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06-03-2025 PC Agenda and Packet A.6:00 P.M. - CALL TO ORDER B.PUBLIC HEARINGS B.1 Avienda Apartments Preliminary Plat and Site Plan Review (Planning Case 25-08) C.GENERAL BUSINESS D.APPROVAL OF MINUTES D.1 Approve Planning Commission Meeting Minutes dated May 20, 2025 E.COMMISSION PRESENTATIONS F.ADMINISTRATIVE PRESENTATIONS G.CORRESPONDENCE DISCUSSION H.OPEN DISCUSSION I.ADJOURNMENT AGENDA CHANHASSEN PLANNING COMMISSION TUESDAY, JUNE 3, 2025 CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD NOTE: Planning Commission meetings are scheduled to end by 9:00 p.m. as outlined in the official by-laws. We will make every attempt to complete the hearing for each item on the agenda. If, however, this does not appear to be possible, the Chairperson will notify those present and offer rescheduling options. Items thus pulled from consideration will be listed first on the agenda at the next Commission meeting. If a constituent or resident sends an email to staff or the Planning Commission, it must be made part of the public record based on State Statute. If a constituent or resident sends an email to the Mayor and City Council, it is up to each individual City Council member and Mayor if they want it to be made part of the public record or not. There is no State Statute that forces the Mayor or City Council to share that information with the public or be made part of the public record. Under State Statute, staff cannot remove comments or letters provided as part of the public input process. 1 Planning Commission Item June 3, 2025 Item Avienda Apartments Preliminary Plat and Site Plan Review (Planning Case 25- 08) File No.Planning Case #2025-08.Item No: B.1 Agenda Section PUBLIC HEARINGS Prepared By Rachel Arsenault, Associate Planner Applicant Inland Developer Partners and Level 7 Development LLC. Present Zoning Planned Unit Development District (PUD) Land Use Commercial Acerage 11 Acre Parcel - Full Plat 35.34 Acres Density 37.45 units/acre. The Planned Unit Development allows up to 417 apartment units, this project proposes 412. Applicable Regulations Chapter 18, Subdivision Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article 20-XXIII, Division 20-XXIII-9 Design Standards for Multifamily Developments Avienda Planned Unit Development - PUD Ordinance Number 696 SUGGESTED ACTION Recommend approval of the requested preliminary plat and site plan review subject to the conditions of approval and adopt the attached Findings of Fact and Recommendation. SUMMARY 2 The Applicant is proposing the subdivision of a 35.34-acre property to plat an 11-acre lot for the construction of a 412-unit multi-family apartment building. BACKGROUND The Avienda Development PUD was originally approved in 2020. The PUD was amended 2021 and given final plat for 6 outlots and right-of-way for Bluff Creek Boulevard, Avienda Parkway and Sunset Trail. The PUD was amended again in 2022. The first phase of the project to be developed under the 2022 revision of the PUD was the townhomes along the western border of the development. The rowhomes west of this apartment proposal have received final plat approval and are in the process of recording. DISCUSSION RECOMMENDATION “The Chanhassen Planning Commission recommends approval of the requested preliminary plat, and site plan review for the 412-unit Avienda Apartments subject to the conditions of approval and adopts the attached Findings of Fact and Recommendation.” ATTACHMENTS Development Application Narrative Preliminary Plat Site Plan Architectural Plans Findings of Fact 25-08 Staff Report 25-08 Affidavit of Mailing 25-08 Affidavit of Publication 3 4 5 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division – 7700 Market Boulevard Mailing Address – P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1100 / Fax: (952) 227-1110 APPLICATION FOR DEVELOPMENT REVIEW Submittal Date: PC Date: CC Date: 60-Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) Comprehensive Plan Amendment ......................... $700 Conditional Use Permit (CUP) Single-Family Residence ................................ $400 All Others......................................................... $600 Interim Use Permit (IUP) In conjunction with Single-Family Residence .. $400 All Others......................................................... $600 Rezoning (REZ) Planned Unit Development (PUD) .................. $750 Minor Amendment to existing PUD ................. $100 All Others......................................................... $600 Sign Plan Review ................................................... $150 Site Plan Review (SPR) Administrative .................................................. $100 Residential/Commercial/Industrial Districts .. $750** Subdivision (SUB) Plat 3 lots or less ........................................... $500 Plat over 3 lots ............................................. $1250 Metes & Bounds (2 lots) ................................ $300 Consolidate Lots ............................................ $150 Administrative Subd. (Line Adjustment) ........ $150 Final Plat………………………………..…... $700* Vacation of Easements/Right-of-way (VAC) ........ $300 (Additional recording fees may apply) Variance (VAR) .................................................... $200 Wetland Alteration Permit (WAP) Single-Family Residence ............................... $150 All Others ....................................................... $275 Appeal of Administrative Decision ....................... $200 Zoning Ordinance Amendment (ZOA) ................. $500 NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application. Notification Sign (City to install and remove) ...................................................................................................................... $200 Escrow for Recording Documents (check all that apply) ........................................................................... $ per document Conditional Use Permit - $50 Interim Use Permit - $50 Site Plan Agreement - $85 Wetland Alteration Permit - $50 Easements (____ easements) - $85 Vacation - $85 Variance - $50 Metes & Bounds Sub (2 deeds) - $250 Deeds - $100 TOTAL FEE: *Includes $450 escrow for attorney costs. **Additional escrow may be required for other applications through the development contract. Section 2: Required Information Description of Proposal: Property Address or Location: Parcel #: Legal Description: Total Acreage: Wetlands Present? Yes No Present Zoning: Requested Zoning: Present Land Use Designation: Requested Land Use Designation: Existing Use of Property: Check box if separate narrative is attached. 6 Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only t o the right to object at the hearings on the application or during the appeal period. If this applicatio n has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information: Property Owner Email______________________________ Name: Applicant Email______________________________ Address: Engineer Email______________________________ City/State/Zip: Other* Email______________________________ Email: This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. 7 100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com April 4, 2025 Eric Maass Community Development Director City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 Re: Avienda Apartment Development Dear Planning Staff and City Officials, Inland Development Partners is pleased to submit for your review and consideration a site plan application for a proposed 412-unit, 4-story luxury apartment community, located within the previously approved Avienda Planned Unit Development (PUD). Situated on just over 11 acres, this project aligns with the PUD standards already approved for the Avienda development, which included entitlements for 417 units and a maximum building height of five stories. This proposal will further activate the Avienda development by offering an additional housing option tailored to both current and future residents of Chanhassen. In doing so, it supports the adjacent commercial and retail uses planned within Districts 2 and 3 of Avienda. Project Overview The project is composed of two north-south-oriented residential buildings connected via two clubhouse structures—one on the east and one on the west—creating two U-shaped forms that break down the scale of the building and enhance the variation in design. These 4-story buildings sit atop a half-exposed structured parking deck containing 492 stalls. This elevated configuration provides both privacy and visual buffering from nearby retail uses. Additional surface parking includes 143 stalls, with an additional 101 “proof-of-parking” stalls reserved for future use if needed. The project will include a mix of unit types based on market data including studio, alcove, one-bedroom, one-bedroom + den, two bedroom and three-bedroom units. Amenities The two clubhouse structures enclose the following amenities: Eastern Clubhouse (Main Entry & Resident Services):  Leasing office  Coworking spaces and coffee bar  Clubroom and entertainment spaces  East/west daylight exposure for natural lighting  Golf simulator  Movie room Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348 883 100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com Western Clubhouse:  Indoor sport court  Fitness and wellness centers  Sauna Courtyard and Outdoor Amenities:  Pool and spa  Putting greens and flex green space  Fire pits, outdoor kitchens, grill/bar stations.  Lounge and hammock areas.  Meandering trail and garden spaces  Pet amenities include internal courtyard areas and two exterior dog runs. A half-mile trail loop surrounds the site and links to public sidewalks and pedestrian pathways, providing connectivity to the broader Avienda development and public right-of-way. These internal connections offer an enhanced pedestrian experience that exceeds the original PUD expectations. Courtyard and exterior site activities will follow city noise ordinances, closing by 10 p.m., and the pool will close at dusk. Design Narrative: The design highlights a contemporary-natural aesthetic, combining light and dark material palettes. Large glass expanses bring in natural light and connect indoor and outdoor spaces. Materials—including traditional lap siding, board and batten panels, colored masonry, and wood-finish elements—balance timeless character with a modern edge. The architecture is harmonious with Avienda’s design principles while offering a unique identity for this community. Landscaping Narrative Key landscape elements include:  Streetscape tree plantings along north-south drive through the site  Foundation and parking lot plantings  Enhanced screening added landscaping along the western elevation.  Courtyard landscaping  Landscape uplighting and code-compliant site lighting. Building lighting emphasis is placed on the eastern residential elevation to support the retail corridor and avoid excess lighting near adjacent residential areas to the west. Regional Stormwater Treatment  The regional stormwater plan covering the apartment site, and the remaining development of the Avienda project assumes a 70% impervious area.  Individual lots can have more than 70% impervious as long as the whole site is 70%. The proposed Avienda Apartments will have a 72.8% impervious area. Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348 984 100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com  Landform is not concerned with the extra 2.8% as it relates to the regional stormwater calculations as disconnected impervious area can be omitted from the calcs which would include the trail system around the building (4% of the 72.8% impervious site area). Courtyard Stormwater Drainage  The courtyard storm drainage was designed to sheet drain from the rooftops of the podium towards the central courtyard through four (4) catch basins/yard drains, then convey water underneath the building through interior plumbing with capacity to handle a 100-year storm event.  The courtyard sheet drains at a slope at 2% towards center.  The lower podium has not contemplated parking underneath the stormwater pipe structure for proper headroom clearance to connect the pipe through the parking structure and then connect to the regional stormwater line.  The seller (Level 7 Development) will construct the regional stormwater system and connections to the apartment site.  The project team will be meeting with the watershed in the coming weeks to work through permitting requirements. Sustainability Features  Maximized natural daylighting and light sensors for energy efficiency.  EV-ready infrastructure: 20% of interior parking stalls wired for electric charging.  Collaboration with Xcel Energy for participation in energy-saving programs. Governmental Approvals Enclosed in this package are the following items for review:  Site Plan Application  Supplemental Plat Applications (provided by Landform separately)  Civil and Architectural Plans Prior to submitting a formal entitlement package, the developer did hear feedback from the City Council through a workshop session on March 25, 2025, which resulted in the comprehensive outdoor trail system around the building. In addition to early City Council feedback, the developer held a neighborhood meeting on March 26, 2025, 18 individuals signed into the meeting with an estimated total of thirty that attended. Overall feedback was positive for the project with the following topics as a focus:  Ensuring pedestrian connections will continue east to west through the apartment development site to ensure residents through the broader Avienda development could access the much-anticipated retail development.  There were many questions related to timing of the retail development. A representative from Level 7 Development was in attendance to answer those questions.  Residents understood completing the apartment project would create the final momentum to attract retailers to the site.  Positive feedback on the way the building looked, variation in material, and bringing the height and scale-back from previous PUD plans. Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348 1085 100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com Conclusion This proposed development represents a significant contribution to the ongoing realization of the Avienda development. It provides a thoughtfully designed, amenity-rich, and market-responsive housing option that supports the broader goals of the Chanhassen community. We appreciate your consideration and welcome any questions or feedback. Sincerely, Jacquel Hajder & Tom Shaver Inland Development Partners Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348 1186 CABXMNDOT WETLAND M109.6HHLOT 1Area = 480,559 S.F.BLOCK 1OUTLOT AArea = 1,059,238 S.F.Drainage and Utility Easement over all of OUTLOT A12.095.4300.326.7 52.426.812.516.9234.441.4 836.9 125.8107.349.632.6 36.726.143.961.14 6 .6 163.5 373.5463.8123.042.5243.736.945.824.245.489.48.8 174.0 8.2 72.198.2815.3 65.828.423.5123.719.245.82.3808091PRELIMINARY PLATSES04 APR 2025OVERALL SITE &SIGNAGE PLANC2.1PROJECT 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.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.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 HISTORYDEVELOPERMUNICIPALITYAVIENDAAPARTMENTSCHANHASSEN, MNPRELIMINARY PLATAPRIL 04, 2025SCD14001.LEV.0042024 LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH0100200THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot D, Avienda, Carver County, MinnesotaC002SCD004 - Apartments.dwgPRELIMINARY PLATC0.2I hereby certify that this survey, plan, or report was prepared byme or under my direct supervision and that I am a duly LicensedLand Surveyor under the laws of the state of Minnesota.Signature shown is a digital reproduction of original. Wet signedcopy of this plan on file at Landform Professional Services, LLCoffice and is available upon request.License No. 58896Date: 04/04/2025Jerrod Gustavus LeSavage12 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C0.0TITLE SHEETAVIENDA MULTIFAMILYCHANHASSEN, MINNESOTAISSUED FOR: CITY SUBMITTALSHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETC1.0REMOVALS PLANC2.0SITE PLAN - OVERALLC2.1SITE PLAN - NORTHC2.2SITE PLAN - CENTRALC2.3SITE PLAN - SOUTHC2.4VEHICLE TURNING MOVEMENT DIAGRAMC3.0GRADING PLAN - OVERALLC3.1GRADING PLAN - NORTHC3.2GRADING PLAN - CENTRALC3.3GRADING PLAN - SOUTHC4.0UTILITY PLAN - OVERALLC4.1UTILITY PLAN - NORTHC4.2UTILITY PLAN - CENTRALC4.3UTILITY PLAN - SOUTHC5.0CIVIL DETAILSC5.1CIVIL DETAILSC5.2CIVIL DETAILSC5.3CIVIL DETAILSC5.4CIVIL DETAILSC5.5CIVIL DETAILSL1.0LANDSCAPE PLAN - OVERALLL1.1LANDSCAPE PLAN - NORTHL1.2LANDSCAPE PLAN - CENTRALL1.3LANDSCAPE PLAN - SOUTHL1.4LANDSCAPE PLAN - COURTYARDL1.5LANDSCAPE PLAN - ENLARGEMENTSL1.6LANDSCAPE PLAN NOTES & DETAILSSW1.0SWPPP - EXISTING CONDITIONSSW1.1SWPPP - PROPOSED CONDITIONSSW1.2SWPPP - DETAILSSW1.3SWPPP - NARRATIVESW1.4SWPPP - ATTACHMENTSSW1.5SWPPP - ATTACHMENTSREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRLEVEL 7 DEVELOPMENT LLC4600 KINGS POINT RDMINNETRISTA, MN 55331MARK NORDLAND612-812-7020MNORDLAND@NORDLANDPARTNERS.COM1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FORTHE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIORTO CONSTRUCTION.3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BYCODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMEDPRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINALCONNECTION OF SERVICES.4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE INPROJECT DOCUMENTS.5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANYCOSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS ORPROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUEDFINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENTACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TOSUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALLPERMITS ARE OBTAINED.SITE LOCATION MAPNPROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422MATT PAVEK612-615-0060MPAVEK@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422PATRICK SARVER612-615-0060PSARVER@CIVILSITEGROUP.COMDEVELOPERINLAND DEVELOPER PARTNERS100 LAKE ST W SUITE, #200WAYZATA, MN 55391JACQUEL HAJDER952-641-9423JACQUEL.HAJDER@DORAN COMPANIES.COMPROPERTY OWNERARCHITECTESG ARCHITECTURE & DESIGN350 NORTH 5TH STREET, SUITE 400MINNEAPOLIS, MN 55401DAVE EGBERT612-597-4468DAVE.EGBERT@ESGARCH.COMSURVEYORCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422RORY SYNSTELIEN612-615-0060 X 712RORY@CIVILSITEGROUP.COMGEOTECHNICALENGINEERBRAUN INTERTEC CORPORATION11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MN 55438GREGG JANDRO952-995-2270GJANDRO@BRAUNINTERTEC.COMSITE LOCATION13 RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)PID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0 32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATIONOF UTILITIES. UPON COMPLETIONOF UTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALEXISTING SIDEWALKTO REMAIN. PROTECTFROM DAMAGEREMOVE EXISTING FES STRUCTURE& RIP RAP FOR INSTALLATION OFPROPOSED STORM SYSTEM. SEEUTILITY PLANSEXISTING SIDEWALKTO REMAIN. PROTECTFROM DAMAGEEXISTING STREET TOREMAIN. PROTECT FROMDAMAGEEXISTING SANITARY MANHOLE TOREMAIN. PROTECT FROM DAMAGE.RESET RIM TO PROPOSED GRADE. SEEGRADING & UTILITY PLANS.EXISTING HYDRANT & STORMMANHOLE TO REMAIN.PROTECT FROM DAMAGEEXISTING SIDEWALKTO REMAIN. PROTECTFROM DAMAGEEXISTING BIT TRAILTO REMAIN. PROTECTFROM DAMAGEREMOVALS PLAN LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASEMATERIAL, INCLUDING BIT., CONC., ANDGRAVEL PVMTS.REMOVAL OF STRUCTUREINCLUDING ALL FOOTINGS ANDFOUNDATIONS.TREE REMOVAL - INCLUDINGROOTS AND STUMPSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C1.0REMOVALS PLANREMOVE CURB AND GUTTER. IF INRIGHT-OF-WAY, COORDINATE WITH LOCALGOVERNING UNIT.REMOVAL NOTES:CITY OF CHANHASSEN REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDESTAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY,THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITHTHE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THECONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THECONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTIONACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONPROPERTY LINEREMOVAL OF TREES ANDVEGETATION INCLUDING STUMPSAND ROOT SYSTEMS01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONLEVEL 7 DEVELOPMENT LLC4600 KINGS POINT RDMINNETRISTA, MN 55331MARK NORDLAND612-812-7020MNORDLAND@NORDLANDPARTNERS.COMBACKGROUND CREATED FROM MULTIPLE FILES. TO BEUPDATED/COORDINATED AS SURROUNDING AREAS ARE FURTHERDESIGNED.1.ALTA SURVEY CREATED BY CSG. MARCH 20252.ROWHOMES CONSTRUCTION DOCUMENTS3.FINAL PLAT FROM LANDFORM4.PROPOSED SURFACES FROM LANDFORM5.PROPOSED FUTURE BUILD OUT CONDITION FROM THELARGER PLAN OF DEVELOPMENT14 RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalkPHASE IPHASE II10' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK611PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL22' BLDG SET BACK22' BLDG SET BACK PROOF OF PARKINGAREA - 6 SPACES13612PROOF OF PARKINGAREA - 13 SPACES30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' BLDG. SET BACK22' BLDG. SET BACK22' BLDG. SET BACK22' BLDG. SET BACK22' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK22' BLDG. SET BACK18.026.018.020.3 614PROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL413PROOF OF PARKING AREA - 12 SPACESPROOF OF PARKING AREA - 7 SPACESCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS62.0 B618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0 32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.00WORK BY OTHERSPET PARK1,500 SFGREEN SPACEUNDERGROUNDGARAGE ENTRANCEMAIN ENTRANCEUNDERGROUNDGARAGE ENTRANCEPLANTED EARTH BERMALONG BOULEVARDAVIENDA QUAD ORPOND SITE FEATURESPORTS 50KPET PARK1,500 SF97SITE DATAZONING SUMMARYEXISTING ZONINGPROPOSED ZONINGPUD R-12 ZONINGREQUIREDPROVIDEDBUILDING SETBACKSPUD EXTERIOR5' PLUS BLDGHEIGHT ABOVE 35'(22'2'')22'6''PARKING SETBACKSFRONT10'REAR10'SIDE10'REQUIREDPROVIDEDPARKING SUMMARYPARKING STALLDIMENSIONS 90°9'X18'9'X18'PARKING STALLDIMENSIONS 60°10'X18'10'X18'DRIVE AISLEDIMENSIONS24'26'FIRE ACCESS ROADDIMENSIONS26'26'DIMENSIONAL STANDARDSMIN LOT AREA10,000 SF480,542 SFMIN LOT WIDTH100 Ft518.60 FtMIN LOT DEPTH100 Ft815.30 Ft10'10'10'COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOCITY OF CHANHASSEN SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC SITE NOTES.ACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSEDPROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONSREQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BEAPPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIORTO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FORREVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE ASSHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALLPREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURBRAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHERPAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS.CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLEFOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.20.