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6.1. PCSR 06-22-2021 Request for Action Cir•ci Elk - River= To Item Number Planning Commission 6.1 Agenda Section Meeting Date Prepared by General Business June 22, 2021 Zack Carlton,Planning Manager Item Description Reviewed by West Oaks LLC and Heritage Maples Senior Chris Leeseber , Senior Planner Living LLC—Broadway on 10 Reviewed by ■ Conditional Use Permit to Establish a Planned Unit Development, Case No. CU 21-10 ■ Preliminary Plat—Broadway on 10, Case No. P 21-05 Action Requested Recommend,by motion, approval of the Conditional Use Permit (CUP) establishing a residential Planned Unit Development (PUD)with the following conditions to satisfy the standards set forth in r Section 30-654: 1. A PUD agreement shall be approved by the City Council and signed by both parties prior to the issuance of building permits "` ll ',CR 33 for any building within the project area. 2. The field road access to Highway 10 shall be removed and e vacated in accordance with MnDOT standards. 3. All comments noted in the staff comment letter dated May 7, _ RR 2021, shall be addressed prior to sending the PUD agreement Hwy 10 to the Ci Council for approval. r City 4. Big Lake Township's approval of the frontage road connection to Business Center Drive. Recommend,by motion, approval of the Preliminary Plat for Broadway on 10. P� ` Y Background/Discussion %69 On May 25, 2021, the Planning Commission held a public hearing concerning the proposed project. After receiving public testimony and Figure I discussing the applications before them,the Planning Commission unanimously continued to item to June 22, 2021, and asked the applicant to complete a traffic study. The Commission also requested additional information from staff to inform their decision. That traffic study, along with a memo from the Public Works Director is attached. Project Overview The Elk River Vision PONE H E o s Y A welcoming community avith revolutionary and spirited resourcefulness, exceptional URE service, and community engagement that encourages and inspires prosperity. Updated.August 2020 The applicant has proposed a multi-family residential development north of the West Oaks Subdivision. The site had previously been the subject of a residential PUD and is already zoned as such. The application package includes a CUP to modify the existing PUD and establish the residential use, and a preliminary plat to create one parcel for the proposed apartment building and 24 townhome lots. The proposal includes a 91-unit apartment building and 24 townhome units. To support the additional traffic load, the developer will extend the frontage road through a dedicated R/W that connects with the neighborhood to the west,providing an additional access point to Highway 10. Comprehensive Plan The Comprehensive Plan guides the property for High Density residential uses and has been scheduled for high density uses since first being re-zoned to PUD. Transportation connections are of concern,but the project is consistent with the Comprehensive Plan. The target density per the comprehensive plan is 8 to 20 units/acre, and the proposed project comes in at 10 units/acre. Traffic The results of the traffic study show an increase in the number of trips through the West Oaks neighborhood. An increase would be expected as a result of any development on this parcel and the study estimates 15 percent of all trips will utilize the existing public streets through West Oaks. The study further estimates that the remaining 85 percent of the daily trips would utilize the new frontage road connection to Highway 10. This percentage may fluctuate but is based off the assumption that most residents will commute for work, and the most efficient route will be the new roadway extension through Big Lake Township. Additionally,in evaluating a livability standard for residential roadways, the traffic study and the Public Works Director both believe the additional traffic on existing and proposed city streets will not detrimentally impact the existing residents. Highway 10 Traffic/Crash Information Staff collected crash data for two nearby segments of Highway 10. The first segment between County Road 15 and Waco Street saw a total of 85 incidents since 2011. Of those crashes,two resulted in serious injuries, and eight resulted in minor injuries,the remaining 75 incidents resulted in possible injuries or property damage. Nearly half, 46%were single vehicles running off the road, and another 16%were collisions with deer/animals. Additionally, with the high number of incidents where cars left the road,more than half the incidents occurred during the five snowy months from November through March. The second segment was between Waco Street and Joplin. This segment saw a total of 67 incidents since 2011, with one serious injury and four minor injuries. The majority of crashes (55%) were rear-end collisions near the signalized intersections. Future Roadway Extensions Staff spoke with Council regarding the roadway extension to the east/Waco on June 7,2021. Council is interested in exploring the possibility, but there are no plans to construct the connection soon. However,the traffic study does show traffic from the proposed development will not impact existing city streets enough to require this connection in addition to the connection to the west. Additionally, the former alignment of Waco Street did not have dedicated right-of-way, and the re-alignment to its current location did not vacate previously held right-of-way. Big Lake Township The township has jurisdiction over the 300-foot segment of street between the city limits and the existing pavement for Service Drive Northwest. The connection is currently under review by the township and staff has included a condition that the connection must be approved in order for this project to continue. Should Big Lake Township deny the street connection, an updated traffic study could be submitted, or the city can look at alternative options for connecting east to Waco. Financial Impact None Mission/Policy/Goal ■ Support residential growth in the community. ■ Opportunity to live,work, and play ■ Meet changing needs -Agile Attachments ■ Planning Commission Packet dated May 25, 2021 ■ Traffic Study received June 17, 2021 ■ Traffic Memo dated June 17, 2021 ■ Hwy 10 Crash Data ■ Updated Plans received June 16, 2021 The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity. Updated: August 2020 Request for Action To Planning Commission Item Number 5.5 Agenda Section Public Hearings Meeting Date May 25, 2021 Prepared by Zack Carlton, Planning Manager Item Description West Oaks LLC and Heritage Maples Senior Living LLC – Broadway on 10  Conditional Use Permit to Establish a Planned Unit Development  Preliminary Plat – Broadway on 10 Reviewed by Chris Leeseberg, Senior Planner Reviewed by Action Requested Recommend, by motion, approval of the Conditional Use Permit (CUP) establishing a residential Planned Unit Development (PUD) with the following conditions to satisfy the standards set forth in Section 30-654: 1. A PUD agreement shall be approved by the City Council and signed by both parties prior to the issuance of building permits for any building within the project area. 2. The field road access to Highway 10 shall be removed and vacated in accordance with MnDOT standards. 3. All comments noted in the staff comment letter dated May 7, 2021, shall be addressed prior to sending the PUD agreement to the City Council for approval. Recommend, by motion, the Preliminary Plat for Broadway on 10. Background/Discussion The applicant has proposed a multi-family residential development north of the West Oaks Subdivision. The site had previously been the subject of a residential PUD and is already zoned as such. The application package includes a CUP to modify the existing PUD and establish the residential use, and a preliminary plat to create one parcel for the proposed apartment building, and 24 townhome lots. The proposal includes an 88-unit apartment building and 24 townhome units. To support the additional traffic load, the developer will extend the frontage road through a dedicated R/W that connects with the neighborhood to the west providing an additional access point to Highway 10. Comprehensive Plan The Comprehensive Plan guides the property for High Density residential uses, and has been scheduled for high density uses since first being re-zoned to PUD. Transportation connections are of concern, but the project is consistent with the Comprehensive Plan. Site Plan Submitted plans identify an L-shaped apartment building on the north half of the site. The apartment includes a parking lot with access to a service drive on the east side. The building includes underground parking and access to the garage is also located on the east side of the building. The only public street access will be from a single driveway that serves the apartment building and the townhomes. The townhomes are clustered in 2 and 4-unit buildings south of the apartment complex. Each unit has access to the private drive. The southern and eastern end of the site includes wetlands, stormwater ponds, and existing vegetation. There is also a sidewalk along the south side of the new street that connects to the existing network. Parking The apartment includes 88 units and according to city ordinances this requires 220 parking stalls – 88 of which need to be covered. Plans include 91 covered stalls and 71 surface stalls, for a total of 162 spaces. The applicant has provided a breakdown of parking counts per unit, including 2 stalls for the larger units and 1.5 stalls for the 1 BR and studio units. Based on recent approvals, the unit counts appear to reflect what has worked in Elk River, but the Planning Commission may require additional proof of parking stalls up to 176 stalls, which would provide an average of 2-stalls per unit. The townhomes are located on a 24 foot wide private street and are setback 25-30 feet. The longer driveways provide opportunities for up to 4 vehicles per unit (2 in the garage and 2 on the driveway). A typical street width is 36 feet wide and allows parking on one side of the street, the private street will need to be signed no parking to allow parking on one side of the street. Landscaping The submitted landscape plans meet ordinance standards for tree counts and includes detailed plans for the townhomes on the southern half of the project. Applicable Regulations In approving a Conditional Use Permit, the council may impose such specific conditions with regard to the development or operation of the proposed use as it considers necessary to satisfy the seven standards set forth in Section 30-654 and the requirements contained in this article and to promote compatibility with and minimize any potentially adverse effects upon adjacent properties, the neighborhood or the city. Conditional Use Permit The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. The project site has been targeted for high-density residential uses and abuts townhome developments to the south. The additional units will add traffic to the nearby city streets, and an additional exit is being added to provide an alternative route for the development. Staff does not see a need to impose specific conditions to satisfy this standard. 2. Will be consistent with the comprehensive plan. The use is consistent with the comprehensive plan. Staff does not see a need to impose specific conditions to satisfy this standard. 3. Will not impede the normal and orderly development and improvement of surrounding vacant property. The properties abutting the site are fully developed, and there is one remaining lot to the east with additional development potential. Development of that lot will provide a third access point to this area of the city. This project will not impede the normal and orderly development of surrounding vacant property. Staff does not see a need to impose specific conditions to satisfy this standard. 