS .4.CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF IRRIGATION SYSTEM AFTER INSTALLATION. ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L5.0LANDSCAPE DETAILS & NOTES NOTES:1.CONTRACTOR TO INSTALL STEEL EDGING PERMANUFACTURER'S DETAILS AND SPECIFICATIONS.DECOMPOSED GRANITE AT DOG YARDSTURF AREA95% COMPACTED SUBGRADE1/8" THICK x 6" HIGH STEEL LANDSCAPE EDGING,BLACK12" TAPERED STAKES, GREENPRO-STEEL, INC. (1-800-542-4518)METAL LANDSCAPE EDGING (H-20)SECTIONNTSDOG YARD FENCEABOVENTSSECTION AND PLANMULTI-TRUNK TREE6"MIN.PLAN8' STEEL TEE POSTSDEEPROOT ARBORTIESAUCER BERMPREPARED PLANTING MIXLIMIT OF ROOT BALLMIN. LIMIT OF MULCHNOTES:1.ALL TREES ARE TO BE NURSERY GROWN. ALLTREES TO BE BALL AND BURLAP (B&B) ORCONTAINER GROWN AS SPECIFIED IN SCHEDULE.2.COMPLETELY REMOVE ALL TREATED ORPLASTIC-COATED BURLAP, CONTAINERS,STRAPPING WIRE, OR NYLON TWINE FROMROOTBALL PRIOR TO PLANTING.3.INSTALL TOP OF PLANT BALL EVEN WITH OR 1"ABOVE EXISTING GRADE.4.SOAK ROOT BALL AND PLANT PIT IMMEDIATELYAFTER INSTALLATION.5.SET TREE IN VERTICAL POSITION PRIOR TOSTAKING.6.ALL STAKING TO BE REMOVED AFTER ONE YEAR.7.REMOVE EXCESS SOIL FROM SITE AND DISPOSEOF IN A LEGAL MANNER.8.RESEED UNMULCHED, DISTURBED AREAS.9.DO NOT COVER ROOT CROWN.LIMIT OF PLANTING HOLEROOTBALL DIA.12"DEEPROOT ARBORTIEROOT CROWN TO BE AT OR1" ABOVE FINISH GRADEREMOVE EXCESS SOIL FROM ROOT CROWNDO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUMSOIL BERM OUTSIDE OF ROOTBALL8' STEEL TEE POSTS, 3 PER TREEREMOVE TOP 1/3 OF BURLAP AND ANYNAILS/PINS, ETC. REMOVE TOP 1/3 OF WIREBASKET WHERE PRESENTRAISE PIT BOTTOM TO SET ROOTCROWN AT THE CORRECT HEIGHT.FIRM SOIL UNDER ROOT BALL.SOIL AMENDMENTSREFER TO DETAIL AND NOTESFINISH GRADE3" LAYER OF DOUBLE SHREDDEDHARDWOOD MULCHNTSSECTIONTREE PLANTING16"21"MIN. ROOT BALL DEPTHMAX. HEIGHT16'18'CALIPERHEIGHT (RANGE)12-14'14-16'2"3"24"MIN. ROOT BALL DIA.32"FOR EXAMPLE:ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)NOTES:1.ALL TREES ARE TO BE NURSERY GROWN. ALL TREES TOBE BALL AND BURLAP (B&B) OR CONTAINER GROWN ASSPECIFIED IN SCHEDULE.2.COMPLETELY REMOVE ALL TREATED ORPLASTIC-COATED BURLAP, CONTAINERS, STRAPPINGWIRE, OR NYLON TWINE FROM ROOTBALL PRIOR TOPLANTING.3.INSTALL TOP OF PLANT BALL EVEN WITH OR 1" ABOVEEXISTING GRADE.4.SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTERINSTALLATION.5.SET TREE IN VERTICAL POSITION PRIOR TO STAKING.6.ALL STAKING TO BE REMOVED AFTER ONE YEAR.7.REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN ALEGAL MANNER.8.RESEED UNMULCHED, DISTURBED AREAS.9.DO NOT COVER ROOT CROWN.DEEPROOT ARBORTIEROOT CROWN TO BE AT OR1" ABOVE FINISH GRADEREMOVE EXCESS SOIL FROM ROOT CROWNDO NOT COVER ROOT CROWN WITH MULCH4" HIGH / 6" WIDE MAXIMUMSOIL BERM OUTSIDE OF ROOTBALL8' STEEL TEE POSTS, 3 PER TREEREMOVE TOP 1/3 OF BURLAPAND ANY NAILS/PINS, ETC.REMOVE TOP 1/3 OF WIREBASKET WHERE PRESENTRAISE PIT BOTTOM TO SET ROOTCROWN AT THE CORRECT HEIGHT.FIRM SOIL UNDER ROOT BALL.ROOTBALL DIA.12"SOIL AMENDMENTSREFER TO DETAILAND NOTESEXISTING GRADE3" LAYER OFDOUBLE SHREDDEDHARDWOOD MULCH6"MIN.PLAN8' STEEL TEE POSTSDEEPROOT ARBORTIESAUCER BERMPREPARED PLANTING MIXLIMIT OF ROOT BALLMIN. LIMIT OF MULCHLIMIT OF PLANTING HOLENTSPLAN AND SECTIONSHRUB PLANTING BEDSEE LANDSCAPE PLANSPACING VARIESTYP. STAGGARED ROWSBETWEEN ALL PLANTSPLANEDGE OF PLANTING BEDEQUAL SPACINGNOTES:1. SCARIFY ROOT MASS OF CONTAINERIZED PLANTMATERIAL.2. INSTALL CONTAINERIZED PLANTS AT FINISHEDGRADE.3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLEDAROUND EACH PLANT BALL.4. OMIT COLLAR AROUND EACH SHRUB WHENIRRIGATION SYSTEM IS PRESENT.5. SOAK EACH PLANT BALL AND PIT IMMEDIATELYAFTER INSTALLATION.TYPICAL BED CROWNINGTYPICAL PLANTING BED DETAIL10' (EX.)EXISTING GRADE10" (EX.)CROWN HEIGHT IN INCHESEQUALS WIDTH IN FEET TO12" MAX.FINAL GRADETYP. COLLARMIN. 2" HT.2" LAYER OF DARK BROWNDOUBLE SHREDDEDHARDWOOD MULCH4""V" TRENCHAROUND ENTIREPLANTING BED6" MIN.EDGE OFPLANTING BED12"-18"TAMP SOIL MIX UNDEREACH PLANT BALL TOMINIMIZE SETTLEMENTSOIL AMENDMENTSPLANTING BED FOR PERENNIALSSECTIONNTS2" DARK BROWN DOUBLE SHREDDEDHARDWOOD MULCHAMENDED SOILCOVER HARDWOOD MULCH BED EDGE WITH2"-4" OF SOIL (FINISH GRADE)FERTILIER AND CHEMICAL ADDITIVES 6"-8" DEPTHSLOPE BOTTOM OF ALL PREPARED BEDS 14" PER FOOT MINIMUMSUBGRADE2% SLOPE8" MIN.2"TO NATURAL LOW POINT.