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09-15-26 PC Agenda and Packet A.6:00 P.M. - CALL TO ORDER B.PUBLIC HEARINGS B.1 Consider a front yard setback variance to construct a deck at 6871 Nez Perce Drive B.2 Avienda Planned Unit Development (PUD) Ordinance Amendment C.GENERAL BUSINESS D.APPROVAL OF MINUTES D.1 Approve Planning Commission Meeting Minutes dated July 7, 2026 E.COMMISSION PRESENTATIONS F.ADMINISTRATIVE PRESENTATIONS G.CORRESPONDENCE DISCUSSION H.OPEN DISCUSSION I.ADJOURNMENT AGENDA CHANHASSEN PLANNING COMMISSION TUESDAY, SEPTEMBER 15, 2026 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 2 Planning Commission Item September 15, 2026 Item Consider a front yard setback variance to construct a deck at 6871 Nez Perce Drive File No.Planning Case #26-12 Item No: B.1 Agenda Section PUBLIC HEARINGS Prepared By Rachel Arsenault, Associate Planner Applicant Carole Sullivan, Homeowner Present Zoning Single Family Residential District (RSF) Land Use Residential Low Density Acerage 0.37 Acres Density N/A Applicable Regulations Chapter 20 – Article 20-XII RSF Single-Family Residential Chapter 20 – Article 20-II – Division 20-II-3 Variances SUGGESTED ACTION "The Chanhassen Planning Commission, acting as the Board of Appeals and Adjustments, approves the request for a front yard setback variance for the property located at 6871 Nez Perce Drive." SUMMARY The Applicant is requesting a variance to the required front setback to facilitate the construction of a deck on the existing lawful non-conforming home located at 6871 Nez Perce Drive. BACKGROUND This property is located in the Carver Beach neighborhood, platted in 1927. The home was constructed in 1930 according to Carver County data. Based on historical imagery, Ponderosa Drive was 3 constructed after the home; however, an exact year cannot be confirmed. This property contains a single-family home, front deck, garage and driveway. Currently, the rear of the home has a stoop leading from the house to the backyard. The house is set back 18 feet from the southeast corner to the right-of-way; the current city code minimum requirement is a 30 foot setback, but allows for an encroachment of 5 feet for open decks. This home is considered lawful nonconforming for the front setback along Ponderosa Drive. The current property owner did not own the home at the time of construction and now faces challenges when constructing a deck, a reasonable and typical request for a home. The proposed location of the deck is also the most reasonable location based on interior layout of the home. DISCUSSION RECOMMENDATION Staff recommends that the Chanhassen Planning Commission approves the requested front yard setback variance to construct the deck as demonstrated in the plan set. ATTACHMENTS Development Application Narrative Proposed Plan Staff Report Findings of Fact Affidavit of Mailing 4 5 6 7 8 9 10 PH (952) 227-1100 • ChanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Application: Variance (Planning Case #2026-12) Staff Report Date: September 9, 2026 Draed By: Rachel Arsenault, Planner II Planning Commission Review Date: September 15, 2026 60-Day Action Deadline: October 13, 2026 SUMMARY OF REQUEST: The Applicant is requesting a variance to the required front setback for the property located at 6871 Nez Perce Drive to construct a deck and associated stairs. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretion in approving or denying a variance is limited to whether the proposed project meets the standards in the zoning ordinance for a variance. The city has a moderate level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision. No.ce of this public hearing has been mailed to all property owners within 500 feet. LOCATION: 6871 Nez Perce Drive PID: 251601320 OWNER: Carole & Daniel Sullivan PRESENT ZONING: Single-Family Residential (RSF) 2040 LAND USE PLAN: Residential Low Density ACREAGE: 0.37 acres PROPOSED MOTION: “The Chanhassen Planning Commission approves the proposed front setback variance for a deck located at 6871 Nez Perce Drive.” 11 APPLICABLE REGULATIONS Chapter 20 – ArEcle 20-XII RSF Single-Family ResidenEal Chapter 20 – ArEcle 20-II – Division 20-II-3 Variances PROPOSAL/SUMMARY The Applicant is requesEng a variance to the required front setback to facilitate the construcEon of a deck on the exisEng lawful non-conforming home located at 6871 Nez Perce Drive. BACKGROUND/ EXISTING CONDITIONS This property is located in the Carver Beach neighborhood, plaGed in 1927. The home was constructed in 1930 according to Carver County data. Based on historical imagery, Ponderosa Drive was constructed aHer the home, however an exact year cannot be confirmed. This property contains a single-family home, front deck, garage, and driveway. Currently the rear of the home has a stoop leading from the house to the backyard. The house is situated 18 feet from the south-east corner to the right-of-way; the current city code minimum requirement is 30 feet but allows for an encroachment of 5 feet for open decks. This home is considered lawful nonconforming for the front setback along Ponderosa Drive. The current property owner did not own the home at the Eme of construcEon and now faces challenges when construcEng a deck, a reasonable and typical request for a home. PROPOSED ADDITION The property owner is proposing a 12-foot by 16-foot deck on the rear of the home, with stairs down to the backyard on the north side of the deck. Based on the angle of the home to the right-of-way the deck would be roughly 17 feet from the property line. City code requires that lawful nonconformiEes shall not be expanded. This would require the deck to be built meeEng today’s code, 25 feet of setback from the property line on Ponderosa Drive. Single-Family Residential RSF Requirements Existing Proposed Nez Perce Drive Setback 30 feet min (5-foot deck encroachment allowed) 32 feet NA Ponderosa Drive Setback 30 feet min (5-foot deck encroachment allowed) 18 feet 17 feet Side Yard Setback 10 feet min 31 feet NA 12 ** This is an approximate site plan for the property, not an official survey. The property owner and contractor are responsible for ensuring the on-site condiEons match the measurements of the variance approved by Planning Commission. ANALYSIS VARIANCE CONDITIONS Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the Comprehensive Plan. Finding: The variance is in harmony with the general purposes and intent of the chapter, as well as the comprehensive plan. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties" as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Finding: The requested variance has practical difficulty in complying with the zoning ordinance due to the position of the home on the property not caused by the current 13 property owner. The property owner is proposing a reasonable use of the property that requires a variance for construction. c. That the purpose of the variation is not based upon economic considerations alone. Finding: The variation is not based on economic considerations alone. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The plight of the landowner is due to the unique placement of the home on the property, not created by the landowner. e. The variance, if granted, will not alter the essential character of the locality. Finding: The variance, if granted, would not alter the essential character of the locality as this is a reasonable size deck on the back of an existing home. f. Variances shall be granted for earth-sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Finding: The proposed is not an earth-sheltered construction and therefore not applicable. STAFF RECOMMENDATION Staff recommends that the Chanhassen Planning Commission approves the requested front- yard setback variance to construct the deck as demonstrated in the plan set. CONDITIONS 1. A building permit must be obtained before beginning any construction. 2. 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. 3. The plans must significantly conform to the plan set submitted with the variance application on 08/17/2026. The homeowner is responsible for ensuring the measurements on-site conform to those requested in this variance request. 14 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION IN RE: Application of Carole Sullivan for a front setback variance on a property zoned Single Family Residential District (RSF) – Planning Case 2026-12. On September 15th, the Chanhassen Planning Commission, acting as the Board of Appeals and Adjustments, met at its regularly scheduled meeting to consider the application. The Planning Commission conducted a public hearing on the proposed variance preceded by published and mailed notice. The Board of Appeals and Adjustments makes the following: FINDINGS OF FACT 1. The property is currently zoned Single Family Residential District (RSF). 2. The property is guided in the Chanhassen Comprehensive Plan for Residential Low Density. 3. The property legal description as described in Exhibit A. 4. Variance Findings – Section 20-58 of the City Code provides the following criteria for the granting of a variance: a. Variances shall only be permitted when they are in harmony with the general purposes and intent of this Chapter and when the variances are consistent with the Comprehensive Plan. Finding: The variance is in harmony with the general purposes and intent of the chapter, as well as the comprehensive plan. b. When there are practical difficulties in complying with the zoning ordinance. "Practical difficulties" as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by this Chapter. Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy systems. Finding: The requested variance has practical difficulty in complying with the zoning ordinance due to the position of the home on the property not caused by the current property owner. The property owner is proposing a reasonable use of the property that requires a variance for construction. 15 c. That the purpose of the variation is not based upon economic considerations alone. Finding: The variation is not based on economic considerations alone. d. The plight of the landowner is due to circumstances unique to the property not created by the landowner. Finding: The plight of the landowner is due to the unique placement of the home on the property, not created by the landowner. e. The variance, if granted, will not alter the essential character of the locality. Finding: The variance, if granted, would not alter the essential character of the locality as this is a reasonable size deck on the back of an existing home. f. Variances shall be granted for earth-sheltered construction as defined in Minnesota Statutes Section 216C.06, subdivision 14, when in harmony with this Chapter. Finding: The proposed is not an earth-sheltered construction and therefore not applicable. 5. The planning report #2026-12 dated September 9, 2026, prepared by Rachel Arsenault is incorporated herein. DECISION The Planning Commission approves the requested variance for a front yard setback subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 15th day of September 2026. CHANHASSEN PLANNING COMMISSION BY: Its Chairman 16 Exhibit A Lots 1855-1859 and lots 1874-1877 Carver-Beach, according to the recorded plat thereof, Carver County, Minnesota. 17 CITY OF CHANHASSEN AFFIDA\/IT OF MAILING NOTICE STATE OF MINNESOTA) )ss COUNTYOFCARVER ) l. Jenny Potter, being first duly swom, on oath deposes that she is and was on September 3,2026, the duly qualified and acting City Clerk of the City ofChanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice Consider a request for a front setback variance to allow the construction of a deck with stairs. Applicant: Carole Sullivan to the persons named on attached Exhibit "A", by mailing the notice on a postcard addressed to such owner, and depositing the postcards addressed to all such orvners in the United States mail with postage fully prepaid thereonl that the names and addresses ofsuch owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Jennv P , City Clerk Subscribed and swom to before me this I day ofSc".,V*hel / 4,t/a/nr-^-- )i ,2026.AMY K. WEIDMAN Notary Publlc-Minnssota My Cdmb.lon ErPio. J.n ll, zO27 Notary Public -\ilr,k- 18 NOTICE OF PUBLIC HEARING CHANHASSEN PLANNING COMMISSION MEETING NOTICE OF PUBLIC HEARING CHANHASSEN PLANNING COMMISSION MEETING Date & Time: Tuesday, September 15, 2026 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 a request for a front setback variance to allow the construction of a deck with stairs. Applicant: Carole Sullivan Property Location: 6871 Nez Perce Drive 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, September 15, 2026 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 a request for a front setback variance to allow the construction of a deck with stairs. Applicant: Carole Sullivan Property Location: 6871 Nez Perce Drive 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 19 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 Parcel Subject Parcel 20 Tax name Tax add l1 Tax add l2 6829 YUMA LLC 4917 VINE HILL RD EXCELSIOR MN 55331 ALLISON ALSTRIN 820 IMPERIAL DR CHANHASSEN MN 55317 AMANDA BERGSTROM 6780 YUMA DR CHANHASSEN MN 55317 AMBER BICKEL 895 CARVER BEACH RD CHANHASSEN MN 55317 AMBJOR R BROWN 6800 RINGO DR CHANHASSEN MN 55317 AUX FUNDING LLC 880 NORTHWOOD BLVD STE 3T INCLINE VILLAGE NV 89451 BENJAMIN RICHARD CHRISTOFFERSON 6941 NEZ PERCE DR CHANHASSEN MN 55317 BRENDA K BJORLIN TRUST 824 LONE EAGLE DR CHANHASSEN MN 55317 BRIAN S THOMPSON 6899 YUMA