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS.TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENTREPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILOPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE COLLECTED IN INTERIORTRASH ROOM AND MOVED TO EXTERIORSTAGING AREA AND REMOVED BY COMMERCIALCO. WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN - OVERALL01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONLEVEL 7 DEVELOPMENT LLC4600 KINGS POINT RDMINNETRISTA, MN 55331MARK NORDLAND612-812-7020MNORDLAND@NORDLANDPARTNERS.COMWEST BLDG SETBACK CALC.BUILDING LOW FLOOR=915.00BUILDING FFE = 927.00GRADE AGAINST BLDG = 923.00HEIGHT OF BLDG ABOVE FFE=48'2'' (4 STORIES)HEIGHT OF BLDG ABOVE GRADE=52'2''HEIGHT ABOVE 35' = 17'2''SETBACK = 5'+HEIGHT OF BLDG ABOVE 35'SETBACK REQUIRED = 22' 2''SETBACK PROVIDED = 22' 6''15 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR FFE=924.00IRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>12" PVC (Rec)ConcreteWalk9131414144.7 18.0 26.0 18.0 26.0 12.76.719.926.019.910.0 10.0 23.018.08.79.011.311.342.010' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 611PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL22' BLDG SET BACK 25.5167.3 96.31230' EXTERIOR PUD BLDG. SET BACK30' EXTER IOR PUD BLDG . SET BACK30' BLDG. SET BACK22' BLDG. SET BACK 15.015.06.0 16.0 8.080.018.8 PROOF OF PARKING AREA - 12 SPACESCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.C&GMATCH EXISTINGC&G12.024.032.032.0 32.0 12.5 7.0 12.5 6.06.0VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.026.06.021.06.00R3 . 0 R3.0R 3 0 . 0 WORK BY OTHERS4.0 4.04.0 6.011.2 6.0 PET PARK1,500 SFGREEN SPACEUNDERGROUNDGARAGE ENTRANCEPLANTED EARTH BERMALONG BOULEVARDRESIDENCE MONUMENT SIGN, FINALSIZE, FOOTING, & LOCATION TO BESPECIFIED. COORD. W/ ARCH'L PLANSPROPERTY LINEPROPERTY LINERIBBON CURBMOVING TRUCK ENTRANCE& STAGING AREAB612 C&G,TYP.B612 C&G,TYP.CONC. WALK. TYP.B612 C&GTRASH/RECYCLINGEXTERIOR PICKUP AREAB618 C&G PER CITYSTANDARDS, TYP.PED. RAMP,. TYP.SEE DETAILB612 C&G,TYP.MATCH INTOEXISTING WALK.SURMOUNTABLEC&GUTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.UTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.OVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSMATCH EXISTING. COORD. W/LARGER PLAN OF DEVELOPMENTSTOP SIGN., TYP.WAYFINDINGSIGN., TYP.6.06.0CONC. WALKBIT. PAVING.SEE DETAILBIT. PAVING.SEE DETAILMATCH INTO EXISTINGCONC. WALKR 2 0 . 0 R 3 . 0 R5.0R10.0R5.0 R3 . 0 R3.0R3.0R3.0R 3 . 0R3.0R16.0R16.0R1 5 . 0 R20.0R3.06.06.06.0 4.0APPROX HWL OFFILTRATION BASINCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.1SITE PLAN - NORTHSEE SHEET C2.0 FORGENERAL SITE NOTES16 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRSTS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13P726.016.018.86.722.015.126.024.0 16.0 10' PARKING SET BACK37.022.5PROOF OF PARKINGAREA - 6 SPACES136PROOF OF PARKINGAREA - 13 SPACES22' BLDG. SET BACK14.55.76.05.76.022CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS6.74.020.3MAIN ENTRANCEAVIENDA QUAD ORPOND SITE FEATUREAPPROX HWL OFFILTRATION BASINPROPERTY LINEPROPERTY LINECONC. WALKBIT. TRAILOVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSVALLEYGUTTERCONC. WALKBLDG. STOOPBLDG. STOOPCONC. WALK6.06.0CONC. WALKBLDG. STOOPBLDG. STOOP4.0 4.0SPECIALTY PAVEMENTPARKING LEVELLEVEL 1MATCH. COORD. W/ LARGERPLAN OF DEVELOPMENTR20.0R 2 0 . 0 R5.0R4 . 0R4.0R20.0R20.0R10.0R10.0R3.0R20.0 R 3 . 0 R20.06.06.013.76.06.06.04.08.08.0 4.0COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.2SITE PLAN - CENTRALSEE SHEET C2.0 FORGENERAL SITE NOTES17 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS STS>>STS STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)Bituminous PathBituminous Path971310156.719.926.019.910.0 10.0 23.018.08.714.810.014.8 11.24.7 18.026.018.0 11.342.010' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK22' BLDG SET BACK25.547.8 160.2 22' BLDG. SET BACK22' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK22' BLDG. SET BACK16.08.0 6.0 78.450.018.026.018.020.3 614PROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL41413PROOF OF PARKING AREA - 7 SPACES39.2 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS62.0 26.0 24.030.0 26.06.012.020.044.0 R28.0R28.0R10 . 0 R3.0 R16.0R20 . 0 R5.0R20.0 UNDERGROUNDGARAGE ENTRANCEPET PARK1,500 SFPROPERTY LINEPROPERTY LINEB612 C&GB612 C&G, TYP.RIBBON CURBCONC. WALK. TYP.CONC. WALKMOVING TRUCK ENTRANCE& STAGING AREATRASH/RECYCLINGEXTERIOR PICKUP AREABIT. TRAILSURMOUNTABLEC&GUTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.UTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.OVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSBIT TRAILSTOP SIGN., TYP.COORD. W/ CITY.VALLEY GUTTERVALLEYGUTTERWAYFINDINGSIGN., TYP.6.0BIT. PAVING.SEE DETAILBIT. PAVING.SEE DETAILMATCH EXISTING C&G. TYP.& MATCH INTO EXISTINGENTRANCE DRIVEMATCH INTO EXISTINGCONC. WALKMATCH INTOEXISTING BIT. TRAILMATCH. COORD. W/ LARGERPLAN OF DEVELOPMENTR 3 . 0 R5.0R 3 . 0 R87.0R119.8R80.2R3.0R3.0R3.0R3.0R3.0 4.0R10.0R3.0R3.0R42.44.04.0 10.010.06.0 6.06.07.36.06.06.06.06.06.0 R 3 . 0 4.08.74.09APPROX HWL OFFILTRATION BASIN15.0 15.06.0R 2 0 . 0R20.07MATCH. COORD. W/ LARGERPLAN OF DEVELOPMENT96.3VALLEYGUTTERCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.3SITE PLAN - SOUTHSEE SHEET C2.0 FORGENERAL SITE NOTES18 RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85IRRIRRIRRIRRIRRIRRIRRIRRIRRRETAIL16,000 S.F.IRRIRRIRRFFE=924.00FFE=924.00FFE=918.00IRRIRRIRR6SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)BASIN 47PPROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>12" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARD(A Public R/W)(Width Varies)AVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalk8" PVC Wat.Stub(Rec)NO BUILDINGSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.032.012.57.0 12.5VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS31.813.270.0 70.020.020.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.070.0 70.020.020.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.0RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85IRRIRRIRRIRRIRRIRRIRRIRRIRRRETAIL16,000 S.F.IRRIRRIRRFFE=924.00FFE=924.00FFE=918.00IRRIRRIRR6SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>S T S > > STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>> STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)BASIN 47PPROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>12" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA) Address: Unassigned BLUFF CREEKBOULEVARD(A Public R/W)(Width Varies)AVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalk8" PVC Wat.Stub(Rec)NO BUILDINGSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0 32.0 12.5 7.0 12.5VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS31.813.270.0 70.020.0 20.0ACCEPTABLE ALT. TO 120'HAMMERHEADR2 8 . 0 R28.070.0 70.020.0 20.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.0COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRC2.4VEHICLE TURNINGMOVEMENT DIAGRAM01" = 60'-0"60'-0"30'-0"N1TURNING MOVEMENT EXHIBIT - FIRE TRUCK & AMBULANCE01" = 60'-0"60'-0"30'-0"N1TURNING MOVEMENT EXHIBIT - MOVING TRUCK & GARBAGE TRUCK19 RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0 32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSFILTRATION BASINPOND BOTTOM=914.00HWL=917.19 ST-1ST-2ST-3ST-4COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.0GRADING PLAN -OVERALLGENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSCITY OF CHANHASSEN GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL ANDCIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OFTHIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURSPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION,EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILSENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAYEXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.10.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY AREGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOILAND SODDING ACTIVITIES.12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THECONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGEENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYSAND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREASWHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.14.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS.PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, ORBETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDEA LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETEDIN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE.CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.16.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUSTCOMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THERESPONSIBILITY OF THE CONTRACTOR. 17.TOLERANCES17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION ATANY POINT WHERE MEASUREMENT IS MADE.17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THEPRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BYTHE ENGINEER.17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.17.5.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ONPLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.18.MAINTENANCE18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IFREQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY,SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:REVISION SUMMARYDATEDESCRIPTION01" = 50'-0"50'-0"25'-0"NGROUNDWATER ELEVATION PERBORINGBORINGGROUND WATERELEVATIONST-1NEST-2NEST-3NEST-4NEPER GEOTECHNICAL REPORT COMPLETED BY BRAUNINTERTEC, INC. ON 02/20/2025.20 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR FFE=924.00IRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)ConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.C&GMATCH EXISTINGC&G32.032.0 32.0 12.5 7.0 12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSST-1ST-2COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.1GRADING PLAN - NORTH1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C2.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR21 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRSTS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PN00°21'54"E 815.29 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSPOND BOTTOM=914.00HWL=917.19 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.2GRADING PLAN -CENTRAL1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C3.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR22 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS STS>>STS STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSST-3ST-4COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.3GRADING PLAN - SOUTH1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C3.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR23 RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0 32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS35.3 72. 5 89.834.871.5192.7 239.867.256.8187.3 174.5 PROPOSEDHYDRANTFIRE DEPT.CCONNECTIONPROPOSEDHYDRANTFIRE DEPT.CCONNECTIONPROPOSEDHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 GENERAL UTILITY NOTES:UTILITY PLAN LEGEND:CITY OF CHANHASSEN UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN -OVERALL01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.5.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.6.UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.7.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.9.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.10.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TOSANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.11.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.12.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.13.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.14.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.15.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.16.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.17.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.18.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.19.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.20.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.21.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILEPER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.22.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENTOSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 24 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR FFE=924.00IRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)ConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.C&GMATCH EXISTINGC&G32.032.0 32.0 12.5 7.0 12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS8'' PVC C900WATER MAIN8''X6'' TEEHYD. & GV PERCITY STANDARDS8''X6'' TEE8" FIRE PVC C900 WATER SERVICE,STUB TO W/I 5' FROM BUILDING,COORD. W/MECH'L PLANS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS8''X8'' TEEGV & VALVEBOXFIRE DEPARTMENTCONNECTION,COORD. W/MECH'LUNDERGROUND STORM WATERRATE CONTROL BASIN 1P66" DIAMETER PERFORATED CMP1919.75 LF(6 ROWS @ 216 LF, 2 ROWS @ 280 LF, 1 HEADER @13.75', 1 HEADER @ 46.75', & 1 HEADER @ 63.25')12" SIDE & END STONE6" STONE COVER33" STONE SEPARATION6'' STONE BASESTONE IE=912.10CHAMBER (66'' PIPE) IE=912.60CHAMBER (66'' PIPE) TOP=918.10STONE TOP=918.60MIN COVER OVER CHAMBER=2.5'OUTLET ELEVATIONS (SEE DRAWING, OUTLETCONTROL STRUCTURE & DETAILS)WQL (1.1'' EVENT) (MPCA)=912.89100-YR HWL=917.43EOF=921.83TOTAL SYSTEM CAPACITY=69,825 CF(SEE DETAIL AND SHOP DWGS)SHOP DRAWINGS REQUIREDSTUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=910.00COORD. W/MECH'L PLANS.31 LF 8" PVC SDR 26SANITARY SERVICE@ 2.00%223 LF 8" PVCEXISTING SANITARYSERVICE @ 0.735%(PER RECORD)(FIELDVERIFY)128 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%SANMH 6RE=921.65IE(N)=909.28IE(W)=909.38CB 23RIM=921.25IE(E)=915.75IE(S)=916.15EXISTING FES-402INV:912.45PER DETAIL C7.2/4OF ROWHOMESCONSTRUCTIONDOCUMENTSEXIST 38' - 12'' RCP @0.4%PER ROWHOMESCONSTRUCTIONDOCUMENTSCONNECT TO EXISTING STMH (MH - 401)(PER AVIENDA ROWHOMES CONSTRUCTIONDOCUMENTS) W/ PROPOSED 12'' RCPSTORM PIPEEXIST RIM=922.35PROPOSED RIM=923.88EXIST IE(W)=911.87EXIST IE(SE)=912.29PROP IE(SE)=911.87RECONSTRUCT BENCH AS NECESSARYMAKE CONNECTION TO EXISTING24'' RCP STORM PIPE W/PROPOSED NEW STORM MANHOLESTMH 31RIM=929.01EXIST IE(NE)=912.77PROPOSED IE(NE)=912.77PROPOSED IE(SE)=912.77EXIST 47' - 24'' RCPSTORM @0.34%50 LF 24" HDPESTORM @ 0.34%INLET=912.60OUTLET=912.6010 LF 24" HDPESTORM @ 0.50%136 LF 12" RCPSTORM @ 0.50%OCS 30RIM=922.00IE(E)=912.55IE(NW)=912.55INCLUDE WEIR WALL.SEE DETAILSTUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS21 LF 15" SCH 40 PVCSTORM @ 4.05%CB 22RIM=921.09IE=915.40ACCESS RISER, TYP.EXISTING CB-1401NYLOPLAST STRUCTURE W/22.5° BENDEXISTING RE=921.13PER ROWHOMESCONSTRUCTION DOCUMENTSEXISTINGHYDRANT & GVACCESS RISER, TYP.EOF=921.8340 LF TRENCH DRAIN 40RIM=914.85BOT=912.85CONNECT TO INTERIOR BLDGMECH'L PUMP, SEE MECH'LPLANSDRAINAGE AREA ≈ 27,700 SF100-YR FLOW RATE ≈ 6.57 CFS(SEE DETAIL AND SHOP DWGS)GV & VALVEBOXCBMH 21RIM=920.88IE=915.19193 LF 24" HDPESTORM @ 0.30%UTILITY CROSSINGTOP OF SAN≈909.6BOT OF STORM≈915.0SEPARATION≈5.4'UTILITY CROSSINGTOP OF WATER≈913.0BOT OF STORM≈915.0SEPARATION≈2.0'71 LF 24" HDPESTORM @ 0.30%117 LF 24" HDPESTORM @ 0.30%MAKE CONNECTION TO EXISTING 8''PVC C900 WATER MAIN STUB, COORD.W/ LARGER PLAN OF DEVELOPMENT &W/ CITY. (FIELD VERIFY LOCATION)45° BENDSANMH 5RE=923.05IE(NE)=907.90IE(S)=908.00MAKE CONNECTION TO EXISTING 8'' PVCSAN STUB W/ PROPOSED NEW SANITARYMANHOLE SANMH 4RE=922.24IE(SW)=907.62IE(N)=907.52COORD. W/ LARGER PLAN OFDEVELOPMENT & W/ CITY28 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.1UTILITY PLAN - NORTH01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR25 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRSTS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSFES 1IE=913.25W/ RIPRAP ANDTRASH GUARDCBMH 13-48"RIM=924.00IE=919.15STUB STORM TO 5' FROMBUILDING IE @ STUB=921.75COORD. W/ MECH'L PLANS78 LF 15" SCH. 40PVC STORM @ 3.33%CBMH 12-48"RIM=924.00IE(W)=918.81IE(NE)=918.6668 LF 15" HDPESTORM @ 0.50%STMH 11RIM=926.67IE(E)=917.81IE(SW)=918.06IE(NW)=918.06120 LF 18" HDPESTORM @ 0.50%STORM SEWER PIPE TO CROSS BUILDINGFOOTPRINT.141 LF 24" SCH. 40 PVCSTORM @ 2.00%SIZED FOR THE 100-YR STORM EVENTCOURTYARD 10-YR DISCHARGE≈20.8 CFSCOURTYARD 100-YR DISCHARGE≈34.3 CFSPIPE CAPACITY≈46.0 CFSSTMH 2-72"RIM=921.42IE(W)=914.15IE(S,N)=914.15IE OUTLET (E)=913.40SUMP=909.40INCLUDE OIL/FLOATABLESSNOUT/HOOD OR SIMILAR42 LF 24" HDPESTORM @ 2.00%49 LF 48" RCP STORM @ 0.30%SIZED FOR THE 10-YR STORM EVENTWHOLE SITE DISCHARGE 10-YR ≈ 50.0 CFSWHOLE SITE DISCHARGE 100-YR ≈ 84.6 CFSPIPE CAPACITY ≈ 54.8 CFSCOORDINATE SANITARY SERVICES, WATERSERVICES, & STORM CONNECTIONS INTO THEBUILDING W/ MECH'L PLANS PRIOR TOCONSTRUCTION. CONFIRM SIZING & INVERTELEVATIONS. BRING INCONSISTENCIES TO THEATTENTION OF THE ENGINEER.8''X6'' TEEHYD. & GV PERCITY STANDARDS8'' PVC C900WATER MAIN161 LF 24" HDPESTORM @ 0.30%UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈914.0SEPARATION≈1.5'MAINTAIN MIN 18'' SEPARATIONAT CROSSING. INSULATE ASNECESSARY120 LF 18" HDPESTORM @ 0.50%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS82 LF 15" SCH 40 PVCSTORM @ 2.40%STUB STORM TO 5' FROMBUILDING IE @ STUB=921.75COORD. W/ MECH'L PLANS78 LF 15" SCH. 40PVC STORM @ 3.33%CBMH 11B-48"RIM=924.00IE=919.15CBMH 11A-48"RIM=924.00IE(W)=918.81IE(SE)=918.66CBMH 10RIM=923.90IE=914.9967 LF 15" HDPESTORM @ 0.50%UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈914.0SEPARATION≈1.5'ENSURE MIN 18'' OF SEPARATIONAT CROSSING. INCLUDEINSULATION AS NECESSARYCBMH 20RIM=920.00IE(N,S)=914.61IE(W)=915.01131 LF 24" HDPESTORM @ 