4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. Traffic is a concern for the West Oaks neighborhood to the south of the project area. While the development does add an additional access to Highway 10, the Planning Commission could require a traffic study in order to gain a better understanding of anticipated traffic patterns. The buildings will connect to city services, contribute to the park dedication fund, and has not requested financial assistance. Aside from the potential traffic concerns, the project will not adversely affect essential public facilities. The Planning Commission should consider whether a traffic study is appropriate to evaluate impacts to existing city streets. 5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. Again, traffic is the biggest concern under this standard. The project will not involve uses or activities that will be detrimental due to noise, smoke, fumes, glare, odors, dust or vibrations. The Planning Commission should consider whether a traffic study is appropriate to evaluate impacts to existing city streets. 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. While there will be significant grading on the site, the wetland delineation has been approved and plans show adequate provisions will be made to protect the wetland areas within the subject site. The use will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. Staff does not see a need to impose specific conditions to satisfy this standard. 7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. As this project will be developed as a PUD, there are certain standards that will deviate from the ordinance as written. These changes will be documented in a PUD agreement, which will be approved by the City Council. Staff does not see a need to impose specific conditions to satisfy this standard. Preliminary Plat City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat. 1. The proposed subdivision is consistent with the zoning regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the zoning regulations and this article. The proposed subdivision requires approval of a CUP. Provided the CUP/PUD is approved, along with the recommended conditions, the proposed subdivision is consistent with all zoning regulations. 2. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. The subdivision is consistent with all applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. The physical characteristics of the site support the proposed use. The wetlands and any potential impacts are under review and must comply with any all state and local standards. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required in this article. The subdivision includes public utilities and stormwater infrastructure that meets city requirements. Additional permits required to comply with erosion control standards are a required and must be secured prior to building permit issuance. 5. The proposed subdivision will not cause substantial environmental damage. The subdivision will not cause substantial environmental damage. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. There are no conflicts with easements of record. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. The proposed subdivision will not impact reasonable development of neighboring land. 8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. The Planning Commission should consider whether a traffic study is appropriate to evaluate impacts to existing city streets. If denial of the CUP or Preliminary Plat should occur, it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in the ordinance. Financial Impact None Mission/Policy/Goal  Support residential growth in the community.  Opportunity to live, work, and play  Meet changing needs - Agile Attachments  Location Map  Applicant’s Narrative  Site Plans  Architectural Plans/Elevations  Staff Comment Letter dated May 7, 2021 Narrative Conditional Use Permit and Preliminary Plat Prepared for: Broadway at 10 April 26, 2021 SUBMITTED TO City of Elk River 13065 Orono Parkway Elk River, MN 55330 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Introduction .................................................................................................................................................. 1 Conditional Use Permit ................................................................................................................................. 1 Preliminary Plat ............................................................................................................................................. 2 Summary ....................................................................................................................................................... 2 Contact Information ...................................................................................................................................... 2 Broadway on 10, Elk River, MN April 26, 2021 CHU20001.BI2 1 Introduction On behalf of the Broadway at 10 site, Landform is pleased to submit this application for conditional use permit and preliminary plat approval to allow a planned unit development which contains an 88-unit multi-family apartment building and 24 villa homes. Our development plan includes a public roadway on the north side of the site with a private drive to serve the multi-family apartment and villa homes. The improvements also include parking, sidewalk, landscaping, stormwater and utilities. We are excited about the improvements proposed for this site. Conditional Use Permit We are requesting City approval for a conditional use permit for a planned unit development as allowed by Section 30-1564(c)(3). We have reviewed the request in accordance with City ordinance standards in Section 30.654 and find that the ordinance standards have been met. Specifically: 1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. The proposed planned unit development won’t negatively affect the use or enjoyment or neighboring properties. The proposed uses are compatible with surrounding properties with the multi-family apartment is set in the center of the site with the single-family villa homes adjacent to the existing townhome development to the southeast to provide a transition between uses. 2. Will be consistent with the comprehensive plan. The proposed planned unit development is consistent with the comprehensive plan 3. Will not impede the normal and orderly development and improvement of surrounding vacant property. The proposed planned unit development is surrounded by developed properties and will not impede the improvement or redevelopment of these properties. 4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. The proposed planned unit development will be served by public facilities and services. The development will not overburden or adversely affect these public facilities or services. 5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. Broadway on 10, Elk River, MN April 26, 2021 CHU20001.BI2 2 The proposed planned unit development will not include uses that will be detrimental to others or contain an excessive amount of traffic, noise, smoke, fumes, glare, odor, dust or vibrations. 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. The proposed planned unit development has only a minor impact on the existing wetland to provide access into the site. The majority of the wetland will remain undisturbed as a natural feature for the enjoyment of the residents. 7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. The subdivision will comply with most of the applicable zoning and subdivision standards however, there are a few areas where the plans will require flexibility from the standards as part of the planned unit development. The areas we have identified that require flexibility are: a. A 24-foot wide private drive where a 32-foot public street is required and b. 90 enclosed parking spaces and 69 surface parking spaces where 88 enclosed parking spaces and 132 surface parking spaces are required. This maintains the enclosed parking stall requirement and asks for flexibility from the surface parking requirement. We believe the parking and drive aisle is adequate for the proposed mix of uses. As we continue to refine the layout and site design based on city comments and feedback, additional flexibilities may be identified. Preliminary Plat We are also requesting approval of a preliminary plat to create one lot for an 88-unit multi-family apartment building and 24 lots for villa homes. Summary We respectfully request approval of the Conditional Use Permit and Preliminary Plat to allow for a multi-family apartment and 24 villa homes served by a private drive. Contact Information This document was prepared by: Kevin Shay Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Kevin Shay at kshay@landform.net or 612.638.0228. ELK RIVER, MNBROADWAY ON 10ELK RIVER, MINNESOTANORTHNO SCALEAREA LOCATION MAPSITEABBREVIATIONSMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY/OVERHANGBIT. 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OR P/LProperty LineP.O.B.Point of BeginningP.S.F.Pounds Per Square FootP.S.I.Pounds Per Square InchP.T.Point of TangencyP.V.C.Point of Vertical CurvatureP.V.I.Point of Vertical IntersectionP.V.T.Point of Vertical TangencyPEPolyethylenePED.Pedestal / PedestrianPERF.PerforatedPREP.PreparationPROJ.ProjectPROP.ProposedPVCPoly-Vinyl-Chloride (Piping)PVMT.PavementQTR.QuarterQTY.QuantityRRadiusRAD.RadiusRERim Elevation (Casting)R.D.Roof DrainR.E.Remove ExistingR.O.Rough OpeningR.P.Radius PointRCReinforced Concrete PipeR.S.Rough SlabRSDRoof Storm DrainRE.RegardingREINF.ReinforcedREQ'DRequiredREV.Revision / RevisedRGURegulatory Government UnitROW OR R/WRight of WayS.SouthS.F.Square FeetSAN.Sanitary SewerSECT.SectionSESplit Entry /Side ExitSEWOSplit Entry Walk Out /Side Exit Walk OutSHT.SheetSIM.SimilarSLNT.SealantSPEC.SpecificationSQ.SquareSSDSubsurface drainSTMHStorm Sewer ManholeSTD.StandardSTRUCT.StructuralSYM.SymmetricalTThicknessT/RTop of RimT/WTop of WallTEMP.TemporaryTHK.Thick / ThicknessT.J.Tooled JointTNHTop Nut HydrantTYP.TypicalU.N.O.Unless Noted OtherwiseV.B.Vapor BarrierV.C.Vertical CurveV.I.F.Verify In FieldVER.VerifyVER.VerticalVEST.VestibuleWWidthW.PT.Working PointW.W.F.Welded Wire FabricW/WithW/OWithoutWOWalk OutVER.WetlandWPWaterproofWETL.WeightYD.YardYR.YearUNDERGROUND FIBER OPTICFOEROSION CONTROL BLANKETOutlot A, WEST OAKS, AndOutlot A, HERITAGE MAPLES SENIOR LIVING, Sherburne County, MnPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUP28 APR 202120 MAY 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPMay 20, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510Queen Cir.186thAve186th LnPascal Dr.Queen St.Business Center DriveNWSt NW StMississippi RdYanktonSt187thTroy St182ndYanktonWaco St 186thNaples US Hwy 10Ogden 183rd Ave182nd AveNaples St NW AveAve183rd AveXerxesStWaco St 10C001CHU001.dwgCIVIL TITLE SHEETC0.1XXXXXXXXXXXXXXXXX 50N01°58'04"E 608.59 104.09N89°48'35"EN89°48'35"E 626.46N50°36'53"E 809.99N00°02'51"W 511.90 79.75 S00°24'14"E S65°00'06"E 171.45L=601.29R=7489.44Δ=4°36'00"S69°36'06"E66.01Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Delineated WetlandDelineated WetlandDelineated WetlandWetla n d B u f f e r Wetland Buffer 25252530.00DRAINAGE & UTILITY EASEMENT PER PLAT86.4 3 N24 ° 5 9 ' 5 4 " E L=124.14R=280.00Δ=25°24'08"12345678B L O C K 1910111213141516171819202122232426252525252525PRIVATE ROAD EASEMENT DRAINAGE & UT IL ITY EASEMENT DRAINAGE & UTILITY EASEMENT DRAINAGE &UTILITY EASEMENTS65°00'06"E 171.45 46.02S69°36'06"E60.0 0 63.24 39.7137.6030.04 S23 ° 3 3 ' 1 7 " W 29.4 7 S23°33'17"WΔL=65.49R=463.00=8°06'16" L=7 2 . 5 6 R= 5 1 3 . 0 0 Δ=8° 0 6 ' 1 6 "ΔL=78.85R=75.00=60°14'00"10 26.4 333282833332828333333333333333333333333336060606060606060603328283333336033332833602860606060606033332828333333 28 28333333 439.94 2 3 1 . 