DR CHANHASSEN MN 55317 BRUCE & CHARLENE BURRINGTON 6869 YUMA DR CHANHASSEN MN 55317 BRUCE D KOEHNEN 5810 DIVISION ST EXCELSIOR MN 55331 BRYAN & CAROL MCGOVERN 900 PENAMINT CT CHANHASSEN MN 55317 CHANHASSEN CITY PO BOX 147 CHANHASSEN MN 55317 CHARLES R L WORSFOLD PO BOX 267 DUNDAS MN 55019 CITYLINE HOMES INC 3111 OLD COUNTY ROAD 15 WAYZATA MN 55391 DALE J SANDERS 795 PONDEROSA DR CHANHASSEN MN 55317 DANIEL SULLIVAN 6871 NEZ PERCE DR CHANHASSEN MN 55317 DAVID R & ANN L MARSH 890 NEZ PERCE CT CHANHASSEN MN 55317 DAWN ARTHUR 855 LONE EAGLE DR CHANHASSEN MN 55317 ERIK JOHN DILORENZO 780 WOODHILL DR CHANHASSEN MN 55317 ERIK R OVERLID 921 CARVER BEACH RD CHANHASSEN MN 55317 ERIN KATHLEEN REESE 805 PONDEROSA DR CHANHASSEN MN 55317 FRANKLIN & VICTORIA ERNST JT REV LIV TR 840 CREE DR CHANHASSEN MN 55317 GARY S & CYNTHEA J COWLES 900 NEZ PERCE CT CHANHASSEN MN 55317 GREGORY N MARGARET HARDIMAN BITTLE 6879 YUMA DR CHANHASSEN MN 55317 JACK PETER LENSEGRAV 845 PONDEROSA DR CHANHASSEN MN 55317 JAMES GRAINGER 6859 YUMA DR CHANHASSEN MN 55317 JAMES J & AMY L DEBLOCK 902 PENAMINT CT CHANHASSEN MN 55317 JANICE H TAYLOR 6890 NEZ PERCE DR CHANHASSEN MN 55317 JOAN MARLA CRONSON 801 CREE DR CHANHASSEN MN 55317 JOHN STUTZMAN 6901 YUMA DR CHANHASSEN MN 55317 JOSEPH ALVAREZ PO BOX 263 CHANHASSEN MN 55317 21 KAREN A WRIGHT 6911 YUMA DR CHANHASSEN MN 55317 KATHRYN PETRICK 901 PENAMINT CT CHANHASSEN MN 55317 KENNETH JEROME AND ANTOINETTE M LUCAS 6735 NEZ PERCE DR CHANHASSEN MN 55317 KEVIN C & SHELBY A MANION 825 LONE EAGLE DR CHANHASSEN MN 55317 KIMBERLEY MURPHY-WARNER AND JOHN WARNER 6870 NEZ PERCE DR CHANHASSEN MN 55317 KIMBERLY DAWN CAVE 834 LONE EAGLE DR CHANHASSEN MN 55317 KIRSTEN A PAULY REV TRUST 751 CARVER BEACH RD CHANHASSEN MN 55317 LEE & DEBORAH PILLATZKI JT REV LIV TR 830 PONDEROSA DR CHANHASSEN MN 55317 LUIS YANEZ 6800 YUMA DR CHANHASSEN MN 55317 LUKE SELBY 6853 NEZ PERCE DR CHANHASSEN MN 55317 LYNNE M DANA REVOCABLE TRUST 9740 COUNTY ROAD 43 CHASKA MN 55318 MARK A & JULIE C QUINER 6889 YUMA DR CHANHASSEN MN 55317 MARK A STEINE 6865 NEZ PERCE DR CHANHASSEN MN 55317 MARTIN P & AMY E JENSEN 770 CREE DR CHANHASSEN MN 55317 MICHAEL CRANBROOK 911 PENAMINT CT CHANHASSEN MN 55317 MICHAEL FERRIER 870 NEZ PERCE CT CHANHASSEN MN 55317 MICHAEL FRANCIS 3662 118TH ST SE WATERTOWN MN 55388 MICHAEL J & ELIZABETH M KOHANE 6870 YUMA DR CHANHASSEN MN 55317 MICHELLE BETHKE-KALIHER 11255 FREEBORN PT KENSINGTON MN 56434 NANCY C THURS KENNEDY 761 PONDEROSA DR CHANHASSEN MN 55317 NICHOLAS BIRD SR 6880 NEZ PERCE DR CHANHASSEN MN 55317 NICHOLAS M JOHNSON 920 PENAMINT CT CHANHASSEN MN 55317 NOREEN R HOFT 832 WOOD HILL DR CHANHASSEN MN 55317 ROBERT C MACFARLANE 6850 YUMA DR CHANHASSEN MN 55317 ROBERT JOHN MOORE 6839 YUMA DR CHANHASSEN MN 55317 SAMUEL R GILK 910 PENAMINT CT CHANHASSEN MN 55317 SARA DE KAM 795 CARVER BEACH RD CHANHASSEN MN 55317 TERRANCE & ELIZABETH MATTESON 833 CREE DR CHANHASSEN MN 55317 THE KLAYSMAT REVOCABLE LIVING TRUST 800 WOOD HILL DR CHANHASSEN MN 55317 THOMAS OPITZ PO BOX 872 CHANHASSEN MN 55317 TIMOTHY J MCPHERSON 810 PONDEROSA DR CHANHASSEN MN 55317 TYLER GROVE 6890 YUMA DR CHANHASSEN MN 55317 WYATT CRANE 760 PONDEROSA DR CHANHASSEN MN 55317 22 Planning Commission Item September 15, 2026 Item Avienda Planned Unit Development (PUD) Ordinance Amendment File No.26-13 Item No: B.2 Agenda Section PUBLIC HEARINGS Prepared By Eric Maass, Community Development Director Applicant Hempel Real Estate Holdings, LLC Present Zoning Planned Unit Development District (PUD) Land Use Commercial Acerage Density Applicable Regulations Chapter 20, Article 20-VIII Planned Unit Development District Ordinance No. 696 SUGGESTED ACTION "Motion to adopt the attached findings of fact and recommendation for approval of the proposed Avienda Planned Unit Development Ordinance with conditions as outlined in the staff report and stated by the Planning Commission." SUMMARY The Applicant has submitted a request to amend the Avienda Planned Unit Development (PUD) ordinance. Specifically, the Applicant has outlined eleven (11) amendment requests, which have been reviewed by city staff. Those requested amendments include the following: 1. Fuel Island within District 1 23 2. Stormwater pond expansion 3. Definition of “Entertainment” and removal of “Car Wash” as a permitted use 4. Sporting Goods & Entertainment Store Size 5. District 1 Use Amendment 6. District 1 and 2 Amendment for Housing 7. District 1 and 2 Signage 8. District 3 Signage 9. District 1 Setbacks 10. Buffer and Landscape Standards 11. Shared Parking BACKGROUND August 20, 2026: The Avienda development team recently hosted a public meeting at Chanhassen City Hall, where it shared an updated site plan and announced a grocery anchor for the development. You can download and view a copy of their presentation on the Avienda development page of our website (linked at the bottom of this section). Coborn's Market & Table is planned for Avienda, bringing the company’s newer grocery concept to Chanhassen. Coborn’s currently operates a Market & Table location in Plymouth. August 13, 2026: The Developer hosted an open house on August 13 for anyone interested in the Avienda development plans. The open house was held at City Hall. July 8, 2026: The City Council held a visioning session that included updated Avienda plans since the June 22, meeting with general discussion only and no formal action. The City Council expressed appreciation for updates made by the developer since the June 22 meeting, and that while the plan was headed in the right direction, additional refinement was necessary. June 22, 2026: The City Council reviewed an updated sketch plan and anticipated PUD amendment requests at their work session. The City Council expressed concerns with the updated sketch plan, and both the developer and City Council agreed that a "visioning session" would be beneficial to move the project forward. March 30, 2026: The City Council reviewed a revised sketch plan for Avienda’s retail area, which featured a more traditional layout anchored by a grocery store and organized around a central gathering space with retail, dining and service uses. Discussion focused on stormwater challenges, design feasibility and site layout questions, with the developer planning to submit a formal application in early April. For further information on the Avienda development, including the presentation from the August 20 open house, please visit the Avienda development page. DISCUSSION RECOMMENDATION Staff recommends approval of the attached findings of fact and recommendation. ATTACHMENTS 24 Avienda Architectural Site Plan and Renderings Avienda Engineering Site Plan Avienda PUD Amendment - Staff Report Planning Case 26-13 Avienda PUD Ordinance 2026 Findings of fact & recommendation Affidavit of Mailing