0.35%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS82 LF 15" SCH 40 PVCSTORM @ 2.43%ROWHOMESPROJECTPOND 13PFILTRATION BASIN100-YR HWL = 917.19BOTTOM = 914.00GV & VALVEBOXUTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.2UTILITY PLAN -CENTRAL01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR26 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS STS>>STS STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS146 LF 18" HDPESTORM @ 0.30%99 LF 24" HDPESTORM @ 0.30%CBMH 5RIM=919.75IE(NE)=915.39IE(W)=915.64STUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=904.13COORD. W/MECH'L PLANS.90 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%MAKE CONNECTION TO EXISTING SANITARYSEWER STUB (STUB IE=900.23)(STUB NOTBUILT YET. FIELD VERIFY LOCATION & IE)EX 8" STUB IE=900.23±(FIELD VERIFY PRIOR TO CONST)COORD. W/ CITYSANMH 1RE=920.93IE(SW)=901.13IE(N)=901.238''X6'' TEEHYD. & GV PERCITY STANDARDS22.5° BEND22.5° BENDGV & VALVE BOXMAKE CONNECTION TO EXISTING8'' PVC C900 WATER MAIN STUB,COORD. W/ CITY. FROM RECORD(FIELD VERIFY LOCATION)8'' PVC C900WATER MAIN8''X6'' TEE8" FIRE PVC C900 WATER SERVICE,STUB TO W/I 5' FROM BUILDING,COORD. W/MECH'L PLANS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS8''X8'' TEEGV & VALVE BOXFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L58 LF 8" PVC SDR 26SANITARY SERVICE@ 5.00%STUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=910.00COORD. W/MECH'L PLANS.MAKE CONNECTION TO EXISTING 8'' PVCSAN STUB W/ PROPOSED NEW SANITARYMANHOLE SANMH 2RE=914.40EXISTING IE(S)=902.00(FROM RECORD) (FIELD VERIFY)PROP IE(N)=902.50COORD. W/ CITY25 LF 8" PVC SDR 26SANITARY SERVICE@ 5.00%SANMH 3RE=920.67IE(W)=908.75IE(SE)=908.65174 LF 8" PVC SDR 26SANITARY SERVICE@ 3.53%UTILITY CROSSINGTOP OF SAN≈907.6BOT OF STORM≈915.0SEPARATION≈7.4'CBMH 6RIM=920.00IE(E)=916.08IE(N)=916.23CBMH 4RIM=919.75IE=915.09UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'152 LF 24" HDPESTORM @ 0.30%CBMH 3RIM=919.75IE(N,S)=914.63IE(W)=915.03STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS82 LF 15" SCH 40 PVCSTORM @ 2.40%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.75COORD. W/ MECH'L PLANS83 LF 15" SCH. 40PVC STORM @ 1.83%EXIST MH-41-049(INFORMATION FROM ROWHOMESCONSTRUCTION DOCUMENTS)RIM:916.56INLET W:911.82INLET NE:900.10INV:900.0060'' DIAR-1642INSIDE DROPSEE DETAIL C7.2/68''X8'' TEE, GV, & 8'' PLUG PERROWHOMES CONSTRUCTIONDOCUMENTSEOF=920.8340 LF TRENCH DRAIN 50RIM=914.85BOT=912.85CONNECT TO INTERIOR BLDGMECH'L PUMP, SEE MECH'LPLANSDRAINAGE AREA ≈ 18,000 SF100-YR FLOW RATE ≈ 4.27 CFS(SEE DETAIL AND SHOP DWGS)STORM MANHOLE (MH-918)& 15'' RCP STORM PIPE.WORK BY OTHERSEXISTING SANMHRAISE RIM TO PROPOSED GRADEEXIST RE=916.56PROP RE=919.06AREA DRAIN-27"RIM=915.67WORK BY OTHERSEOF=919.00COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.3UTILITY PLAN - SOUTH01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR27 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.0CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION6"3'-6"3'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGNACCESSIBLE SIGN & CHANNEL POST - LOT LOCATIONN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POSTINSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPEGROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1"FROM TOPADJACENT PVMT. - MATERIALVARIES, SEE PLAN & DETAILSSLOPE TOPOF FOOTINGAWAY FROMBASE, TYP.1" SILICONE RUBBER ORASPHALTIC CAULKINGCOMPOUND6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1COAT ANTI-RUST PRIMER PRIMER3-3/16", 2 LBS./FT., COMMERCIAL GRADE,GALVANIZED STEEL "CHANNEL" STYLE SIGN POSTMETAL SIGN(S) ACCORDING TO MN STATECODE, PROVIDE SHOP DRAWING OF SIGNMODELGALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDEREINFORCING PLATE AT EACH BOLT LOCATION (3"X3")TRIM POST TOBELOW TOP OFSIGN6"14" THICK, COMMERCIAL GRADE THERMOPLASTICPOLYETHYLENE PROTECTIVE SLEEVE, PER IDEALSHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED.PROVIDE COLOR SELECTION OPTIONSCUT TOP OF POLYETHYLENE SLEEVE TOACCOMMODATE CHANNEL POST (ON-SITE)COMMERCIAL GRADE CONSPICUITY MARKINGS(TAPE), 3M DIAMOND GRADE SERIES 973, ORSIMILARCOMPACTED AGG., TYP.6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITHANTI-RUST PRIMERCONC. FOOTING, SONOTUBE® FORM RECOMMENDEDNO PARKING TO BEUSED IN FRONT OFSTRIPED ACCESSAISLE6ACCESSIBLE PARKING PAVEMENT MARKINGN T SNOPARKINGNOTE:1.ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT &SIGNAGE.2.VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3.SEE PLAN FOR ACTUAL PARKING SPACESLAYOUT4.ALL PAINT COLORS MUST CONFORM TOSTATE AND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLEFACE OF CURBADJ. SIDEWALKACCESSIBLE CURB RAMP.SEE GRADING & DETAILSHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 2' MIN,. AND 8' MAX. FROM FACEOF CURBHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLENO PARKING SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING SPACEWITH PAINTEDINTERNATIONAL SYMBOL OFACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM8'MIN.8'MIN.8'MIN.PER CITYCODE7 BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A)BASE (B)AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTYX"X"X"HEAVY DUTYX"X"X"FINISHED GRADENOTES:1.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD- NO FIBERN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A)AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.JOINT DEPTH T/42WALKS5"6"CONC. PVMT.X"X"N T SB-612 CONCRETE CURB AND GUTTER7" 13 1/2"6"FINISHED GRADEFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER 3/4"/1'0.5% SLOPE-CONSTRUCT WITH REVERSESLOPE GUTTER WHERE THE PAVEMENTSLOPES AWAY FROM CURB1/2" RADIUS6"8"12"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENTDETAIL (6" MIN.)COMPACTED SUB-BASE, EXIST.NATIVE OR PER SOILS REPORTNOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS1/2" RADIUS57"24"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS6"VALLEY GUTTERN T SADJ. PVMT. SECTION, OR OTHER MATERIALS, SEEPLANCAST-IN-PLACE CONCRETE VALLEY GUTTERSEE GRADING PLAN FOR LONGITUDINAL SLOPEADJ. PVMT. SECTION, LAWN, BIT.PVMT., OR OTHER MATERIALS,SEE PLANCOMPACTED CLASS 5 AGGREGATEBASE, SEE SOIL REPORT FOR DEPTH,6" MIN.COMPACTED SUB-BASE, NATIVE SOILOR AS PER SOILS REPORTRECOMMENDATIONSFINISHED GRADE12"1-12"320"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS6"6"RIBBON CURBN T SADJ. PVMT. SECTION, OR OTHERMATERIALS, SEE PLANCONTINUOUS SLOPE CONCRETE "CURB"SLOPE ACROSS CURB 34" PER 1'-0"ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OROTHER MATERIALS, SEE PLANCOMPACTED CLASS 5 AGGREGATEBASE, SEE SOIL REPORT FOR DEPTH,6" MIN.COMPACTED SUB-BASE, NATIVE SOILOR AS PER SOILS REPORTRECOMMENDATIONSFINISHED GRADE7"4FINISHED GRADENOTES:1.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.5.CONCRETE PADS. ON-SITE SHALL INCLUDE FIBER REINFORCING - 5 LBS./C.Y. CONC. MACRO-FIBERS PER ASTM C1116 ORSTEEL REINFORCEMENT #4 @ 16"FIBER-REINFORCED CONCRETEN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5AGGREGATE BASECOMPACTEDSUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A)AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.5 LBS. / C.Y. CONC. MACRO-FIBERREINFORCING OR STEELREINFORCEMENT #4 @ 16"JOINT DEPTH T/33TRASH PAD8"6"28 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.1CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION29 REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.2CIVIL DETAILS30 REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.3CIVIL DETAILS31 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.4CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONUNDERGROUND POND/BASIN 1PN T S216" MIN.1.INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TOPREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANYUP-GRADIENT LAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO THESTORMWATER SYSTEM.5.PERFORM ALL OTHER SITE IMPROVEMENTS.6.SEED AND MULCH ALL AREAS AFTER DISTURBANCE.7.CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.8.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.9.PLANT AND MULCH SITE.10.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2.ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION) SHALL BEUNDISTURBED, UNLESS OTHERWISE NOTED.3.SEE UTILITY PLAN / SHOP DRAWINGS FOR SYSTEM LAYOUT.4.TYPICAL DETAILS ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FORCOORDINATING WITH REVIEWED SHOP DRAWINGS.CONSTRUCTION SEQUENCING12"33"12"PAVEMENT / LANDSCAPING / SODPERFORATED 66" CMP / HDPESUGRADE SOILS (IN-SITU)FABRIC WRAP TOP AND SIDES WITHMNDOT TYPE 1 GEOTEXTILE (MNDOT 3733)GRADEKEY1. TOPSOIL / PAVEMENT SECTION2. FREE DRAINING ANGULAR DOUBLE WASHED STONE 3/4" - 2" PARTICLE SIZE - NON CARBONATE (LIMESTONE)AND NON CONCRETE. COORDINATE MATERIAL / PARTICLE SIZE W/ MANUFACTURER. INSTALL TO MIN. 95%STANDARD DENSITY PER AASHTO T99.6" MIN.3GROUT UPSTREAM/DOWNSTREAM SIDE OFWEIR WALL (IF NECESSARY) UP TO LOWESTOPENING SUCH THAT STORM WATER CANFREELY FLOW FROM INLET TO OUTLETTHROUGH 4'' ORIFICECONCRETE OUTLET STRUCTUREN T S12" RCP OUTLETELEV=912.55RIM ELEV=922.00SEE UTILITYPLAN FORSIZEDEPTH VARIES, SEE UTILITY PLAN BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6"X6" 10/10 MESHSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESMIN. 2 AND MAX. 5ADJUSTING RINGS. GROUTBETWEEN RINGS, CASTING,AND ALONG OUTSIDE.METAL SEWER CASTINGSOLID COVER"RIM ELEVATION"PRECAST COVER - 8" THICKPRECAST CONCRETE SECTIONRUBBER GASKET - TYP. AT ALL JOINTSWEIR WALL, SEE CROSSSECTION FOR DETAILSSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZES4" DIAMETER ORIFICE AT SAME INVERTELEVATION AS INLET AND OUTLET PIPETILE. SEE CROSS SECTION FOR DETAILS#4 @ 12"HORIZONTAL#4 @ 12"VERTICAL4'SECTION A-ACONCRETE BAFFLE WALLTOP ELEV. = 918.054" DIA. ELEV. = 912.55ELEV.=BOT. OF MHNOTES:1. NO STRUCTURE SHALL BE ORDERED UNTIL THE ENGINEER APPROVES THE SHOP DRAWING.2. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING THE POND OUTLET CONTROL STRUCTURE PRIOR TO FINAL ACCEPTANCE.ALL DOGHOUSES SHALL BEGROUTED ON INSIDE ANDOUTSIDE. ALL GROUTING SHALLBE NON-SHRINKING CEMENT"W" * WALL CONSTRUCTIONSHALL BE CLASS II PRECASTPIPE, MNDOT STANDARDPLATE NO. 3000L912.5524" HDPE INLETELEV=912.554TRENCH DRAINN T SVARIESSEE PLAN8"10"6"6"8"10"8"6"6"EXPANSION JOINTCONCRETE SLAB ONGRADE, SEE SITE PLANFOR JOINTS#6 @ 2'-0" O.C.6#6 LONG'LSLOPE BOTTOM TOOUTLET, SEEGRADING PLANEXPANSION JOINTTRENCH DRAIN FRAME & COVERNEENAH R-4999-L2 OR APPROVEDEQUAL HEAVY DUTY GRATED COVER.GRATE COVER TO BE TYPE "L" SEEPLAN FOR TRENCH LENGTH1DOWNSPOUT TO PIPE CONNECTIONN T SVARIES BUILDING DOWNSPOUT REFER TOARCH'LCAP WITH HOLE CUT OUT FORDOWNSPOUTCOMPACTED SOIL6" PVC SEWER RISER PIPE(LENGTH AS REQUIRED)6 PVC LONG RADIUS 14 BENDSEWER ELBOW6" PVC SEWER PIPECRUSHED AND COMPACTEDSTONE232 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.5CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION33 RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0 32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS(6) Mugo Pine(3) White Pine(3) White Pine(3) Autumn Brilliance Serviceberry(3) Black Hills Spruce(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(2) Espresso Kentucky Coffeetree(1) Swamp White Oak(2) Northwood Red Maple(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(4) Swamp White Oak(3) Skyline Thornless Honey Locust(1) Northwood Red Maple(1) American Elm(1) Swamp White Oak(1) American Elm(2) American Elm(1) Swamp White Oak(3) Skyline Thornless Honey Locust(2) Northwood Red Maple(4) Swamp White Oak(2) Northwood Red Maple(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(5) White Pine(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(5) White Pine(3) Black Hills Spruce(3) White Pine(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(1) Espresso Kentucky Coffeetree(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Thornless Cockspur Hawthorn(1) Skyline Thornless Honey Locust(1) Autumn Brilliance Serviceberry(3) Swamp White Oak(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(2) Northwood Red Maple(1) Skyline Thornless Honey Locust(3) Swamp White Oak(2) Northwood Red Maple(1) Autumn Brilliance Serviceberry(1) Skyline Thornless Honey Locust(1) Skyline Thornless Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(1) Skyline Thornless Honey Locust(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(1) White Pine(8) Mugo Pine(16) Feather Reed Grass(5) Sem Ash Leaf Spirea(8) Gro-Low Fragrant Sumac(22) Feather Reed Grass(5) Birchleaf Spirea(7) Gro-Low Fragrant Sumac(11) Taunton`s Yew(11) Blackhawks Big Bluestem(3) Mugo Pine(6) Arctic Fire Dogwood(1) Medora Juniper(17) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Northwood Red Maple(1) Skyline Thornless Honey Locust(7) Arctic Fire Dogwood(1) Medora Juniper(4) Gro-Low Fragrant Sumac(5) Goldsturm Coneflower(5) Feather Reed Grass(4) Little Spire Russian Sage(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(8) Gro-Low Fragrant Sumac(6) Sem Ash Leaf Spirea(28) Prairie Dropseed(4) Muskingham Gray Dogwood(3) Standing Ovation TM Serviceberry(17) Muskingham Gray Dogwood(78) Prairie Dropseed(52) Little Spire Russian Sage(8) Goldsturm Coneflower(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(10) Prairie Dropseed(25) Muskingham Gray Dogwood(31) Gro-Low Fragrant Sumac(7) Sem Ash Leaf Spirea(9) Blackhawks Big Bluestem(6) Feather Reed Grass(24) Heavy Metal Switch Grass(9) Feather Reed Grass(6) Blackhawks Big Bluestem(7) Sem Ash Leaf Spirea(76) Prairie Dropseed(17) Muskingham Gray Dogwood(38) Little Spire Russian Sage(3) Standing Ovation TM Serviceberry(2) Prairie Dream Paper Birch(3) Royal Frost Birch(2) Royal Frost Birch(4) Muskingham Gray Dogwood(28) Prairie Dropseed(5) Gro-Low Fragrant Sumac(3) Sem Ash Leaf Spirea(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(4) Gro-Low Fragrant Sumac(1) Medora Juniper(30) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Medora Juniper(13) Feather Reed Grass(12) Birchleaf Spirea(11) Gro-Low Fragrant Sumac(1) Thornless Cockspur Hawthorn(3) Sem Ash Leaf Spirea(3) Gro-Low Fragrant Sumac(22) Feather Reed Grass(3) Mugo Pine(11) Taunton`s Yew(11) Blackhawks Big Bluestem(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(16) Feather Reed Grass(12) Blackhawks Big Bluestem(12) Blackhawks Big Bluestem(1,667 sf) DOG PARK MULCH.SYLVA SOFTSTEP EQUIV.(6,362 sf) NO MOW FINE FESCUE MIX, SHOOTING STAR EQ(2,642 sf) BLUE GRASS SOD(9,909 sf) BLUE GRASS SOD(4,050 sf) BLUE GRASS SOD(2,084 sf) BLUE GRASS SOD(2,868 sf) BLUE GRASS SOD(1,828 sf) BLUE GRASS SOD(1,826 sf) BLUE GRASS SOD(3,299 sf) NO MOW FINE FESCUEMIX, SHOOTING STAR EQ(1,638 sf) DOG PARK MULCH. SYLVASOFTSTEP EQUIV.(6,580 sf) BLUE GRASS SOD(35) Little Spire Russian Sage(44) Little Spire Russian Sage(62) Kit Kat Nepeta(15) Arctic Fire Dogwood(3) Royal Frost Birch(6,492 sf) BLUE GRASS SOD(7,861 sf) BLUE GRASS SOD(8,811 sf) BLUE GRASS SOD(1) Medora Juniper(1) Medora Juniper(1) Autumn Brilliance Serviceberry(1) Medora Juniper(1) Medora Juniper(3) Black Hills Spruce(1) Swamp White Oak(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(3) White Pine(1) Royal Frost Birch(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEPFILTRATION BASINPOND BOTTOM=914.00HWL=917.19 SYMBOLQTYCOMMON / BOTANICAL NAMESIZEGROUND COVERS3,305 sfPLAYGROUND MULCH. SYLVA SOFTSTEP EQUIV. / DOG PARK MULCHPROVIDE PLAYGROUND MULCH, SYLVA SOFTSTEP OR EQUIVILANT.INSTALLED 4" DEEP ON VEGETATION FREE, GRADED NATIVE SOIL,SEE GRADING PLAN FOR GRADES.Mulch73,403 sfBLUE GRASS SOD / SODBLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ONPREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4%ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLLPREFERRED FOR LARGER AREAS.Sod76,708 sfSUBTOTAL:SHOOTING STAR - SEED MIXES41,626 sfNO MOW FINE FESCUE MIX, SHOOTING STAR EQ / NO MOW SEED MIXNO MOW FINE FESCUE MIX, SHOOTING STAR SEED OR EQUIV., 25%Hard Fescue, 25% Chewings Fescue, 25% Creeping Red Fescue, 25%Sheeps Fescue. Install at +/-225#/ MNDOT TYPE1 MULCH W/STRAW,EROSION CONTROL BLANKET, OR HYDROMULCH. REFERENCEMNDOT SEEDING MANUALSeed Mix41,626 sfSUBTOTAL:PLANT SCHEDULECOMPACTED GRAVELNATURAL LAWN ORPLANTING AREASYNTHETIC TURFROCK MULCHSPECIALTY PAVEMENTCOURTYARD GROUND COVER KEYL1.0LANDSCAPE PLAN -OVERALLCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANYKIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM,CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO),DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDESHAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDINGTHE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..POLLINATOR SAFE PLANT MATERIAL:LANDSCAPE NOTES:PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.LANDSCAPE PLAN LEGEND:EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.INSTRUC./SPECS.PLANTING SEASON SCHEDULESEASONCONIFEROUSDECIDUOUSREMARKSSPRING PLANTINGAPRIL 15 - JUNE 15APRIL 15 - JUNE 15FALL PLANTINGAUGUST 21 - SEPTEMBER 30AUGUST 15 - NOVEMBER 15NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRMULCH SCHEDULEAREAMULCH TYPEEDGINGFABRICREMARKSTREE RINGS4" DEPTH, SHREDDED CEDARYESNOSEE DETAIL SHT. L1.1PLANTING BEDSSEE SCHEDULE BELOWYESNOMAINT. STRIP AT BUILDING FOUNDATIONSEE SCHEDULE BELOWNANADOG PARK MULCHSEE SCHEDULE BELOWYESYESSEED AREASSTRAW MULCHNANAPER MANUF. INSTRUCTNOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALS1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2"FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BEWARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATIONOF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDEHEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OFPAVEMENT/BACK OF CURB.14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.74 TREES WITHIN THE LANDSCAPE PLAN AREFOR THE STORM WATER REQUIREMENTS OF THELARGER PLAN OF DEVELOPMENT. CONFORMINGWITH THE MASTER STORM WATER REPORT34 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR FFE=924.00IRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)ConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.C&GMATCH EXISTINGC&G32.032.0 32.0 12.5 7.0 12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS(6) Mugo Pine(3) White Pine(3) White Pine(3) Black Hills Spruce(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(2) Espresso Kentucky Coffeetree(1) Swamp White Oak(2) Northwood Red Maple(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(4) Swamp White Oak(3) Skyline Thornless Honey Locust(1) Northwood Red Maple(3) Swamp White Oak(2) Northwood Red Maple(1) Autumn Brilliance Serviceberry(1) Skyline Thornless Honey Locust(4) Gro-Low Fragrant Sumac(1) Medora Juniper(30) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Medora Juniper(13) Feather Reed Grass(12) Birchleaf Spirea(11) Gro-Low Fragrant Sumac(1) Thornless Cockspur Hawthorn(3) Sem Ash Leaf Spirea(3) Gro-Low Fragrant Sumac(22) Feather Reed Grass(3) Mugo Pine(11) Taunton`s Yew(11) Blackhawks Big Bluestem(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(16) Feather Reed Grass(1,667 sf) DOG PARK MULCH.SYLVA SOFTSTEP EQUIV.