3 4 30.41 N48°51'23"W 74.29N48°51'23"W 79.55SERVICE ROAD60.00 60.0 050.00ΔL=25.00=0°11'34"ΔL=25.00=0°11'34"N28°50'03"E 184.13S88°01'56"E 334.28S46°58'04"W 126.49105.40 603333603333 603360N31°39'32"E 183.06S31°39'32"W 183.06L=131.41R=125.00Δ=60°14'00"N88°06'28"W 78.69S88°06'28"E 78.69L=21.28R=22.67Δ=53°46'38"L=21.28R=22.67=53°46'14"ΔL =2 9 1 .0 9 R =58.00 Δ=287°33'16"N11°05'09"W 144.68N11°05'09"W 146.45DRAINAGE & UTILITY EASEMENTUTILITY EASEMENT2 0 2 0 L=494.16R=7429.44Δ=3°48'40"L=62.60R=7429.44Δ=0°28'58"(TO BE VACATED)PRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUP28 APR 202120 MAY 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPMay 20, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510NORTH060120C002CHU001.dwgPRELIMINARY PLATC0.2The Property is Zoned PUD (Planned Unit Development)Building Setback Information is as follows:Front = 20 ft.25 ft. TownhomesRear = 25 ft.30 ft. TownhomesSide Interior/Street = 5 ft. / 30 ft.5 ft. / 30 ft. TownhomesParking & Drive Aisle Setback Information is as follows: = 10 ft.Outlot A, WEST OAKS, AndOutlot A, HERITAGE MAPLES SENIOR LIVING, Sherburne County, MnLEGAL DESCRIPTIONLOT AREA TABLEZONING AND SETBACK SUMMARYTotal Site Area: 501,534.5 S.F. = 11.5 AC.Right of Way Area : 49,580.8 S.F. = 1.1 AC.Wetland Area: 153,372.2 S.F. = 3.5 AC.Upland Area: 348,162.3 S.F. = 8.0 AC.Wetland within Right of Way: 2,672.6 S.F. = 0.06 AC.Total Upland Area: 345,489.7 S.F. = 7.94 AC.AREA SUMMARYLOT, BLOCK:LOT SIZE:Lot 1, Block 1Lot 2, Block 1Lot 3, Block 1Lot 4, Block 1Lot 5, Block 1Lot 6, Block 1Lot 7, Block 1Lot 8, Block 1Lot 9, Block 1Lot 10, Block 1Lot 11, Block 1Lot 12, Block 1Lot 13, Block 1Lot 14, Block 11,980 s.f.1,680 s.f.1,680 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,680 s.f.1,680 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.LOT, BLOCK:LOT SIZE:Lot 15, Block 1Lot 16, Block 1Lot 17, Block 1Lot 18, Block 1Lot 19, Block 1Lot 20, Block 1Lot 21, Block 1Lot 22, Block 1Lot 23, Block 1Lot 24, Block 1Lot 25, Block 1Lot 26, Block 11,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,680 s.f.1,680 s.f.1,980 s.f.276,508.7 s.f.129,370 s.f. 25' Front Building Setback30' Rear Building Setback30' Rear Building Setback 25' F r o n t B u i l d i n g S e t b a c k 30' S i d e B u i l d i n g Set b a c k 30' Rear Building Setback 30' S i d e B u i l d i n g S e t b a c k 12345678B L O C K 19101112131415161718192021222324262525252525FILTRATION BASIN 2STORAGE = 43,556 C.F.BOTTOM = 892.5100-YR HWL = 894.49FILTRATION BASIN 2STORAGE = 43,556 C.F.BOTTOM = 892.5100-YR HWL = 894.492550N01°58'04"E 608.59 104.09N89°48'35"EN89°48'35"E 626.46N5 0 ° 3 6 ' 5 3 "E 8 0 9 . 9 9 N00°02'51"W 511.90 79.75 S00°24'14"E S65°00'06"E 171.45L=601.29R=7489.44Δ=4°36'00"S69°36'06"E66.01EMEdge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Delineated WetlandDelineated WetlandDelineated WetlandWetla n d B u f f e r Wetla n d S e t b a c k W e t l a n d B u f f e r W e t l a n d S e t b a c k 252025202520CABXLTCABXL=124.14R=280.00Δ=25°24'08"FD MNDOT MONXXXX4 F T . H I G H C H A I N L I N K F E N C E CITY OF ELK RIVERMONUMENT/SIGN9'20' 24' 20' 32' 4.33'R64.00'R 2 8 . 0 0 'R3.5TYP.R3.50 'R10.0TYP.R15.0TYP.24. 0 C7.26B618 CURB& GUTTERC7.26SURMOUNTABLECURB & GUTTERC7.26SURMOUNTABLECURB & GUTTERC7.26B612 CURB& GUTTER16'"NO LEFT TURN"SIGN"WRONG WAY"SIGNR15.0TYP. 6.00'R=15.0R45.0R35.0TYP.R100.00'50.0EASEMENT24.0ENTRANCE MOMUMENT (BROADWAY ON TEN)CONCRETE SIDEWALKACCESS TO BE CLOSED,BUT UTILIZED DURINGCONSTRUCTIONPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUP28 APR 202120 MAY 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPMay 20, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510NORTH060120C201CHU002.DWGSITEPLANC2.146569ea.ea.ea.Accessible Stalls Standard Stalls Provided Parking:Total Parking Stalls Provided(9x20)(9x20)ImperviousPerviousTotal451,954121,322330,632s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:451,9540451,954s.f.s.f.s.f.10.372.787.5910.37010.37Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies betweenthe drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on thesedrawings, and the digital file, shall be compared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to back of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch widewhite painted stripes 18 inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.2.3.4.5.6.7.GENERAL NOTESPARKING SUMMARYAREA SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%26.8%73.2%100.0%0.0%100.0%ac.ac.ac.ac.ac.ac.LEGENDGreen SpaceThe Property is Zoned PUD (Planned Unit Development)Building Setback Information is as follows:Townhomes:Apartment:Front= 25 ft. From CurbFront= 25 ft.Rear= 30 ft. Rear= 30 ft.Side Street= 30 ft.Side Street= 30 ft.Between Bldgs= 10 ft.Parking & Drive Aisle Setback = 10 ft.ZONING AND SETBACK SUMMARYWetland Buffer SignLOT AREA TABLEWetland ImpactsLOT, BLOCK:LOT SIZE:Lot 1, Block 1Lot 2, Block 1Lot 3, Block 1Lot 4, Block 1Lot 5, Block 1Lot 6, Block 1Lot 7, Block 1Lot 8, Block 1Lot 9, Block 1Lot 10, Block 1Lot 11, Block 1Lot 12, Block 1Lot 13, Block 1Lot 14, Block 11,980 s.f.1,680 s.f.1,680 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,680 s.f.1,680 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.LOT, BLOCK:LOT SIZE:Lot 15, Block 1Lot 16, Block 1Lot 17, Block 1Lot 18, Block 1Lot 19, Block 1Lot 20, Block 1Lot 21, Block 1Lot 22, Block 1Lot 23, Block 1Lot 24, Block 1Lot 25, Block 1Lot 26, Block 11,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,680 s.f.1,680 s.f.1,980 s.f.276,508.7 s.f.129,370 s.f. 50 RE=893.18SSMHIE=883.75Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Delineated WetlandDelineated WetlandDelineated WetlandWetla n d B u f f e r W e t l a n d B u f f e r 252525>>>IIIIIIIIIIIIII>>>>>>I I I I III>CABXLT8" PVCCABXSSMHRE=891.18XXXXX4 F T . H I G H C H A I N L I N K F E N C E8" DIPSAN. STUBIE 884.2±WM STUBIE 881.7±WM STUBIE 885.8±>>>>>>>>>>>>>94.5EOFEOF EOF 94.5 EOFEOF97.6123456789101112131415161718192021222324(1) QUEL(1) ULMP(1) QURU(1) ACXF(1) CEOC(1) QUBI(2) ACXF(1) ACRU(2) PMAC(1) ACXF(1) AGAB(1) QUBI(1) CEOC(3) MAPS(1) AGAB(3) MAPS(1) ULMP(1) AGAB(1) ACRU(1) CASP(2) AGAB(1) QUBI(1) QUEL(1) AGAB(1) ULMP(1) AGAB(1) CASP(1) AGAB(1) BENI(3) CASP(4) PIST(1) QWRP(1) QURU(1) CASP(2) QWRP(1) CEOC(1) ACXF(1) QUEL(1) AFAM(1) PMAC(3) QWRP(1) COAL(1) ACXF(3) AFAM(3) QWRP(1) ACRU(1) ACXF(1) QWRP(1) AFAM(3) ACXF(3) AFAM(1) QUEL(1) QUEL(1) ACXF(1) ACXF(1) ACRU(1) QURU(1) QWRP(1) QWRP(3) AFAM(1) QWRP(3) AFAM(1) ACRU(1) AFAM(1) BENI(1) BENI(2) BENI(3) ACRU(3) BENI(1) ACXF(3) AFAM(1) QUBI(3) PMAC(4) PIDE(2) CASP(2) PIST(3) PIAB(3) ABCO(3) PIAB(2) ABCO(1) ACXF(1) ACXF4CONIFEROUS TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.ABCO5Abies concolorWhite Fir40`H x 20`W6` Ht.B&BPIAB6Picea abiesNorway Spruce50`H x 30`W6` Ht.B&BPIDE4Picea glauca `Densata`Black Hills Spruce45`H x 20`W8` Ht.B&BPIST6Pinus strobusEastern White Pine65`H x 30`W6` Ht.B&BORNAMENTAL TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.AGAB8Amelanchier x grandiflora `Autumn Brilliance``Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB&BCOAL1Cornus alternifoliaPagoda Dogwood20`H x 25`W1.5"CalB&BMAPS6Malus x `Pink Spires`Pink Spires Crabapple20`H x 12`W1.5"CalB&BPMAC6Prunus maackiiAmur Chokecherry25`H x 20`W1.5"CalB&BOVERSTORY TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.ACRU8Acer rubrumRed Maple55`H x 40`W2.5" Cal.B&BAFAM18Acer x freemanii 'Armstrong'Armstrong Freeman Maple60`H x 20`W2.5" Cal.B&BACXF15Acer x freemanii `Sienna`Sienna Glen Maple60`H x 40`W2.5"CalB&BBENI8Betula nigraRiver Birch Multi-Trunk60`H x 50`W6` CLUMPB&BCASP8Catalpa speciosaNorthern Catalpa60`H x 40`W2.5"CalB&BCEOC3Celtis occidentalisCommon Hackberry50`H x 50`W2.5"CalB&BQUBI4Quercus bicolorSwamp White Oak55`H x 55`W2.5"CalB&BQUEL5Quercus ellipsoidalisNorthern Pin Oak60`H x 50`W2.5"CalB&BQURU3Quercus rubraRed Oak55`H x 55`W2.5"CalB&BQWRP14Quercus x warei 'Long' TMRegal Prince Oak50`H x 25`W2.5" Cal.B&BULMP3Ulmus americana `Princeton`American Elm80`H x 60`W2.5"CalB&BPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUP28 APR 202120 MAY 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPMay 20, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510L201CHU001.DWGLANDSCAPE PLANL2.1NORTH050100Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. For discrepancybetween the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.Contractor's shall place plants according to layout with proper spacing.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 4 inches of topsoil and seed all turf areas disturbed by Construction.See Details for depth of planting soil.Seed mixture (BWSR Mesic Short Urban South and West) as defined by the MN Board of Water and Soil Resources. Native Seeds shall be of Minnesota origin and certified by theMinnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control.Landscape Contractor shall follow seeding methods, seeding installation, and site preparation as per the MNDOT Seeding Manual 2014.Contractor shall guarantee all trees for mitigation and any necessary replacements for one full growing season. The guarantee period shall start following planting of the last mitigation tree.Contractor is also responsible for any city inspection requirements and guarantee periods.Wetland buffer signs shall be installed and maintained at each lot line where it crosses a wetland buffer strip and at 200-foot intervals along the edge of the wetland buffer strip.All disturbed areas in the wetland buffers must be restored with native vegetation, and restoration must be maintained and replanted as needed for a duration of not less than the first twofull growing seasons after planting.2.3.4.5.6.7.8.9.10.11.12.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.13(Typ)Wetland BufferL7.12Coniferous TreePlanting (Typ.)L7.11Deciduous Tree Planting (Typ.)L7.13Wetland BufferMonument SignLEGENDWetland Monument SignPLANTING SCHEDULE - TREESWetland Buffer SetbackBWSR Pilot Seed Mix: Low Diversity Buffer General13.67 lbs/acWetland BoundaryWetland BufferWetland Buffer SetbackWetland BoundaryMnDOT Seed Mix 25-131Seed at rate of 220.0 lbs/acreLANDSCAPE REQUIREMENTSGeneralThe number of trees shall not be less than three plus the perimeter ofthe project area as measured in feet, divided by 40.50% should be Overstory Trees25% should be Ornamental Trees25% should be Coniferous TreesSite Perimeter = 3,164 FtRequired Trees = 82Required Overstory = 41Required Ornamental = 21Required Coniferous = 21BWSR Pilot Seed Mix: Mesic Short Urban South and West45.95 lbs/acreBWSR #33-262 Dry Swale / Pond44.00 lbs/acreR3 Townhome District1 Boulevard Tree per lot1 Yard Tree per lotMinimum 5 Shrubs per dwelling unitTotal Units = 24Total Trees Required = 48Total Shrubs Required = 120Provided Trees = 82Provided Overstory = 41Provided Ornamental = 21Provided Coniferous = 21Total Trees Provided = 48Total Shrubs Provided = 130L2.32Enlarged Plan 3L2.31Enlarged Plan 2L2.2Enlarged Plan 1Seed mixes are not currently represented on the plans but willbe provided around stormwater ponds and wetlands. 