(AT THE ROOT ZONE)NTSPLAN AND SECTIONGROUND COVER PLANTING6" MIN.PLAN2" LAYER OF DOUBLED HAMMERED HARDWOOD MULCHSOIL AMENDMENTS AS SPECIFIEDFINISH GRADENOTES:1.LAYOUT PLANTS IN PREPARED BED AS SHOWN.2.SPACING AS SPECIFIED, PER SCHEDULE STAGGERED ROWS.MATERIALSA. TOPSOIL1.TOPSOIL SHALL HAVE A PH VALUE FROM 5.6 - 7.6 AND SHALL BE NATURAL FERTILE, (AGRICULTURAL SOIL, BROWN INCOLOR) UNIFORM FRIABLE LOAM WITHOUT ADMIXTURE OF SUBSOIL CONTAINING ORGANIC MATTER OF 5 PERCENT ORGREATER AND SHALL BE CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH.2.ALL TOPSOIL SHALL PASS A 1 INCH SCREEN AND 40 PERCENT SHALL PASS THE 100 MESH SCREEN. IT SHALL BE FREEOF ANY ADD-MIXTURE OF SUBSOIL, AND CONTAIN NO STONES, LUMPS, CLODS OF HARD EARTH, SLAG, CIDERS,STICKS, PLANTS OR THEIR ROOTS, TRASH OR OTHER EXTRANEOUS MATERIALS.3.TOPSOIL MUST ALSO BE FREE OF PLANT PARTS OF BERMUDA GRASS, QUACKGRASS, JOHNSONGRASS, NUTSEDGE,POISON IVY, CANADA THISTLE, OR ANY NOXIOUS WEEDS AND SHALL NOT BE CONTAMINATED WITH ANY SUBSTANCEKNOWN HARMFUL TO THE GROWTH OF PLANTS OR HUMANS.4.TOPSOIL SHALL NOT BE USED FOR PLANTING OPERATIONS WHILE IN A FROZEN OR MUDDY CONDITION.5.TOPSOIL SOURCES SHALL BE TESTED BY A RECOGNIZED LABORATORY AT THE EXPENSE OF THE CONTRACTOR FORPH, SOIL TEXTURE AND SOLUBLE SALTS. SALINITY SHALL NOT EXCEED 3 MILS PER CENTIMETER AT 25 DEGREES C ASDETERMINED BY SATURATED SOIL PASTE METHOD AS DESCRIBED IN USDA CIRCULAR #982. TEST RESULTS MUST BEPRESENTED IN WRITING TO THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO PLACEMENT OF TOPSOIL ON SITE.6.CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CONTROL OF NOXIOUS OR INVASIVE SPECIES INTRODUCED BYCONTAMINATED TOPSOIL.7.TOPSOIL THAT HAS BEEN STOCKPILED FOR A LONG PERIODS SHALL BE INOCULATED TO REESTABLISH ITS MICROBIALACTIVITY.B. MULCHSHALL BE FREE OF DEBRIS AND WOOD CHIPS. IT SHALL CONSIST OF AGED DOUBLE-SHREDDED HARDWOOD, FREE OFEXCESS TANNIC ACID OR OTHER MULCH AS SPECIFIED ON THE PLANS. A SAMPLE OF MULCH SHALL BE PROVIDED FOR THEGROUNDS SUPERINTENDENT'S APPROVAL PRIOR TO DELIVERING THE MULCH. THE OWNER'S AUTHORIZED AGENT AND/ORLANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MULCH WHICH IS CONSIDERED TO BE UNSUITABLE. ALLMULCHES SHALL BE FREE OF ANY FOREIGN MATERIALS, PIECES LARGER THAN 3 INCHES, AND/OR GREEN WOOD.C. DOLOMITE LIMESHALL BE FINELY GROUND OR PULVERIZED RAW, COMMERCIAL GRADE LIMESTONE MEETING ASTM C51 AND CONTAININGNOT LESS THAN 85 PERCENT TOTAL OF CALCIUM MAGNESIUM CARBONATE, FREE OF IMPURITIES, ALL OF WHICH SHALLPASS THROUGH A NUMBER 10 SIEVE AND ATLEAST 50 PERCENT SHALL PASS THROUGH A NUMBER 100 SIEVE.D. SANDSHALL BE CLEAN, WASHED, COARSE, MASONRY SAND, RIVER SAND, OR NUMBER 2 BUILDERS SAND MEETING ASTM C 33. AQUART SAMPLE OF THE PROPOSED SAND SHALL BE SUBMITTED FOR THE OWNER'S APPROVALE. SULFURSULFUR SHALL BE A COMMERCIALLY PRODUCED, GRANULAR PRODUCT OF PURE SULFURF. GYPSUMGYPSUM SHALL BE GROUND TO THE SIZE SPECIFIED ON THE PLANSG. TRACE ELEMENTSSHALL BE ADDED AS REQUIRED BY SOILS TEST .H. LEAF MOLD SHALL BE COMPOSTED LEAF MATERIAL, FREE OF NOXIOUS WEEDS AND DETRIMENTAL INSECTS.I. COMMERCIAL FERTILIZERTO MEET FED. SPECIFICATION O-F-241 TYPE 1 GRADE NOTED, LEVEL B. THE FERTILIZER SHALL BE GRANULAR UNLESSPACKETS, TABLETS, OR STAKES TO BE USED WITH MINIMUM OF 50 PERCENT OF TOTAL NITROGEN IN ORGANIC FORM WITHNO CYANAMID COMPOUNDS OR HYDRATED LIME MIXES TO BE ADDED OR FOUND IN THE FERTILIZER.J.OTHER ACCEPTABLE FERTILIZER FORMS:1.FOR TREES ANUTRI-PAK JRP INTN=L. INC. 17 FOREST AVENUE FOND DU LAC, WISCONSIN 549352.AJOBES, PLANT SPIKES - FOR TREES AND SHRUBS.3.ALAWN PRO OR SIMILAR APPROVED SLOW RELEASE FERTILIZER FOR LAWNS WITH THE FOLLOWING RATIO: 3 NITROGEN 1 PHOSPHORIC ACID 2 POTASH4.AHOLLY-TONE OR SIMILAR APPROVED WITH CHELATED IRON FOR EVERGREEN PLANTS.K.PEAT1.SHALL CONFORM TO FEDERAL SPECIFICATION Q-P-166C, PEAT MOSS; PEAT HUMUS; AND PEAT, REED-SEDGE.2.SHALL BE LOW IN WOODY MATERIAL AND FREE OF MINERAL OR OTHER MATERIAL HARMFUL TO PLANT LIFE.3.THE MIN. ORGANIC CONTENT TO BE APPROX. 90% WITH ACID REACTION FROM 4-5 PH, AND MOISTURE ABSORPTIVECAPACITY NOT LESS THAN 450 PERCENT.4.HUMUS TO BE SHREDDED, DRIED AND STERILIZED TO PASS 1/4 INCH SCREEN.5.MOSS SHALL BE PULVERIZED AND HORTICULTURAL GRADE SPHAGNUM MOSS FREE OF EXTRANEOUS OR HARMFULMATERIAL.6.TO BE FINELY MILLED BLACK MICHIGAN PEAT OR OTHER SIMILAR APPROVED.L.MANURE1.SHALL BE WELL-ROTTED HORSE OR COW (OR COMBINATION THEREOF) MANURE. NOT TO CONTAIN OVER 25% STRAWOR LITTER. IT SHALL BE FREE OF FRESH MANURE, SAWDUST, WOOD CHIPS, LEATHER CHIPS, TAN BARK, LONGSTRAW, SOFT HAY, STONES, FOREIGN INJURIOUS SUBSTANCES OR CHEMICALS USED TO HASTEN DECOMPOSITION.2.TO BE TWO YEARS OLD MAXIMUM, NINE MONTHS MINIMUM WITH MINIMUM OF THREE TURNINGS WITHIN THIS TIMEPERIOD.3.NO BURNED OR FIRE-FANGED MANURE WILL BE ACCEPTABLE.M.SOIL AMENDMENTSDIATOMACEOUS EARTH SOIL AMENDMENT CONSISTING OF SILICA, ALUMINA, IRON OXIDE AND SHALL HAVE 0.1 TO 1 MICRONPORE SIZE, WITH A MINIMUM OF 113 PERCENT WATER ABSORPTION, MAXIMUM 19 PERCENT LOSS SULPHATE SOUNDNESS,80 PERCENT TOTAL POROSITY. A TOTAL OF 54 PERCENT TO PASS 10 MESH SCREEN, 98 PERCENT TO PASS 80 MESHSCREEN.SOIL AMENDMENTSPLANT SPACING CHARTROWS"A"SPACING"D"SPACING "D"6" O.C.8" O.C.10" O.C.12" O.C.15" O.C.18" O.C.24" O.C.ROW "A"5 3/16" O.C.6 15/16" O.C.8 2/3" O.C.10 3/8" O.C.13" O.C.15 9/16" O.C.20 13/16" O.C.PLANTS / S.F.4.612.601.661.150.730.510.29NTSPLANTRIANGULAR SPACING FORSHRUBS & GROUND COVERS1L-6.02L-6.03L-6.04L-6.05L-6.06L-6.07L-6.08L-6.0ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422L6.0LANDSCAPE DETAILS ESCHELON AT AMBER FIELDS PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTALI hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed LandscapeArchitect