Avienda Project Comment 25 WB-67AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved.WB-67AASHTO 2001 (US)(c) 2026 Transoft Solutions, Inc. All rights reserved. WB-67AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. B B FUTURE BUILDING ADDITION 19 20 23 95 98 20 29 21 22 36 47 50 21 SOUTH PARKING (20 STALLS) NORTH PARKING (381 STALLS) NORTHEAST PARKING (100 STALLS)GCTT T TGC GDB C POND 40P: BOTTOM = 867.60 NWL = 875.60 WQL = 877.99 10 YEAR HWL = 880.59 100 YEAR HWL =883.22 SNOWMELT HWL = 878.28 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL PROOF OF PARKING AREA - 12 SPACESHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 313 HIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 BLUFF CREEK OVERLAY DISTRICT PRIMARY BOUNDARY BLUFF CREEK OVERLAY DISTRICT SECONDARY BOUNDARYTHE PRESERVE ATOUTLOT A 10 11 12 WETLAND 3 WETLAND 4 BASIN 46P BASIN 31P WEST-SOUTH PONDUNDERGROUNDBASIN 25PBASIN 47P POND 13P OUTLOT B BLUFF CREEK BLVD.BLUFF CREEK BLVD.SUNSET TRAILMILLS DRIVE MILLS LANE NWAVIENDA LANE S. LYMAN BLVD.POWERS BLVD.AVIENDA PARKWAYAVIEN DA LA NE (PRIVATE) AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)AVIENDA WAY (PRIVATE)APARTMENTS PROPOSED BUILDING FFE = 924.95 GFE = 924.53 PROPOSED BUILDING FFE = 925.60 GFE = 925.18 PROPOSED BUILDING FFE = 926.20 GFE = 925.78 PROPOSED BUILDING FFE = 926.50 GFE = 926.08 PROPOSED BUILDING FFE = 925.75 GFE = 925.33 PROPOSED BUILDING FFE = 925.20 GFE = 924.78 PROPOSED BUILDING FFE = 923.95 GFE = 923.53 PROPOSED BUILDING FFE = 924.40 GFE = 923.98 PROPOSED BUILDING FFE = 925.35 GFE = 924.93 PROPOSED BUILDING FFE = 925.70 GFE = 925.28 PROPOSED BUILDING FFE = 925.15 GFE = 924.73 PROPOSED BUILDING FFE = 926.40 GFE = 925.98 PROPOSED BUILDING FFE = 926.15 GFE = 925.73 PROPOSED BUILDING FFE = 925.00 GFE = 924.58 16" DIPGF=927.8 928.1 (FFE) SOG 927.6 GF=928.8 929.1 (FFE) SOG 928.6 GF=930.8 931.1 (FFE) SOG 930.6 GF=927.3 919.8 FBWO 919.3 GF=926.8 919.3 FBWO 918.8 GF=924.7 917.2 FBWO 916.7 GF=923.1 915.6 FBWO 915.1 GF=922.0 914.5 FBWO 914.0 GF=915.4907.4FBWO906.9 GF=916.5908.5FBWO 908.0 GF=917.5 909.5 FBWO 909.0 GF=918.4 910.4 FBWO 909.9 GF=919.8 911.8 FBWO 911.3 GF=921.5 913.5 FBWO 913.0 GF=922.5914.5FBWO 914.0 GF=923.5915.5FBLO 918.5GF=930.8923.3FBWO922.8GF=933.1925.6FBWO925.1GF=934.5927.0FBWO926.5GF=935.7930.2FBWO927.7GF=935.3927.8FBWO927.3GF=936.3928.8FBWO928.3GF=936.4928.9FBWO928.4GF=936.4928.9FBWO928.4GF=935.5928.0FBWO927.5GF=934.7927.2FBWO926.7GF=931.8931.2(FFE)SOG931.6GF=933.8926.3FBWO925.8GF=932.5932.8(FFE)SOG932.3GF=933.7934.0(FFE)SOG933.5GF=934.5934.8(FFE)SOG934.3GF=936.3936.6(FFE)SOG936.1GF=936.4936.7(FFE)SOG936.2GF=936.1936.4(FFE)SOG935.9GF=935.5936.8(FFE)SOG935.3GF=934.8935.1(FFE)SOG934.6GF=933.9934.2(FFE)SOG933.7GF=932.2924.9FBLO924.4GF=929.8922.3FBWO921.8100-YR HWL = 890.80 BTM = 887.17 100-RY HWL = 916.67 BTM = 908.00 100-RY HWL = 925.53 BTM = 924.00 100-YR HWL = 884.72 BTM = 884.00100-YR HWL =909.23100-YR HWL =917.19 BTM = 914.00 30' BUILDING SETBACK30' BUILDING SETBACK 20' PARKING SETBACK10' PARKING SETBACK10' PARKING SETBACK 30' BUILDING SETBACKOUTLOT B 1 2 3 4 5 6 7 8 9 10 11 321 5 4 3 2 1 1 2 3 4 5 6 7 1 2 3 4 5 1 2 3 4 5 6 7 8 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 1 BLOCK 2 BLOCK 6 OUTLOT C OUTLOTCOUTLOT F OUTLOT E O U T L O T D OUTLOT B O U T L O T A OUTLOT A K-715VILLAGERBATHC A S T I R O N - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO. COMBO.COOKTOP9'-1 1/8" CEILINGGAS UP 18 R 2-9 1/2" L.V.L. D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.MELEVATORL.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.REFRIG. COOKTOP GAS KITCHEN9'-1 1/8" CEILINGUP 18 RD.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.GUEST SUITE9'-1 1/8" CEILINGSQ.STACKEDW/DOVEN /MICRO.COMBO.MF.G. TUB W/TILE WALLSSQ.M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG. OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILINGGASUP 18 RELEVATORL.S.L. STUDS @ 12" O.C.2-9 1/2" L.V.L. ACCESS PANEL D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRICSERVICEGAS SERVICE M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO. COMBO.COOKTOP9'-1 1/8" CEILINGGAS UP 18 R ELEVATORL.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANELD.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRICSERVICEGAS SERVICE K-715VILLAGERBATHC A S T I R O N - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO. COMBO.COOKTOP9'-1 1/8" CEILINGGASUP 18 R2-9 1/2" L.V.L.D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.MELEVATORL.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.REFRIG.COOKTOPGAS KITCHEN9'-1 1/8" CEILINGUP 18 RD.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.GUEST SUITE9'-1 1/8" CEILINGSQ.STACKEDW/DOVEN /MICRO.COMBO.MF.G. TUB W/TILE WALLSSQ.M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO. COMBO.COOKTOP9'-1 1/8" CEILINGGASUP 18 RELEVATORL.S.L. STUDS @ 12" O.C.2-9 1/2" L.V.L. ACCESS PANEL D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRICSERVICEGAS SERVICEM- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO. COMBO.COOKTOP9'-1 1/8" CEILINGGASUP 18 RELEVATORL.S.L. STUDS @ 12" O.C.2-9 1/2" L.V.L. ACCESS PANELD.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRICSERVICEGAS SERVICEK-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILI NG (FI RETAPE ONLY)- 2X6 EXTERIO R STUD FRAMI NG- GARAGE PLATE HEIGHT TO BE LEVEL WIT H MAIN LEVEL PLATE.- R21 FIB ERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILI NGGASUP 18 R2-9 1/2" L.V.L.D.W.DIN ING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILI NG9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.MELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL- 1/2" GYPSUM @ ALL WALLS (FI RETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILI NG (FIRETAPE ONLY)- 2X6 EXTERIO R STUD FRAMING- GARAGE PLATE HEIG HT TO BE LEVEL WITH MAI N LEVEL PLATE. - R21 FIBERGLASS I NSULATI ON-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASI NGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.REFRIG.COOKTOPGAS KITCHEN9'-1 1/8" CEILI NGUP 18 RD.W.DIN ING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.GUEST SUITE9'-1 1/8" CEILI NGSQ.STACKEDW/DOVEN /MICRO.COMBO.MF.G. TUB W/TILE WALLSSQ.M- 1/2" GYPSUM @ ALL WALLS (FI RETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILI NG (FIRETAPE ONLY)- 2X6 EXTERIO R STUD FRAMING- GARAGE PLATE HEIG HT TO BE LEVEL WITH MAI N LEVEL PLATE. - R21 FIBERGLASS I NSULATI ON-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASI NGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILI NGGASUP 18 RELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFIC E9'-1 1/8" CEILING9'-1 1/8" CEILI NG9'-1 1/8" CEILI NGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRI CSERVICEGAS SERVICEM- 1/2" GYPSUM @ ALL WALLS (FI RETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIG HT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS I NSULATI ON-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILINGGASUP 18 RELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILI NGOFFIC E9'-1 1/8" CEILING9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRI CSERVICEGAS SERVICEK-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIO R STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS IN SULATIO N-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASIN GGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KIT CHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILIN GGASUP 18 R2-9 1/2" L.V.L.D.