123456724(3) TAME(1) PPSD(1) CSFA(10) TAME(1) CSFA(1) HYBO(1) TOYR(2) TAME(1) HYBO(1) TOBJ(1) RIAL(2) TAME(1) PPSD(1) TAME(2) ROJC(1) HYBO(1) HYBO(1) HYPL(1) RPJM(3) TAME(1) RPJM(1) HYBO(1) TOYR(2) TAMESHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZECONTAINERCSFA8Cornus sericea 'Farrow' TMArctic Fire Red Twig Dogwood5`H x 3`W#1PotHYBO12Hydrangea paniculata 'ILVOBO' TMBobo Panicle Hydrangea3`H x 4`W#1PotHYPL6Hydrangea paniculata 'Limelight' (tree form)Limelight Panicle Hydrangea (tree form)10`H x 5`WPPSD5Picea pungens 'Sester Dwarf'Sester Dwarf Blue Spruce10`H x 5`W#1PotRPJM5Rhododendron x 'P.J.M.'PJM Rhododendron5`H x 5`W#1PotRIAL5Ribes alpinumAlpine Currant5`H x 5`W#1PotROJC17Rosa x 'Julia Child'Julia Child Rose3`H x 3`W#1PotTAME61Taxus x media 'Everlow'Everlow Anglo-Japanese Yew3`H x 5`W#1PotTOBJ4Thuja occidentalis 'BailJohn' TMTechnito Globe Arborvitae6`H x 3`W#1PotTOHO2Thuja occidentalis 'Holmstrup'Holmstrup Arborvitae10`H x 4`W#1PotTOYR5Thuja occidentalis 'Yellow Ribbon'Yellow Ribbon Arborvitae8`H x 3`W#1PotPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUP28 APR 202120 MAY 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPMay 20, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510L202CHU001.DWGLANDSCAPE PLANENLARGED 1L2.2NORTH01020L7.14Shrub BedPlanting (Typ.)PLANTING SCHEDULE - ALL SHRUBS (1) HYPL(2) TAME(2) ROJC(1) RIAL(2) HYBO(2) TAME(1) TOYR(1) HYBO(2) TAME(1) PPSD(1) RPJM(1) RPJM(2) TAME(1) TOHO(1) HYBO(1) RIAL(1) TAME(2) ROJC(1) HYBO(1) TOBJ(1) CSFA(3) TAME(1) HYPL(8) TAME(2) HYPL1617181920212223(10) TAME(1) PPSD(5) ROJC(1) TAME(1) CSFA(1) TOYR(1) HYBO(1) TOYR(2) ROJC(1) HYPL(2) TAME(1) CSFA(2) ROJC(2) RIAL(1) RIAL(1) TAME(1) PPSD(2) ROJC(1) HYBO(1) TOBJ(2) CSFA(1) TOBJ(1) RPJM(1) TOHO(2) TAME(1) CSFA(2) TAME89101112131415SHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZECONTAINERCSFA8Cornus sericea 'Farrow' TMArctic Fire Red Twig Dogwood5`H x 3`W#1PotHYBO12Hydrangea paniculata 'ILVOBO' TMBobo Panicle Hydrangea3`H x 4`W#1PotHYPL6Hydrangea paniculata 'Limelight' (tree form)Limelight Panicle Hydrangea (tree form)10`H x 5`WPPSD5Picea pungens 'Sester Dwarf'Sester Dwarf Blue Spruce10`H x 5`W#1PotRPJM5Rhododendron x 'P.J.M.'PJM Rhododendron5`H x 5`W#1PotRIAL5Ribes alpinumAlpine Currant5`H x 5`W#1PotROJC17Rosa x 'Julia Child'Julia Child Rose3`H x 3`W#1PotTAME61Taxus x media 'Everlow'Everlow Anglo-Japanese Yew3`H x 5`W#1PotTOBJ4Thuja occidentalis 'BailJohn' TMTechnito Globe Arborvitae6`H x 3`W#1PotTOHO2Thuja occidentalis 'Holmstrup'Holmstrup Arborvitae10`H x 4`W#1PotTOYR5Thuja occidentalis 'Yellow Ribbon'Yellow Ribbon Arborvitae8`H x 3`W#1PotPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUP28 APR 202120 MAY 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPMay 20, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510L203CHU001.DWGLANDSCAPE PLANENLARGED 2 AND 3L2.3NORTH01020(Typ)L7.14Shrub BedPlanting (Typ.)L7.14Shrub BedPlanting (Typ.)PLANTING SCHEDULE - ALL SHRUBSENLARGED PLAN 21ENLARGED PLAN 32 PRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUP28 APR 202120 MAY 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPMay 20, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510L701CHU001.DWGLANDSCAPEDETAILSL7.1TREE SHALL BE PLANTED WITH ROOT FLARE EVENWITH SOIL LINE OR FIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BECOVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAINAPPROPRIATE DEPTH.DOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)VARIES AREA DUG FOR PLANTING2x-3x DIA. OF SOIL BALL24" MIN SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING2" X 2" X 24" WOOD STAKE SET AT ANGLEPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS)CUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL.CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)FLAGGING: ONE (1) PER WIRE8' STEEL STAKE.PLACE TWO (2) INCHESFROM ROOT BALL.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BEUTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIODAS DEFINED ON PLANS AND/OR SPECIFICATIONS.NOTES:CONIFEROUS TREE PLANTINGEXISTING SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLEXISTING SOIL LOOSENEDFOUR (4") INCHES SHREDDED HARDWOOD MULCHSUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLAREA DUG FOR PLANTING2-3x DIA. OF SOIL BALLSCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGCUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3(MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)FROM TOP OF ROOTBALL.2" X 2" X 24" WOOD STAKE SET AT ANGLEEXISTING SOIL LOOSENEDPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIESINSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TOBE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEEPERIOD. SEE SPECIFICATIONS.FLAGGING: ONE (1) FLAG PER WIREDOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE ORFIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT ITMAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDEDTO MAINTAIN APPROPRIATE DEPTH.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)NOTES:8' STEEL STAKE.PLACE WITHINTWO (2) INCHESOF ROOT BALL.DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES SHREDDED HARDWOOD MULCHTREE SHALL HAVE PROTECTIVE TREE WRAP TO FIRST BRANCH14" CARPENTER MESH. FORM A 6" DIAMETER CYLINDER FROM GRADETO FIRST BRANCH. SECURE CYLINDER WITH BLACK ZIP TIES OR 24GAUGE WIRE, AT TOP AND BOTTOM AND TWO EQUALLY SPACED INTHE MIDDLE. DO NOT TIE TO TREE. NO STAKING.AS REQUIRED3' MINWETLAND BUFFER SIGNAGENOTE:SIGNAGE SHALL MEET ALL THEREQUIREMENTS OF THE CITYOF ELK RIVERARTWORK AND VERBIAGE ON SIGNWILL FACE AWAY FROM WETLANDVERBIAGE WILL CONFORM WITH THEREQUIREMENTS OF THE CITY OF ELKRIVER AS FOLLOWS:"WETLAND BUFFER: UNDER THE CITYCODE, NO MOWING, CLEARING ORREMOVAL OF VEGETATION IN THEBUFFER AREA IS ALLOWED. CALL THECITY OF ELK RIVER FOR MOREINFORMATION."3" CHANNEL POST,ENAMEL-COATEDGREEN, OR ASREQUIREDCHANNEL POST EMBEDDED MINIMUM 3' IN GROUNDWETLANDBUFFERSIGNARTWORKHEREAS REQUIRED BOLT SIGNAGE TOPOST WITHGALVANIZED LAGBOLTS, OR ASREQUIREDNO SCALENO SCALENO SCALE321FINISHED GRADETOP OF ROOT MASS SHALL BE LEVEL WITHFINISHED GRADENO SCALESHRUB BED PLANTINGCREATE SAUCER AROUND PLANTWITH PLANTING SOILREFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVEROUTSIDE PLANTING BEDBACKFILL WITH PLANTING SOIL THAT ISTHOROUGHLY TILLED AND LOOSENED. (SEEPLANS)6"SHRUBS (TYP)SCARIFY BOTTOM AND SIDESOF HOLE PRIOR TO PLANTING.FOUR (4) INCH HIGH SOIL BERM CONSTRUCTEDAROUND ENTIRE ROOT BALL. BERM SHALL BEGINAT ROOT BALL EDGE.IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY ASPOSSIBLE WITHOUT DESTROYING SOIL MASS.NOTES:PLANT MATERIAL SHALL NOT BE PLACED CLOSERTHAN ONE (1') FOOT FROM EDGE OF PLANTINGBED.DIG SHRUB PLANTING PIT ASCLOSE TO 3X THE WIDESTDIMENSION OF ROOT BALLAS PLANT SPACING PERMITSSPACING VARIES(SEE PLANS)PLANTING SOIL (SEE PLANS)EXISTING SUBGRADESHRUB ROOT BALL SITS ON EXISTING ORRECOMPACTED SUBGRADE.PLACE PLANTS AS SHOWN ON PLANEDGING4" DOUBLE SHREDDED HARDWOOD MULCHSPACINGVARIES(SEEPLANS)4 191313253546970ELECELEVTRASHH20MAINT.PARKING - 91 CARS180'-8"265'-10"3'-0"334'-10"18'-0"18'-0" 33'-0"3'-0"33'-0"3'-0" 72'-0" 3'-0"249'-8"3'-0"18'-0"30'-0"18'-0"3'-0"66'-0"20'-4"25'-4"20'-2"28'-4"28'-4"28'-4"28'-4"28'-4"28'-4"28'-4"28'-4"28'-4"1'-0"10'-0"20'-4"25'-4"20'-0"28'-4"28'-4"28'-4"28'-4"28'-4"28'-4"1'-0"10'-0"4'-0"28'-4"28'-4"28'-4"28'-4"24'-0"28'-4"1'-0"10'-0"4'-2"28'-4"28'-4"28'-4"28'-4"28'-4"28'-4"28'-4"24'-0"28'-4"10'-0"1'-0"2'-4"25'-4"2'-4"10'-0"10'-0"10'-0"6'-4"12'-8"17'-4"17'-4"18'-8"10'-8"18'-8"13'-4"18'-8"16'-8"17'-0"9'-8"11'-6"19'-0"14'-0"18'-8"10'-8"18'-8"13'-4"37'-4"17'-8"19'-0"14'-0"18'-8"16'-8"16'-8"10'-0"2'-4"25'-4"2'-4" 30'-0"4'-1"6'-1"17'-0"14'-0"17'-4"10'-8"18'-8"13'-4"37'-4"6'-8"17'-4"6'-8"37'-4"14'-0"19'-0"18'-4"19'-0"18'-4"16'-8"10'-0"4'-1"16'-11"19'-0"11'-0"19'-0"14'-0"37'-4"17'-8"19'-0"18'-4"19'-0"14'-8"16'-8"10'-0"08163264 FEETA R C H I T E C T U R E 1A2C2C2A1B2A1A2A2A2A1B1A1B1A1ACOMMUNITYROOM2C2COFFICE0A1C1D1B1A1F2A1A1C1D1FLOBBYWORKRMFITNESSCENTERVEST.ELEVTRASHMAILTENANTSTORAGEWMPATIOPLAYSTRUCTUREPARKING - 71 CARSDROP-OFFBOCCE BALLCOURTGASGRILLS32132110'-0"34'-0"9'-4"25'-4"36'-0"25'-4"34'-4"6'-4"180'-8"37'-10"36'-0"25'-4"25'-4"25'-4"37'-4"25'-4"9'-4"34'-0"10'-0"265'-10"3'-0"34'-10"34'-4"25'-4"25'-4"25'-4"17'-4"25'-4"25'-4"37'-4"37'-4"34'-0"10'-0"334'-10"18'-0"3'-9"11'-3"18'-0"11'-3"3'-9"3'-9" 33'-0"3'-0"33'-0"3'-0" 72'-0" 3'-0"40'-0"37'-4"25'-4"25'-4"37'-4"37'-4"34'-0"10'-0"249'-8"3'-0"18'-0"30'-0"18'-0"3'-0"66'-0"08163264 FEETA R C H I T E C T U R E 1A2C2C2A1A2A1A2A2A2A1A1A1A1A1A2D2C2C2B0A1C1D1A1A1F2A1A1C1D1FELEVTRASHTENANTSTORAGE10'-0"34'-0"9'-4"25'-4"36'-0"25'-4"34'-4"6'-4"180'-8"37'-10"36'-0"25'-4"25'-4"25'-4"37'-4"25'-4"9'-4"34'-0"10'-0"265'-10"3'-0"34'-10"34'-4"25'-4"25'-4"25'-4"17'-4"25'-4"25'-4"37'-4"37'-4"34'-0"10'-0"334'-10"18'-0"3'-9"11'-3"18'-0"11'-3"3'-9"3'-9" 33'-0"3'-0"33'-0"3'-0" 72'-0" 3'-0"40'-0"37'-4"25'-4"25'-4"37'-4"37'-4"34'-0"10'-0"249'-8"3'-0"18'-0"30'-0"18'-0"3'-0"66'-0"08163264 FEETA R C H I T E C T U R E 1A2C2C2A1A2A1A2A2A2A1A1A1A1A1A2D2C2C2B0A1C1D1A1A1F2A1A1C1D1FELEVTRASHTENANTSTORAGE10'-0"34'-0"9'-4"25'-4"36'-0"25'-4"34'-4"6'-4"180'-8"37'-10"36'-0"25'-4"25'-4"25'-4"37'-4"25'-4"9'-4"34'-0"10'-0"265'-10"3'-0"34'-10"34'-4"25'-4"25'-4"25'-4"17'-4"25'-4"25'-4"37'-4"37'-4"34'-0"10'-0"334'-10"18'-0"3'-9"11'-3"18'-0"11'-3"3'-9"3'-9" 33'-0"3'-0"33'-0"3'-0" 72'-0" 3'-0"40'-0"37'-4"25'-4"25'-4"37'-4"37'-4"34'-0"10'-0"249'-8"3'-0"18'-0"30'-0"18'-0"3'-0"66'-0"08163264 FEETA R C H I T E C T U R E 4:12 4:12 4:12 4:124:124:12 4:12 4:124:124:124:12 4:124:128:128:128:128:128:128:128:128:128:128:12 8:128:128:128:128:128:128:128:128:128:12 8:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:128:1208163264 FEETA R C H I T E C T U R E NORTH ELEVATIONS1GNAGEEAST ELEVATIONS1GNAGESOUTH ELEVATIONWEST ELEVATIONTOP OF SUBFLOOR111'-3 38"TOP OF PC100'-0"TOP OF SUBFLOOR122'-5 14"TRUSS BEARING131-6 38"TOP OF SLAB AT WALL89'-8"TOP OF SUBFLOOR111'-3 38"TOP OF PC100'-0"TOP OF SUBFLOOR122'-5 14"TOP OF SLAB AT WALL89'-8"TOP OF SUBFLOOR111'-3 38"TOP OF PC100'-0"TOP OF SUBFLOOR122'-5 14"TOP OF SLAB AT WALL89'-8"TOP OF SUBFLOOR111'-3 38"TOP OF PC100'-0"TOP OF SUBFLOOR122'-5 14"TOP OF SLAB AT WALL89'-8"TOP OF SLAB AT DOOR89'-4"TRUSS BEARING131-6 38"TRUSS BEARING131-6 38"TRUSS BEARING131-6 38"A R C H I T E C T U R E EAST ELEVATIONS1GNAGE64TOP OF SUBFLOOR111'-3 38"TOP OF PC100'-0"TOP OF SUBFLOOR122'-5 14"TOP OF SLAB AT WALL89'-8"TRUSS BEARING131-6 38"A R C H I T E C T U R ETOP OF SUBFLOOR111'-3 38"TOP OF PC100'-0"TOP OF SUBFLOOR122'-5 14"TRUSS BEARING131-6 38"PARTIAL EAST ELEVATIONPARTIAL WEST ELEVATIONMETAL LOUVERASPHALT SHINGLESVINYL SINGLE HUNG WINDOWW/ LOW E INSULATING GLASSCABLE HUNG ALUMINUM DECKPAINTED LP PANELSVINYL LAP SIDINGMETAL TRIMTHIN BRICKVENEEROVERHEADSECTIONALDOOR 08163264 FEET20'-0"35'-0"2'-0"57'-0"28'-0"28'-0"28'-0"28'-0" 112'-0" 6'-4"21'-8"21'-8"6'-4"6'-4"21'-8"21'-8"6'-4" 28'-0"28'-0" 56'-0" 6'-4"21'-8"21'-8"6'-4"A R C H I T E C T U R ELOWER LEVELMAIN LEVELUPPER LEVELDUPLEXQUADRUPLEX FRONT ELEVATIONSREAR ELEVATIONSREAR ELEVATIONSWALK-OUTDUPLEXQUADRUPLEX081632SIDE ELEVATION -WALKOUTSIDE ELEVATION64 FEETA R C H I T E C T U R EDETAILED FRONT ELEVATIONDETAILED REAR ELEVATIONASPHALT SHINGLESMETAL TRIMVINYL LAP SIDINGCABLE HUNGALUMINUM DECKTHIN BRICK VENEERVINYL SINGLE HUNG WINDOWW/ LOW-E INSULATING GLASS Phone: 763.635.1000 www.ElkRiverMN.gov May 7, 2021 Landform Kevin Shay 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 RE: Conditional Use Permit and Preliminary Plat – Broadway on 10 Dear Mr. Shay, Thank you for your applications for a Conditional Use Permit (CUP) and Preliminary Plat to develop a multi-family residential project. I will be reviewing your application and preparing the staff report for the Planning Commission and City Council. On April 26, 2021, the city received your application for the above use. Per state statute 15.99, the city is required to act within 60-days of receiving a complete application. Subdivision 3 of that section requires the city to notify an applicant within 15 business days if information is missing, delaying the start of the 60-day review period. A city may extend the 60-day review period up to 120 days to complete the review. With the receipt of the additional materials on April 28, 2021, your applications have been deemed complete, and the 60-day review period starts. The application has been assigned Case Numbers CU 21-10 and P 21-05 and is scheduled to be reviewed by the Planning Commission on May 25, 2021, at 6:30 p.m. at the Elk River City Hall, 13065 Orono Parkway. With a Planning Commission recommendation on that date, the City Council will review your application on June 7, 2021. Staff conducted a thorough site plan review on April 3, 2021, and has the following comment. 1. Provide a fire apparatus turning movement diagram to verify fire department access. 2. Developer will need to coordinate relocation of the overhead Connexus power line prior to developing the townhome product. 3. Provide a landscaping plan for the townhome product. Use the following standards as a basis for the plan: https://library.municode.com/mn/elk_river/codes/code_of_ordinances?nodeId=COOR_ CH30LADERE_ARTVIZO_DIV6REDI_SDIINGE_S30-994TODI 4. Parking standards are not met, staff notes the parking outline in the plan set and will discuss with the Planning Commission. Approval of the deviation will be noted in the PUD agreement. 5. Submit a lighting plan for review. 