under the laws of the State of Minnesota.Date:License. No.:06/30/2022Signature:Typed/Printed Name:Nicholas Allen Smith58422SIGNAGE PLAN1L7.0PLAN, SECTION & ELEVATIONMONUMENT SIGN - DOUBLE SIDEDSCALE VARIES4'-9"ALUMINUM SIGN BOARD:REVERSE PAN CHANNELWITH HALO ILLUMINATIONLOCATED ON BOTH SIDESOF WALL. NOTE: SIGNARTWORK TBD UPONPROJECT BRANDINGSTONE VENEER OVERSCRATCH COAT ANDMETAL LATH. STONETO MATCH BUILDING.2'-8"3"3"CMU BLOCK COLUMN,8 X 8 X 16, FILL VOIDSWITH GROUT SOLIDCAST STONE CAP,SECURE WITH SSHOOK EYE ANCHORS2'-4"CONCRETE FOOTING,REF. STRUCTURALREBAR. REINFORCEMENT,REF. STRUCTURAL7'-2"6'-8"2" (TYP)2" (TYP)CONCRETE FOOTING,REF. STRUCTURAL10'-8"CONCRETE GRADEBEAM, REF.STRUCTURALMONUMENT SIGNSECTION/ELEVATION6'-0"2" OVERHANG(ALL SIDES, TYP.)10'-4"2'-8"15'-8"MONUMENT SIGNPLANCAST STONE CAP(ABOVE, TYP.)ALUMINUM SIGN BOARD:REVERSE PAN CHANNELWITH HALO ILLUMINATIONON BOTH SIDES OF WALLFIBER CEMENTPANEL, BOARDAND BATTEN.PAINT TO MATCHBUILDINGSTONE VENEERCMU WALL& COLUMN2'-0"2'-0"1'-0"9'-0"1'-0"2'-0"11'-0"METAL COPING TO MATCHBUILDING. SLOPE 15°P.T. BLOCKING5/4" X 4" FIBERCEMENT TRIMALUMINUM SIGN BOARD:REVERSE PAN CHANNELWITH HALO ILLUMINATIONLOCATED ON BOTHSIDES OF WALL2'-6"11"1'-4"11"5'-8"6'-0"12" CMU BLOCK WALLFILL VOIDS WITH GROUTSOLIDREBAR REINFORCEMENT,REF. STRUCTURALMONUMENT SIGNSECTIONCONCRETE GRADE BEAM,REF. STRUCTURAL3/4" ELEC. CONDUITTO POWER SIGNS,REF. ELECTRICALSTONE VENEER OVERSCRATCH COAT ANDMETAL LATH. STONETO MATCH BUILDINGMETAL FLASHING5/4" X 4" FIBERCEMENT TRIMFIBER CEMENT PANELBOARD AND BATTEN.PAINTED TO MATCHBUILDINGFIBER CEMENT PANELBOARD AND BATTEN.PAINTED TO MATCHBUILDING11-5/8"SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"SCALE: 1" = 1'-0"ALUMINUM SIGN BOARD11-5/8"2'-4"1'-3 5/8"2'-6"9'-0"10"SIGN NOTES AND CALCULATIONS:1.SIGN LOCATION AND DIMENSIONS ARE TO BE IN ACCORDANCE WITH LAND DEVELOPMENT CODE,CHAPTER 8: SIGNS.2.SIGNS SHALL BE CONSIDERED AN "ACCESSORY STRUCTURE" AND MAY NOT ENCROACH ON PUBLICPROPERTY OR THE PUBLIC RIGHT OF WAY.3.SIGNS SHALL BE LOCATED AS TO NOT BLOCK SIGHT VISIBILITY ANGLES, AND SHALL NOT ENCROACHON ANY UTILITY OR DRAINAGE EASEMENTS.4.APARTMENT BUILDINGS ARE ALLOWED ONE FREESTANDING MONUMENT SIGN PER SITE, AND MAYBE ALLOWED AN ADDITIONAL SIGN PER R.O.W. FRONTAGE PROVIDED THAT THE FRONTAGE FACESA NON-RESIDENTIAL USE, A COLLECTOR ROAD, OR AN ARTERIAL ROAD.5.EACH SIGN IS LIMITED THIRTY TWO (32) SQ FT IN AREA, AND SHALL NOT EXCEED 6' IN HEIGHT.-SIGN AREA IS MEASURED BY THE HEIGHT AND WIDTH OF THE SIGN FACE, ITSELF AND DOESNOT INCLUDE THE SUPPORTING BASE OR STRUCTURE.-SIGN HEIGHT SHALL BE MEASURED TO THE TOP OF THE MAIN SIGN FACE AND SUPPORTINGWALL.-SIGN BASE SHALL BE MADE OF DECORATIVE MATERIALS COMPATIBLE WITH EXTERIORMATERIALS OF THE PRINCIPAL STRUCTURE ON SITE.ARCHED SIGN AREA: 3'-0" MAX. HEIGHT x 9'-0" WIDTH = 27 SQ FT (PROVIDED ON BOTH SIDES)SIGN LIGHTING:6.REVERSE-CHANNEL LETTERING SHALL UTILIZE L.E.D. BACKLIGHTING WITH A CONSTANT LIGHTSOURCE TO AVOID FLICKERING OR STROBE EFFECT,7.SECONDARY LIGHT SOURCES SHALL PROVIDE A LIGHT WASH ALONG THE STONE VENEER ANDCOLUMNS TO ACCENT SIGNAGE STRUCTURE. LIGHT FIXTURES SHALL BE SHIELDED FROM STREETSAND SIDEWALKS TO ELIMINATE GLARE.8.LIGHT SOURCES SHALL BE CONTROLLED VIA A PHOTO-CELL OR DIGITAL TIMER TO MAXIMIZEPOWER EFFICIENCY.2L7.0MONUMENT SIGN LAYOUTPLAN VIEWENTRY DRIVE MONUMENT SIGNDOUBLE SIDED148TH STREET WEST3'-10"3'-10"30'-0"2'-0"2'-0"INSTALL PLANTS A MIN. OF 24"FROM WALL FOUNDATIONPROPERTY LINE /RIGHT OF WAYFRONT YARD SETBACKL-7.011'-0"15'-0"NORTHScale In Feet: 1" = 4'-0"0'2'4'6'10' # Date CommentsRevisionsLighting drawings and designsand associated specificationsand documents are the propertyof InSolution LLC.Written consent is required forthe reproduction, copying oruse of these drawings.All Rights Reserved.jim.rago@insolutionproducts.com317-372-49475157 E 64th StIndianapolis,IN 46220Date:6/27/2022SL1GARRETT ROSEMOUNTSITE LIGHTING PLANScale: 1"=50'Drawn By: jragoChecked By: jrago10' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK10' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK10' REAR/SIDE YARD SETBACK1. ALL LIGHTING SHALL BE LED AND LISTED AND CERTIFIED BYENERGY STAR or DESIGNLIGHTS CONSORTIUM2. LIGHT FIXTURE HOUSINGS ARE PAINTED DARK BRONZE, UNO.3. LIGHTING FIXTURES ON THIS SHEET TO BE SUPPLIED BYINSOLUTION LLC TO GARRETT COMPANIES.CONTACT JIM RAGO - 317-372-4947 jim.rago@insolutionproducts.com4. LUMINAIRE TYPES SL1 and SL2 MOUNTS AT 25 FT A.F.G.5. LUMINAIRE TYPE WL2 TO BE MOUNTED AT 15' A.F.G. UNLESS DIRECTED OTHERWISE.6. COORDINATE FINAL MOUNTING HEIGHT BEFORE ROUGH-IN.7. SEE MEP SHEETS FOR LIGHTING BRANCH CIRCUITS AND CONTROL.8. LIGHTING FIXTURES SHALL BE RECEIVED AND STORED AND PROTECTED PRIOR TO INSTALLATION.9. LIGHT POLES SHALL BE STORED IN PROTECTED AREAS OR PACKAGING AND WRAPPING MUST BE REMOVED.10.ON-SITE GARRETT CONSTRUCTION REPRESENTATIVE MUST SIGN CARRIER DELIVERY RECEIPT AND FREIGHT BILL FOR EACH SHIPMENT.11. ON-SITE GARRETT CONSTRUCTION REPRESENTATIVE IS RESPONSIBLE FOR INSPECTING