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFIC E9'-1 1/8" CEILING9'-1 1/8" CEILIN G9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.MELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIO R STUD FRAMING- GARAGE PLATE HEIG HT TO BE LEVEL WIT H MAIN LEVEL PLATE.- R21 FIB ERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASIN GGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.REFRIG.COOKTOPGAS KITCHEN9'-1 1/8" CEILIN GUP 18 RD.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILING9'-1 1/8" CEILIN G9'-1 1/8" CEILIN GPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.GUEST SUITE9'-1 1/8" CEILINGSQ.STACKEDW/DOVEN /MICRO.COMBO.MF.G. TUB W/TIL E WALLSSQ.M- 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY)- 2X6 EXTERIOR STUD FRAMIN G- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIB ERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASIN GGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILINGGASUP 18 RELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DIN ING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFIC E9'-1 1/8" CEILIN G9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRICSERVICEGAS SERVICEM- 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY)- 2X6 EXTERIOR STUD FRAMIN G- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS IN SULATIO N-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASIN GGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KIT CHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILIN GGASUP 18 RELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILIN G9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRICSERVIC EGAS SERVICEK-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALL S (FI RETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY)- 2 X6 EXTERIO R STUD FRAMIN G- GARAGE PLATE HEIG HT TO BE LE VEL WIT H MAI N LEVEL PLATE. - R21 FIB ERGLASS IN SULATIO N-ALL WALLS- DROP GARAGE FLO OR 2" FROM HOUSE FLOOR- 1X8 BASE / WIN DOW CASI NGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14 " L.V.L.-HDR.KIT CHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILIN GGASUP 18 R2-9 1/2" L.V.L.D.W.DIN ING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN GOFFIC E9'-1 1/8" CEILI NG9'-1 1/8" CEILIN G9'-1 1/8" CEILI NGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG. 24 " FLOOR TRUSSESABOVE @ 24" O.C.MELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL- 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY )- 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY)- 2 X6 EXTERIO R STUD FRAMIN G- GARAGE PL ATE HEIG HT TO BE LEVEL WIT H MAI N LEVEL PLATE. - R21 FIB ERGLASS IN SULATIO N-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLO OR- 1X8 BASE / WIN DOW CASI NGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14 " L.V.L.-HDR.REFRIG.COOKTOPGA SKITCHEN9'-1 1/8" CEILIN GUP 18 RD.W.DIN ING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN G9'-1 1/8" CEILIN G9'-1 1/8" CEILIN GPOWDERBATH9'-1 1/8" CLG. 24 " FLOOR TRUSSESABOVE @ 24" O.C.GUEST SUIT E9'-1 1/8" CEILI NGSQ.STACKEDW/DOVEN /MICRO.COMBO.MF.G. TUB W/TIL E WALL SSQ.M- 1/2" GYPSUM @ ALL WALL S (FI RETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILI NG (FI RETAPE ONLY)- 2 X6 EXTERIO R STUD FRAMIN G- GARAGE PLATE HEIG HT TO BE LE VEL WIT H MAIN LE VEL PL ATE.- R21 FIB ERGLA SS I NSUL ATI ON-ALL WALLS- DROP GARAGE FLO OR 2" FROM HOUSE FLOOR- 1 X8 BASE / WI NDOW CASIN GGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILI NGGAS UP 18 RELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILI NGOFFIC E9'-1 1/8" CEILIN G9'-1 1/8" CEILIN G9'-1 1/8" CEILI NGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FL OOR TRUSSESABOVE @ 24" O.C.ELE CTRICSERVICE GAS SERVICEM- 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY )- 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY)- 2 X6 EXTERIO R STUD FRAMIN G- GARAGE PLATE HEIG HT TO BE LE VEL WIT H MAI N LEVEL PLATE. - R21 FIB ERGLASS IN SULATIO N-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLO OR- 1 X8 BASE / WI NDOW CASIN GGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14 " L.V.L.-HDR.KIT CHENREFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILIN GGASUP 18 RELE VATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DIN ING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN GOFFIC E9'-1 1/8" CEILI NG9'-1 1/8" CEILI NG9'-1 1/8" CEILI NGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG. 24 " FLOOR TRUSSESABOVE @ 24" O.C.ELECTRI CSERVIC EGAS SERVICEK-715VILLAGERBATHCAST IRON - 1/2" GYPS UM @ ALL WALLS (FI RETA PE ONLY) - 5/8" F.C. GYP SUM @ CEILIN G (FIR ETAPE ONLY) - 2X6 EXTE RIO R ST UD FR AMI NG- GARA GE PLATE HEIG HT TO BE LEVE L WIT H MAI N LEVE L PL ATE. - R21 FIBER GLASS I NSUL ATI ON-ALL WALLS- DROP GA RA GE FLO OR 2" FROM HOUSE FLOOR- 1X8 BAS E / WI NDOW CASIN GGARAGE16'-0" X 7'-0" OVERHEA D GA RAG E DOOR2-14" L.V.L.-HDR.KIT CHENREFRIG.OVEN/MICRO.COMBO.COOK TOP9'-1 1/8" CEILIN GGASUP 18 R2-9 1/2" L.V.L.D.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN GOFFIC E9'-1 1/8" CEILIN G9'-1 1/8" CEILIN G9'-1 1/8" CEILI NGPAN TRY S Q.SQ.BUFFET POWDERBATH9'-1 1/8" CLG.24" FL OOR T RUSS ESABOVE @ 24" O.C. M ELEVAT ORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL- 1/2" GYP SUM @ ALL WALLS (FI RETA PE ONLY) - 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY) - 2X6 EXTE RIO R STUD FRAMIN G- GA RAGE PLATE HEIG HT TO BE LEVE L WIT H MAI N LEVEL PLATE. - R21 FIB ERGLASS I NSUL ATI ON-ALL WALLS- DROP GA RAG E FLOOR 2" FR OM HOUSE FLO OR- 1X8 BAS E / WIN DOW C ASI NGGARAGE16'-0" X 7'-0" OVER HEAD GARAGE DOOR2-14" L.V.L.-HDR.REFRIG.COOKTOPGAS KIT CHEN9'-1 1/8" CEILI NGUP 18 RD.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN G9'-1 1/8" CEILI NG9'-1 1/8" CEILIN GPOWDERBATH9'-1 1/8" CLG.24" FL OOR T RUSS ES ABO VE @ 24" O.C.GUEST SUI TE9'-1 1/8" CEILIN GS Q.STAC KEDW/DOVEN /MICRO.COMBO.MF.G. T UB W/ TILE WALL SS Q. M - 1/2" GYP SUM @ ALL WALLS (FI RETA PE ONLY) - 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY) - 2X6 EXTE RIO R STUD FRAMIN G- GA RAGE PLATE HEIG HT TO BE LEVE L WIT H MAI N LEVEL PLATE. - R21 FIB ERGLASS I NSUL ATI ON-ALL WALLS- DROP GA RAG E FLOOR 2" FR OM HOUSE FLO OR- 1X8 BAS E / WIN DOW C ASI NGGARAGE16'-0" X 7'-0" OVER HEAD GARAGE DOOR2-14" L.V.L.