6. Extend sidewalk from Yankton to the west along Business Center Dr to west property line. VIA EMAIL: kshay@landform.net 7. Replace 12” CMP with 12” RCP across Business Center Dr. 8. Stormwater management needs to meet NPDES and city stormwater ordinance. 9. Filtration basin 2 would be city owned and requires access for maintenance. Other basins will be privately owned and maintained. 10. Ensure all EOF elevations are correct. Basin 1 appears to be a typo. 11. Freeboards between EOFs and low floors must be at minimum 1 foot. 12. Add catch basins just outside of private street entrance to gather storm water for treatment on site. 13. Grades must be less than or equal to 3:1. 14. Wetland delineation approved in 2020 and shown on site plan. Road extension on north shown as wetland impacts. Wetland impacts have not yet been applied for or reviewed by the TEP via Wetland Conservation Act (WCA) requirement. All structures must meet the 45’ wetland setback and this area should be within a D&U easement (at least first 25’ setback). Currently only wetland boundary is within D&U. Stormwater ponds may not be located within delineated wetlands. 15. There are two dead end watermains shown in the utility plan: one in the parking lot circle and another in the cul-de-sac; no dead-end mains shall be constructed, all watermains shall be looped. If we need additional information, we will let you know. Let me know if you have any questions. Sincerely, Zack Carlton, Planning Manager Ph: 763.635.1035 zcarlton@ElkRiverMN.gov 1 | P a g e B r o a d w a y o n 1 0 R e s i d e n t i a l , E l k R i v e r June 17, 2021 To: Todd Olin, Landform From: Vernon Swing, PE Re: Trip Generation and Distribution Study Broadway on 10 Residential Development Elk River, MN Per your request, Swing Traffic Solutions, LLC has conducted a trip generation and distribution analysis for the proposed Broadway on 10 Residential Development in Elk River, MN. The proposed development will include 91 Mid-rise apartment units and 24 townhome units. The site is adjacent to TH 10 and is located to immediately to the west of the Bee Hive Assisted Living of Elk River development, and north of the West Oaks neighborhood. The site will include two accesses, one from a new extension to the east of the TH 10 frontage road originating at 146th Street, and one via Yankton Street SW through the West Oaks development. (See attached site plan figure.) This memorandum documents the anticipated site generated traffic and anticipated distribution of the site generated traffic based on travel time models. Trip Generation The trip generation for the proposed residential development has been estimated based on the methodology described by the Institute of Transportation Engineers (ITE) in Trip Generation, 10th Edition. The Mid-Rise Multi-Family building correspond to ITE Land Use Code 221, and the townhomes correspond to ITE Land Use Code 220. Table 1 summarizes the findings. Table 1 Trip Generation Land Use Daily AM Peak Hour PM Peak Hour Enter Exit Enter Exit Mid-Rise Multi-Family (91) 495 Trips 9 Trips 24 Trips 24 Trips 16 Trips Townhomes (24) 176 Trips 3 Trips 9 Trips 10 Trips 7 Trips TOTAL 671 Trips 12 Trips 33 Trips 34 Trips 23 Trips As shown in Table 1, the site is estimated to generates 12 entering and 33 exiting trips during the morning traffic peak, 34 entering and 23 exiting trips during the afternoon traffic peak hour. Review of the City’s Comprehensive Plan as well as MnDOT’s corridor plans indicates 70 percent of the trips generated by developments in Elk River will originate from and be destined to other communities, and 30 percent will originate and be destined to sites in Elk River. To determine the path these two trip types take, a review of travel times from Google Maps was undertaken. In both case whether staying 2 | P a g e B r o a d w a y o n 1 0 R e s i d e n t i a l , E l k R i v e r within Elk River or destined to locations such as the Target Center or the City of St Cloud, it is evident that taking the frontage road to 146th Street and TH 10 then driving to a destination is 2 to 3 minutes faster than driving on Yankton Street SW to Waco Street SW then to either TH 10 or Mississippi NW. To provide a very conservative estimate of traffic distribution it is assumed that half of the local trips (those staying within Elk River) would choose to drive to their destination without traveling on TH 10. In other words, 15 percent (higher than likely to occur) of the site generated traffic would travel through the West Oaks neighborhood, and 85 percent would utilize the frontage road to reach TH 10 via 146th Street. Traffic to/from the proposed development during the Peak times will be distributed to the site as follows: Entering the site – 10 trips will enter via the frontage access access, and 2 trips will enter via Yankton Street SW access during the AM Traffic Peak; and 29 trips will enter the site via the frontage road access, and 5 trips will enter the site via the Yankton Street SW access in the PM Traffic Peak. Exiting the site – 28 trips will exit via the frontage road access, and 5 trips will exit via Yankton Street SW during the AM Traffic Peak time; and 20 trips will exit via the frontage road access, and 3 trips will exit via Yankton Street SW during the PM Traffic Peak time. To put this in perspective the existing neighborhood West Oaks Development, including the Assisted Living site, generates 76 trips during the AM peak hour and 104 trips during the PM peak hour. This translates to approximately one trip every 47 seconds during the AM peak hour and one trip every 35 seconds during the PM peak hour. The proposed development conservatively will add 7 trips (less than ten percent of the existing neighborhood traffic) during the AM peak hour or one trip every 8.5 minutes; and 8 trips (less than eight percent of the existing neighborhood) during the PM peak hour or one trip every 7.5 minutes. This level of increase will not be noticed or affect the livability of the neighborhood. Further, the development of Broadway on 10 Residential and the connection to the frontage road will likely result in at least 30 percent of the West Oaks traffic diverting to the frontage road as it will take less time to reach their destinations, reducing the total traffic that will travel through the neighborhood. It is noted, per Minnesota State Aid Standards two lane roads have the capacity to carry 10,000 vehicles a day or 1,000 trips during the peak hour, before improvements such as designated left and right turn lanes at intersections are needed to improve the operations. Similarly, neighborhood collector streets often carry 400-500 trips during the peak traffic times without adversely impacting driver delays. The existing conditions are not close to these numbers, and the addition of Broadway on 10 traffic will not impact driver delay or roadway operations. In conclusion, the development peak demand occurring during the AM and PM Peak traffic hours will not adversely impact the West Oaks neighborhood or other current traffic conditions in the vicinity of the site. The site will function well as proposed. Please contact Vernon Swing at vswingtraffic@gmail.com or 612-968-4142 with any questions. 3 | P a g e B r o a d w a y o n 1 0 R e s i d e n t i a l , E l k R i v e r Site Plan Memorandum To: Zack Carlton, Planning Manager From: Justin Femrite, P.E., Public Works Director/Chief Engineer Date: June 17, 2021 Subject: Review of Trip Generation Study – Broadway on 10 Residential Development We are in receipt of the final Trip Generation and Distribution Study completed by Swing Traffic Solutions for the Broadway on 10 Residential Development dated June 17, 2021. We have also reviewed the concerns raised by the public during the Planning Commission hearing for the project. While there are varying opinions surrounding the project, the Trip Generation Study combines review of the proposed project with engineering standards for traffic trips and distributions. Its projections further include social behaviors surrounding most driver’s preference of time savings. A 2-lane roadway has carrying capacities of 1,000 vehicles per peak hour was referenced in the study. Certainly, this volume would exceed a ‘livable’ standard for the residents who enter and exit directly off that roadway. As a rule of thumb, a roadway can carry about 150-175 vehicles per hour (peak hour) without severely impacting its livability. Based on the proposed additional peak hour trips of the new development, combined with the existing peak hour trips, the volumes on the off-site connecting streets (Yankton and 146th Street) are maintained in a ‘livable’ range. Even if the study had said 85% of the new peak hour trips would be forced the other direction (say into West Oaks) the max peak hours counts would be estimated at 108 (existing) + 45 (new) = 153 vehicles per hour. Crash Summary HWY 10 - Waco St to Joplin St Report Version 1.0 February 2020 Crash Severity/Crash Year Crash Severity Total 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 1 0 0 0 0 0 0 0 0 1 0 0 B - Minor Injury 4 0 0 0 0 0 1 0 3 0 0 0 C - Possible Injury 12 1 3 1 2 0 0 2 1 1 1 0 N - Prop Dmg Only 50 6 5 11 6 3 1 4 6 6 2 0 U - Unknown 0 0 0 0 0 0 0 0 0 0 0 0 Total 67 7 8 12 8 3 2 6 10 8 3 0 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 1 0 0 1 0 B - Minor Injury 4 0 0 2 2 C - Possible Injury 12 0 0 11 1 N - Prop Dmg Only 50 0 10 35 5 U - Unknown 0 0 0 0 0 Total 67 0 10 49 8 Basic Type Summary Total % Pedestrian 0 0.0 Bike 0 0.0 Single Vehicle Run Off Road 8 11.9 Single Vehicle Other 2 3.0 Sideswipe Same Direction 7 10.4 Sideswipe Opposing 1 1.5 Rear End 37 55.2 Head On 0 0.0 Left Turn 2 3.0 Angle 9 13.4 Other 1 1.5 Total 67 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 57 85.1 Parked Motor Vehicle 0 0.0 Train 0 0.0 Deer/Animal 2 3.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 6 9.0 Non-Collision Harmful Events 2 3.0 Non-Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 67 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 21 31.3 Four-Way Intersection 36 53.7 T or Y Intersection 0 0.0 Five-Way Intersection or More 2 3.0 Roundabout 0 0.0 Intersection Related 5 7.5 Driveway Access Related 1 1.5 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 2 3.0 Total 67 100.0 Weather 1 Summary Total % Clear 35 52.2 Cloudy 25 37.3 Rain 1 1.5 Snow 4 6.0 Sleet, Hail (Freezing Rain/Drizzle)2 3.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 0 0.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 67 100.0 Light Condition Summary Total % Daylight 50 74.6 Sunrise 1 1.5 Sunset 4 6.0 Dark (Str Lights On)7 10.4 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)5 7.5 Dark (Unknown Light)0 0.0 Other/Unknown 0 0.0 Total 67 100.0 Report Generated 06/17/2021 MnCMAT 2.0.0 Page 1 of 2 Crash Summary HWY 10 - Waco St to Joplin St Report Version 1.0 February 2020 Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 1 0 0 0 0 0 1 2 0 0 0 0 4 6.0 MON 0 0 0 0 0 1 1 2 2 0 1 0 7 10.4 TUE 0 0 0 4 0 0 1 3 5 0 0 0 13 19.4 WED 0 0 0 0 1 1 1 0 3 2 2 0 10 14.9 THU 0 0 0 1 0 1 0 2 2 3 0 0 9 13.4 FRI 0 0 0 0 0 2 2 1 3 4 1 0 13 19.4 SAT 0 0 0 1 2 1 1 2 2 1 0 1 11 16.4 Total 1 0 0 6 3 6 7 12 17 10 4 1 67 100.0 %1.5 0.0 0.0 9.0 4.5 9.0 10.4 17.9 25.4 14.9 6.0 1.5 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 0 0 0 0 0.0 16 0 2 0 0 2 1.5 17 2 1 0 0 3 2.3 18 2 0 0 0 2 1.5 19 2 1 0 0 3 2.3 20 0 0 0 0 0 0.0 21-24 7 9 0 0 16 12.1 25-29 7 6 0 0 13 9.8 30-34 12 7 0 0 19 14.4 35-39 7 11 0 0 18 13.6 40-44 2 3 0 0 5 3.8 45-49 13 5 0 0 18 13.6 50-54 5 1 0 0 6 4.5 55-59 7 5 0 0 12 9.1 60-64 6 2 0 0 8 6.1 65-69 0 2 0 0 2 1.5 70-74 0 1 0 0 1 0.8 75-79 0 0 0 0 0 0.0 80-84 1 2 0 0 3 2.3 85-89 0 0 0 0 0 0.