PRODUCT FOR CONCEALED OR VISIBLE DAMAGE AND SO NOTE DELIVERY PAPERS OF THE DELIVERING CARRIER.12. CLAIMS FOR DAMAGE MUST BE MADE BY GARRETT CONSTRUCTION TO DELIVERING CARRIER WITHIN 5 DAYS OF RECEIPT.SCALE: 1" = 50'SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2SL2WL2WL2SL1SL1SL1WL2WL2WL2WL2WL2WL2WL2WL2SL4SL4SL4SL4SL4SL4SL422-0627 ROSEMOUNT INS-LITESymbolQtyLabelDescriptionLuminaire LumensLuminaire WattsMounting HeightBUG Rating LER3SL1100W, 4K, TS190, T5S, Cutoff, Embedded FBGL Pole, Bronze Finish1292310025B3-U0-G21291SL2100W, 4K, TS280, Cutoff, Embedded FBGLPole, Bronze Finish1292310025B3-U0-G21297SL455W, 3K, Post Top, Round, Area Light, Bronze68285412B2-U2-G1126199SL512W, 3K, 7in, Flat, Disk, White890127, 8, 9, 15B1-U1-G174265WL240W, 3K, Bldg Wall, Bronze49914315B1-U0-G1116TYPE WL3-BLACK PAINTTYPE WL1- BRONZE PAINTTYPE SL5TYPE SL4- BRONZE PAINTTYPE SL1TYPE SL2TYPES SL1 & SL2 BRONZE PAINT # Date CommentsRevisionsLighting drawings and designsand associated specificationsand documents are the propertyof InSolution LLC.Written consent is required forthe reproduction, copying oruse of these drawings.All Rights Reserved.jim.rago@insolutionproducts.com317-372-49475157 E 64th StIndianapolis,IN 46220Date:6/27/2022GARRETT ROSEMOUNTScale: 1"=50'Drawn By: jragoChecked By: jragoSL2SITE LIGHTING CALCS10' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK10' REAR/SIDE YARD SETBACK30' REAR/SIDE YARD SETBACK10' REAR/SIDE YARD SETBACK1. ALL LIGHTING SHALL BE LED AND LISTED AND CERTIFIED BYENERGY STAR or DESIGNLIGHTS CONSORTIUM2. LIGHT FIXTURE HOUSINGS ARE PAINTED DARK BRONZE, UNO.3. LIGHTING FIXTURES ON THIS SHEET TO BE SUPPLIED BYINSOLUTION LLC TO GARRETT COMPANIES.CONTACT JIM RAGO - 317-372-4947 jim.rago@insolutionproducts.com4. LUMINAIRE TYPES SL1 and SL2 MOUNTS AT 25 FT A.F.G.5. LUMINAIRE TYPE WL2 TO BE MOUNTED AT 15' A.F.G. UNLESS DIRECTED OTHERWISE.6. COORDINATE FINAL MOUNTING HEIGHT BEFORE ROUGH-IN.7. SEE MEP SHEETS FOR LIGHTING BRANCH CIRCUITS AND CONTROL.8. LIGHTING FIXTURES SHALL BE RECEIVED AND STORED AND PROTECTED PRIOR TO INSTALLATION.9. LIGHT POLES SHALL BE STORED IN PROTECTED AREAS OR PACKAGING AND WRAPPING MUST BE REMOVED.10.ON-SITE GARRETT CONSTRUCTION REPRESENTATIVE MUST SIGN CARRIER DELIVERY RECEIPT AND FREIGHT BILL FOR EACH SHIPMENT.11. ON-SITE GARRETT CONSTRUCTION REPRESENTATIVE IS RESPONSIBLE FOR INSPECTING PRODUCT FOR CONCEALED OR VISIBLE DAMAGE AND SO NOTE DELIVERY PAPERS OF THE DELIVERING CARRIER.12. CLAIMS FOR DAMAGE MUST BE MADE BY GARRETT CONSTRUCTION TO DELIVERING CARRIER WITHIN 5 DAYS OF RECEIPT.SCALE: 1" = 50'SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5SL5WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2WL2SL2WL2WL2SL1SL1SL1WL2WL2WL2WL2WL2WL2WL2WL2SL4SL4SL4SL4SL4SL4SL42.00.10.20.30.50.70.82.23.32.71.92.10.61.20.63.42.52.62.73.40.31.01.12.07.01.93.98.95.51.60.40.20.20.30.50.43.70.56.45.95.13.33.53.10.10.91.01.71.26.66.61.91.30.40.20.10.20.51.01.73.02.22.51.61.00.30.30.30.30.10.22.41.20.52.02.11.30.50.60.60.71.41.20.53.00.21.72.68.42.71.22.03.50.07.64.98.40.30.90.40.82.15.43.11.82.03.32.52.22.28.30.40.20.30.71.62.52.85.98.65.53.80.80.60.90.80.60.81.43.19.87.12.40.30.77.40.91.01.00.90.70.40.40.51.94.90.70.38.37.02.21.10.60.70.80.90.90.83.10.41.40.51.87.56.41.10.71.02.97.62.10.60.35.67.02.53.21.81.31.00.50.30.19.80.27.20.51.87.46.92.31.20.90.80.60.60.12.40.50.00.10.10.20.50.010.510.30.00.00.75.34.11.40.50.30.20.30.71.90.58.74.41.50.50.70.40.20.10.20.51.33.10.85.80.85.66.63.73.01.63.64.53.61.39.66.08.91.50.70.30.20.30.82.56.34.35.58.66.08.26.11.82.11.72.03.27.64.61.28.30.36.58.90.16.44.41.42.01.41.20.71.90.42.40.20.10.20.31.04.49.68.47.06.20.54.70.50.50.84.917.34.81.31.93.64.74.20.62.61.52.04.27.70.00.00.10.10.10.45.10.51.96.46.22.95.26.27.93.52.00.57.10.55.42.74.86.52.40.61.91.30.81.12.92.50.16.52.71.31.11.96.06.54.11.60.01.80.01.20.00.00.10.10.10.10.20.08.71.10.710.02.63.53.31.60.80.50.30.20.10.30.30.22.05.70.00.00.03.93.42.73.24.60.20.50.70.60.60.60.70.91.40.96.00.41.30.60.10.10.10.00.00.30.71.63.70.43.70.50.10.15.04.24.25.65.92.91.81.21.10.41.11.02.23.03.10.44.01.30.40.36.10.61.02.20.60.30.30.30.50.60.60.75.11.21.22.04.16.13.21.00.40.20.10.01.21.12.54.97.65.42.11.52.24.47.63.63.76.84.33.82.45.28.36.71.31.10.70.60.52.36.63.80.00.00.41.13.26.99.38.97.81.42.50.17.68.14.22.52.52.52.83.92.50.50.47.07.53.51.81.00.90.80.50.51.12.40.03.40.19.15.87.84.13.40.21.80.90.31.53.30.30.65.74.21.80.00.00.50.10.10.05.70.06.90.92.56.80.58.26.78.40.31.81.00.03.14.34.55.03.56.34.47.03.91.20.45.31.10.73.11.70.90.60.60.50.60.61.75.50.23.23.03.72.51.92.31.90.10.23.50.62.70.55.20.21.22.32.32.02.42.41.30.22.24.20.30.50.71.31.82.76.16.311.19.21.11.10.37.52.80.70.50.30.10.10.20.30.68.52.91.63.35.34.54.08.87.98.57.50.52.80.31.50.60.20.10.10.20.30.52.09.03.35.90.81.81.50.90.40.30.30.30.40.51.10.00.62.71.82.85.52.25.60.20.10.20.00.50.34.10.34.02.01.21.50.10.00.10.20.32.50.50.61.01.63.03.41.63.47.710.30.21.82.96.90.00.04.33.33.03.62.50.05.55.13.51.01.74.55.80.02.02.82.02.00.60.00.80.52.00.51.71.10.81.22.01.80