-HDR.KIT CHENREFRIG.OVEN/MICRO.COMBO.COOK TOP 9'-1 1/8" CEILI NGGASUP 18 RELEVAT ORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILI NGOFFIC E9'-1 1/8" CEILI NG9'-1 1/8" CEILIN G9'-1 1/8" CEILIN GPAN TRY S Q.SQ. B UFFET POWDERBATH9'-1 1/8" CLG. 24" FL OOR TRUSSESABOVE @ 24" O.C.ELEC TRI CSERVI CEGAS SERVICEM- 1/2" GYPS UM @ ALL WALLS (FI RETA PE ONLY) - 5/8" F.C. GYP SUM @ CEILIN G (FIR ETAPE ONLY) - 2X6 EXTE RIO R ST UD FR AMI NG- GARA GE PLATE HEIG HT TO BE LEVE L WIT H MAI N LEVE L PL ATE. - R21 FIB ERGLAS S INS ULATIO N-ALL WAL LS - DROP GA RA GE FLO OR 2" FROM HOUSE FLOOR- 1X8 BAS E / WI NDOW CASIN GGARAGE16'-0" X 7'-0" OVER HEAD GARAGE DOOR2-14" L.V.L.-HDR.KIT CHENREFRIG.OVEN/MICRO.COMBO.COOK TOP9'-1 1/8" CEILIN GGASUP 18 RELEVAT ORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN GOFFIC E9'-1 1/8" CEILI NG9'-1 1/8" CEILIN G9'-1 1/8" CEILI NGPAN TRY SQ. S Q.BUFFET POWDERBATH9'-1 1/8" CLG.24" FL OOR T RUSS ESABOVE @ 24" O.C. ELE CT RICSERVICE GAS SERVICEK-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRI G.OVEN/MICRO.COMBO.COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R2-9 1/2" L.V.L. D.W. DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSESABOVE @ 24" O.C. M ELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.REFRI G.COOKTOPGAS KITCHEN9'-1 1/8" CEILING UP 18 RD.W.DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSESABOVE @ 24" O.C. GUEST SUITE9'-1 1/8" CEILING SQ. STACKEDW/D OVEN /MIC RO.COMBO.M F.G. TUB W/TILE WALLS SQ. M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHENREFRIG.OVEN/MICRO.COMBO.COOKTOP 9'-1 1/8" CEILINGGAS UP 18 RELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W. DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSESABOVE @ 24" O.C. ELECTRICSERVICE GAS SERVICEM - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO.COOKTOP 9'-1 1/8" CEILINGGAS UP 18 RELEVATOR L.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W. DINING AREA GREAT ROOM MUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRY SQ. SQ. BUFFET POWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSESABOVE @ 24" O.C. ELECTRICSERVICEGAS SERVIC EK-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHENREFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R 2-9 1/2" L.V.L.D.W.DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.MELEVATOR L.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.REFRIG.COOKTOP GASKITCHEN9'-1 1/8" CEILING UP 18 R D.W.DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING9'-1 1/8" CEILING POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILING SQ.STACKED W/DOVEN /MICRO.COMBO.MF.G. TUB W/TILE W ALLS SQ.M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO.COMBO.COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W.DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRY SQ.SQ.BUFFET POWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.ELECTRIC SERVICEGAS SERVICE M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR. KITCHEN REFRIG. OVEN/MICRO. COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W.DINING AREAGREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C.ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILINGGAS UP 18 R2-9 1/2" L.V.L.D.W.DINING AREA GREAT ROOMMUDROOM 9'-1 1/8" CEILINGOFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.MELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.REFRIG.COOKTOP GAS KITCHEN 9'-1 1/8" CEILING UP 18 R D.W. DINING AREAGREAT ROOMMUDROOM 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILINGPOWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.GUEST SUITE9'-1 1/8" CEILINGSQ. STACKED W/DOVEN /MICRO.COMBO.MF.G. TUB W/TILE WALLS SQ.M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHEN REFRIG. OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILING GAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W.DINING AREA GREAT ROOMMUDROOM 9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING9'-1 1/8" CEILINGPANTRY SQ.SQ.BUFFETPOWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICEGAS SERVICE M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASING GARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 RELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRYSQ.SQ.BUFFET POWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C. ELECTRIC SERVICEGAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R 2-9 1/2" L.V.L.D.W.DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRYSQ. SQ. BUFFETPOWDERBATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C.M ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.REFRIG.COOKTOP GASKITCHEN 9'-1 1/8" CEILING UP 18 R D.W.DINING AREA GREAT ROOMMUDROOM9'-1 1/8" CEILING 9'-1 1/8" CEILING9'-1 1/8" CEILING POWDER BATH9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.GUEST SUITE 9'-1 1/8" CEILING SQ. STACKED W/DOVEN /MICRO.COMBO. M F.G. TUB W/TILE WALLS SQ.M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 RELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W. DINING AREA GREAT ROOM MUDROOM 9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILINGPANTRY SQ. SQ.BUFFETPOWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.ELECTRIC SERVICEGAS SERVICE M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO.COOKTOP 9'-1 1/8" CEILINGGAS UP 18 RELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILING PANTRYSQ.SQ.BUFFETPOWDER BATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.ELECTRIC SERVICE GAS SERVICE K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR. KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R 2-9 1/2" L.V.L. D.W.DINING AREA GREAT ROOMMUDROOM9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILINGPANTRYSQ.SQ. BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.MELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.REFRIG. COOKTOP GASKITCHEN9'-1 1/8" CEILING UP 18 R D.W.DINING AREA GREAT ROOMMUDROOM9'-1 1/8" CEILING 9'-1 1/8" CEILING9'-1 1/8" CEILING POWDERBATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.GUEST SUITE 9'-1 1/8" CEILING SQ.STACKEDW/D OVEN /MICRO.COMBO.MF.G. TUB W/TILE WALLS SQ.M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY) - 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO.COOKTOP 9'-1 1/8" CEILING GAS UP 18 RELEVATORL.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W.DINING AREA GREAT ROOMMUDROOM9'-1 1/8" CEILING OFFICE 9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILINGPANTRY SQ. SQ. BUFFET POWDER BATH 9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C.ELECTRICSERVICEGAS SERVICE M- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASING GARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO. COOKTOP 9'-1 1/8" CEILINGGAS UP 18 R ELEVATOR L.