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 1 1 0.8 Total 73 58 0 1 132 100.0 %55.3 43.9 0.0 0.8 100.0 100.0 Month Summary Total % January 4 6.0 February 11 16.4 March 6 9.0 April 4 6.0 May 7 10.4 June 7 10.4 July 9 13.4 August 5 7.5 September 2 3.0 October 4 6.0 November 2 3.0 December 6 9.0 Total 67 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)124 96.9 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 0 0.0 Has Been Drinking Alcohol 3 2.3 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 1 0.8 Not Applicable 0 0.0 Total 128 100.0 Selection Filter: WORK AREA: State - ROUTE FILTER APPLIED Analyst: Ryan Sandhoefner Notes: Report Generated 06/17/2021 MnCMAT 2.0.0 Page 2 of 2 Crash Summary EB HWY 10 - CR 15 to Waco St. Report Version 1.0 February 2020 Crash Severity/Crash Year Crash Severity Total 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 2 0 1 0 0 0 0 1 0 0 0 0 B - Minor Injury 8 1 0 1 1 1 2 0 0 1 1 0 C - Possible Injury 14 1 2 3 3 0 1 2 1 0 1 0 N - Prop Dmg Only 61 8 5 7 12 4 5 6 3 6 4 1 U - Unknown 0 0 0 0 0 0 0 0 0 0 0 0 Total 85 10 8 11 16 5 8 9 4 7 6 1 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 2 0 1 1 0 B - Minor Injury 8 0 3 5 0 C - Possible Injury 14 0 9 5 0 N - Prop Dmg Only 61 0 40 20 1 U - Unknown 0 0 0 0 0 Total 85 0 53 31 1 Basic Type Summary Total % Pedestrian 0 0.0 Bike 0 0.0 Single Vehicle Run Off Road 39 45.9 Single Vehicle Other 14 16.5 Sideswipe Same Direction 7 8.2 Sideswipe Opposing 0 0.0 Rear End 12 14.1 Head On 0 0.0 Left Turn 1 1.2 Angle 10 11.8 Other 2 2.4 Total 85 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 31 36.5 Parked Motor Vehicle 1 1.2 Train 0 0.0 Deer/Animal 14 16.5 Other - Non Fixed Object 0 0.0 Collision Fixed Object 30 35.3 Non-Collision Harmful Events 9 10.6 Non-Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 85 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 50 58.8 Four-Way Intersection 16 18.8 T or Y Intersection 6 7.1 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 5 5.9 Driveway Access Related 1 1.2 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 2 2.4 Crossover Related 1 1.2 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 4 4.7 Total 85 100.0 Weather 1 Summary Total % Clear 34 40.0 Cloudy 25 29.4 Rain 1 1.2 Snow 18 21.2 Sleet, Hail (Freezing Rain/Drizzle)3 3.5 Fog/Smog/Smoke 1 1.2 Blowing Sand/Soil/Dirt/Snow 1 1.2 Severe Crosswinds 0 0.0 Other/Unknown 2 2.4 Total 85 100.0 Light Condition Summary Total % Daylight 53 62.4 Sunrise 5 5.9 Sunset 0 0.0 Dark (Str Lights On)6 7.1 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)20 23.5 Dark (Unknown Light)1 1.2 Other/Unknown 0 0.0 Total 85 100.0 Report Generated 06/17/2021 MnCMAT 2.0.0 Page 1 of 2 Crash Summary EB HWY 10 - CR 15 to Waco St. Report Version 1.0 February 2020 Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 1 0 1 0 2 1 0 0 0 0 5 5.9 MON 0 0 0 4 1 1 1 0 2 5 0 1 15 17.6 TUE 0 1 0 1 1 3 1 0 1 0 1 0 9 10.6 WED 1 0 3 1 2 0 0 0 1 1 1 0 10 11.8 THU 0 0 1 3 0 1 2 0 4 1 2 0 14 16.5 FRI 0 0 2 3 2 1 5 2 1 1 0 0 17 20.0 SAT 0 0 0 2 1 2 2 3 1 3 1 0 15 17.6 Total 1 1 7 14 8 8 13 6 10 11 5 1 85 100.0 %1.2 1.2 8.2 16.5 9.4 9.4 15.3 7.1 11.8 12.9 5.9 1.2 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 0 0 0 0 0.0 16 0 2 0 0 2 1.7 17 5 1 0 0 6 5.1 18 2 1 0 0 3 2.5 19 2 1 0 0 3 2.5 20 3 1 0 0 4 3.4 21-24 6 5 0 0 11 9.3 25-29 6 6 0 0 12 10.2 30-34 10 6 0 0 16 13.6 35-39 3 3 0 0 6 5.1 40-44 9 5 0 0 14 11.9 45-49 3 4 0 0 7 5.9 50-54 8 7 0 0 15 12.7 55-59 3 2 0 0 5 4.2 60-64 0 3 0 0 3 2.5 65-69 1 3 0 0 4 3.4 70-74 2 1 0 0 3 2.5 75-79 3 0 0 0 3 2.5 80-84 0 0 0 0 0 0.0 85-89 0 0 0 0 0 0.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 1 1 0.8 Total 66 51 0 1 118 100.0 %55.9 43.2 0.0 0.8 100.0 100.0 Month Summary Total % January 10 11.8 February 5 5.9 March 10 11.8 April 7 8.2 May 3 3.5 June 9 10.6 July 2 2.4 August 6 7.1 September 7 8.2 October 6 7.1 November 13 15.3 December 7 8.2 Total 85 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)97 85.8 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)1 0.9 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 3 2.7 Has Been Drinking Alcohol 4 3.5 Has Been Taking Illicit Drugs 1 0.9 Has Been Taking Medications 0 0.0 Other/Unknown 7 6.2 Not Applicable 0 0.0 Total 113 100.0 Selection Filter: WORK AREA: State - ROUTE FILTER APPLIED Analyst: Ryan Sandhoefner Notes: Report Generated 06/17/2021 MnCMAT 2.0.0 Page 2 of 2 Narrative Conditional Use Permit and Preliminary Plat Prepared for: Broadway at 10 June 16, 2021 SUBMITTED TO City of Elk River 13065 Orono Parkway Elk River, MN 55330 PREPARED BY Landform Professional Services, LLC 105 5th Ave S, Suite 513 Minneapolis, MN 55401 Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC TABLE OF CONTENTS Introduction ................................................................................................................................................ 1 Conditional Use Permit ............................................................................................................................... 1 Preliminary Plat........................................................................................................................................... 2 Summary ..................................................................................................................................................... 2 Contact Information ................................................................................................................................... 3 Broadway on 10, Elk River, MN June 16, 2021 CHU20001.BI2 1 Introduction On behalf of the Broadway at 10 site, Landform is pleased to submit this application for conditional use permit and preliminary plat approval to allow a planned unit development which contains an 91-unit multi-family apartment building and 24 villa homes. Our development plan includes a public roadway on the north side of the site with a private drive to serve the multi-family apartment and villa homes. The improvements also include parking, sidewalk, landscaping, stormwater and utilities. We are excited about the improvements proposed for this site. Conditional Use Permit We are requesting City approval for a conditional use permit for a planned unit development as allowed by Section 30-1564(c)(3). We have reviewed the request in accordance with City ordinance standards in Section 30.654 and find that the ordinance standards have been met. Specifically: 1. Will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. The proposed planned unit development won’t negatively affect the use or enjoyment or neighboring properties. The proposed uses are compatible with surrounding properties with the multi-family apartment is set in the center of the site with the single-family villa homes adjacent to the existing townhome development to the southeast to provide a transition between uses. 2. Will be consistent with the comprehensive plan. The proposed planned unit development is consistent with the comprehensive plan 3. Will not impede the normal and orderly development and improvement of surrounding vacant property. The proposed planned unit development is surrounded by developed properties and will not impede the improvement or redevelopment of these properties. 4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. The proposed planned unit development will be served by public facilities and services. The development will not overburden or adversely affect these public facilities or services. 5. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. Broadway on 10, Elk River, MN June 16, 2021 CHU20001.BI2 2 The proposed planned unit development will not include uses that will be detrimental to others or contain an excessive amount of traffic, noise, smoke, fumes, glare, odor, dust or vibrations. 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. The proposed planned unit development has only a minor impact on the existing wetland to provide access into the site. The majority of the wetland will remain undisturbed as a natural feature for the enjoyment of the residents. 7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. The subdivision will comply with most of the applicable zoning and subdivision standards however, there are a few areas where the plans will require flexibility from the standards as part of the planned unit development. The areas we have identified that require flexibility are: a. A 24-foot wide private drive where a 32-foot public street is required and; b. 91 enclosed parking spaces and 69 surface parking spaces where 91 enclosed parking spaces and 132 surface parking spaces are required. This maintains the enclosed parking stall requirement and asks for flexibility from the surface parking requirement. Additionally, the plans show 22 proof of parking spaces that could be surfaced if there is an identified need for additional parking spaces from the development. We believe the parking and drive aisle is adequate for the proposed mix of uses. As we continue to refine the layout and site design based on city comments and feedback, additional flexibilities may be identified. Preliminary Plat We are also requesting approval of a preliminary plat to create one lot for a 91-unit multi-family apartment building and 24 lots for villa homes. Summary We respectfully request approval of the Conditional Use Permit and Preliminary Plat to allow for a 91-unit multi-family apartment and 24 villa homes served by a private drive. Broadway on 10, Elk River, MN June 16, 2021 CHU20001.BI2 3 Contact Information This document was prepared by: Kevin Shay Landform 105 South Fifth Avenue, Suite 513 Minneapolis, MN 55401 Any additional questions regarding this application can be directed to Kevin Shay at kshay@landform.net or 612.638.0228. ELK RIVER, MNBROADWAY ON 10ELK RIVER, MINNESOTANORTHNO SCALEAREA LOCATION MAPSITEABBREVIATIONSMODULAR RETAINING WALLFIELDSTONE RETAINING WALLNEWCATVUNDERGROUND CABLE/TVEXISTING DESCRIPTIONDESCRIPTIONSTORM SEWER WATERMAINFORCE MAIN SANITARY SEWER-WASTEROOF DRAIN SYSTEMGAS LINE-UNDERGROUNDFIRE LINE (IF SEPARATE) FIRE DEPT. CONNECTIONSOIL SUBDRAINTELEPHONE-UNDERGROUNDELECTRIC-UNDERGROUNDLAWN SPRINKLER SLEEVE>>>>RIPRAP>>FMSTSRDGATE VALVEWTRSANBLDG.FIREGASHYDTELEELECX"SSDLSSC.O.MAJOR CONTOURBUILDINGSPOT ELEVATION120CONCRETE SLOPE DIRECTIONCONCRETE CURBGUARD RAILFENCINGCONCRETE RETAINING WALLHEIGHT, TYPEPOWER POLELIGHT STANDARDEXIT LOCATIONUNDERGROUND STRUCTUREEDGE OF PAVEMENTBOLLARDCANOPY/OVERHANGBIT. 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O'BrienARCHITECTLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: Lynn CaswellSURVEYORLANDFORM105 SOUTH FIFTH AVENUE, SUITE 513MINNEAPOLIS, MN 55401TEL 612-252-9070CONTACT: Josh PopehnLANDSCAPE ARCHITECT04.26.21 05.20.21XXX 06.16.21SHEETS ISSUED BY DATECOMPOST/BIO LOG))))))))))))))))))))DAngle&And@At100 YR.100 Year Flood ElevationA.B.Anchor BoltA.D.Area DrainA/CAir Conditioning UnitADD.AddendumADDL.AdditionalADJ.Adjacent / AdjustAHUAir Handling UnitALT.AlternateALUM.AluminumANOD.AnodizedAPPROX.ApproximateARCHArchitect / ArchitecturalAUTO.AutomaticAVG.AverageB.C.Back of CurbB/WBottom of WallBFEBasement Floor ElevationBITBituminous (Asphaltic)BLDGBuildingBMBenchmarkBSMT.BasementC.F.Cubic FeetC.F.S.Cubic Feet Per SecondC.G.Corner GuardC.J.Control JointC.L.CenterlineC.M.U.Concrete Masonry UnitC.O.CleanoutC.O.E.U.S. Army Corps Of EngineersC.Y.Cubic YardsCBCatch BasinCBMHCatch Basin ManholeCEM.CementCIPCast Iron PipeCMPCorrugated Metal PipeCONC.Concrete (Portland)CONN.ConnectionCONST.ConstructionCONT.ContinuousCONTR.ContractorCOP.CopperCU.CubicD.S.Down SpoutDEG.DegreeDEMO.Demolition / DemolishDEPT.DepartmentDET.DetailDIA.DiameterDIAG.DiagonalDIM.DimensionDIPDuctile Iron PipeDNDownDWG.DrawingE.EastE.J.Expansion JointE.O.Emergency OverflowE.O.S.Emergency Overflow SwaleE.W.Each WayEA.Each EL.ElevationELEC.ElectricalELEV.ElevationEMER.EmergencyENGR.EngineerENTR.EntranceEQ.EqualEQUIP.EquipmentEQUIV.EquivalentEXIST.ExistingEXP.ExpansionF & IFurnish and InstallF.B.O.Furnished by OthersF.C.Face of CurbF.D.Floor DrainF.D.C.Fire Department ConnectionF.V.Field VerifyFBFull BasementFBWOFull Basement Walk OutFBLOFull Basement Look OutFDN.FoundationFESFlared End SectionFFEFinished Floor ElevationFLR.FloorFT. OR (')FootFUT.FutureG.B.Grade BreakG.C.General ContractorGAL.GallonGALV.GalvanizedGFEGarage Floor ElevationGL.GlassGR.GradeH.HeightH.P.High PointHDPEPHigh Density Polyethylene PipeHGT.HeightHORIZ.HorizontalHVACHeating, Ventilation, Air