(6,362 sf) NO MOW FINE FESCUE MIX, SHOOTING STAR EQ(2,642 sf) BLUE GRASS SOD(9,909 sf) BLUE GRASS SOD(4,050 sf) BLUE GRASS SOD(2,084 sf) BLUE GRASS SOD(8,811 sf) BLUE GRASS SOD(3) White Pine41.8 15.023.44.19.0 39.138" ROCK MULCH A TYP.1 12" ROCK MULCH B TYP.COMPACTED 38" ROCK MULCH C TYP.KITCHEN AMENITYENTERTAINMENT SPACEL1.1LANDSCAPE PLAN -NORTHCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR35 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRSTS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS(3) Autumn Brilliance Serviceberry(1) Northwood Red Maple(1) Swamp White Oak(1) American Elm(2) American Elm(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(2) Northwood Red Maple(1) Skyline Thornless Honey Locust(1) Autumn Brilliance Serviceberry(5) Goldsturm Coneflower(5) Feather Reed Grass(4) Little Spire Russian Sage(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(8) Gro-Low Fragrant Sumac(6) Sem Ash Leaf Spirea(28) Prairie Dropseed(4) Muskingham Gray Dogwood(3) Standing Ovation TM Serviceberry(17) Muskingham Gray Dogwood(78) Prairie Dropseed(52) Little Spire Russian Sage(8) Goldsturm Coneflower(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(10) Prairie Dropseed(25) Muskingham Gray Dogwood(31) Gro-Low Fragrant Sumac(7) Sem Ash Leaf Spirea(9) Blackhawks Big Bluestem(6) Feather Reed Grass(24) Heavy Metal Switch Grass(9) Feather Reed Grass(6) Blackhawks Big Bluestem(7) Sem Ash Leaf Spirea(76) Prairie Dropseed(17) Muskingham Gray Dogwood(38) Little Spire Russian Sage(3) Standing Ovation TM Serviceberry(2) Prairie Dream Paper Birch(3) Royal Frost Birch(2) Royal Frost Birch(4) Muskingham Gray Dogwood(28) Prairie Dropseed(5) Gro-Low Fragrant Sumac(3) Sem Ash Leaf Spirea(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(4) Gro-Low Fragrant Sumac(12) Blackhawks Big Bluestem(12) Blackhawks Big Bluestem(2,868 sf) BLUE GRASS SOD(1,828 sf) BLUE GRASS SOD(1,826 sf) BLUE GRASS SOD(6,492 sf) BLUE GRASS SOD(7,861 sf) BLUE GRASS SOD(1) Medora Juniper(1) Medora Juniper(1) Autumn Brilliance Serviceberry(1) Medora Juniper(1) Medora Juniper(1) Swamp White Oak(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Royal Frost Birch(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEPPOND BOTTOM=914.00HWL=917.19 5.069.55.06.0 5.060.020.010.041.8 120.05.724'84.838.274.95.07.0 10.0 4.19.010.539.120.0ORNAMENTAL TREES TYP.SYNTHETIC TURF TYP.LARGE STREET TREE TYP..PLANTING AREA TYP.GREEN SPACEFLEX AREAKITCHEN AMENITYENTERTAINMENT SPACE6-8" ROCK MULCH C TYP.GREEN SPACEOPEN LAWNTURF TYP.CONCRETE PLAZA TYP.POOL/ HOTUB AMENITYCONCRETE PLAZA TYP.4' FENCE WITH GATES TYP.MAINTENANCE SHEDKITCHEN AMENITYENTERTAINMENT SPACEORNAMENTAL TREES TYP.PLANTING AREA TYP.MAINTENANCE SHED38" ROCK MULCH A TYP.1 12" ROCK MULCH B TYP.COMPACTED 38" ROCK MULCH C TYP.L1.2LANDSCAPE PLAN -CENTRALCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR36 IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS STS>>STS STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS(1) American Elm(1) Swamp White Oak(3) Skyline Thornless Honey Locust(2) Northwood Red Maple(4) Swamp White Oak(2) Northwood Red Maple(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(5) White Pine(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(5) White Pine(3) Black Hills Spruce(3) White Pine(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(1) Espresso Kentucky Coffeetree(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Thornless Cockspur Hawthorn(1) Skyline Thornless Honey Locust(1) Autumn Brilliance Serviceberry(3) Swamp White Oak(1) Skyline Thornless Honey Locust(1) Skyline Thornless Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(1) White Pine(8) Mugo Pine(16) Feather Reed Grass(5) Sem Ash Leaf Spirea(8) Gro-Low Fragrant Sumac(22) Feather Reed Grass(5) Birchleaf Spirea(7) Gro-Low Fragrant Sumac(11) Taunton`s Yew(11) Blackhawks Big Bluestem(3) Mugo Pine(6) Arctic Fire Dogwood(1) Medora Juniper(17) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Northwood Red Maple(1) Skyline Thornless Honey Locust(7) Arctic Fire Dogwood(1) Medora Juniper(4) Gro-Low Fragrant Sumac(5) Goldsturm Coneflower(5) Feather Reed Grass(4) Little Spire Russian Sage(21) Blackhawks Big Bluestem(6) Prairie Dropseed(3,299 sf) NO MOW FINE FESCUEMIX, SHOOTING STAR EQ(1,638 sf) DOG PARK MULCH. SYLVASOFTSTEP EQUIV.(6,580 sf) BLUE GRASS SOD(35) Little Spire Russian Sage(44) Little Spire Russian Sage(62) Kit Kat Nepeta(15) Arctic Fire Dogwood(3) Royal Frost Birch(6,492 sf) BLUE GRASS SOD(3) Black Hills Spruce(1) Royal Frost Birch69.524'39'11'23.637.643.45.07.0 10.0ORNAMENTAL TREES TYP.GREEN SPACEFLEX AREAGREEN SPACEFLEX AREA38" ROCK MULCH A TYP.1 12" ROCK MULCH B TYP.L1.2LANDSCAPE PLAN -SOUTHCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR37 22' BLDG SET BACK22' BLDG SET BACK(3) Autumn Brilliance Serviceberry (1) American Elm (3) White Pine (3) Black Hills Spruce (1) Skyline Thornless Honey Locust (3) Swamp White Oak (2) Northwood Red Maple (1) Eastern Redbud Multi-trunk (1) Skyline Thornless Honey Locust(3) Swamp White Oak(2) Northwood Red Maple (30) Blackhawks Big Bluestem (6) Prairie Dropseed (6) Goldsturm Coneflower (16) Feather Reed Grass (11) Taunton`s Yew (3) Mugo Pine (6) Arctic Fire Dogwood (1) Medora Juniper (17) Arctic Fire Dogwood (44) Little Spire Russian Sage (1) Northwood Red Maple (1) Skyline Thornless Honey Locust (7) Arctic Fire Dogwood (1) Medora Juniper (21) Blackhawks Big Bluestem (6) Prairie Dropseed (6) Goldsturm Coneflower (6) Sem Ash Leaf Spirea (4) Muskingham Gray Dogwood (3) Standing Ovation TM Serviceberry (17) Muskingham Gray Dogwood (78) Prairie Dropseed (52) Little Spire Russian Sage (8) Goldsturm Coneflower (8) Goldsturm Coneflower (1) Prairie Dream Paper Birch (76) Prairie Dropseed (17) Muskingham Gray Dogwood (38) Little Spire Russian Sage (3) Standing Ovation TM Serviceberry (2) Prairie Dream Paper Birch (4) Muskingham Gray Dogwood (28) Prairie Dropseed (3) Sem Ash Leaf Spirea(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(1) Medora Juniper(30) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Medora Juniper(3) Mugo Pine(11) Taunton`s Yew(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(16) Feather Reed Grass(12) Blackhawks Big Bluestem (12) Blackhawks Big Bluestem (2,868 sf) BLUE GRASS SOD(1,828 sf) BLUE GRASS SOD (1,826 sf) BLUE GRASS SOD (1) Medora Juniper (1) Medora Juniper (1) Autumn Brilliance Serviceberry (1) Medora Juniper (1) Medora Juniper (3) Black Hills Spruce (1) Swamp White Oak (3) Black Hills Spruce (1) Espresso Kentucky Coffeetree(3) White Pine (1) Royal Frost Birch (391 sf) 1.5" SCREENED ROCK/STONE, 3" DEEP (391 sf) 1.5" SCREENED ROCK/STONE, 3" DEEP (330 sf) 1.5" SCREENED ROCK/STONE, 3" DEEP (391 sf) 1.5" SCREENED ROCK/STONE, 3" DEEP (391 sf) 1.5" SCREENED ROCK/STONE, 3" DEEP (330 sf) 1.5" SCREENED ROCK/STONE, 3" DEEP 5.069.55.06.05.0 60.020.0 10.0 41.815.0 120.05.7 24'39'11'23.637.6 4 3 . 4 84.8 23.4 38.2 74.95.0 7.010.04.1 9.010.539.120.038" ROCK MULCH A TYP.1 12" ROCK MULCH B TYP.COMPACTED 38" ROCK MULCH C TYP.ORNAMENTAL TREES TYP.SYNTHETIC TURF TYP.LARGE STREET TREE TYP..PLANTING AREA TYP.GREEN SPACEFLEX AREAKITCHEN AMENITYENTERTAINMENT SPACE 6-8" ROCK MULCH C TYP. GREEN SPACE OPEN LAWN TURF TYP. CONCRETE PLAZA TYP. POOL/ HOTUB AMENITY CONCRETE PLAZA TYP. 4' FENCE WITH GATES TYP. MAINTENANCE SHED KITCHEN AMENITY ENTERTAINMENT SPACE ORNAMENTAL TREES TYP. GREEN SPACE FLEX AREA GREEN SPACE FLEX AREA PLANTING AREA TYP. MAINTENANCE SHED 3 8" ROCK MULCH A TYP. 1 1 2" ROCK MULCH B TYP. COMPACTED 3 8" ROCK MULCH C TYP.L1.4LANDSCAPE PLAN -COURTYARDCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N1BUILDING COURTYARD LANDSCAPE PLAN ENLARGEMENT38 STS>>STS>>STS>>(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(28) Prairie Dropseed(4) Muskingham Gray Dogwood(3) Standing Ovation TM Serviceberry(17) Muskingham Gray Dogwood(78) Prairie Dropseed(52) Little Spire Russian Sage(8) Goldsturm Coneflower(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(10) Prairie Dropseed(25) Muskingham Gray Dogwood(31) Gro-Low Fragrant Sumac(7) Sem Ash Leaf Spirea(9) Blackhawks Big Bluestem(6) Feather Reed Grass(24) Heavy Metal Switch Grass(9) Feather Reed Grass(6) Blackhawks Big Bluestem(7) Sem Ash Leaf Spirea(76) Prairie Dropseed(17) Muskingham Gray Dogwood(38) Little Spire Russian Sage(3) Standing Ovation TM Serviceberry(2) Prairie Dream Paper Birch(3) Royal Frost Birch(2) Royal Frost Birch(4) Muskingham Gray Dogwood(28) Prairie Dropseed(5) Gro-Low Fragrant Sumac(3) Sem Ash Leaf Spirea(1,828 sf) BLUE GRASS SOD(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEPL1.5LANDSCAPE PLANENLARGEMENTSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallR01" = 10'-0"10'-0"5'-0"N1MAIN ENTRANCE LANDSCAPE PLAN ENLARGEMENT39 SYMBOLCODEQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYTREESAN14Northwood Red Maple / Acer rubrum `Northwood`2.5" Cal. B&BNATIVE CULTIVARYBV3Prairie Dream Paper Birch / Betula papyrifera 'Varen' TM2.5" CAL. B&BNATIVE CULTIVARNBR9Royal Frost Birch / Betula x 'Royal Frost'10` Clumb B&BNOT NATIVEGD5Street Keeper Honey Locust / Gleditsia triacanthos `Draves` TM2.5" Cal. B&BNATIVE CULTIVARNSH15Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM2.5" Cal. B&BNATIVE CULTIVARNEK6Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&BNATIVE CULTIVARNQB18Swamp White Oak / Quercus bicolor2.5" Cal. B&BNATIVEYUP4American Elm / Ulmus americana `Princeton`2.5" Cal. B&BNATIVE CULTIVARY74SUBTOTAL:EVERGREEN TREESPD29Black Hills Spruce / Picea glauca `Densata`6` B&BNATIVE CULTIVARPT14Mugo Pine / Pinus mugo `Tannenbaum`6` B&BNOT NATIVEWP22White Pine / Pinus strobus6` B&BNATIVE65SUBTOTAL:ORNAMENTAL TREESAG17Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`1.5" Cal. B&BNATIVEYCE21Eastern Redbud Multi-trunk / Cercis canadensis#20 CLUMPNOT NATIVEYCA6Pagoda Dogwood / Cornus alternifolia1.5" Cal. B&BNATIVEYCV2Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM1.5" Cal. B&BNATIVEY26SUBTOTAL:SYMBOLCODEQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYSHRUBSAS8Standing Ovation TM Serviceberry / Amelanchier alnifolia `Obelisk`#5 CONTNATIVE CULTIVARYCM67Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONTNATIVE CULTIVARYCA275Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONTNATIVE CULTIVARYJM28Medora Juniper / Juniperus scopulorum `Medora`#5 CONTNOT NATIVENPP36Mugo Pine / Pinus mugo `Pumilio`#5 CONTNOT NATIVENRG94Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONTNATIVEYSS47Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONTNOT NATIVEYST17Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONTNOT NATIVEYTT22Taunton`s Yew / Taxus x media `Tauntonii`#5 CONTNOT NATIVEN344SUBTOTAL:PLANT SCHEDULEGRASSESAB3163Blackhawks Big Bluestem / Andropogon gerardii 'Blackhawks'#1 CONTNATIVE CULTIVARYCK114Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONTNOT NATIVENPH24Heavy Metal Switch Grass / Panicum virgatum `Heavy Metal`#1 CONTNATIVE CULTIVARYSH2244Prairie Dropseed / Sporobolus heterolepis#1 CONTNATIVEY545SUBTOTAL:PERENNIALSNK62Kit Kat Nepeta / Nepeta x faassenii `Kit Kat`#1 CONTNOT NATIVEYPL265Little Spire Russian Sage / Perovskia atriplicifolia `Little Spire`#1 CONTNOT NATIVEYRG250Goldsturm Coneflower / Rudbeckia fulgida `Goldsturm`#1 CONTNATIVEYSA28Showy Stonecrop / Sedum spectabile `Autumn Fire`#1 CONTNOT NATIVEY385SUBTOTAL:L1.6LANDSCAPE PLANNOTES & DETAILSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALLSUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BYTHE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION.SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATEDATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIPCOVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATIONPER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TOTHE EDGE OF PAVEMENT/BACK OF CURB.3.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATIONSYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.4.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FORIRRIGATION WATER, METER, AND POWER CONNECTIONS.5.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVEGROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANYDAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITHCORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THECONTRACTOR.6.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITYCOMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES.EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITHTHE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.7.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FORTHE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES.8.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFYWITH MECHANICAL PLANS.9.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.10.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.11.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.12.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THEFINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0"BEYOND PAVEMENT.13.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUITWITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADEAND CAPPED.14.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEANAND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENTCEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.15.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS ANDDEBRIS.16.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.17.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED.LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE.18.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITHOWNER'S REPRESENTATIVE.19.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATIONWIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES ANDSPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT ANDCOMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUNDTO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALLWIRES.20.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYSBY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS ANDFLOW CONTROL ON AUTOMATIC VALVE.21.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ONSITE.22.USE SCREENS ON ALL HEADS.23.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALLTIMES IN AN UPDATED CONDITION.24.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.25.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTHOF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVELSHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.26.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOXCOVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:REVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallRDRAWN @ ? sizePERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENTDECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALSHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENTTHREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALTREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITHTWO STRANDS OF WIRE TWISTED TOGETHER. STAKESSHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALLBE THREADED THROUGH NYLON STRAPPING WITHGROMMETS. ALTERNATE STABILIZING METHODS MAY BEPROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FORMULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IFNON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENTFINISHED GRADEVERIFY W/ PLANDRAWN @ ? sizeBUILDING MAINTENANCE STRIPN T SSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLANFACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH OR VEGETATIVE MULCH ASSPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO INSTALLATIONSTAKED LANDSCAPE EDGER AS SPECIFIED, SEEMANUFACTURER'S INSTRUCTIONS AND SPECS. FORINSTALLATION AND PLACEMENTWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIEDCOMPACTED SUBGRADE40 RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>21" RCP(Rec)2 4 " R C P (R e c )15" RCP (Rec)15" RCP (Rec)15" RCP (Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP (Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: Unassigned BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSS89°38'06"E65.8428.43Δ=25°27'10"R=64.0067.59Δ=64°32'50"R=60.00S00°21'54"W 10.61 S89°38'06"E82.241 0 7 . 1 5Δ=8 1 ° 5 1 ' 2 7 "R=7 5 . 0 0 2.27S89°38'06"E82.14 N00°21'54"E 36.70=16°25'34"R=128.0019°40'03"234.40Δ=12°37'20"N89°39'32"W 317.2395.37Δ=2°24'49"N02°45'17"E12.009.63Δ=0°14'42"R=2252.00CB=N87°07'22"WC=9.63N 0 0 ° 2 1 ' 5 4 " E 8 . 2 072.09Δ=55°04'16"R=75.0098.22N54°42'23"WN00°21'54"E 815.29 CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0 32.0 12.5 7.0 12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYPINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.INLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.0SWPPP - EXISTINGCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CHANHASSEN EROSION CONTROL NOTES:SWPPP LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRTHE GENERAL SEQUENCING OF CONSTRUCTION PHASING WILL BE ;THE ROWHOMES PROJECT AND FILTRATION BASIN (WEST), THEN THEAVIENDA APARTMENTS PROJECT (CENTER) THEN THE REST OF THEPROJECT SITE (EAST)(CONCEPT ONLY AT THIS STAGE).CERTAIN ASPECTS OF THE MASTER PLAN TO THE EAST WILL BE BUILTOUT CONCURRENTLY WITH THE AVIENDA APARTMENTS PROJECT, ASNECESSARY, TO CREATE AN INTERIM CONDITION WHICH ALLOWSEROSION CONTROL MEASURES COMPLIANT WITH ALL LGUREQUIREMENTS.THIS INCLUDES THE STORM PIPING IN THE SOUTH OF THE PROJECTSITE AND THE BASIN TO THE EAST OF THE PROJECT SITE AND ANYOTHER ELEMENTS OF THE MASTER PLAN WHICH THE AVIENDAAPARTMENT PROJECT WOULD RELY ON FOR STORM WATERMANAGEMENT AND EROSION CONTROL.CONTRACTOR TO COORDINATE STAGING AND PHASING WITH THE CITY& WITH THE LARGER PLAN OF DEVELOPMENT.SITE SPECIFIC SWPPP / EROSION CONTROL NOTES:41 RETAIL5,000 S.F.IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR IRRIRRIRRIRRIRRIRRIRRBASIN 14PNWL = 912.00BOT = 905.00HWL= 917.85RETAIL16,000 S.F.IRRIRRIRRIRRFFE=924.00FFE=924.00FFE=918.00FFE=918.00IRRIRRIRRIRRIRRIRR67SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS >>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ST S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>21" RCP(Rec)2 4 " R C P ( R e c )15" RCP (Rec)15" RCP (Rec)15" RCP (Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec) 15" RCP (Rec) 15" RCP (Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025 Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0 32.0 12.5 7.0 12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTION ATPROPOSED TRENCHDRAIN, TYPINLET PROTECTION ATPROPOSED TRENCHDRAIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.INLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPPLACE EROSION CONTROL BLANKETON ALL SLOPES 4:1 OR STEEPER,TYP. (MNDOT CATEGORY 3)FILTRATION BASINPOND BOTTOM=914.00HWL=917.19 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.1SWPPP - PROPOSEDCONDITIONSSWPPP LEGEND:INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1137REVISION SUMMARYDATEDESCRIPTIONEX. 1' CONTOUR ELEVATION INTERVAL112501" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CHANHASSEN EROSION CONTROL NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:THE GENERAL SEQUENCING OF CONSTRUCTION PHASING WILL BE ;THE ROWHOMES PROJECT AND FILTRATION BASIN (WEST), THEN THEAVIENDA APARTMENTS PROJECT (CENTER) THEN THE REST OF THEPROJECT SITE (EAST)(CONCEPT ONLY AT THIS STAGE).CERTAIN ASPECTS OF THE MASTER PLAN TO THE EAST WILL BE BUILTOUT CONCURRENTLY WITH THE AVIENDA APARTMENTS PROJECT, ASNECESSARY, TO CREATE AN INTERIM CONDITION WHICH ALLOWSEROSION CONTROL MEASURES COMPLIANT WITH ALL LGUREQUIREMENTS.THIS INCLUDES THE STORM PIPING IN THE SOUTH OF THE PROJECTSITE AND THE BASIN TO THE EAST OF THE PROJECT SITE AND ANYOTHER ELEMENTS OF THE MASTER PLAN WHICH THE AVIENDAAPARTMENT PROJECT WOULD RELY ON FOR STORM WATERMANAGEMENT AND EROSION CONTROL.CONTRACTOR TO COORDINATE STAGING AND PHASING WITH THE CITY& WITH THE LARGER PLAN OF DEVELOPMENT.SITE SPECIFIC SWPPP / EROSION CONTROL NOTES:42 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.2SWPPP - DETAILSREVISION SUMMARYDATEDESCRIPTION43 SW1.3SWPPP - NARRATIVEOWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THEPROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTSOF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FORTHEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THEMPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUTCONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALLSWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITESOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNINGAGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTIONPLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOWLOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROLBMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITEVEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE(3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDSAFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11,INSPECTIONS AND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THEACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OFEROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TOCONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLEFOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAININGDOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR ASSOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PERSECTION 21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNERIS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUSTCOMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE AJUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANTEFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE INELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G.,NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMITIN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BEINITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ONTEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUSTPROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOILAREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURSDURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETESTABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION INTHAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DONOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USEAS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITEAND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFERZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTILTHEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFYTHESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILLDRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENTCONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOTCOMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTIONUNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G.STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUSTDOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENTSEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUSTRESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE,PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES,JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONSIN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINSALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS INACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USECONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECTTREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOCPRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASINDRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNERTHAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANTADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FORDISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THENEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHESAND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACEWATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL ANDSTABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TOOBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE ANDFEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTERSYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE(1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TOUSERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENTWHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THEPROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAYREQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING,OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONSARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALLFOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINEDRAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, ORA WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTSWHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSEDTO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNEDTO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL,GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN.R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH.7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKEDOVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSUREADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUSTREPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE.PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLYEFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEESMUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENTLIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENTSO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUSTPROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUSTINSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRINGTHE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHERPARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALLAREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOTREQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROLBMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THEMPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEESMUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111(OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDINGRATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECTAND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.REVISION SUMMARYDATEDESCRIPTIONLEVEL 7 DEVELOPMENT LLC4600 KINGS POINT RDMINNETRISTA, MN 55331MARK NORDLAND612-812-7020MNORDLAND@NORDLANDPARTNERS.COMPROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING EMPTY LOT INTO A MULTIFAMILY BUILDING W/ ASSOCIATED ABOVEGROUND AND UNDERGROUND PARKING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESEPLANS AS NO WATER BODIES ARE PRESENT ONSITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO HAZELTINE LAKE, & BLUFF CREEK - THESE WATERBODIES ARE IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST.HAZELTINE LAKE IS IMPAIRED FOR NUTRIENTS. BLUFF CREEK IS IMPAIRED FOR FISHES BIOASSESSMENTS; TBECAUSE THESE WATER BODIES ARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDESPERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONBUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FORCOMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONETIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVEPERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATERSOUTH AND WEST) AT 35 LBS PER ACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331 DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/202544 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.4SWPPP - ATTACHMENTSATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTSOILS INFORMATIONGENERAL SITE INFORMATION (5.1)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7).SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT?NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY?YESIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDEDTO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE?YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANYPERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G.,WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOILSTABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER.THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASEDFOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTERCONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS,HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TOSPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINALSTABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL ORIMPAIRED WATER?YESIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS.DEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING?NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER?NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS?YES2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHERTREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVEOR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATIONEVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATERPOND)?YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOODPRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.REVISION SUMMARYDATEDESCRIPTIONPROJECT LOCATIONADDRESSCITY/TOWNSHIPCHANHASSENSTATEMNCOUNTYCARVERZIP CODE55317PROJECT SIZE11.0 ACRESLATTITUDE/LONGITUDE OF APPROX.CENTROID OF PROJECT 45° 50'19'' N, 93°33'28'' WMETHOD OF LAT/LONG COLLECTIONONLINE TOOLPROJECT TYPERESIDENTIALIMPERVIOUS SURFACES (ACRES)EXISTING0.0PROPOSED8.0DIFFERENCE8.0ESTIMATED CONSTRUCTION TIMELINESTART9 / 2025END9 / 2027CONSTRUCTION ACTIVITYDEVELOPMENT OF A MULTIFAMILYBUILDINGSOIL TYPESCLAYEY SANDS WITH SOME SANY CLAYMAP UNIT SYMBOLMAP UNIT NAMEGLGLENCOE CLAY LOAMHMHAMEL LOAMKC2LESTER KILKENNYCOMPLEX 6-10% SLOPEKD2LESTER KILKENNYCOMPLEX 10-16% SLOPEKE2LESTER KILKENNYCOMPLEX 16-22% SLOPEPMKLOSSNER MUCKRECEIVING WATER BODIESWATER BODY IDNAME OF WATER BODYWATER BODY TYPESPECIAL WATER (Y/N)IMPAIRED WATER (Y/N)110-0014-00HAZELTINE LAKELAKENY207020012-710BLUFF CREEKCREEKNY34SITE LOCATION MAP -45 COPYRIGHT CIVIL SITE GROUP INC.cPROJECT P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTALPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS CHANHASSEN, MN 55317 44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/18/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.5SWPPP - ATTACHMENTSATTACHMENT C - COMBINEDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINETHAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BECONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUMEBY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENTCLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THEINSPECTION DATE.2.ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES ANDOTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BEINSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATEDSEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED.CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOWSPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TOIMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED.3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THEOPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALLEVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOWPIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NOEROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN AINFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITYOF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUSTENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGEVOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECTTHE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BYUSING LOW-IMPACT EARTH-MOVING EQUIPMENT).4.UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGECAPACITY REMAINS. CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50PERCENT OF ITS ORIGINAL DESIGN VOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLETSTRUCTURES WILL BE CLEARED OF ANY FLOW IMPEDIMENTS.ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS)CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS AREIN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FORMORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL ASEROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THEPROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3.IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7.PROPOSED AMENDMENTS TO THE SWPPP:8.POTENTIAL AREAS OF FUTURE CONCERN:9.ADDITIONAL COMMENTSY N N/AY NREVISION SUMMARYDATEDESCRIPTION46 Signature Typed or Printed Name License # Date PROJECT NUMBER ORIGINAL ISSUE: REVISIONS KEY PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/4/2025 4:12:49 PMT1-1 TITLE SHEET 2025-1654 Avienda Apartments Address (TBD) Chanhassen, MN CITY SUBMITTAL PROJECT TEAMPROJECT LOCATION DRAWING INDEX Avienda Apartments Chanhassen, MN Address (TBD) VicinitySite Location UNIT MIX & SQUARE FOOTAGES OWNER/DEVELOPER:Inland Developer Partners Tom Shaver, Partner Jacquel Hajder, Developer tshaver@inlanddp.com jhajder@inlanddp.com 612-685-0826 ARCHITECT:ESG Architecture & Design 350 North 5th Street, Suite 400 Minneapolis, MN 55401 Ph: 612-339-5508 Fx: 612-339-5382 CONTRACTOR:T.B.D. CIVIL ENGINEER:Civil Site Group LANDSCAPE ARCHITECT:5000 Glenwood Avenue Golden Valley, MN 55422 Ph: 6120615-0060 STRUCTURAL ENGINEER:T.B.D. MECHANICAL ENGINEER:Design-Build PLUMBING ENGINEER:Design-Build ELECTRICAL ENGINEER:Design-Build DRAWING NUMBER DRAWING NAME CITY SUBMITTAL T1-1 TITLE SHEET A1-1 PARKING AND FIRST FLOOR PLAN A1-2 TYPICAL UPPER LEVEL FLOOR PLAN A3-1 EXTERIOR ELEVATIONS A3-2 EXTERIOR ELEVATIONS A3-3 EXTERIOR RENDERINGS MARKET RATE UNITS - TOTAL TYPE QTY AREA % BEDS 1 BR 198 709 SF ... 890 SF 48.1% 198 1 BR+D 6 1,271 SF ... 1,316 SF 1.5% 12 2 BR 144 1,058 SF ... 1,454 SF 35% 280 3 BR 16 1,518 SF ... 1,648 SF 3.9% 40 ALCOVE 40 556 SF ... 661 SF 9.7% 40 GUEST 2 477 SF 0.5% 2 STUDIO 6 456 SF 1.5% 12 TOTAL 412 100% 584 GROSS BUILDING AREA SUMMARY LEVEL -1 180,352 SF LEVEL 1 126,131 SF LEVEL 2 110,758 SF LEVEL 3 110,758 SF LEVEL 4 110,758 SF TOTAL AREA 638,757 SF OCCUPANT LOAD SUMMARY NAME TYPE AREA FACTOR OCCUPANT LOAD LEVEL -1 PARKING S-2 168,648 SF 200 844 UTILITY U 8,405 SF 300 32 177,053 SF 876 LEVEL 1 THEATER A-2 755 SF 50 16 ASSEMBLY A-3 4,459 SF 15 299 BUSINESS B 2,128 SF 150 16 FITNESS E 5,646 SF 50 113 RESIDENTIAL R-2 104,272 SF 200 522 PACKAGE S-2 293 SF 300 1 MECH U 207 SF 300 2 117,761 SF 969 LEVEL 2 RESIDENTIAL R-2 107,566 SF 200 538 107,566 SF 538 LEVEL 3 RESIDENTIAL R-2 107,566 SF 200 538 107,566 SF 538 LEVEL 4 RESIDENTIAL R-2 107,566 SF 200 538 107,566 SF 538 TOTAL 617,511 SF 3459 DESIGN NARRATIVE The proposed four-story residential building embraces a sophisticated "contemporary- natural" design concept, balancing complementary light and dark materials to create a striking yet harmonious aesthetic. The façade features a refined palette crisp dark standing seam metal panels, warm natural wood, and textured stone, establishing a dynamic interplay between warmth and contrast. The two amenity buildings reflect high-end residential detailing and scale, echoing the material palette of the residential structure.Clean lines, natural textures, and a sophisticated light-dark contrast define the building’s identity, setting it apart as a modern yet inviting residential that will compliment a variety of earth tones set in the Avienda Master Development principals. No. Description Date 47 178,935 SF PARKING 233' - 8"ENTRYENTRYELEV TRASHELEV MOVE-INMOVE-INTRASH ELEV SERVICEMEP MEP 1,418 SF SERVICE pipes SERVICEMECH LOUVER MECH LOUVER SERVICEELEV UNEXCAVATED AREA MECHAMENITYAMENITYMECH AMENITY DECK/ROOF OVER PARKING AMENITY LEGEND 1 BR 1 BR+D 2 BR 3 BR ALCOVE AMENITY COMMON / CIRCULATION SERVICE STOR 1 BR 2 BR 1 BR 1 BR 1 BR 1 BR 2 BR 3 BR 2 BR2 BR2 BR2 BR2 BR 3 BR 1 BR1 BR1 BR1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 1 BR 2 BR ALCOVE ALCOVE 2 BR 2 BR 1 BR+D 1 BR+D ALCOVE 1 BR ALCOVE 1 BR 1 BR 1 BR 1 BR 1 BR 1 BR ALCOVE 2 BR 1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 1 BR+D GUEST1 BR+D 1 BR 2 BR ALCOVE ALCOVE 2 BR 2 BR 3 BR 2 BR 2 BR 2 BR 1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 2 BR 3 BR ALCOVE 2 BR 1 BR 1 BR 1 BR 2 BR 1 BR 1 BR+D1 BR+D 2 BR 2 BR 1 BR 1 BR 1 BR 1 BRALCOVE1 BR1 BR1 BR GUEST1 BR1 BR1 BRALCOVE1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 1 BR AMENITY DECK/ROOF OVER PARKING EXIT EXIT EXIT EXIT PET PARK PET PARKMONUMENT SIGN TRANSFORMER MAIN ENTRYTRANSFORMER TRANSFORMER TRANSFORMER AMENITY COURTYARD (ON GRADE) EXIT EXIT EXIT EXIT EXIT EXIT EXIT PARKING ENTRY BELOWPARKING ENTRY BELOWMOVE-IN BELOWMOVE-IN BELOWPLAN NORTH Signature Typed or Printed Name License # Date PROJECT NUMBER ORIGINAL ISSUE: REVISIONS KEY PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/4/2025 1:58:27 PMA1-1 PARKING AND FIRST FLOOR PLAN 2025-1654 04/01/25 Avienda Apartments Address (TBD) Chanhassen, MN CITY SUBMITTAL 1" = 40'-0"A1-1 1 LOWER PARKING FLOOR PLAN 1" = 40'-0"A1-1 2 FIRST FLOOR PLAN PARKING SUMMARY STALL TYPE COUNT EXTERIOR PARKING 60 DEG. (10x18) 32 ADA 4 STANDARD (9x18) 107 143 GARAGE PARKING ADA 8 ADA - VAN 2 COMPACT (8x18) 8 COMPACT (9x16) 2 STANDARD (9x18) 472 492 PROOF OF PARKING STANDARD/ANGLED 101 101 TOTAL STALLS: 736 No. Description Date 48 1 BR 2 BR 1 BR 1 BR 1 BR 1 BR 2 BR 3 BR2 BR2 BR2 BR2 BR2 BR 3 BR 1 BR1 BR1 BR1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 1 BR 2 BR ALCOVE ALCOVE 2 BR 2 BR 2 BR 2 BR LEGEND 1 BR 2 BR 3 BR ALCOVE COMMON / CIRCULATION SERVICE STOR STUDIO ALCOVE 1 BR ALCOVE 1 BR 1 BR 1 BR 1 BR 1 BR 1 BR ALCOVE 2 BR 1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 2 BR STUDIO2 BR 1 BR 2 BR 1 BR 2 BR ALCOVE ALCOVE 2 BR 2 BR 3 BR 2 BR 2 BR 2 BR 1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 2 BR 3 BR ALCOVE 2 BR 1 BR 1 BR 1 BR 2 BR 1 BR 2 BR2 BR 2 BR 2 BR 1 BR 1 BR 1 BR 1 BRALCOVE1 BR1 BR1 BR 1 BR 1 BR1 BR1 BRALCOVE1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 1 BR 2 BR STUDIO8:128:128:128:125:125:12PLAN NORTH Signature Typed or Printed Name License # Date PROJECT NUMBER ORIGINAL ISSUE: REVISIONS KEY PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/4/2025 1:58:30 PMA1-2 TYPICAL UPPER LEVEL FLOOR PLAN 2025-1654 04/01/25 Avienda Apartments Address (TBD) Chanhassen, MN CITY SUBMITTAL 1" = 40'-0"A1-2 1 TYPICAL UPPER LEVEL FLOOR PLAN 1" = 40'-0"A1-2 2 ROOF PLAN No. Description Date 49 LEVEL 1 100' - 0" LEVEL 2 110' - 8" LEVEL 3 121' - 4" LEVEL 4 132' - 0" ROOF DECK 142' - 8" LEVEL -1 88' - 0"10' - 8"10' - 8"10' - 8"10' - 8"12' - 0"16' - 1"11' - 3"10' - 0"1 2 43 5 6 7 8 910101112125212 STEEL PROTRUDING WINDOW BOX (TYPICAL 8 LOCATIONS) BLACK METAL ROOF COPING, TYP 5' - 0"6' - 6"8' - 4"7' - 2"8' - 0"6' - 6"10" +/- 48" FRAME EXTRUSION, MAT'L ON INSIDE FACE7 LEVEL 1 100' - 0" LEVEL 2 110' - 8" LEVEL 3 121' - 4" LEVEL 4 132' - 0" ROOF DECK 142' - 8" LEVEL -1 88' - 0" LEVEL 1 100' - 0" LEVEL 2 110' - 8" LEVEL 3 121' - 4" LEVEL 4 132' - 0" ROOF DECK 142' - 8" LEVEL -1 88' - 0" LEVEL 1 100' - 0" LEVEL 2 110' - 8" LEVEL 3 121' - 4" LEVEL 4 132' - 0" ROOF DECK 142' - 8" LEVEL -1 88' - 0" 1 PROTECT WINDOW GLASS ON INTERIOR (GYMNASIUM) 63 5 1 PREMIUM VERTICAL WOOD-LIKE SIDING: SHOU SUGI BAN FINISH STANDING SEAM METAL ROOFING AND SIDING MATERIAL: CHARCOAL FINISH ALUMINUM STOREFRONT WINDOWS: BLACK ANODIZED FINISH, CLEAR GLASS CAST STONE MASONRY: BUFF FINISH ARCHITECTURAL WALLBOARD, SMOOTH PANEL: WARM GRAY/WHITE FINISH ARCHITECTURAL SIDING, VERTICAL LAP: WARM DARK DRAY FINISH PREMIUM VERTICAL WOOD-LIKE SIDING: WARM WOOD FINISH MASONRY LIKE WALL MATERIAL, BASE: DARK MASONRY LIKE WALL MATERIAL, BASE: TAN VINYL RESIDENTIAL WINDOWS AND DOORS: BLACK EXTERIOR FINISH ALUMINUM HUNG BALCONIES: BLACK ANODIZED FINISH WALL GRILLES TO MATCH ADJACENT WALL FINISH 2 3 4 5 CONCEPT MATERIAL KEY 6 7 8 9 10 11 12 250' - 0" 19' - 5" 30' - 5"6' - 0"VIEWPOINT TAKEN FROM A POINT 250' AWAY FROM THE EDGE OF THE BUILDING, 6'-0" UP FROM AN ASSUMED ELEVATION OF 919.0'. THERE ARE NO PROPERTY LINES FURTHER THAN 250'-0". PARAPET ASSUMED AT 30" MINIMUM. TALLER PARAPETS WILL PROVIDE BETTER COVERAGE. ROOFTOP EQUIPMENT MEASURING 4'-0" HIGH OR LESS (FROM ROOFDECK) WILL BE PLACED 8'-5", OR BEYOND, FROM THE OUTSIDE FACE OF PARAPET. ROOFTOP EQUIPMENT MEASURING 6'-0" HIGH OR LESS (FROM ROOFDECK) WILL BE PLACED 19'-5", OR BEYOND, FROM THE OUTSIDE FACE OF PARAPET. ROOFTOP EQUIPMENT MEASURING 8'-0" HIGH OR LESS (FROM ROOFDECK) WILL BE PLACED 30'-5", OR BEYOND, FROM THE OUTSIDE FACE OF PARAPET. ALL OTHER ROOFTOP EQUIPMENT WILL BE PLACED BELOW THE LINE OF SITE SHOWN ON THIS DIAGRAM, OR PROPERLY SCREENED PER THE APPLICABLE ORDINANCE. 8' - 5"4' - 0"6' - 0"8' - 0"1" = 30'-0"A3-1 1 EAST ELEVATION 1" = 30'-0"A3-1 2 NORTH ELEVATION 1" = 30'-0"A3-1 3 SOUTH ELEVATION 1" = 30'-0"A3-1 4 WEST ELEVATION Signature Typed or Printed Name License # Date PROJECT NUMBER ORIGINAL ISSUE: REVISIONS KEY PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/4/2025 1:58:33 PMA3-1 EXTERIOR ELEVATIONS 2025-1654 Avienda Apartments Address (TBD) Chanhassen, MN CITY SUBMITTAL 1" = 30'-0"A3-1 5 ROOFTOP MECHANICAL VIEW ANGLE No. Description Date 50 LEVEL 1 100' - 0" LEVEL 2 110' - 8" LEVEL 3 121' - 4" LEVEL 4 132' - 0" ROOF DECK 142' - 8" LEVEL -1 88' - 0" 1 2 43 4 7 5 6 10 10 2 711 STEEL PROTRUDING WINDOW BOX (TYPICAL 6 LOCATIONS) 48" FRAME EXTRUSION, MAT'L ON INSIDE FACE7 10" +/- LEVEL 1 100' - 0" LEVEL 2 110' - 8" LEVEL 3 121' - 4" LEVEL 4 132' - 0" ROOF DECK 142' - 8" LEVEL -1 88' - 0" LEVEL 1 100' - 0" LEVEL 2 110' - 8" LEVEL 3 121' - 4" LEVEL 4 132' - 0" ROOF DECK 142' - 8" LEVEL -1 88' - 0" LEVEL 1 100' - 0" LEVEL 2 110' - 8" LEVEL 3 121' - 4" LEVEL 4 132' - 0" ROOF DECK 142' - 8" LEVEL -1 88' - 0" 1 2 43 48" FRAME EXTRUSION, MAT'L ON INSIDE FACE7 10" +/- 1 5 6 2 COVERED PATIO SCREEN PORCH 10 11 7 12x8 AT-GRADE PATIOS AT L1 COURTYARD (TYP) 1 PREMIUM VERTICAL WOOD-LIKE SIDING: SHOU SUGI BAN FINISH STANDING SEAM METAL ROOFING AND SIDING MATERIAL: CHARCOAL FINISH ALUMINUM STOREFRONT WINDOWS: BLACK ANODIZED FINISH, CLEAR GLASS CAST STONE MASONRY: BUFF FINISH ARCHITECTURAL WALLBOARD, SMOOTH PANEL: WARM GRAY/WHITE FINISH ARCHITECTURAL SIDING, VERTICAL LAP: WARM DARK DRAY FINISH PREMIUM VERTICAL WOOD-LIKE SIDING: WARM WOOD FINISH MASONRY LIKE WALL MATERIAL, BASE: DARK MASONRY LIKE WALL MATERIAL, BASE: TAN VINYL RESIDENTIAL WINDOWS AND DOORS: BLACK EXTERIOR FINISH ALUMINUM HUNG BALCONIES: BLACK ANODIZED FINISH WALL GRILLES TO MATCH ADJACENT WALL FINISH 2 3 4 5 CONCEPT MATERIAL KEY 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 Signature Typed or Printed Name License # Date PROJECT NUMBER ORIGINAL ISSUE: REVISIONS KEY PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/4/2025 1:58:36 PMA3-2 EXTERIOR ELEVATIONS 2025-1654 Avienda Apartments Address (TBD) Chanhassen, MN CITY SUBMITTAL 1" = 30'-0"A3-2 1 EAST COURTYARD ELEVATION 1" = 30'-0"A3-2 2 NORTH COURTYARD ELEVATION (SOUTH COURTYARD SIMILAR, MIRRORED) 1" = 30'-0"A3-2 3 SOUTH COURTYARD ELEVATION TOWER ENDS (NORTH COURTYARD TOWER ENDS SIMILAR, MIRRORED) 1" = 30'-0"A3-2 4 WEST COURTYARD ELEVATION 1" = 1'-0"A3-2 5 Material Samples No. Description Date 51 Signature Typed or Printed Name License #Date PROJECT NUMBER ORIGINAL ISSUE: REVISIONS KEY PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed architect under the laws of the State of Minnesota 4/4/2025 4:07:15 PMA3-3EXTERIOR RENDERINGS 2025-1654 Avienda Apartments Address (TBD) Chanhassen, MN CITY SUBMITTAL No.Description Date PANORAMA LOOKING WEST FRONT ENTRYFRONT ENTRY PANORAMA LOOKING EAST PLEASE NOTE: ALL RENDERINGS SHOW DESIGN CONCEPT ONLY. PLEASE REFERENCE DRAWINGS SHEETS FOR DETAILS. 