.45.70.82.80.91.22.66.57.93.11.73.27.30.60.74.00.10.20.10.10.20.30.71.42.20.96.67.81.32.96.60.16.42.72.03.47.66.45.83.64.58.36.07.26.85.11.91.22.03.50.34.52.34.33.93.03.26.08.40.01.80.81.84.20.01.91.01.72.93.84.24.44.13.83.25.08.36.07.34.31.50.70.50.40.30.20.70.24.41.05.02.85.96.41.90.50.60.30.20.40.43.32.65.25.42.91.70.84.82.20.94.10.11.10.20.61.64.28.24.64.34.30.48.42.91.44.91.93.43.53.43.43.53.92.72.24.73.51.01.56.35.24.87.27.64.05.47.15.81.00.50.80.81.21.92.21.92.01.92.32.13.11.03.64.47.71.43.42.61.30.60.30.33.20.91.64.07.04.44.38.36.25.45.95.13.00.60.92.12.92.82.72.72.92.84.27.34.81.31.10.91.00.70.30.30.30.72.57.64.03.32.22.87.01.92.12.92.00.61.00.80.50.32.31.57.65.95.14.73.17.35.56.26.22.51.30.61.00.60.40.30.10.40.71.11.21.42.61.90.90.31.10.80.40.30.41.01.82.30.92.00.23.22.01.00.60.81.00.70.30.40.40.30.30.60.40.70.80.51.22.01.71.31.22.40.40.30.20.20.30.30.40.50.60.50.42.60.30.20.20.20.30.50.91.21.31.21.21.00.30.32.11.40.70.40.30.30.20.10.20.10.10.20.20.30.50.50.50.50.40.30.20.23.60.27.41.86.60.06.82.40.90.47.34.53.40.23.53.01.20.60.71.63.03.43.13.13.01.02.33.33.33.33.13.82.41.61.73.17.60.34.37.62.52.41.20.40.20.10.30.61.41.34.71.53.52.31.30.50.20.11.73.43.02.51.25.62.90.43.91.70.70.40.61.42.63.33.75.80.23.60.91.83.80.00.81.41.41.10.90.10.52.30.30.81.83.10.62.66.74.32.43.50.70.75.58.85.42.33.83.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0.9 0.6 0.40.10.1 0.2 0.30.20.10.20.30.30.30.20.30.10.30.10.20.10.10.10.20.40.70.60.30.10.20.20.30.30.40.40.10.20.20.10.00.20.10.10.10.10.20.30.30.20.20.20.10.20.20.20.30.30.20.20.10.10.10.20.30.60.60.30.20.40.50.30.40.30.20.30.40.50.40.20.20.20.00.20.70.40.40.20.10.10.00.10.00.10.00.00.00.00.20.20.10.20.20.30.40.40.30.30.20.20.71.11.10.70.60.10.40.40.30.31.10.60.60.40.20.10.10.20.90.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.70.50.20.00.10.10.10.20.10.10.10.00.10.50.10.20.10.00.00.00.00.00.00.00.00.00.10.20.10.10.20.20.20.10.10.10.00.00.00.10.90.10.90.20.20.20.20.20.10.10.10.10.10.20.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.022-0627 Rosemount INS-LITE (FOOTCANDLES ARE ON GRADE AND ARE AN ESTIMATE-NOT A GUARANTEE)22-0627 ROSEMOUNT INS-LITESymbolLabelAvgMaxMinAvg/MinMax/AvgQtyLabelDescriptionLuminaire LumensLuminaire WattsMounting Height# PtsGrid ZCalcTypeUnitsBUG Rating LERBOUNDARY Line FC0.12199SL512W, 3K, 7in, Flat, Disk, White890127, 8, 9, 15B1-U1-G1741.10.0N.A.N.A.1SL2100W, 4K, TS280, Cutoff, Embedded FBGLPole, Bronze Finish1292310025B3-U0-G21297SL455W, 3K, Post Top, Round, Area Light, Bronze68285412B2-U2-G1126265WL240W, 3K, Bldg Wall, Bronze49914315B1-U0-G11163SL1100W, 4K, TS190, T5S, Cutoff, Embedded FBGL Pole, Bronze Finish1292310035025B3-U0-G21292.4517.30.0N.A.7.0632650IlluminanceFcN.A.IlluminanceFcGROUND FCTYPES SL1 & SL2 BRONZE PAINTTYPE SL4- BRONZE PAINTTYPE SL1TYPE SL2TYPE SL5TYPE WL1- BRONZE PAINTTYPE WL3-BLACK PAINT © 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022AMBER FIELDS LOT FTHE GARRET COMPANIESROSEMOUNT, MNSCHEMATIC DESIGN SETA101COVER SHEET A1LC1LB2LGAR-B1UGAR-A1UGAR-A1LGAR-C1LGAR-A2UGAR-C1UGAR-A2URISERMETERGAR-B1UGAR-B2UGAR-B2L137'-8"85'-8"© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A410BLDG TYPE I - FLOOR PLAN A1UB1UC1UB1UB2UA2UA2U137'-8"77'-10"© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A411BLDG TYPE I - SECOND FLOOR PLAN 6:126:126:126:126:126:126:126:126:126:126:126:126:126:126:126:126:126:126:12© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A414BLDG TYPE I - ROOF PLAN 9'-1"1'-6 3/4"9'-1"2'-0"12'-4"FIBER CEMENTLAP SIDINGTHIN BRICKVENEERASPHALT SHINGLESFIBER CEMENTBOARD & BATTEN9'-1"1'-6 3/4"9'-1"2'-0"12'-4"FIBER CEMENTLAP SIDINGFIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLES9'-1"1'-6 3/4"9'-1"2'-0"12'-4"FIBER CEMENTLAP SIDINGFIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLES9'-1"1'-6 3/4"9'-1"2'-0"12'-4"FIBER CEMENTLAP SIDINGASPHALT SHINGLESFIBER CEMENTBOARD & BATTENTHIN BRICKVENEER© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)REAR ELEVATIONFRONT ELEVATIONA415BLDG TYPE I - ELEVATIONSRIGHT ELEVATIONLEFT ELEVATION MANAGERASST. MANAGERENTRY FOYERLEASINGWORK ROOMYOGA ROOMMENWOMENTELECOMSTORAGEWARMINGKITCHENCLUBROOMPLAYROOMPORCHCORRIDORENTRYFITNESS CENTERMEPCLUB HOUSENET - 5293 SQ. FT.111'-7"69'-3"© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A801CLUB HOUSE FLOOR PLAN REAR ELEVATION10'-1"1'-6 3/4"14'-3"FIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLESFIBER CEMENTLAP SIDINGRIGHT ELEVATION10'-1"1'-6 3/4"14'-3"FIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLESFIBER CEMENTLAP SIDINGFRONT ELEVATION10'-1"1'-6 3/4"14'-3"THIN BRICKVENEERFIBER CEMENTLAP SIDINGASPHALT SHINGLESFIBER CEMENTBOARD & BATTENFIBER CEMENTPANELLEFT ELEVATION10'-1"1'-6 3/4"14'-3"FIBER CEMENTBOARD & BATTENTHIN BRICKVENEERASPHALT SHINGLES© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 1/8" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A802CLUB HOUSE ELEVATION MAITENANCE18' X 20'11"REST ROOMDOG WASH10'6" X 8'2"6:126:126:126:12SIDE ELEVATIONSIDE ELEVATIONREAR