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W.DINING AREA GREAT ROOMMUDROOM9'-1 1/8" CEILING OFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILINGPANTRYSQ. SQ. BUFFETPOWDERBATH 9'-1 1/8" CLG.24" FLOOR TRUSSES ABOVE @ 24" O.C.ELECTRICSERVICEGAS SERVICE 3'-6 1/2"11 3/16"2'-1 15/16"6 13/16"5 3/8"4'-3 13/16"10 13/16"5 3/8"1'-5 1/4"1'-11 3/4"2'-1 15/16"16 9/16" K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIO R STUD FRAMING- GARAGE PLATE HEIG HT TO BE LEVEL WIT H MAIN LEVEL PLATE.- R21 FIBERGLASS IN SULATI ON-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WIN DOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG. OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILINGGAS UP 18 R 2-9 1/2" L.V.L.D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN GOFFICE9'-1 1/8" CEILIN G9'-1 1/8" CEILIN G9'-1 1/8" CEILIN GPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.MELEVATORL.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIO R STUD FRAMING- GARAGE PLATE HEIG HT TO BE LEVEL WIT H MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WIN DOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR. REFRIG.COOKTOP GAS KITCHEN9'-1 1/8" CEILIN GUP 18 R D.W.DINI NG AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN G9'-1 1/8" CEILING9'-1 1/8" CEILIN GPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.GUEST SUITE9'-1 1/8" CEILIN GSQ.STACKEDW/DOVEN /MICRO.COMBO.MF.G. TUB W/TIL E WALLSSQ.M- 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY)- 2X6 EXTERIO R STUD FRAMING- GARAGE PLATE HEIG HT TO BE LEVEL WIT H MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WIN DOW CASINGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG. OVEN/MICRO.COMBO.COOKTOP9'-1 1/8" CEILIN GGAS UP 18 R ELEVATORL.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L. ACCESS PANEL D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN GOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILIN G9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRICSERVICEGAS SERVICE 3'-6 1/2"11 3/16"2'-1 15/16"6 13/16"5 3/8"4'-3 13/16"10 13/16"5 3/8"1'-5 1/4"1'-11 3/4"2'-1 15/16"16 9/16" K-715VILLAGERBATHCAST IRON - 1/2" GYPSUM @ ALL WALL S (FI RETA PE ONLY) - 5/8" F.C. GYPSUM @ CEILI NG (FI RETAPE ONLY) - 2X6 EXTE RIO R STUD FRAMIN G- GARAGE PL ATE HEIG HT TO BE LE VEL WIT H MAI N LEVEL PL ATE. - R21 FIB ERGLASS IN SULATI ON-ALL WALLS- DROP GARAGE FLOOR 2" FR OM HOUSE FLOOR- 1X8 BASE / WIN DOW CASIN GGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO.COMBO.COOKTO P9'-1 1/8" CEILIN GGAS UP 18 R 2-9 1/2" L.V.L.D.W.DIN ING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN GOFFICE9'-1 1/8" CEILIN G9'-1 1/8" CEILI NG9'-1 1/8" CEILIN GPANTRYSQ.SQ.BUFFET POWDERBATH9'-1 1/8" CLG.24" FL OOR T RUSSESABOVE @ 24" O.C.MELE VAT ORL.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL - 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILIN G (FIR ETAPE ONLY) - 2 X6 EXTERIO R STUD FRAMIN G- GARAGE PL ATE HEIG HT TO BE LEVEL WIT H MAI N LEVEL PLATE. - R21 FIB ERGLASS IN SULATIO N-ALL WALLS- DROP GARAGE FLO OR 2" FROM HOUSE FLOOR- 1 X8 BASE / WI NDOW CASIN GGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14 " L.V.L.-HDR. REFRIG. COOKTOP GA SKITCHEN9'-1 1/8" CEILIN GUP 18 R D.W.DININ G AREAGREAT ROOMMUDROOM9'-1 1/8" CEILIN G9'-1 1/8" CEILI NG9'-1 1/8" CEILIN GPOWDERBATH9'-1 1/8" CLG. 24 " FL OOR TRUSSESABOVE @ 24" O.C.GUEST SUITE9'-1 1/8" CEILIN GSQ.STACKEDW/DOVEN /MICRO.COMBO.MF.G. T UB W/TIL E WALL SSQ.M- 1/2" GYPSUM @ ALL WALLS (FIR ETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILI NG (FI RETA PE ONLY) - 2X6 EXTE RIO R ST UD FR AMI NG- GARAGE PL ATE HEIG HT TO BE LEVEL WIT H MAIN LE VEL PL ATE. - R21 FIB ERGLA SS I NSUL ATI ON-ALL WALLS- DROP GARAGE FLOOR 2" FR OM HOUSE FLO OR- 1X8 BASE / WIN DOW CASI NGGARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KIT CHENREFRIG.OVEN/MICRO.COMBO.COOKTO P9'-1 1/8" CEILI NGGAS UP 18 R ELEVATORL.S.L. STUDS@ 12" O.C. 2-9 1/2" L.V.L.ACCESS PANEL D.W.DIN ING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILI NGOFFICE9'-1 1/8" CEILIN G9'-1 1/8" CEILI NG9'-1 1/8" CEILI NGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG.24" FL OOR T RUSSESABOVE @ 24" O.C.ELECTRI CSERVI CEGAS SERVICE 3'-6 1/2"11 3/16"2'-1 15/16"6 13/16"5 3/8"4'-3 13/16"10 13/16"5 3/8"1'-5 1/4"1'-11 3/4"2'-1 15/16"16 9/16"K-715VILLAGERBATHCAST IRON- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING- GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE. - R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASING GARAGE16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHENREFRIG.OVEN/MICRO.COMBO.COOKTOP 9'-1 1/8" CEILINGGASUP 18 R2-9 1/2" L.V.L.D.W.DINING AREAGREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE 9'-1 1/8" CEILING 9'-1 1/8" CEILING 9'-1 1/8" CEILINGPANTRYSQ.SQ.BUFFETPOWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C.MELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANEL- 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY)- 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS - DROP GARAGE FLOOR 2" FROM HOUSE FLOOR - 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR 2-14" L.V.L.-HDR.REFRIG.COOKTOPGAS KITCHEN9'-1 1/8" CEILING UP 18 RD.W.DINING AREAGREAT ROOMMUDROOM 9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILINGPOWDERBATH9'-1 1/8" CLG. 24" FLOOR TRUSSES ABOVE @ 24" O.C. GUEST SUITE 9'-1 1/8" CEILINGSQ.STACKEDW/D OVEN /MICRO.COMBO.M F.G. TUB W/TILE WALLS SQ.M - 1/2" GYPSUM @ ALL WALLS (FIRETAPE ONLY) - 5/8" F.C. GYPSUM @ CEILING (FIRETAPE ONLY)- 2X6 EXTERIOR STUD FRAMING - GARAGE PLATE HEIGHT TO BE LEVEL WITH MAIN LEVEL PLATE.- R21 FIBERGLASS INSULATION-ALL WALLS- DROP GARAGE FLOOR 2" FROM HOUSE FLOOR- 1X8 BASE / WINDOW CASINGGARAGE 16'-0" X 7'-0" OVERHEAD GARAGE DOOR2-14" L.V.L.-HDR.KITCHEN REFRIG.OVEN/MICRO.COMBO.COOKTOP 9'-1 1/8" CEILINGGAS UP 18 RELEVATORL.S.L. STUDS@ 12" O.C.2-9 1/2" L.V.L.ACCESS PANELD.W.DINING AREA GREAT ROOMMUDROOM9'-1 1/8" CEILINGOFFICE9'-1 1/8" CEILING9'-1 1/8" CEILING 9'-1 1/8" CEILINGPANTRYSQ.SQ. BUFFETPOWDERBATH9'-1 1/8" CLG.24" FLOOR TRUSSESABOVE @ 24" O.C.ELECTRICSERVICE GAS SERVICESIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH R 6 0 ' - 0 " 63,900 GFA 25,403 GFA 11 FUEL PUMPS 3,956 SF GROCER 65,570 SF RETAIL A 10,600 SF RETAIL B 10,600 SF RETAIL C 60,000 SF RETAIL / RESTAURANT D 13,000 SF DRIVE THRU A 2,400 SF DRIVE THRU C 2,100 SFDRIVE THRU B 2,425 SF MEDICAL 15,000 SF (2 LEVELS: 30,000 SF TOTAL) COMMUNITY CENTER FUTURE DEVELOPMENT FUTURE BANK RETAIL/ RESTAURANT 4,360 SF RETAIL/ RESTAURANT 6,100 SF (2 LEVELS) RESTAURANT 5,030 SF RETAIL/ RESTAURANT E 5,987 SF Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/11/2026 9:57:00 AM1" = 100'-0" EX00 CONCEPTUAL OVERALL SITE PLAN KPG, KMT KPG 07-27-2026 840_2026CHANHASSEN, MN 55319CARVER COUNTY