52 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE:Application of Inland Developer Partners and Level 7 Development LLC, for a preliminary plat and site plan review. On June 3, 2025, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application for site plan review and subdivision of a 35.34-acre property to plat an 11- acre lot for the construction of a 412-unit multi-family apartment building. The Planning Commission conducted a public hearing on the proposed development which was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and made the following Findings of Fact on the remaining application. FINDINGS OF FACT 1. On April 18, 2025 the City received a land use application for the property legally described in attachment Exhibit A for the following: A. A preliminary plat subdivision for an 11-acre lot for multi-family construction. B. A site plan review for the construction of a 412-unit apartment building. 2. The property is currently zoned Planned Unit Development PUD. 3. The property is guided by the Land Use Plan for Commercial. PRELIMINARY PLAT FINDINGS 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse effects of the proposed subdivision. The seven effects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the Planned Unit Development and the zoning ordinance if the conditions of approval are met. b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; Finding: The proposed subdivision is consistent with the Comprehensive Plan and subdivision ordinance if the conditions of approval are met. c. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater drainage are suitable for the proposed development; 53 Finding: The proposed site is suitable for development subject to the conditions specified in this report. d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; Finding: The proposed subdivision will provide adequate urban infrastructure subject to the conditions specified in this report. e. The proposed subdivision will not cause environmental damage; Finding: The proposed subdivision will not cause environmental damage. f. The proposed subdivision will not conflict with easements of record; and Finding: The proposed subdivision will not conflict with existing easements. g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1) Lack of adequate stormwater drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off-site public improvements or support systems. Finding: The proposed subdivision will have access to public utilities and streets if the specified conditions of approval are met. SITE PLAN REVIEW FINDINGS 5. The Applicant has requested approval of the site plan dated 04.18.2025 prepared by Civil Site Group. 6. The zoning ordinance directs the City to consider nine possible adverse effects of the proposed site plan. The nine (9) effects and our findings regarding them are: a) Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted. Finding: The site plan is consistent with the elements and objectives of the city's development guides, comprehensive plan, and official road mapping. b) Is consistent with the site plan review requirements. Finding: The site plan is consistent with the site plan review requirements. 54 c) Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas. Finding: The existing site is not in a natural state currently that requires preservation as it is currently a fully graded lot ready for commercial development. d) Creation of a harmonious relationship of buildings and open spaces with natural site features and with existing and future buildings having a visual relationship to the development. Finding: The proposed design creates a harmonious relationship between dwelling types proposed in the planned unit development, natural site features, and proposed landscaping. e) Creates a functional and harmonious design for structures and site features, with special attention to the following: i.An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; ii.The amount and location of open space and landscaping; iii.Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and iv.Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. Finding: The proposed site plan does create an internal sense of order for the buildings and uses on the site through the balance of landscaping, material applications, and circulation for pedestrians and vehicles. f) Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. Finding: The site plan as proposed does protect adjacent and neighboring properties for surface water drainage, sound and sight buffers, preservation of views, light and air that could have substantial effects on neighboring land uses. g) Within the Highway Corridor (HC) districts, consistency with the purpose, intent and standards of the HC districts. 55 Finding: The proposed site plan is not within the Highway Corridor District. h) Within the Bluff Creek Overlay (BCO) district, consistency with the purpose, intent and standards of the BCO district. Finding: The proposed site plan is not within the Bluff Creek Overlay District. i) Maintain an acceptable road system level of service. Finding: The proposed plan does not affect the road system level of service and internally in the site improves upon items that could affect the road system, such as connection, parking, and pedestrian circulation. 7. The planning report Planning Case 2025-08, dated May 28, 2025, prepared by Rachel Arsenault, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends approval of the requested Site Plan Review and Preliminary Plat to the City Council. ADOPTED by the Chanhassen Planning Commission this 3 rd day of June 2025. CHANHASSEN PLANNING COMMISSION BY:_______________________________ Eric Noyes, Chair 56 EXHIBIT A Outlot D, Avienda. 57 Application: Preliminary Plat & Site Plan Review. (Planning Case #2025-08) Staff Report Date: May 28, 2025 Drafted By: Rachel Arsenault, Associate Planner Joe Seidl, Water Resources Engineer Mackenze Grunig, Project Engineer Planning Commission Review Date: June 3, 2025 City Council Review Date: June 23, 2025 SUMMARY OF REQUEST: The Applicant is requesting preliminary plat approval and site plan review of a 412-unit multi-family apartment project. LOCATION: Lyman & Powers Intersection PID: 250910040 APPLICANT: Inland Developer Partners and Level 7 Development LLC PROPERTY OWNER: Level 7 Development LLC PRESENT ZONING: Planned Unit Development (PUD) 2040 LAND USE PLAN: Commercial SITE PLAN ACREAGE: 11 Acres SITE PLAN DENSITY: 37.45 Units/Acre PROPOSED MOTION: “The Chanhassen Planning Commission recommends approval of the requested preliminary plat, and site plan review for the 412-unit Avienda Apartments subject to the conditions of approval and adopts the attached Findings of Fact and Decision.” 58 Page 2 of 12 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a quasi-judicial decision. The city’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with zoning ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. COMMUNITY ENGAGEMENT Notice of the public hearing at Planning Commission was mailed to all property owners within 500 feet. The applicant held a neighborhood meeting on March 25, 2025. This neighborhood meeting was conducted entirely by the Applicant to gather feedback from adjacent property owners prior to development application. APPLICABLE REGULATIONS Chapter 18, Subdivision Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article 20-XXIII, Division 20-XXIII-9 Design Standards for Multifamily Developments Avienda Planned Unit Development - PUD Ordinance Number 696 PROPOSAL/SUMMARY The Applicant is proposing the subdivision of a 35.34-acre property to plat an 11-acre lot for the construction of a 412-unit multi-family apartment building. BACKGROUND The Avienda Development PUD was originally approved in 2020. The PUD was amended 2021 and given final plat for 6 outlots and right of way for Bluff Creek Boulevard, Avienda Parkway and Sunset Trail. The PUD was amended again in 2022. The first phase of the project to be developed under the 2022 revision of the PUD was the townhomes along the western border of the development. The rowhomes west of this apartment proposal have received final plat approval and are in the process of recording. PRELIMINARY PLAT REVIEW The preliminary plat as shown would subdivide the subject property into one lot and one outlot. Lot 1, Block 1 would be 11.03 acres and consist of the 412-unit apartment building. Outlot A would be 24.31 acres and future development of this lot would require replatting and development based on the approved Avienda Planned Unit Development (PUD). The Avienda PUD allows for up to 768 total housing units within the development. To date, the city has approved 39 detached townhomes, 53 rowhomes, and now this apartment proposal 59 Page 3 of 12 with a total of 412 units. If approved, that would mean that within the remainder of Avienda, a total of 264 additional residential units could still be built. The PUD allows for an apartment building within this district of Avienda of up to 415 units. The proposed apartment of 412 units is consistent with the Avienda PUD. SITE PLAN REVIEW Parking City code section 20-1124 establishes the minimum number of parking spaces required to be provided for multifamily housing development projects. Based on the project as proposed, a minimum of 726 parking spaces are required, 412 of which are required to be enclosed garage parking. The project proposes 492 underground garage parking spaces that span between the two wings of the building and below the courtyard. Additionally, 143 outdoor parking spaces are shown. The Developer has provided proof of parking for an additional 101 outdoor parking spaces. This comes to a grand total of 736 parking spaces, 635 of those parking spaces to be constructed with the apartment building. City Code section 20-1124 (a, 5) allows for an applicant to request a reduction in the required number of parking spaces constructed with the initial development, with a future proof of parking plan and documented parking demand for similar developments. The plan must show the location for all minimum required parking spaces in conformance with applicable setback requirements. The city shall require the installation of additional parking spaces if additional parking is deemed necessary at the sole discretion of the City Council. This requirement will be memorialized within the development contract . Unit Type Parking Required By Unit Type Studio/Alcove 48 1 Bedroom 255 2 Bedroom or greater 320 Required Guest Parking 103 Parking Required Parking Shown Total Covered Underground Spaces 412 492 Outdoor Surface Parking Spaces 143 Total Parking Spaces Shown 726 736* *Proof of parking 101 spaces Site furnishing The project as proposed shows sidewalks around the building and on property lines where future connectivity will be important. As a part of a larger regional lifestyle development 60 Page 4 of 12 pedestrian connectivity is of high importance. The site also includes two pet parks, one each on the north and south ends of the property. At the center of the proposed building is approximately a 2.5 acre private courtyard containing a pool & spa, putting greens, open green space, fire pits, outdoor kitchens, lounge areas, garden, and paths. On the exterior of the building, the Developer shall provide at least two benches along the meandering walking paths, one along the west side of the property, and the other in a location of their choosing. Loading, mechanical, and refuse areas Garbage & recycling services, move-in docks, and mechanical shall be located inside the garage. Additional mechanical equipment will be roof mounted and screened by the parapet roof based on the rooftop mechanical view angle diagram showing the setback distance required for the screening various equipment height. Lighting Wall-mounted lighting in commercial, industrial, and institutional districts shall be shielded with a total cutoff angle equal to or less than 90 degrees. Fixture height shall not exceed 30 feet. Fixtures are shown at a height of 20 feet which adheres to City Code. Shop drawings shall be provided to show proposed fixtures. Lighting on the building faces shall also be restricted to having a total cutoff angle equal to or less than 90 degrees. Signage The plans provided do not depict signage on the site. Signage for the property shall comply with the PUD requirements for the Avienda development and all other applicable regulations to the site. Sign permits will be required to be applied for and approved at the time of building permit. Hard Surface Coverage The Avienda development has a maximum hard surface coverage of 70% for the overall development. The Avienda Apartments proposes 72.8% hard surface coverage for this proposed development. The 2.8% hard cover will have to be taken into consideration for development of other parcels within Avienda. BUILDING ARCHITECTURAL REVIEW Required Architectural Standards Based on the Planned Unit Development the site development, streetscape character, building placement, pedestrian realm, material expression and color, stormwater utilization, building interest, lighting and walking paths shall be consistent with the Avienda Development Guidelines Dated September 8, 2022. Architectural Style 61 Page 5 of 12 The Avienda design guidelines emphasize timeless features & forms, earth tones color palette, safe transportation options, community gathering, resilient plantings, and responsible use of resources. The design guidelines recommend variety of scale, high-quality native materials, and a focus on street level experience. Mechanical equipment must be screened to the highest standard with design that ties into the rest of the site. Massing and Placement The building is broken into four main areas, two U-shaped wings of apartments, interconnected with two amenity buildings located on the east and west side of the property. The amenity spaces provide a relief in the height of the building as well as a design focal point with the modern-simplistic house shape. The U-shaped wings of apartments connect through a single- story segment to the amenity spaces. The design uses undulation, recessing, materials, and small changes in height to break up the massing. Elevations Materials and Color A variety of materials are proposed for the building including vertical wood, metal, cast stone masonry, smooth panels, vertical lap siding, and masonry like material. The Avienda design 62 Page 6 of 12 guidelines suggest materials like brick, natural stone, copper metal, specialty concrete, texture concreate panels, ornamental metal, architectural rockface CMU, masonry stucco, wood, and EIFS. The materials proposed are similar to and some the same as the suggested. The colors proposed are neutral including grays, black, tan, and brown. Avienda’s design driver is a color palette drawn from earth tones and natural elements. The color palette shall be reviewed by Planning Commission and City Council to determine if the proposed sufficiently aligns with the design guidelines. ENVIRONMENTAL PROTECTION DISTRICTS · Wetland Protection – Not applicable. · Bluff Protection – Not applicable. · Shoreland Management – Not applicable. · Floodplain Overlay – Not within FEMA Flood Zones 2018. SUBDIVISION REVIEW There is one lot proposed in this subdivision; this lot is currently an outlot that requires re- platting to be buildable. The square footage of the proposed lot exceeds the minimum requirement of 10,000 square feet, as well as the required depth and width of 100 feet. The proposed parcel is 480,542 square feet, 518.6 feet wide, and 815.3 feet deep. LANDSCAPING The landscaping design provides berms covered in natural no-mow fescue grass seed mix, adding to the prairie element of landscape design seen in Avienda renderings. This adds a passive green space between the pedestrian connectivity, creating a broader benefit to Avienda as a whole. PROJECT OVERVIEW – ENGINEERING AND WATER RESOURCES The Applicant is requesting preliminary plat approval and site plan review of a 412-unit multi- family apartment project located within the Avienda Development. Construction plans and Stormwater Reports developed by Civil Site Group dated April 18, 2025 were reviewed by staff. The proposed design would create 8 acres of new impervious area in the form of a large apartment building, parking lots, sidewalks, and streets. Stormwater is proposed to be managed by an underground vault system and by the best management practices outlined in the Avienda Regional Stormwater Plan developed by Landform dated April 18, 2025 which was also reviewed by staff. GRADING & DRAINAGE The project site consists of one parcel and is located off of Avienda Parkway south of Lyman Blvd and west of Powers Blvd. The project site is an empty lot that includes a temporary holding basin which provides rate control for offsite drainage. The outlet for this temporary basin flows north into the Bluff Creek Watershed. The remaining existing grading on site flows east as part of the Lake Susan Watershed. The site is a part of the Avienda master stormwater plan dated April 18, 2025. The overall stormwater management for the Avienda development was 63 Page 7 of 12 conditionally approved in the master stormwater plan by the watershed district but has not received approval from the city. Since its initially conditional approval the master stormwater plan has been modified. It is critical that the Avienda Apartments site plan, master stormwater plan, and any future site plan in the Avienda Development are all updated to show that the designs work together. As such the applicant shall submit an updated stormwater master plan with the Avienda Apartments final plat submittal. Both plans must meet all applicable rules form the city and watershed district. In the proposed conditions, the site would be mass graded, and an apartment complex with parking and drive areas are proposed to be built on site. The site will maintain drainage patterns similar to the existing conditions. The temporary rate control basin is proposed to be altered to an underground rate control basin and outlet to the north through a 24” HDPE pipe and outlet control structure into the Bluff Creek Watershed in line with the Avienda master stormwater management plan. The proposed apartments and corresponding parking and drive areas are proposed to be routed through storm sewer into a basin offsite to the east. The basin is located east of the apartments and east of a retail area. The basin is proposed to be used as a source water for a reuse system in the future full buildout condition. The applicant should modify the plans to reflect the alternate conditions submitted which included a stormwater pond further to the east on the Avienda site. This basin is located east of the apartments and east of the retail area. The plans previously submitted reflect a basin located in the retail area instead. SANITARY SEWER AND WATERMAIN The applicant is proposing the construction of 8” PVC mains for the sanitary sewer and water needs of the subdivision. Avienda Apartment utility plans do indicate that the extension of 8” PVC C900 is planned for. Plans that illustrate the profile of the utilities, along with their size and material, are required for review and approval prior to final plat approval. The final construction plans must be approved prior to recording of the final plat. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. EROSION CONTROL The proposed development will impact one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). A Surface Water Pollution Prevention Plan (SWPPP) was included in the preliminary plat submittal. The SWPPP is a required submittal element for final plat review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19- 145 of City Ordinance. No earth disturbing activities may occur until an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements of the permit. The SWPPP will need to be updated as the plans are finalized, when the contractor and their sub-contractors are identified and as other conditions change. An approved SWPPP shall be submitted prior to 64 Page 8 of 12 recording the final plat. All erosion control shall be installed and inspected prior to initiation of site grading activities. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley Purgatory Bluff Creek (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A RPBCWD permit will be required for final plat approval. The regional stormwater management plan for Avienda was conditionally approved by RPBCWD on 01/08/2025 but that approval requires individual sites obtain separate permits from the watershed district as they develop in line with the 2024-078 RPBCWD permit. The site is proposing to meet rate control, water quality, and volume abstraction through a regional stormwater reuse system and Jellyfish structure. However, additional information, including an up-to-date survey, is needed to confirm these systems are currently in place or will be constructed as part of this development. If these are not currently in place or proposed to be constructed as part of the development, the applicant will need to demonstrate compliance with RPBCWD and the City’s stormwater management requirements during the interim condition. If water reuse is proposed to meet requirements, additional information on the irrigation area and water balance shall be submitted for review with the final plat submittal. The proposed design does not account for the temporary condition when the temporary rate control basin is removed and before the permanent underground basin would be installed. The applicant should create a site condition to maintain rates going to Bluff Creek Watershed during the interim condition. The site is proposed to be routed to the pond through storm sewer. The applicant should update storm sewer sizing and routing to reflect the alternate condition proposed. RECOMMENDATION Staff recommends approval of the requested preliminary plat and site plan for the construction of the project as proposed, subject to updating of plans based on staff review comments. APPLICATION REVIEW COMMENTS PLANNING: 1. Developer shall provide sidewalk in the following locations: alongside the east property line from the north property line to the south property line, the west side of the driveway entrance on the south-east end of the property to connect to the south-east 65 Page 9 of 12 corner of the building, and the South end of the building connecting the proposed to the path on the west side of the building. 2. Private sidewalks along the exterior of the proposed building shall be encumbered with a public access easement. 3. All lighting shall have a total cutoff angle equal to or less than 90 degrees. 4. Developer shall add four benches, each measuring at least 48” in width, along the meandering path around the exterior of the proposed building. Developer to propose location of those benches for city approval. 5. Developer shall provide a documented parking demand summary on a similar unit count multi-family project for the proof of parking. 6. Developer shall provide measurements of what materials in the courtyard count towards the hard cover calculations on the submitted plans. 7. Developer shall incorporate natural stone on all public-facing exterior elevations of the proposed building per the Avienda Design Guidelines recommended class I materials. 8. The Development Agreement shall include that the Developer unconditionally guarantees to the City that it shall construct additional parking spaces upon the Subject Property in accordance with the zoning ordinance and the future Development Agreement if the parking demand for the Subject Property exceeds the actual on-site parking supply. FORESTRY 1. Planting plan shall adhere to the city ordinance for species diversity as outlined in city code section 20-1183. Tree Diversity. No more than ten percent of the trees may be from any one tree species, no more than 20 percent of the trees may be from any one genus, and no more than 30 percent of trees from any one family. ENGINEERING: 1. The developer shall enter into Encroachment Agreements for private improvements (e.g., retaining walls and monument signage) located within the 10-foot wide public drainage and utility corridor abutting Avienda Parkway right-of-way prior to issuance of building permits. 2. Any previously recorded easements located within proposed public right-of-way or proposed public drainage and utility easements must be vacated prior to or concurrently with the final plat. 3. The applicant and their Engineer shall work with city staff in amending the construction plans, dated April 4th, 2025 prepared by Matthew Pavek, PE with Civil Site Group, to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the final plat. 4. All newly constructed streets and sidewalks will be privately owned and maintained. The developer shall provide for review and approval maintenance agreements for these improvements, as well as cross-access/parking agreements for the shared parking, prior to or concurrently with the recording of the final plat. 66 Page 10 of 12 5. Construction design elements associated with the street plans such as stationing, curb tables and alignments, centerline grades, and intersection details will be required prior to final plat approval. 6. All sanitary sewer and water mains will be publicly owned and maintained after acceptance of the public improvements by the City Council. These utilities shall be covered by a Drainage and Utility Easement which shall be large enough for the owner to own and maintain. 7. The applicant will be required to enter into a Development Contract with the City and all applicable securities and fees provided prior to recording of the final plat. 8. It is the applicant’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT, Carver County, RPBC Watershed District, Board of Water and Soil Resources, PCA, MDH, MPCA, etc.). 9. The developer shall incorporate the latest City Detail Plates and Specifications into the Final Plat application. 10. At all locations where the proposed trail and sidewalk connect to existing pedestrian facilities, verify that the existing conditions meet current ADA standards. 11. Provide pedestrian ramps at all sidewalk and trail street crossings in accordance with ADA and City standards. 12. Sidewalks must be a minimum of 5 feet wide, and City trails must be a minimum of 8 feet wide. 13. Provide a schedule for all “Work By Others.” These improvements must be completed prior to the issuance of building permits, as the associated utilities are integral to the Avienda Apartments project. 14. Several surface grading issues are noted where proposed contours do not tie into existing grades. Please review and revise accordingly. 15. Per typical City design standards, sanitary sewer should be located in the center of the roadway, with watermain offset by 10 feet from the sanitary sewer. 16. City Standard Detail Plates shall be included in the construction plan set and displayed in a layout format of 2 rows by 4 columns for consistency with City expectations. WATER RESOURCES: 1. The developer shall enter into a development contract with the City and provide necessary financial security to guarantee compliance with the terms of subdivision approval and construction of infrastructure onsite. The Development contract shall be recorded concurrently with the final plat. 2. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities. 3. The applicant shall provide an updated survey to verify the current conditions of the site as part of the final plat application. 4. The applicant shall provide an updated set of master stormwater plans to verify the design of the Avienda Apartment site works with the overall stormwater build out. The updated plans shall be submitted as part of the final plat application. 67 Page 11 of 12 5. The developer and their Engineer shall work with City staff in amending the construction plans, dated April 18, 2025 prepared by Civil Site Group, to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording final plat. 6. An analysis of stormwater treatment shall be submitted with the final plat application that verifies that the design meets the temporary and proposed conditions for the site for both the rate control basin and the stormwater reuse basin. The water quality approved for the site by the Watershed shall be constructed with the development or confirmed that it has been installed by the Master Plan, or a temporary condition shall be installed to meet the requirements. 7. An Operations and Maintenance plan for all proposed private BMPs including the inspection frequency, maintenance schedule, and responsible party shall be submitted with the final plat application. 8. The applicant shall revise the design to reflect storm sewer sizing and outletting to the basin located in the alternate exhibit. 9. The applicant shall provide updated H&H and water quality modelling with the final plat submittal. 10. The overall site has an approved permit by the watershed district that conditions individual sites obtain their own permits. The applicant shall secure conditional approval from the watershed district prior to submitting the final plat application to the City. Verification of conditional approval shall be provided with the final plat application. 11. The applicant shall design the site to meet the conditions outlined in the master stormwater plan that was approved by the Watershed District. There is no analysis on the time between removing the temporary basin on site and installing the underground rate control basin. If the applicant determines a temporary condition must be used, an analysis of the temporary condition must be submitted or an analysis on the temporary affect on the site before the underground basin is installed. BUILDING: 1. The developer must submit a list of proposed street names for review and approval prior to final plat of the property. 2. A building permit must be obtained before beginning any construction. 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 4. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review 5. The building is required to have automatic fire extinguishing systems. 6. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 7. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, 68 Page 12 of 12 Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count 8. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 9. Accessibility will have to be provided to all portions of the development and a percentage of the units may also be required to be accessible or adaptable in accordance with Minnesota State Building Code Chapter 1341. Further information is needed to determine these requirements. 10. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 69 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTYOFCARVER ) I, Jenny Potter, being first duly sworn, on oath deposes that she is and was on lr{ay 22,2025, the duly qualified and acting City Clerk oithe City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy ofthe attached notice Consider the request for a subdivision and site plan approvals for the construction of a 412-unit apartment huilding within Avienda development on an 1l-acre lot. Owner: Level 7 Development, LLC, Applicant: Inland Development Partners, LLC to the persons named on attached Exhibit "A", by enclosing a copy ofsaid notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses ofsuch owners were those appearing as such by the records ofthe County Treasurer, Carver County, Minnesota, and by other appropriate records. .lenny Potte Ciry Clerk Subscribed and sworn to before me this L2 day of fl\,ru .2025 A,r^ad/m ,-r ?1 4^)AMY K. WEIDMAN Notary Public-Minnesota My Commb.lon Explr.6 Jln 31. 2027 Notary Public 70 Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. «Tax_name» «Tax_add_l1» «Tax_add_l2» Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. «Next Record»«Tax_name» «Tax_add_l1» «Tax_add_l2» Subject Area Subject Area 71 NOTICE OF PUBLIC HEARING CHANHASSEN PLANNING COMMISSION MEETING NOTICE OF PUBLIC HEARING CHANHASSEN PLANNING COMMISSION MEETING Date & Time: Tuesday, June 3, 2025 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider the request for a subdivision and site plan approvals for the construction of a 412-unit apartment building within Avienda development on an 11-acre lot. Applicant: Inland Development Partners, LLC Property Location: Avienda development A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans for the project. 3. Planning Commission discusses the proposal. 4. Public hearing is opened taking comments from the public— up to 5 minutes per person. 5. Public hearing is closed and the Planning Commission continues discussion on the project prior to voting on the project. Questions & Comments: To view project information before the meeting, please visit the city’s proposed development webpage: www.chanhassenmn.gov/proposeddevelopments Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe Date & Time: Tuesday, June 3, 2025 at 6:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Proposal: Consider the request for a subdivision and site plan approvals for the construction of a 412-unit apartment building within Avienda development on an 11-acre lot. Applicant: Inland Development Partners, LLC Property Location: Avienda development A location map is on the reverse side of this notice. What Happens at the Meeting: The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans for the project. 3. Planning Commission discusses the proposal. 4. Public hearing is opened taking comments from the public— up to 5 minutes per person. 5. Public hearing is closed and the Planning Commission continues discussion on the project prior to voting on the project. Questions & Comments: To view project information before the meeting, please visit the city’s proposed development webpage: www.chanhassenmn.gov/proposeddevelopments Sign up to receive email updates about this or other projects. Go to https://www.chanhassenmn.gov/i-want-to/subscribe 72 Tax name Tax add l1 Tax add l2 AARON LEIGH SANDNESS 9171 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 ANTHONY EDWARD SMITH 6922 EDGEBROOK PL EDEN PRAIRIE, MN 55346- ASIM MOHAMMED SYED 1561 LYMAN BLVD CHANHASSEN, MN 55317- BRANDON ZENK 9091 RIVER ROCK DR N CHANHASSEN, MN 55317-4845 C/O AVIENDA TOWNHOMES ASSOCIATION 15050 23RD AVE N MINNEAPOLIS, MN 55447- CARA L BLACK REVOCABLE TRUST 10764 PURDEY RD EDEN PRAIRIE, MN 55347- CARVER COUNTY HOLDINGS LLC 8722 BIG WOODS LN EDEN PRAIRIE, MN 55347- CHRISTOPHER R ANDERSON 1423 BETHESDA CIR CHANHASSEN, MN 55317-4749 CITY OF CHANHASSEN PO BOX 147 CHANHASSEN, MN 55317- CRAIG J PETERSON REVOCABLE LIVING TRUST 1340 OAKSIDE CRK CHANHASSEN, MN 55317- CYNTHIA J WOLFE 12334 HARVARD AVE EDEN PRAIRIE, MN 55347- DAVID SCHLIESMAN 8435 CRANE DANCE TRL EDEN PRAIRIE, MN 55344- DEBRA A JUNGCLAUS 4407 SE HAIG POINT CT STUART, FL 34997- DENNIS H HEPPELMANN 10367 CANADIANS LANDING EDEN PRAIRIE, MN 55347- ERIK DALE 1190 LYMAN BLVD CHANHASSEN, MN 55317-9166 HUONG N DANG 9151 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 JAMES S ROHWER 9111 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 JAMES SVOBODA 1300 OAKSIDE CIR CHANHASSEN, MN 55317- JDV INVESTMENTS LLC 6472 SMITHTOWN RD EXCELSIOR, MN 55331- JEFFREY S & LEE ANN FRANZ 8950 SUNSET TRL CHANHASSEN, MN 55317-9100 JENIFER KENIS PRINCE 13190 BEEHIVE CT EDEN PRAIRIE, MN 55346- JENNIFER MAY HANSON REV INTERVIVOS TR 8955 SUNSET TRL CHANHASSEN, MN 55317- JESSE L MILLER 9051 RIVER ROCK DR N CHANHASSEN, MN 55317-4845 JILL MARIE MADISON 9161 RIVER ROCK DR N CHANHASSEN, MN 55317- JOSEPH ARMSTRONG 1427 BETHESDA CIR CHANHASSEN, MN 55317-4749 KELLY PATTON 7051 MILLCREEK LN EXCELSIOR, MN 55331- KERRY ZAJICEK 1601 LYMAN BLVD CHANHASSEN, MN 55317- KIM KIM 9041 RIVER ROCK DR N CHANHASSEN, MN 55317- KYLE KRAMER 9071 RIVER ROCK DR N CHANHASSEN, MN 55317- LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD MINNETRISTA, MN 55331-9628 MARCO RASGATTINO 9141 RIVER ROCK DR N CHANHASSEN, MN 55317-4758 MICHAEL SERWA 9121 RIVER ROCK DR N CHANHASSEN, MN 55317- 73 MINH CAM TRAN 1330 LYMAN BLVD CHANHASSEN, MN 55317-9168 MYTHILI KARUPPUSAMY 1431 BETHESDA CIR CHANHASSEN, MN 55317- PAGE WORTHINGTON ARLT 9165 MILLS DR CHANHASSEN, MN 55317- PATRICK ENROTH 9081 RIVER ROCK DR N CHANHASSEN, MN 55317- PRESERVE AT BLUFF CREEK HOA 1801 AMERICAN BLVD E STE 21 BLOOMINGTON, MN 55425- SOMASUNDARAM KRISHNAMURTHY 9031 RIVER ROCK DR N CHANHASSEN, MN 55317- SREENIVAS SAMPAT 9061 RIVER ROCK DR N CHANHASSEN, MN 55317-4845 STATE OF MINNESOTA - DOT 1500 COUNTY ROAD B2 W ROSEVILLE, MN 55113- SUDHAKAR JAGARKAL 9101 RIVER ROCK DR N CHANHASSEN, MN 55317- SUNGSOOK KIM REVOCABLE TRUST 15395 HIGHLAND BLUFF MINNETONKA, MN 55345- THE BOBERTZ LIVING TRUST 5395 ROBINWOOD CT VICTORIA, MN 55318- TIMOTHY D FOSTER 221 MANITOBA AVE S WAYZATA, MN 55391- TODD DAVID MICHELS 5385 ROBINWOOD CT VICTORIA, MN 55318- TRUST OF BRENT R MILLER 1200 LYMAN BLVD CHANHASSEN, MN 55317- TUOI VAN TRAN 8900 SUNSET TRL CHANHASSEN, MN 55317-9100 VARUN PARVATANENI 109 CRESSIDA WOODS DR HOLLY SPRINGS, NC 27540- WILLIAM I HAMILTON 17593 HACKBERRY CT EDEN PRAIRIE, MN 55347- ZACHARY JEROME PLEISS 1419 BETHESDA CIR CHANHASSEN, MN 55317- ZACHARY NELSON 1435 BETHESDA CIR CHANHASSEN, MN 55317- 74 AFFIDAVIT OF PUBLICATION STATE OF MTNNESOTA ) COUNTY OF HENNEPIN ss I do solemly swear that the noticg as per the proof, was published in the edition of the SS Mtka-Excelsior-Eden Prairie with the known office of issue being located in the county of: HENNEPIN with additional circulation in the counties of; HENNEPIN and has full knowledge of the facts stated below: (A) The uewspaper has complied with all of the requirements constituting qualifica- tion as a qualified newspaper as provided by Minn. Stat. $331A.02. (B) This Public Notice was printed and pub- lished in said newspaper(s) once each week, for I successive week(s); the first insertion being on 0512212025 and the last insertion being on 0512212025. MORTGAGE FORECLOSI.]RE NOTICES Pursuant to Minnesota Stat. $580.033 relating to the publication of mortgage foreclosure notices: The newspaper complies with the conditions described in $580.033, subd. 1, clause (l) or (2). If the newspaper's known o{Iice of issue is located in a county adjoining the county where the mortgaged premises or some part of the mortgaged premises described in the notice are located, a substantial portion of the newspaper's circulation is in the latter Subscribed and sworn to or allirmed before me o10512212025 Notary Public Rate lnformation: (l) Lowest classified rate paid by commercial users for comparable space: $999.99 per column inch CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PI.ANNING cAsE NO.202$08 NOTICE lS HEREBY GIVEN that the Chanhassen Planning Gom- mission will hold a public hearing on Tuesday, June 3, 2025, at 6:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The puipose of this hearing is to consider a request for a subdivi- sion and sit€ plan approvals for the construction of a 412-unit apart- ment building within the Avienda development on an 11-acrc lot. Zoned Planned Unit Development. Property Owner: Level 7 Develop- ment, LLC. Applicant: lnland Devel- opment Partners, LLC. Project documents lor this i€quest are available for public review cn the city's websiteat wwwchanhassenmn.gov/ oroooseddevelopments or at City Hall during regular business hours. All interested persons arc invited to attend this public hearing and express their opinions with rcspect to this proposal. Rachel Arsenauh Associate Planner Email: rarsenault@chanhassenmn. sav Phone: 952-227-1132 Published in the Sun Sailor May 22,2025 1470453 By: ,{ffi Darlene Marie MacPherson WWfiA *;'flT"::il'" \€p/ My Commis$on Epires Jan. 31, 20ig Ad rD 1470453 75 Planning Commission Item June 3, 2025 Item