ELEVATIONFRONT ELEVATIONFLOOR PLANROOF PLAN18'-7"9'-1"5'-0"14'-4" 29'-11" 9'-1"5'-0" 14'-4" 9'-1"5'-0" 14'-4" 9'-1"5'-0"14'-4"THIN BRICKVENEERFIBER CEMENTPANELCOMPOSITIONSHINGLETHIN BRICKVENEERFIBER CEMENTPANELTHIN BRICKVENEERFIBER CEMENTPANELCOMPOSITIONSHINGLETHIN BRICKVENEERFIBER CEMENTPANEL25'-9"26'-9" 8'-8" 8'-8"8'-8" 8'-8"FRONT ELEVATIONRIGHT ELEVATIONREAR ELEVATIONLEFT ELEVATIONFLOOR PLANTHIN BRICKVENEERTHIN BRICKVENEERTHIN BRICKVENEERFIBER CEMENTPANELFIBER CEMENTPANEL© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 3/16" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A901ACCESSORY BUILDINGSMAINTENANCE BUILDINGCOMPACTOR REAR ELEVATIONRIGHT ELEVATIONFRONT ELEVATION6:126:126:126:12FLOOR PLANROOF PLANLEFT ELEVATION38'-2"17'-0" 8'-8"4'-9" 13'-11" 8'-8"4'-9" 13'-11" 8'-8"4'-9" 13'-11"COMPOSITIONSHINGLETHIN BRICKVENEERFIBER CEMENTPANELCOMPOSITIONSHINGLETHIN BRICKVENEERFIBER CEMENTPANELTHIN BRICKVENEERFIBER CEMENTPANEL8'-8"4'-9" 13'-11"THIN BRICKVENEERFIBER CEMENTPANEL© 2020 by HUMPHREYS & PARTNERS ARCHITECTS, LP The arrangements depicted herein are the sole property of Humphreys & Partners Architects, LP and may not be reproduced in any form without its written permission. Architectural conceptual site plans are for feasibility purpose only. Revisions may occur due to further investigation from regulatory authorities and building code analysis. Dimensions shown are of a strategic intent only. Refer to surveys and civil drawings for technical information and measurements.HUMPHREYSPARTNERSROSEMOUNT,MNHPA #22182AMBER FIELDS LOT F5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com June 30, 2022SCALE: 3/16" = 1'-0" 0' 8' 16' 32'(24"x36" SHEET)A901ACCESSORY BUILDINGSMAIL KIOSK K:\020847-000\Admin\Docs\2022.07.05 - Submittal\2022.07.05 - Preliminary Plat Review - Echelon At Amber Fields.docx Memorandum To: Julia Hogan, Planner CC: Stacy Bodsberg, Planning & Personnel Secretary Anthony Nemcek, Senior Planner Brian Erickson, City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: July 11, 2022 Re: Echelon At Amber Fields Preliminary Plat Preliminary Plat Submittal Review Final Plat Grading and Drainage Plan Review Preliminary Utility Plan Review Landscaping Plan Review WSB File Number 020847-000 SUBMITTAL: The Garrett Companies of Greenwood, Indiana has submitted a Preliminary Plat named Echelon At Amber Fields for the development of Outlot F, Amber Fields. Outlot F, Amber Fields is proposed to be replatted into one lot in which 250 apartment units within 25 buildings and a clubhouse are identified to be constructed. The plans submitted were prepared by Alliant Engineering. Review comments were generated from the Preliminary Plat Submittal dated 06-30- 2022. The submittal included the following: ▪ Existing Conditions ▪ Preliminary Plat ▪ Final Plat ▪ Site Plan ▪ Grading Plan ▪ Erosion and Sediment Control Plan ▪ Utility Plan ▪ Storm Sewer Plan ▪ Landscape Plan ▪ Signage Plan ▪ Site Lighting Plan EXISTING CONDITIONS Echelon At Amber Fields is in the northeast central portion of the Amber Fields Addition extending north from 148th Street and adjacent to Akron Avenue and Abbeyfield Avenue and south of the commercial area of Amber Fields. The parent parcel consists of land previously utilized for agricultural purposes and grass land. Echelon At Amber Fields is 15.507 acres in size. PRELIMINARY PLAT Julia Hogan July 13, 2022 Page 2 K:\020847-000\Admin\Docs\2022.07.05 - Submittal\2022.07.05 - Preliminary Plat Review - Echelon At Amber Fields.docx Echelon At Amber Fields consists of 1 lot which will be developed by The Garret Companies. All streets and infrastructure within the lot will be private. Echelon At Amber Fields extends one private entrance north from 148th Street. This primary entrance is in the east central part of the lot across from Road A within Amber Fields Third Addition. The primary entrance has a landscaped median with a monument sign located 30 feet north of the right of way for 148th Street. The entrance driveway extends north 130 feet intersecting a private street that loops through the project. A second private street extending between the loop street and a stub street provides access to the 25 apartment buildings and clubhouse. A second access point for Echelon At Amber Fields is located at the northeasterly corner of the lot extending to a private street which extends from Abbeyfield Avenue. This access point is located 180 feet from Abbeyfield Avenue along a private street which is the primary access to the future Amber Fields commercial area. Egressing from Echelon At Amber Fields during peak hour traffic may experience delays upon the full development of the commercial area. Four-foot-wide sidewalks are proposed throughout the site providing access to the units and circulation within the site. A public sidewalk extends adjacent to the site along the north side of 148th Street and the east side of Abbeyfield Avenue. One sidewalk connection is identified from Echelon At Amber Fields to the public sidewalk. The proposed sidewalk connection is adjacent to the main vehicle entrance off 148th Street. 