ConditioningHYDHydrantI.D.Inside Dimension OR IdentificationI.E. or IEInvert ElevationIN. OR (")InchesINFO.InformationINL.Inlet ElevationINSUL.InsulationINV.Invert ElevationJT.JointL.F.Linear FeetL.P.Low Point / Liquid PetroleumLB.PoundLGULocal Government UnitLB.PoundLB.LongitudinalLT.Light / LightingMAINT.MaintenanceMAS.MasonryMATL.MaterialMAX.MaximumMECHMechanicalMED.MediumMFR.ManufacturerMHManholeMIN.Minimum / MinuteMISC.MiscellaneousMNDOTMinnesota Department Of TransportationMOD.Module / ModularMUL.MullionN.NorthN.I.C.Not In ContractNO. OR #NumberNOMNominalNTSNot to ScaleNWENormal Water ElevationNWLNormal Water LevelO.F.On CenterO.G.Outside DimensionO.H.Overhead ElectricOH.OverheadOHWLOrdinary High Water LevelOPNG.OpeningORIG.OriginalP.C.Point of CurvatureP.I.Point of IntersectionPIVPost Indicator ValveP.L. OR P/LProperty LineP.O.B.Point of BeginningP.S.F.Pounds Per Square FootP.S.I.Pounds Per Square InchP.T.Point of TangencyP.V.C.Point of Vertical CurvatureP.V.I.Point of Vertical IntersectionP.V.T.Point of Vertical TangencyPEPolyethylenePED.Pedestal / PedestrianPERF.PerforatedPREP.PreparationPROJ.ProjectPROP.ProposedPVCPoly-Vinyl-Chloride (Piping)PVMT.PavementQTR.QuarterQTY.QuantityRRadiusRAD.RadiusRERim Elevation (Casting)R.D.Roof DrainR.E.Remove ExistingR.O.Rough OpeningR.P.Radius PointRCReinforced Concrete PipeR.S.Rough SlabRSDRoof Storm DrainRE.RegardingREINF.ReinforcedREQ'DRequiredREV.Revision / RevisedRGURegulatory Government UnitROW OR R/WRight of WayS.SouthS.F.Square FeetSAN.Sanitary SewerSECT.SectionSESplit Entry /Side ExitSEWOSplit Entry Walk Out /Side Exit Walk OutSHT.SheetSIM.SimilarSLNT.SealantSPEC.SpecificationSQ.SquareSSDSubsurface drainSTMHStorm Sewer ManholeSTD.StandardSTRUCT.StructuralSYM.SymmetricalTThicknessT/RTop of RimT/WTop of WallTEMP.TemporaryTHK.Thick / ThicknessT.J.Tooled JointTNHTop Nut HydrantTYP.TypicalU.N.O.Unless Noted OtherwiseV.B.Vapor BarrierV.C.Vertical CurveV.I.F.Verify In FieldVER.VerifyVER.VerticalVEST.VestibuleWWidthW.PT.Working PointW.W.F.Welded Wire FabricW/WithW/OWithoutWOWalk OutVER.WetlandWPWaterproofWETL.WeightYD.YardYR.YearUNDERGROUND FIBER OPTICFOEROSION CONTROL BLANKETOutlot A, WEST OAKS, AndOutlot A, HERITAGE MAPLES SENIOR LIVING, Sherburne County, MnPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUPREVISIONS PER REVIEW COMMENTS28 APR 202120 MAY 202116 JUN 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPJune 16, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510Queen Cir.186thAve186th LnPascal Dr.Queen St.Business Center DriveNWSt NW StMississippi RdYanktonSt187thTroy St182ndYanktonWaco St 186thNaples US Hwy 10Ogden 183rd Ave182nd AveNaples St NW AveAve183rd AveXerxesStWaco St 10C001CHU001.dwgCIVIL TITLE SHEETC0.1XXXXXXXXXXXXXXXXXXXXXXXX 50N01°58'04"E 608.59 104.09N89°48'35"EN89°48'35"E 626.46N50°36'53"E 809.99N00°02'51"W 511.90 79.75 S00°24'14"E S65°00'06"E 171.45L=601.29R=7489.44Δ=4°36'00"S69°36'06"E66.01Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Delineated WetlandDelineated WetlandDelineated WetlandWetla n d B u f f e r Wetland Buffer 25252530.00DRAINAGE & UTILITY EASEMENT PER PLAT86.4 3 N24 ° 5 9 ' 5 4 " E L=124.14R=280.00Δ=25°24'08"12345678B L O C K 1910111213141516171819202122232426252525252525PRIVATE ROAD EASEMENT DRAINAGE & UT IL ITY EASEMENT DRAINAGE & UTILITY EASEMENT DRAINAGE &UTILITY EASEMENTS65°00'06"E 171.45 46.02S69°36'06"E60.0 0 63.24 39.7137.6030.04 S23 ° 3 3 ' 1 7 " W 29.4 7 S23°33'17"WΔL=65.49R=463.00=8°06'16" L=7 2 . 5 6 R= 5 1 3 . 0 0 Δ=8° 0 6 ' 1 6 "ΔL=78.85R=75.00=60°14'00"10 26.4 333282833332828333333333333333333333333336060606060606070703328283333337033332833702870707070707033332828333333 28 28333333 439.94 2 3 1 . 3 4 30.41 N48°51'23"W 74.29N48°51'23"W 79.55SERVICE ROAD60.00 60.0 050.00ΔL=25.00=0°11'34"ΔL=25.00=0°11'34"N28°50'03"E 184.13S88°01'56"E 334.28S46°58'04"W 126.49105.40 603333603333 703370N31°39'32"E 183.06S31°39'32"W 183.06L=131.41R=125.00Δ=60°14'00"N88°06'28"W 78.69S88°06'28"E 78.69L=21.28R=22.67Δ=53°46'38"L=21.28R=22.67=53°46'14"ΔL =2 9 1 .0 9 R =58.00 Δ=287°33'16"N11°05'09"W 144.68N11°05'09"W 146.45DRAINAGE & UTILITY EASEMENTUTILITY EASEMENT2 0 2 0 L=494.16R=7429.44Δ=3°48'40"L=62.60R=7429.44Δ=0°28'58"(TO BE VACATED)PRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUPREVISIONS PER REVIEW COMMENTS28 APR 202120 MAY 202116 JUN 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPJune 16, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510NORTH060120C002CHU001.dwgPRELIMINARY PLATC0.2The Property is Zoned PUD (Planned Unit Development)Building Setback Information is as follows:Front = 20 ft.25 ft. TownhomesRear = 25 ft.30 ft. TownhomesSide Interior/Street = 5 ft. / 30 ft.5 ft. / 30 ft. TownhomesParking & Drive Aisle Setback Information is as follows: = 10 ft.Outlot A, WEST OAKS, AndOutlot A, HERITAGE MAPLES SENIOR LIVING, Sherburne County, MnLEGAL DESCRIPTIONLOT AREA TABLEZONING AND SETBACK SUMMARYTotal Site Area: 501,534.5 S.F. = 11.5 AC.Right of Way Area : 49,580.8 S.F. = 1.1 AC.Wetland Area: 153,372.2 S.F. = 3.5 AC.Upland Area: 348,162.3 S.F. = 8.0 AC.Wetland within Right of Way: 2,672.6 S.F. = 0.06 AC.Total Upland Area: 345,489.7 S.F. = 7.94 AC.AREA SUMMARYLOT, BLOCK:LOT SIZE:Lot 1, Block 1Lot 2, Block 1Lot 3, Block 1Lot 4, Block 1Lot 5, Block 1Lot 6, Block 1Lot 7, Block 1Lot 8, Block 1Lot 9, Block 1Lot 10, Block 1Lot 11, Block 1Lot 12, Block 1Lot 13, Block 1Lot 14, Block 12,310 s.f.1,960 s.f.1,960 s.f.2,310 s.f.2,310 s.f.2,310 s.f.2,310 s.f.1,960 s.f.1,960 s.f.2,310 s.f.2,310 s.f.2,310 s.f.2,310 s.f.2,310 s.f.LOT, BLOCK:LOT SIZE:Lot 15, Block 1Lot 16, Block 1Lot 17, Block 1Lot 18, Block 1Lot 19, Block 1Lot 20, Block 1Lot 21, Block 1Lot 22, Block 1Lot 23, Block 1Lot 24, Block 1Lot 25, Block 1Lot 26, Block 11,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,680 s.f.1,680 s.f.1,980 s.f.276,508.7 s.f.129,370 s.f. 25' Front Building Setback30' Rear Building Setback30' Rear Building Setback 25' F r o n t B u i l d i n g S e t b a c k 30' S i d e B u i l d i n g Set b a c k 30' Rear Building Setback 30' S i d e B u i l d i n g S e t b a c k 12345678B L O C K 19101112131415161718192021222324262525252525FILTRATION BASIN 2STORAGE = 43,556 C.F.BOTTOM = 892.5100-YR HWL = 894.49FILTRATION BASIN 2STORAGE = 43,556 C.F.BOTTOM = 892.5100-YR HWL = 894.492550N01°58'04"E 608.59 104.09N89°48'35"EN89°48'35"E 626.46N5 0 ° 3 6 ' 5 3 "E 8 0 9 . 9 9 N00°02'51"W 511.90 79.75 S00°24'14"E S65°00'06"E 171.45L=601.29R=7489.44Δ=4°36'00"S69°36'06"E66.01EMEdge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Delineated WetlandDelineated WetlandDelineated WetlandWetla n d B u f f e r Wetla n d S e t b a c k W e t l a n d B u f f e r W e t l a n d S e t b a c k 252025202520BeeHive Homes ofElk RiverCABXLTCABX86.4 3 N24 ° 5 9 ' 5 4 " E L=124.14R=280.00Δ=25°24'08"FD MNDOT MONXXXX4 F T . H I G H C H A I N L I N K F E N C E CITY OF ELK RIVERMONUMENT/SIGN9'20' 24' 20' 32' 4.33'R64.00'R 2 8 . 0 0 'R3.5TYP.R3.50 'R10.0TYP.R15.0TYP.24. 0 C7.26B618 CURB& GUTTERC7.26SURMOUNTABLECURB & GUTTERC7.26SURMOUNTABLECURB & GUTTERC7.26B612 CURB& GUTTER16'"NO LEFT TURN"SIGN"WRONG WAY"SIGNR15.0TYP. 6.00'R=15.0R45.0R35.0TYP.R100.00'50.0EASEMENT24.0ENTRANCE MOMUMENT (BROADWAY ON TEN)CONCRETE SIDEWALKACCESS TO BE CLOSED,BUT UTILIZED DURINGCONSTRUCTIONPerspective ParkingPe r s p e c t i v e P a r k i n g PRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUPREVISIONS PER REVIEW COMMENTS28 APR 202120 MAY 202116 JUN 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPJune 16, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510NORTH060120C201CHU001.DWGSITEPLANC2.196ea.Provided Parking:Total Townhomes Parking Stalls ProvidedImperviousPerviousTotal451,954130,855321,099s.fs.f.s.f.ImperviousProposed:TotalPerviousExisting:451,9540451,954s.f.s.f.s.f.10.373.007.3710.37010.37Obtain all necessary permits for construction within, or use of, public right-of-way.The digital file, which can be obtained from the Engineer, shall be used for staking. Discrepancies betweenthe drawings and the digital file shall be reported to the Engineer. The building footprint, as shown on thesedrawings, and the digital file, shall be compared to the structural drawings prior to staking.Building layout angles are parallel with or perpendicular to the property line at the location indicated.Dimensions shown are to back of curb and exterior face of building unless noted otherwise.Delineate parking stalls with a 4-inch wide white painted stripe. Delineate access aisles with 4-inch widewhite painted stripes 18 inches on center and at 45 degree angle to direction of travel.Trash / Recycling areas: See Architectural drawings.2.3.4.5.6.7.GENERAL NOTESPARKING SUMMARYAREA SUMMARYSITE PLAN NOTESFor construction staking and surveying services contact Landform at 612.252.9070.1.100.0%26.8%73.2%100.0%0.0%100.0%ac.ac.ac.ac.ac.ac.LEGENDGreen SpaceThe Property is Zoned PUD (Planned Unit Development)Building Setback Information is as follows:Townhomes:Apartment:Front= 25 ft. From CurbFront= 25 ft.Rear= 30 ft. Rear= 30 ft.Side Street= 30 ft.Side Street= 30 ft.Between Bldgs= 10 ft.Parking & Drive Aisle Setback = 10 ft.ZONING AND SETBACK SUMMARYWetland Buffer SignLOT AREA TABLEWetland ImpactsLOT, BLOCK:LOT SIZE:Lot 1, Block 1Lot 2, Block 1Lot 3, Block 1Lot 4, Block 1Lot 5, Block 1Lot 6, Block 1Lot 7, Block 1Lot 8, Block 1Lot 9, Block 1Lot 10, Block 1Lot 11, Block 1Lot 12, Block 1Lot 13, Block 1Lot 14, Block 12,310 s.f.1,960 s.f.1,960 s.f.2,310 s.f.2,310 s.f.2,310 s.f.2,310 s.f.1,960 s.f.1,960 s.f.2,310 s.f.2,310 s.f.2,310 s.f.2,310 s.f.2,310 s.f.LOT, BLOCK:LOT SIZE:Lot 15, Block 1Lot 16, Block 1Lot 17, Block 1Lot 18, Block 1Lot 19, Block 1Lot 20, Block 1Lot 21, Block 1Lot 22, Block 1Lot 23, Block 1Lot 24, Block 1Lot 25, Block 1Lot 26, Block 11,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,980 s.f.1,680 s.f.1,680 s.f.1,980 s.f.276,508.7 s.f.129,370 s.f.Apartment 33ea.Underground (9x22)65ea.Surface (9x20)4ea.Accessible Stalls(9x20)Townhomes48ea.Surface(9x20)48ea.Garage (9x20)182ea.Total Apartment Parking Stalls Provided22ea.Proof of Parking(9x20)Townhomes 24 unitsApartment 91 unitsUNIT DENSITYTotal115 unitsProposed Density10 units/acre58ea.Underground (9x19) 50 RE=893.18SSMHIE=883.75Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Edge of Delineated Wetland perKjolhaug Enviromental ServicesCompany 7/06/2020Delineated WetlandDelineated WetlandDelineated WetlandWetla n d B u f f e r W e t l a n d B u f f e r 252525>>>IIIIIIIIIIIIII>>>>>>I I I I III>CABXLT8" PVCCABXSSMHRE=891.18XXXXX4 F T . H I G H C H A I N L I N K F E N C E8" DIPSAN. STUBIE 884.2±WM STUBIE 881.7±WM STUBIE 885.8±>>>>>>>>>>>>>94.5EOFEOF EOF 94.5 EOFEOF97.6123456789101112131415161718192021222324(1) QUEL(1) ULMP(1) QURU(1) ACXF(1) CEOC(1) QUBI(2) ACXF(1) ACRU(2) PMAC(1) ACXF(1) AGAB(1) QUBI(1) CEOC(3) MAPS(1) AGAB(3) MAPS(1) ULMP(1) AGAB(1) ACRU(1) CASP(2) AGAB(1) QUBI(1) QUEL(1) AGAB(1) ULMP(1) AGAB(1) CASP(1) AGAB(1) BENI(3) CASP(4) PIST(1) QWRP(1) QURU(1) CASP(2) QWRP(1) CEOC(1) ACXF(1) QUEL(1) AFAM(1) PMAC(3) QWRP(1) COAL(1) ACXF(3) AFAM(1) ACRU(1) ACXF(1) QWRP(1) AFAM(3) ACXF(3) AFAM(1) QUEL(1) QUEL(1) ACXF(1) ACXF(1) ACRU(1) QURU(1) QWRP(1) QWRP(3) AFAM(3) AFAM(1) ACRU(1) AFAM(1) BENI(1) BENI(2) BENI(3) ACRU(3) BENI(1) ACXF(3) AFAM(1) QUBI(3) PMAC(4) PIDE(2) CASP(2) PIST(3) PIAB(3) ABCO(3) PIAB(2) ABCO(1) ACXF(1) ACXF(4) QWRP4CONIFEROUS TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.ABCO5Abies concolorWhite Fir40`H x 20`W6` Ht.B&BPIAB6Picea abiesNorway Spruce50`H x 30`W6` Ht.B&BPIDE4Picea glauca `Densata`Black Hills Spruce45`H x 20`W8` Ht.B&BPIST6Pinus strobusEastern White Pine65`H x 30`W6` Ht.B&BORNAMENTAL TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.AGAB8Amelanchier x grandiflora `Autumn Brilliance``Autumn Brilliance` Serviceberry20`H x 25`W1.5"CalB&BCOAL1Cornus alternifoliaPagoda Dogwood20`H x 25`W1.5"CalB&BMAPS6Malus x `Pink Spires`Pink Spires Crabapple20`H x 12`W1.5"CalB&BPMAC6Prunus maackiiAmur Chokecherry25`H x 20`W1.5"CalB&BOVERSTORY TREESCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZEROOT COND.ACRU8Acer rubrumRed Maple55`H x 