Approve Planning Commission Meeting Minutes dated May 20, 2025 File No.Item No: D.1 Agenda Section APPROVAL OF MINUTES Prepared By Amy Weidman, Senior Admin Support Specialist Applicant Present Zoning Land Use Acerage Density Applicable Regulations SUGGESTED ACTION "The Chanhassen Planning Commission approves its May 20, 2025 meeting minutes" SUMMARY BACKGROUND DISCUSSION RECOMMENDATION 76 "The Chanhassen Planning Commission approves its May 20, 2025 meeting minutes" ATTACHMENTS Planning Commission Meeting Minutes dated May 20, 2025 77 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES MAY 20, 2025 CALL TO ORDER: Chairman Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chairman Eric Noyes, Steve Jobe, Jeremy Rosengren, Mike Olmstead, Dave Grover, and Katie Trevena. MEMBERS ABSENT: Ryan Soller. STAFF PRESENT: Rachel Arsenault, Associate Planner; and Rachel Jeske, Planner. PUBLIC PRESENT: Linda Paulsen PUBLIC HEARINGS: 1. ORDINANCE XXX: AMENDING CHAPTER 1 AND CHAPTER 20 DEFINING REGULATING DETACHED ACCESSORY DWELLING UNITS Rachel Jeske, Planner, explained that the City Council created a Planning Commission Community Development Work Plan for 2024. She summarized the list of topics to review and noted that they still needed to review the sign code and the accessory dwelling unit ordinance. She summarized the meetings in which they had talked about accessory dwelling units and noted that they provided a recommendation to the City Council on May 6, 2025. She stated that the City Council had a work session on detached auxiliary dwelling units on May 12, which the Planning Commission would review tonight. Ms. Jeske described the proposed zoning process and noted that they would be permitted in the Agricultural Estate (A-2), Rural Residential (RR), and Residential Single Family (RSF – 1 acre minimum). She said that the conditional use permit would be reviewed by the Planning Commission with a public hearing and that the final decision would be made by the City Council. She said that Conditional Use Permits are generally approved if they can meet City standards outlined in the code, with reasonable conditions added as determined by the City Council. Ms. Jeske said the height of the structure would not be able to be bigger than the principal structure unless they were located above a garage in the A-2 and RR districts. The detached ADUs have to meet the principal structure setbacks required by the underlying zoning district, and they had to be between 200 square feet and 960 square feet. She stated that there could not be more than one bedroom. She stated that there could be no more than one auxiliary dwelling unit allowed, both inclusive of attached and detached auxiliary units. She stated that the structure 78 Planning Commission Minutes – May 20, 2025 2 must have a permanent foundation with no wheels, must maintain compliance with the underlying zoning district regulation for impervious lot coverage, and the owner must occupy one of either the principal structure or detached auxiliary dwelling units as their primary place of residence. She commented that the detached auxiliary dwelling units could not be used as rental properties, as defined by the City Code. She said that they could be generally consistent with the architectural design of the principal structure, and they could not have additional driveway access. She stated that they should not have separate utility connections unless approved by the City Engineer/Public Works Director. She said that an auxiliary dwelling unit must meet all building, fire, property, and maintenance codes. She said that they may require year-round vegetative screening based on review by the city. She stated that a property zoned RSF must be at least 1.0 acres, but if the property does not meet that requirement, they could request a variance. She reviewed a map showing property sizes across Chanhassen, and she said that only the purple and two blue shades could have a detached auxiliary dwelling unit. Chairman Noyes asked if there was a percentage of the lots in Chanhassen that were zoned RSF and greater than 1.0 acre. Ms. Jeske responded that she did not, but she could look it up. Chairman Noyes asked for the primary reason for reviewing this. He said that there have been ten previous requests that went through a variance process and were approved, so there was not a high historical number of requests. Ms. Jeske answered that the staff receives a lot of inquiries on the topic and stated that in 2024, they received ten inquiries and no applications from interested people. Commissioner Olmstead asked if they could have a separate line for private utilities or if they had to go through the primary residence. Ms. Jeske answered that the assumption was for all utilities to go through the primary residence, but since electricity was not through the city, it would have to be approved by the primary utility company. Commissioner Rosengren asked about the height in section A and the allowance to exceed the height of the principal structure if it was a garage. Ms. Jeske responded that it referred to detached garages, which may be taller than the principal home. Commissioner Rosengren asked if a detached garage with an auxiliary dwelling unit made it a detached auxiliary dwelling unit. Ms. Jeske confirmed this information. Commissioner Jobe asked if the zoning of the height of the garage was set by the RR district. Ms. Jeske answered that in all three of the zoning districts, they all have a maximum structure height of 35 feet. Commissioner Grover asked if a property was sold, and how a buyer would know that they have to live in one of the units. Ms. Jeske responded that the conditional use permit would be recorded with the property, so it would be given to the property owner when they buy the property. Commissioner Rosengren stated that he was confused because, in the last meeting, they were discussing attached auxiliary dwelling units. He said that the language did not allow short-term rentals, but they asked if they could include language about all rentals. He stated that they 79 Planning Commission Minutes – May 20, 2025 3 discussed that the city does not regulate long-term rentals, so he asked how the city would monitor this information. Ms. Jeske answered that if a neighbor complained, they would enforce the code, and the city would follow through with the typical code enforcement process. Commissioner Rosengren clarified that it would be communicated when they got the approval for the auxiliary dwelling unit, and they would enforce it when they found out the information. Commissioner Grover asked if they should have the same language for the attached auxiliary dwelling units. Ms. Jeske answered that the attached auxiliary dwelling unit ordinance had already been approved. She said that the goal was that the conditional use process would be laid out more clearly. Chairman Noyes opened the public hearing. Linda Paulson said that the Planning Commission asked good questions. She asked about the frequency of monitoring of those who live in the unit. She asked what the penalty for abuse of an auxiliary dwelling unit would be for an owner to protect Chanhassen as a whole. She asked if conversion into a man cave would be permitted. She stated that the conditional use permit goes to one acre. She asked what would happen if someone had 0.73 acres and if they would lower that number to less and increase the density. She asked if neighbors within 500 feet would be notified when an auxiliary dwelling unit application was received. She asked how many structures were allowed on one lot, and about the impact of the pervious land percentage. She stated that Chanhassen was all built up, so she expressed concerns about the impact on pervious land and the impact on pollinator decline. She stated that her yard had a lot of milkweed, but if everyone built more buildings, then Chanhassen would be like Minneapolis. She expressed that it would be important to protect land for pollinators. She said that a comment on social media stated that the property taxes should increase on the property since there would be an increase in demand for public services. Chairman Noyes closed the public hearing. Commissioner Noyes asked if there was any process to notify the neighbors about an auxiliary dwelling request. Ms. Jeske answered that there would be a notification for the conditional use permit within either 500 feet or a quarter of a mile. Commissioner Noyes said that there was a defined definition of one bedroom and one bathroom. He asked if someone made a structure into a man cave, it would not necessarily make it an auxiliary dwelling unit. Ms. Jeske responded that the City Council discussed this at length. An auxiliary dwelling unit had to have a full kitchen, bathroom, bedroom, and living space. A full kitchen would have a refrigerator and a stove. Commissioner Trevena asked if there was a complaint and what process the city would take to respond. Ms. Jeske answered that the city did not have a specific process, but they would send a letter and request compliance within a set time. The owner would get three notices, and then it would be settled in court. 80 Planning Commission Minutes – May 20, 2025 4 Commissioner Rosengren voiced concern about the language of prohibiting rentals. He said that a detached auxiliary unit would be more desirable to rent. He asked if the City Council was trying to limit how people used a detached auxiliary dwelling unit, so that would be why they created the language in the ordinance. Ms. Jeske answered that the City Council had a goal that the auxiliary dwelling unit is not rented, but it did not make sense to call out rentals since it would be difficult to enforce the process. She said that the auxiliary dwelling unit ordinance line about rentals was changed to match this ordinance. Chairman Noyes said that as proposed the city would take the same stance on rental on any kind of ADU. He said it clearly states that rentals are prohibited. He said that the question was if they wanted to be more strict with this, and if so how they would do it. Commissioner Rosengren said that there was no language in the City Code that did not allow residents to rent the house. Ms. Jeske answered that long-term rentals are allowed, but there was no permitting process with the city. Commissioner Rosengren said that the city was weeding out people who would not break the law. He said that the attached dwelling unit code was modified to match, so they were not differentiating the code. He stated that there was a fear-based approach. He asked what they were trying to prevent. He said he could see the city asking for a careful approach, and if it came up for review later based on interest and community applications, they could do it that way. Chairman Noyes said that there had not been much interest. He said that there were more inquiries, but there was a previous cost associated with the process. He said that the inquiry number and the number of auxiliary dwelling units might go up by a small amount since the process was more clearly defined. Ms. Jeske said that a conditional use permit was more expensive than applying for a variance. Commissioner Jobe asked about the lot size. Ms. Jeske responded that the auxiliary dwelling unit was limited to 960 square feet. Commissioner Omstead asked about the motivation of those who inquired. Ms. Jeske answered that most of it was people looking for parents or a caretaker to stay. Commissioner Jobe moved, Commissioner Olmstead seconded that the Chanhassen Planning Commission motions to recommend the City Council adopt the ordinance amending Chapter 1 and Chapter 20 regulating Detached Accessory Dwelling Units as presented. All voted in favor and the motion carried unanimously with a vote of 6 to 0. GENERAL BUSINESS: None. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED MAY 6, 2025 81 Planning Commission Minutes – May 20, 2025 5 Commissioner Trevena moved, Commissioner Rosengren seconded to approve the Chanhassen Planning Commission summary minutes dated May 6, 2025, as presented. All voted in favor, and the motion carried unanimously with a vote of 6 to 0. COMMISSION PRESENTATIONS: None. ADMINISTRATIVE PRESENTATIONS: Rachel Jeske, Planner, stated that they received two applications last Friday. One application was for the final plat for Pioneer Ridge which will go directly to the City Council. Additionally, the city received an application for site plan with variances for a project called Eden Springs, which would be a memory care residential development. CORRESPONDENCE DISCUSSION: OPEN DISCUSSION: None. ADJOURNMENT: Commissioner Olmstead moved, Commissioner Trevena seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 6 to 0. The Planning Commission meeting was adjourned at 6:29 p.m. Submitted by Eric Maass Community Development Director 82 100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com April 4, 2025 Eric Maass Community Development Director City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 Re: Avienda Apartment Development Dear Planning Staff and City Officials, Inland Development Partners is pleased to submit for your review and consideration a site plan application for a proposed 412-unit, 4-story luxury apartment community, located within the previously approved Avienda Planned Unit Development (PUD). Situated on just over 11 acres, this project aligns with the PUD standards already approved for the Avienda development, which included entitlements for 417 units and a maximum building height of five stories. This proposal will further activate the Avienda development by offering an additional housing option tailored to both current and future residents of Chanhassen. In doing so, it supports the adjacent commercial and retail uses planned within Districts 2 and 3 of Avienda. Project Overview The project is composed of two north-south-oriented residential buildings connected via two clubhouse structures—one on the east and one on the west—creating two U-shaped forms that break down the scale of the building and enhance the variation in design. These 4-story buildings sit atop a half-exposed structured parking deck containing 492 stalls. This elevated configuration provides both privacy and visual buffering from nearby retail uses. Additional surface parking includes 143 stalls, with an additional 101 “proof-of-parking” stalls reserved for future use if needed. The project will include a mix of unit types based on market data including studio, alcove, one-bedroom, one-bedroom + den, two bedroom and three-bedroom units. Amenities The two clubhouse structures enclose the following amenities: Eastern Clubhouse (Main Entry & Resident Services):  Leasing office  Coworking spaces and coffee bar  Clubroom and entertainment spaces  East/west daylight exposure for natural lighting  Golf simulator  Movie room Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348 883 100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com Western Clubhouse:  Indoor sport court  Fitness and wellness centers  Sauna Courtyard and Outdoor Amenities:  Pool and spa  Putting greens and flex green space  Fire pits, outdoor kitchens, grill/bar stations.  Lounge and hammock areas.  Meandering trail and garden spaces  Pet amenities include internal courtyard areas and two exterior dog runs. A half-mile trail loop surrounds the site and links to public sidewalks and pedestrian pathways, providing connectivity to the broader Avienda development and public right-of-way. These internal connections offer an enhanced pedestrian experience that exceeds the original PUD expectations. Courtyard and exterior site activities will follow city noise ordinances, closing by 10 p.m., and the pool will close at dusk. Design Narrative: The design highlights a contemporary-natural aesthetic, combining light and dark material palettes. Large glass expanses bring in natural light and connect indoor and outdoor spaces. Materials—including traditional lap siding, board and batten panels, colored masonry, and wood-finish elements—balance timeless character with a modern edge. The architecture is harmonious with Avienda’s design principles while offering a unique identity for this community. Landscaping Narrative Key landscape elements include:  Streetscape tree plantings along north-south drive through the site  Foundation and parking lot plantings  Enhanced screening added landscaping along the western elevation.  Courtyard landscaping  Landscape uplighting and code-compliant site lighting. Building lighting emphasis is placed on the eastern residential elevation to support the retail corridor and avoid excess lighting near adjacent residential areas to the west. Regional Stormwater Treatment  The regional stormwater plan covering the apartment site, and the remaining development of the Avienda project assumes a 70% impervious area.  Individual lots can have more than 70% impervious as long as the whole site is 70%. The proposed Avienda Apartments will have a 72.8% impervious area. Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348 984 100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com  Landform is not concerned with the extra 2.8% as it relates to the regional stormwater calculations as disconnected impervious area can be omitted from the calcs which would include the trail system around the building (4% of the 72.8% impervious site area). Courtyard Stormwater Drainage  The courtyard storm drainage was designed to sheet drain from the rooftops of the podium towards the central courtyard through four (4) catch basins/yard drains, then convey water underneath the building through interior plumbing with capacity to handle a 100-year storm event.  The courtyard sheet drains at a slope at 2% towards center.  The lower podium has not contemplated parking underneath the stormwater pipe structure for proper headroom clearance to connect the pipe through the parking structure and then connect to the regional stormwater line.  The seller (Level 7 Development) will construct the regional stormwater system and connections to the apartment site.  The project team will be meeting with the watershed in the coming weeks to work through permitting requirements. Sustainability Features  Maximized natural daylighting and light sensors for energy efficiency.  EV-ready infrastructure: 20% of interior parking stalls wired for electric charging.  Collaboration with Xcel Energy for participation in energy-saving programs. Governmental Approvals Enclosed in this package are the following items for review:  Site Plan Application  Supplemental Plat Applications (provided by Landform separately)  Civil and Architectural Plans Prior to submitting a formal entitlement package, the developer did hear feedback from the City Council through a workshop session on March 25, 2025, which resulted in the comprehensive outdoor trail system around the building. In addition to early City Council feedback, the developer held a neighborhood meeting on March 26, 2025, 18 individuals signed into the meeting with an estimated total of thirty that attended. Overall feedback was positive for the project with the following topics as a focus:  Ensuring pedestrian connections will continue east to west through the apartment development site to ensure residents through the broader Avienda development could access the much-anticipated retail development.  There were many questions related to timing of the retail development. A representative from Level 7 Development was in attendance to answer those questions.  Residents understood completing the apartment project would create the final momentum to attract retailers to the site.  Positive feedback on the way the building looked, variation in material, and bringing the height and scale-back from previous PUD plans. Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348 1085 100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com Conclusion This proposed development represents a significant contribution to the ongoing realization of the Avienda development. It provides a thoughtfully designed, amenity-rich, and market-responsive housing option that supports the broader goals of the Chanhassen community. We appreciate your consideration and welcome any questions or feedback. Sincerely, Jacquel Hajder & Tom Shaver Inland Development Partners Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348 1186