1. The wheel track for the City’s fire truck will have to be traced through the site to assure adequate accessibility for the fire apparatus. The turning radii of the truck can be obtained from the City’s Fire Marshall. 2. Pedestrian curb ramps are required at all sidewalk crossings and street access points. 3. The proposed private street section does not identify a sand subgrade material. Due to the availability of sand, it is recommended to construct the street section with a sand subgrade section. 4. Recommend additional pedestrian access points to the public sidewalk along 148th Street and Abbeyfield Avenue. FINAL PLAT The proposed final plat of Echelon At Amber Fields consists of 1 lot. Perimeter drainage and utility easements are identified on the plat. No other easements are shown or needed. 5. The proposed second access in the northwest corner of the lot extends onto a private parcel. An access and egress easement and maintenance agreement must be drafted for this street connection area. The development Fees are indicated below based on the 2022 Schedule of Rates and Fees. ▪ Sanitary Sewer Trunk Charge: $1,075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/acre GRADING AND DRAINAGE Runoff from Echelon At Amber Fields primarily flows outward from the buildings along the perimeter of the site, the interior portion of these buildings has their runoff flowing to a private street. The centrally located buildings has their runoff flowing to a street or to a central greenway area. The general drainage pattern is from the northwest to the southeast. Runoff is collected by a storm sewer system that extends from an existing pipe located at the main access to the site from 148th Street. The storm sewer system extends along the street system and through the Julia Hogan July 13, 2022 Page 3 K:\020847-000\Admin\Docs\2022.07.05 - Submittal\2022.07.05 - Preliminary Plat Review - Echelon At Amber Fields.docx central green area to the northwest. This runoff is conveyed to Pond 3 of the Central Greenway Area of Amber Fields. A second small storm sewer system is in the northwest corner of the parcel collecting runoff from the most northwesterly apartment building and area. This storm sewer extension will ultimately be extended to collect runoff from the commercial area. This storm sewer system extends from an existing storm sewer located in Abbeyfield Avenue which flows south discharging into Pond 2 in the Amber Fields Central Greenway Area. 6. Sheet C-4.1 & C-4.2 – In several locations the emergency overflow routes for runoff does not provide 1.5 feet of freeboard between the pad elevation and the emergency overflow (EOF) high point. EOF routes are located within green areas and streets. 7. Sheet C-4.0 GRADING NOTES, 8. – The minimum topsoil depth is 6-inches. 8. Sheet C-4.1 – The EOF elevations identified at several spots do not correspond with the adjacent contours. 9. Sheet C-4.1 – Not all low points have EOF elevation or routs identifi ed. 10. Sheet C-4.1 – The contour labels on the southeast corner of the parcel overwrite each other. 11. Sheet C-4.1 & C-4.2 – It would be beneficial to label the contours along the north side of the parcel. 12. Sheet C-4.2 – It appears runoff is direct at the green side of building 4 13. Sheet C-4.2 – I appears there is a very flat area between buildings 10 & 11. 14. SANITARY SEWER AND WATERMAIN – UTILITY PLAN Echelon At Amber Fields sanitary sewer system extends from a sewer stub at the main entrance to the site. This sanitary sewer extension only provides service to the proposed buildings of Echelon At Amber Fields. The sanitary sewer proposed with Echelon At Amber Fields is a private facility that will be maintained by The Garrett Companies. Eight-inch watermain is identified to be extended within the Echelon At Amber Fields. There are two watermain connections that are located at the street entrance locations which connect to the existing system providing looped water service to the site. The watermain extension from Abbeyfield Avenue to Lot 1, at the northwest corner of the site, will be a public water main as it will serve multiple property owners. This street area will need to be placed within a drainage and utility easement. The watermain within Echelon At Amber Fields is private and will be maintained by The Garrett Companies. 15. Gate valve and fire hydrant placement will be detail reviewed with the construction plans for the final plat. 16. Sheet C-6.1 – The sanitary sewer runs between MH 4 to MH 3 and between MH 9 to MH 4 are not called out in the SANITARY SEWER SCHEDULE. 17. Sheet C-6.0 – The sites monument sign and a street light are located directly over the proposed sanitary sewer extension from the stub located on 148th Avenue. 18. Sheet C-6.0, C-6.1, and C-6.2 – The SANITARY SEWER SCHEDULE identifies a sewer run between MH 4 to MH 4. 