40`W2.5" Cal.B&BAFAM18Acer x freemanii 'Armstrong'Armstrong Freeman Maple60`H x 20`W2.5" Cal.B&BACXF15Acer x freemanii `Sienna`Sienna Glen Maple60`H x 40`W2.5"CalB&BBENI8Betula nigraRiver Birch Multi-Trunk60`H x 50`W6` CLUMPB&BCASP8Catalpa speciosaNorthern Catalpa60`H x 40`W2.5"CalB&BCEOC3Celtis occidentalisCommon Hackberry50`H x 50`W2.5"CalB&BQUBI4Quercus bicolorSwamp White Oak55`H x 55`W2.5"CalB&BQUEL5Quercus ellipsoidalisNorthern Pin Oak60`H x 50`W2.5"CalB&BQURU3Quercus rubraRed Oak55`H x 55`W2.5"CalB&BQWRP14Quercus x warei 'Long' TMRegal Prince Oak50`H x 25`W2.5" Cal.B&BULMP3Ulmus americana `Princeton`American Elm80`H x 60`W2.5"CalB&BPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUPREVISIONS PER REVIEW COMMENTS28 APR 202120 MAY 202116 JUN 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPJune 16, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510L201CHU001.DWGLANDSCAPE PLANL2.1NORTH050100Contact Utility Service providers for field location of services 72 hours prior to beginning.Coordinate installation with Contractors performing related work.Plant material shall conform to the American Association of Nurserymen Standards and be of hardy stock, free from disease, infestation, damage, and disfiguration. For discrepancybetween the number of plants on the Schedule and the number shown on the Drawing, the Drawing shall govern.Contractor's shall place plants according to layout with proper spacing.Planting soil shall consist of 4 parts topsoil to 1 part peat humus, with 3 pounds of commercial fertilizer added per cubic yard.Spread a minimum of 4 inches of topsoil and seed all turf areas disturbed by Construction.See Details for depth of planting soil.Seed mixture (BWSR Mesic Short Urban South and West) as defined by the MN Board of Water and Soil Resources. Native Seeds shall be of Minnesota origin and certified by theMinnesota Crop Improvement Association (MCIA). Provide verifying documentation to the Owner 30 days minimum prior to installation.Follow MNDOT Seeding Manual for planting instructions for establishment of native seed and provide coordination for required erosion prevention and sediment control.Landscape Contractor shall follow seeding methods, seeding installation, and site preparation as per the MNDOT Seeding Manual 2014.Contractor shall guarantee all trees for mitigation and any necessary replacements for one full growing season. The guarantee period shall start following planting of the last mitigation tree.Contractor is also responsible for any city inspection requirements and guarantee periods.Wetland buffer signs shall be installed and maintained at each lot line where it crosses a wetland buffer strip and at 200-foot intervals along the edge of the wetland buffer strip.All disturbed areas in the wetland buffers must be restored with native vegetation, and restoration must be maintained and replanted as needed for a duration of not less than the first twofull growing seasons after planting.2.3.4.5.6.7.8.9.10.11.12.13.14.GENERAL NOTESLANDSCAPE NOTESFor construction Staking and Surveying services contact Landform at 612.252.9070.1.13(Typ)Wetland BufferL7.12Coniferous TreePlanting (Typ.)L7.11Deciduous Tree Planting (Typ.)L7.13Wetland BufferMonument SignLEGENDWetland Monument SignPLANTING SCHEDULE - TREESWetland Buffer SetbackBWSR Pilot Seed Mix: Low Diversity Buffer General13.67 lbs/acWetland BoundaryWetland BufferWetland Buffer SetbackWetland BoundaryMnDOT Seed Mix 25-131Seed at rate of 220.0 lbs/acreLANDSCAPE REQUIREMENTSGeneralThe number of trees shall not be less than three plus the perimeter ofthe project area as measured in feet, divided by 40.50% should be Overstory Trees25% should be Ornamental Trees25% should be Coniferous TreesSite Perimeter = 3,164 FtRequired Trees = 82Required Overstory = 41Required Ornamental = 21Required Coniferous = 21BWSR Pilot Seed Mix: Mesic Short Urban South and West45.95 lbs/acreBWSR #33-262 Dry Swale / Pond44.00 lbs/acreR3 Townhome District1 Boulevard Tree per lot1 Yard Tree per lotMinimum 5 Shrubs per dwelling unitTotal Units = 24Total Trees Required = 48Total Shrubs Required = 120Provided Trees = 82Provided Overstory = 41Provided Ornamental = 21Provided Coniferous = 21Total Trees Provided = 48Total Shrubs Provided = 130L2.32Enlarged Plan 3L2.31Enlarged Plan 2L2.2Enlarged Plan 1Seed mixes are not currently represented on the plans but willbe provided around stormwater ponds and wetlands. 123456724(3) TAME(1) PPSD(1) CSFA(10) TAME(1) CSFA(1) HYBO(1) TOYR(2) TAME(1) HYBO(1) TOBJ(1) RIAL(2) TAME(1) PPSD(1) TAME(2) ROJC(1) HYBO(1) HYBO(1) HYPL(1) RPJM(3) TAME(1) RPJM(1) HYBO(1) TOYR(2) TAMESHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZECONTAINERCSFA8Cornus sericea 'Farrow' TMArctic Fire Red Twig Dogwood5`H x 3`W#1PotHYBO12Hydrangea paniculata 'ILVOBO' TMBobo Panicle Hydrangea3`H x 4`W#1PotHYPL6Hydrangea paniculata 'Limelight' (tree form)Limelight Panicle Hydrangea (tree form)10`H x 5`WPPSD5Picea pungens 'Sester Dwarf'Sester Dwarf Blue Spruce10`H x 5`W#1PotRPJM5Rhododendron x 'P.J.M.'PJM Rhododendron5`H x 5`W#1PotRIAL5Ribes alpinumAlpine Currant5`H x 5`W#1PotROJC17Rosa x 'Julia Child'Julia Child Rose3`H x 3`W#1PotTAME61Taxus x media 'Everlow'Everlow Anglo-Japanese Yew3`H x 5`W#1PotTOBJ4Thuja occidentalis 'BailJohn' TMTechnito Globe Arborvitae6`H x 3`W#1PotTOHO2Thuja occidentalis 'Holmstrup'Holmstrup Arborvitae10`H x 4`W#1PotTOYR5Thuja occidentalis 'Yellow Ribbon'Yellow Ribbon Arborvitae8`H x 3`W#1PotPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUPREVISIONS PER REVIEW COMMENTS28 APR 202120 MAY 202116 JUN 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPJune 16, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510L202CHU001.DWGLANDSCAPE PLANENLARGED 1L2.2NORTH01020L7.14Shrub BedPlanting (Typ.)PLANTING SCHEDULE - ALL SHRUBS (1) HYPL(2) TAME(2) ROJC(1) RIAL(2) HYBO(2) TAME(1) TOYR(1) HYBO(2) TAME(1) PPSD(1) RPJM(1) RPJM(2) TAME(1) TOHO(1) HYBO(1) RIAL(1) TAME(2) ROJC(1) HYBO(1) TOBJ(1) CSFA(3) TAME(1) HYPL(8) TAME(2) HYPL1617181920212223(10) TAME(1) PPSD(5) ROJC(1) TAME(1) CSFA(1) TOYR(1) HYBO(1) TOYR(2) ROJC(1) HYPL(2) TAME(1) CSFA(2) ROJC(2) RIAL(1) RIAL(1) TAME(1) PPSD(2) ROJC(1) HYBO(1) TOBJ(2) CSFA(1) TOBJ(1) RPJM(1) TOHO(2) TAME(1) CSFA(2) TAME89101112131415SHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEMATURE SIZEPLANTING SIZECONTAINERCSFA8Cornus sericea 'Farrow' TMArctic Fire Red Twig Dogwood5`H x 3`W#1PotHYBO12Hydrangea paniculata 'ILVOBO' TMBobo Panicle Hydrangea3`H x 4`W#1PotHYPL6Hydrangea paniculata 'Limelight' (tree form)Limelight Panicle Hydrangea (tree form)10`H x 5`WPPSD5Picea pungens 'Sester Dwarf'Sester Dwarf Blue Spruce10`H x 5`W#1PotRPJM5Rhododendron x 'P.J.M.'PJM Rhododendron5`H x 5`W#1PotRIAL5Ribes alpinumAlpine Currant5`H x 5`W#1PotROJC17Rosa x 'Julia Child'Julia Child Rose3`H x 3`W#1PotTAME61Taxus x media 'Everlow'Everlow Anglo-Japanese Yew3`H x 5`W#1PotTOBJ4Thuja occidentalis 'BailJohn' TMTechnito Globe Arborvitae6`H x 3`W#1PotTOHO2Thuja occidentalis 'Holmstrup'Holmstrup Arborvitae10`H x 4`W#1PotTOYR5Thuja occidentalis 'Yellow Ribbon'Yellow Ribbon Arborvitae8`H x 3`W#1PotPRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUPREVISIONS PER REVIEW COMMENTS28 APR 202120 MAY 202116 JUN 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPJune 16, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510L203CHU001.DWGLANDSCAPE PLANENLARGED 2 AND 3L2.3NORTH01020(Typ)L7.14Shrub BedPlanting (Typ.)L7.14Shrub BedPlanting (Typ.)PLANTING SCHEDULE - ALL SHRUBSENLARGED PLAN 21ENLARGED PLAN 32 PRELIMINARY PLAT & CUPPRELIMINARY PLAT & CUPREVISIONS PER REVIEW COMMENTS28 APR 202120 MAY 202116 JUN 2021PROJECT NO.FILE NAMELANDFORMc IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYBROADWAY ON 10 ELK RIVER, MN PRELIMINARY PLAT AND CUPJune 16, 2021CHU2000BL22021 BROADWAY INVESTORS II, LLC260 WENTWORTH AVE. EASTSUITE 113SAINT PAUL, MN 55118-5511 TEL: 563-570-7510L701CHU001.DWGLANDSCAPEDETAILSL7.1TREE SHALL BE PLANTED WITH ROOT FLARE EVENWITH SOIL LINE OR FIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT IT MAY BECOVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDED TO MAINTAINAPPROPRIATE DEPTH.DOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)VARIES AREA DUG FOR PLANTING2x-3x DIA. OF SOIL BALL24" MIN SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTING2" X 2" X 24" WOOD STAKE SET AT ANGLEPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIES (SEE PLANS)CUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF BALL. CUT TWINE FROM AROUND TOP 1/3 (MIN.) OF ROOTBALL.CUT AND ROLL BACK BURLAP 1/3 (MIN.) FROM TOP OF ROOTBALL.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)FLAGGING: ONE (1) PER WIRE8' STEEL STAKE.PLACE TWO (2) INCHESFROM ROOT BALL.INSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TO BEUTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIODAS DEFINED ON PLANS AND/OR SPECIFICATIONS.NOTES:CONIFEROUS TREE PLANTINGEXISTING SUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLEXISTING SOIL LOOSENEDFOUR (4") INCHES SHREDDED HARDWOOD MULCHSUBGRADEAREA DUG/TILLEDTO PROMOTE ROOT GROWTH3-5x DIA. OF SOIL BALLAREA DUG FOR PLANTING2-3x DIA. OF SOIL BALLSCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGCUT TOP OF WIRE BASKET 1/3 (MIN.)FROM TOP OF ROOTBALL. CUT TWINE FROM AROUND TOP 1/3(MIN.) OF ROOTBALL. CUT AND ROLL BACK BURLAP 1/3 (MIN.)FROM TOP OF ROOTBALL.2" X 2" X 24" WOOD STAKE SET AT ANGLEEXISTING SOIL LOOSENEDPLANTING SOIL (SEE PLANS) EDGE CONDITION VARIESINSPECT FOR ENCIRCLING ROOTS TO MITIGATE FUTURE STEM GIRDLING.REJECT ANY TREES THAT ARE SEVERELY AFFECTED.TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED AND TOBE UTILIZED ONLY IF NECESSARY.MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEEPERIOD. SEE SPECIFICATIONS.FLAGGING: ONE (1) FLAG PER WIREDOUBLE STRAND 14 GA. WIRE -3' @ 120 DEGREE INTERVALS (TYP.)TREE SHALL BE PLANTED WITH ROOT FLARE EVEN WITH SOIL LINE ORFIRST MAJOR BRANCHING ROOTONE (1) INCH BELOW SOIL LINE. IF ROOT FLARE IS NOT APPARENT ITMAY BE COVERED BY BURLAP OR SOIL. ADJUST PLANT AS NEEDEDTO MAINTAIN APPROPRIATE DEPTH.16" POLYPROPYLENE OR POLYETHYLENE(40 MIL, 1-1/2" WIDE STRAP TYP.)NOTES:8' STEEL STAKE.PLACE WITHINTWO (2) INCHESOF ROOT BALL.DECIDUOUS TREE PLANTINGVARIES PER SPECIES(SEE PLANS)24" MIN.FOUR (4") INCHES SHREDDED HARDWOOD MULCHTREE SHALL HAVE PROTECTIVE TREE WRAP TO FIRST BRANCH14" CARPENTER MESH. FORM A 6" DIAMETER CYLINDER FROM GRADETO FIRST BRANCH. SECURE CYLINDER WITH BLACK ZIP TIES OR 24GAUGE WIRE, AT TOP AND BOTTOM AND TWO EQUALLY SPACED INTHE MIDDLE. DO NOT TIE TO TREE. NO STAKING.AS REQUIRED3' MINWETLAND BUFFER SIGNAGENOTE:SIGNAGE SHALL MEET ALL THEREQUIREMENTS OF THE CITYOF ELK RIVERARTWORK AND VERBIAGE ON SIGNWILL FACE AWAY FROM WETLANDVERBIAGE WILL CONFORM WITH THEREQUIREMENTS OF THE CITY OF ELKRIVER AS FOLLOWS:"WETLAND BUFFER: UNDER THE CITYCODE, NO MOWING, CLEARING ORREMOVAL OF VEGETATION IN THEBUFFER AREA IS ALLOWED. CALL THECITY OF ELK RIVER FOR MOREINFORMATION."3" CHANNEL POST,ENAMEL-COATEDGREEN, OR ASREQUIREDCHANNEL POST EMBEDDED MINIMUM 3' IN GROUNDWETLANDBUFFERSIGNARTWORKHEREAS REQUIRED BOLT SIGNAGE TOPOST WITHGALVANIZED LAGBOLTS, OR ASREQUIREDNO SCALENO SCALENO SCALE321FINISHED GRADETOP OF ROOT MASS SHALL BE LEVEL WITHFINISHED GRADENO SCALESHRUB BED PLANTINGCREATE SAUCER AROUND PLANTWITH PLANTING SOILREFER TO LANDSCAPE PLAN(S) FOR GROUNDCOVEROUTSIDE PLANTING BEDBACKFILL WITH PLANTING SOIL THAT ISTHOROUGHLY TILLED AND LOOSENED. (SEEPLANS)6"SHRUBS (TYP)SCARIFY BOTTOM AND SIDESOF HOLE PRIOR TO PLANTING.FOUR (4) INCH HIGH SOIL BERM CONSTRUCTEDAROUND ENTIRE ROOT BALL. BERM SHALL BEGINAT ROOT BALL EDGE.IF ROOTS ARE PRESENT AROUND THE EDGES OFROOTBALL, UNCOIL OR CUT AS MANY ASPOSSIBLE WITHOUT DESTROYING SOIL MASS.NOTES:PLANT MATERIAL SHALL NOT BE PLACED CLOSERTHAN ONE (1') FOOT FROM EDGE OF PLANTINGBED.DIG SHRUB PLANTING PIT ASCLOSE TO 3X THE WIDESTDIMENSION OF ROOT BALLAS PLANT SPACING PERMITSSPACING VARIES(SEE PLANS)PLANTING SOIL (SEE PLANS)EXISTING SUBGRADESHRUB ROOT BALL SITS ON EXISTING ORRECOMPACTED SUBGRADE.PLACE PLANTS AS SHOWN ON PLANEDGING4" DOUBLE SHREDDED HARDWOOD MULCHSPACINGVARIES(SEEPLANS)4