19. Sheet C-6.0, C-6.1, and C-6.2 – The overhead streetlights are shown with a heavy line which is slightly confusing with other proposed utilities. 20. Sheet C-6.2 – The water service location is not shown to Building 3. STORM SEWER Echelon At Amber Fields extends two storm sewer systems from existing storm sewer stubs, one extending north from 148th Street and the second extending from Abbeyfield Avenue. The proposed storm sewer material is HDPE, a material that is not commonly utilized within streets. Julia Hogan July 13, 2022 Page 4 K:\020847-000\Admin\Docs\2022.07.05 - Submittal\2022.07.05 - Preliminary Plat Review - Echelon At Amber Fields.docx The proposed HDPE pipe is sized from 8-inch to 36-inch pipe. Larger pipe sizes of HDPE pipe can experience deflection if not properly bedded. Storm sewer design and layout will be reviewed with the Surface Water Management plan submittal. 21. Detail review of the storm sewer system and design will be completed with the construction plans for the subdivisio n. 22. Sheet C-7.1 - Catchbasin Manhole 1 (CBMH1) must be a sump manhole structure and maintained by the owner. 23. Sheet C-7.0 – UTILITY NOTES: 4. – The note indicates the minimum curb and gutter grade is 5%. SURFACE WATER MANAGEMENT The proposed Surface Water Management plan for the preliminary plat has been reviewed. Comments included in the Surface Water Management plan review shall be incorporated in the project design. LANDSCAPE PLAN The Landscape plan was not reviewed for conflicts with infrastructure as all infrastructure is privately maintained. Tree plantings should allow space for access and maintenance of proposed infrastructure. SITE LIGHTING PLAN The Site Lighting Plan identifies 4, 25-foot streetlights located in the entrance island and adjacent to the club house/lease office. On site streetlights are 7 to 15 foot in height located throughout the site. The Site Lighting Plan was not reviewed for materials, light styles or light intensity. GENERAL Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction. K:\020847-000\Admin\Docs\WR Review\020847-000 Echelon at Amber Fields Stormwater Review Memo 20220713.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM Memorandum To: Brian Erickson, City Engineer Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner Jane Byron, Storm Water Specialist From: Bill Alms, PE Kendra Fallon, PE Date: July 12, 2022 Re: Echelon at Amber Fields Stormwater Review WSB Project No. 020847-000 I have reviewed the documents provided by Alliant Engineering on July 1, 2022. Documents reviewed include: · Echelon at Amber Fields PUD Plat Plans, dated 7-1-22 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. Grading, Drainage, and Erosion Control Comments: 1. General a. No comments. 2. Ponds and Wetlands a. No comments. 3. Emergency Overflow Routes: a. The EOF elevation should be added to the plans for the roadway low point near station 19+00. 4. Retaining Walls: a. No comments. 5. Erosion Control: a. Inlet protection should be added to the plans for the yard drains. b. Applicant should confirm a rock construction entrance is not also needed at the entrance off Abbeyfield Avenue. 6. Grading: a. Applicant should confirm the grading and drainage on the north side of the site behind the northern buildings proposed between stations 16+00 and 20+00, as it is not currently clear where this area is proposed to drain. b. Confirm the proposed contours tie into the existing contours on the north and east side of the site. Echelon at Amber Fields Stormwater Review July 12, 2022 Page 2 K:\020847-000\Admin\Docs\WR Review\020847-000 Echelon at Amber Fields Stormwater Review Memo 20220713.docx Stormwater Management Plan: 1. General Storm Sewer Design a. A catch basin drainage area map and storm sewer sizing calculations for Echelon at Amber Fields should be included in future submittals. b. There are a number of locations where the storm sewer is shown within 5-7 feet of an adjacent building. It is recommended storm sewer be at least 10 feet away from any proposed buildings where 10 feet deep or less, for future maintenance. i. For storm sewer deeper than 10 feet it is recommended storm sewer be offset from adjacent buildings by a minimum of 1:1 depth to offset ratio. c. Sumps should be included on the last accessible structure prior to connecting into the trunk storm sewer line and should be noted on the storm sewer plans. 2. Water Quantity a. No comments. 3. Rate/Volume Control a. No comments. 4. Freeboard a. The City requires 1.5 feet between an EOF and building elevation. The building (944.6) near the northeast corner of the proposed development is not meeting this requirement to the EOF east of the building (943.3). b. It appears the ultimate EOF for the backyard areas in the east central area is along the southern roadway near station 9+50 (942.56). Several of the buildings within that area have FFE listed at 943.5 which does not provide 1.5 feet of freeboard. 5. Water Quality a. No comments. 6. Easements a. No comments.