PID251020020CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026AVIENDARETAIL CENTERREVISION SCHEDULE NO. DESCRIPTION DATE 1" = 100'-0"1 CONCEPTUAL OVERALL SITE PLAN 26 PROOF OF PARKING AREA - 17 SPACES NUMBERS SHOWN AS NET TO TOTAL PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACES NUMBERS SHOWN AS NET TO TOTAL PROOF OF PARKING AREA - 12 SPACESHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307 SUNSET TRAILLYMAN BLVD.POWERS BLVD.APARTMENTS 30' BUILDING SETBACK10' PARKING SETBACKSIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE SIG. BASE HH R 6 0 ' - 0 " 63,900 GFA 25,403 GFA 1 11 FUEL PUMPS 3956 SF 2 2 1 5 GROCER 65,570 SF RETAIL A 10,600 SF RETAIL B 10,600 SF RETAIL C 60,000 SF RETAIL / RESTAURANT D 13,300 SF 5 DRIVE THRU A 2,400 SF DRIVE THRU C 2,100 SF DRIVE THRU B 2,425 SF MEDICAL 15,000 SF (2 LEVELS: 30,000 SF TOTAL) EX01 2 Sim 5 6 6 6 6 RETAIL/ RESTAURANT E 5,987 SF 63,900 GFA 2 2 6 7 4 3 6 8 RETAIL/ RESTAURANT 4,360 SF RESTAURANT B 6,100 SF (2 LEVELS) RESTAURANT A 5,030 SF RETAIL/ RESTAURANT 1,175 SF RESTROOMS 700 SF Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/11/2026 9:57:20 AMAs indicated EX01 CONCEPTUAL SITE PLAN KPG, KMT KPG 07-27-2026 840_2026CHANHASSEN, MN 55319CARVER COUNTY PID251020020CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026AVIENDARETAIL CENTER1" = 80'-0"1 CONCEPTUAL SITE PLAN REVISION SCHEDULE NO. DESCRIPTION DATE 1" = 40'-0"2 ENTERTAINMENT AREA - PLAN ENTERTAINMENT AREA TYPE AREA ENTERTAINMENT_BOARDWALK/COLORED CONCRETE 6890 SF ENTERTAINMENT_GRASS 1564 SF ENTERTAINMENT_MULCH 3987 SF 12442 SF SITE PLAN KEYNOTES 1 MONUMENT SIGN LOCATION 2 TABLE TOP CROSSWALK 3 SEATING 4 COLORED CONCRETE 5 SIDEWALK 6 <varies> 7 PLAZA (SMALL) 8 PLAZA (LARGE) 27 WB-67AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. WB-67AASHTO 2001 (US) (c) 2026 Transoft Solutions, Inc. All rights reserved. B B FUTURE BUILDING ADDITION 19 20 23 95 98 20 29 21 22 36 47 50 21 SOUTH PARKING (20 STALLS) NORTH PARKING (381 STALLS) NORTHEAST PARKING (100 STALLS) PROPOSED BUILDINGREFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LAYOUT FFE UPPER LEVEL = 916.0 = ARCH 100'-0" FFE LOWER LEVEL = 898.0 = ARCH 82'-0"GCTT T TGC GDB C POND 40P: BOTTOM = 867.60 NWL = 875.60 WQL = 877.99 10 YEAR HWL = 880.59 100 YEAR HWL =883.22 SNOWMELT HWL = 878.28 R 6 0 ' - 0 " 11 FUEL PUMPS 3956 SF PROPOSED INTERNAL WALKS EXISTING PUBLIC TRAILS PROPOSED PUBLIC TRAILS EXISTING PUBLIC SIDEWALKS PROPOSED PUBLIC SIDEWALKS PEDESTRIAN CIRCULATION KEY Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/11/2026 9:57:30 AMAs indicated EX02 PEDESTRIAN CIRCULATION KPG, KMT KPG 07-27-2026 840_2026CHANHASSEN, MN 55319CARVER COUNTY PID251020020CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026AVIENDARETAIL CENTERREVISION SCHEDULE NO. DESCRIPTION DATE 1 : 14401PEDESTRIAN CIRCULATION DIAGRAM 28 Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/11/2026 9:57:31 AMEX03 CONCEPTUAL 3D VIEWS KPG, KMT KPG 07-27-2026 840_2026CHANHASSEN, MN 55319CARVER COUNTY PID251020020CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026AVIENDARETAIL CENTERREVISION SCHEDULE NO. DESCRIPTION DATE 29 Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/11/2026 9:57:31 AMEX04 CONCEPTUAL 3D VIEWS KPG, KMT KPG 07-27-2026 840_2026CHANHASSEN, MN 55319CARVER COUNTY PID251020020CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026AVIENDARETAIL CENTERREVISION SCHEDULE NO. DESCRIPTION DATE 30 Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/11/2026 9:57:31 AMEX05 CONCEPTUAL 3D VIEWS KPG, KMT KPG 07-27-2026 840_2026CHANHASSEN, MN 55319CARVER COUNTY PID251020020CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026AVIENDARETAIL CENTERREVISION SCHEDULE NO. DESCRIPTION DATE 31 Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION 8/11/2026 9:57:32 AMEX06 CONCEPTUAL 3D VIEWS KPG, KMT KPG 07-27-2026 840_2026CHANHASSEN, MN 55319CARVER COUNTY PID251020020CONCEPTUAL SITE PLAN PUD SUBMITTAL 06-12-2026 08-14-2026AVIENDARETAIL CENTERREVISION SCHEDULE NO. DESCRIPTION DATE 32 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C1.0-COVER SHEET.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIES PRELIMINARY PLANSCLIENT:ENGINEER/LANDSCAPE ARCHITECT:ARCHITECT:AVIENDA RETAIL CENTERSHEET INDEX:FOR:VICINITY MAP- NOT TO SCALEC1.0COVER SHEETMEASURE GROUP - PETE MOREAU, PEPO BOX 10WAYZATA, MN 55391PH: 612-440-0934EMAIL: PMOREAU@MEASUREGRP.COMMEASURE GROUP - JOSH MCKINNEY, PLAPO BOX 10WAYZATA, MN 55391PH: 612-440-0934EMAIL: JMCKINNEY@MEASUREGRP.COMHEMPEL REAL ESTATE - RICK MCKELVEY800 LA SALLE AVE, SUITE 1250MINNEAPOLIS, MN 55402PH: 612-919-5294EMAIL: RMCKELVEY@HEMPELCOMPANIES.COMSheetNumberSheet TitleC1.0COVER SHEETC2.0DEMOLITION PLANC3.0OVERALL SITE PLANC3.1NORTH WEST SITE PLANC3.2NORTH EAST SITE PLANC3.3WEST SITE PLANC3.4EAST SITE PLANC3.5SOUTH WEST SITE PLANC3.6SOUTH EAST SITE PLANC4.0GRADING PLAN OVERALLC4.1GRADING NORTHWESTC4.2GRADING NORTHEASTC4.3GRADING WESTC4.4GRADING EASTC4.5GRADING SOUTHWESTC4.6GRADING SOUTHEASTC5.0UTILITY PLAN OVERALLC5.1UTILITY NORTHWESTC5.2UTILITY NORTHEASTC5.3UTILITY WESTC5.4UTILITY EASTC5.5UTILITY SOUTHWESTC5.6UTILITY SOUTHEASTC6.0STORMWATER PLAN OVERALLC6.1STORMWATER NORTHWESTC6.2STORMWATER NORTHEASTC6.3STORMWATER WESTC6.4STORMWATER EASTC6.5STORMWATER SOUTHWESTC6.6STORMWATER SOUTHEASTC7.0PHASE 1 EROSION CONTROLC7.1PHASE 2 EROSION CONTROLC7.2SWPPP NARRATIVEC7.3SWPPP NOTESC8.0SITE DETAILSC8.1ADA DETAILSC8.2ADA DETAILSC8.3EROSION CONTROL DETAILSC8.4UTILITY DETAILSC8.5UTILITY DETAILSC8.6STORM SEWER DETAILSL1.0LANDSCAPE PLAN - OVERALLL1.1LANDSCAPE PLAN NORTHWESTL1.2LANDSCAPE PLAN NORTHEASTL1.3LANDSCAPE PLAN WESTL1.4LANDSCAPE PLAN EASTL1.5LANDSCAPE PLAN SOUTHWESTL1.6LANDSCAPE PLAN SOUTHEASTL2.0LANDSCAPE DETAILS AND NOTESL2.1LANDSCAPE DETAILSTHIELEN & GREEN7455 VILLAGE DRIVE, SUITE 110LINO LAKES, MN 55014PH: 763-553-7927EMAIL:SITELYMAN BLVDAVIENDA PKWY BLUFF CREEK BLVDPOWERS BLVD US 2 1 2 33 922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.BASIN 28PEAST POND 11.4P EAST CENTRAL BASIN 1P BLUFF CREEK EASTBASIN 48PSUNSET TRAILΔ=3°38'07"R=978.00L=62.05Δ=86°21'53"R=54.00L=81.40L=340.37R=2355.00Δ=8°16'52"L=255.82R=1136.00Δ=12°54'09"Δ=34°18'40"R=94.00L=56.29Δ=32°09'21"R=66.00L=37.04Δ= 4 4 ° 01'18"R= 6 6.00 L = 5 0.71 Δ = 2 6 ° 4 0 '33"R= 9 4 . 0 0L = 4 3 .76Δ=5°01'39"R=952.77L=83.60L=244.30R=952.77Δ=14°41'28"ONLY100-YR HWL = 914.38BTM = 912.53>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21>>LYMAN BLVD.POWERS BLVD.100-YR HWL = 910.87 BTM = 906.43100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OEFESINV = 906.34FESINV = 903.96CBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)BASIN 28PEAST POND 11.4PBLUFF CREEK EASTBASIN 48P100-YR HWL = 914.38BTM = 912.53100-YR HWL = 904.80 BTM = 904.00 POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALREMOVE EX.STORMSTRUCTUREREMOVE EX.STORMSTRUCTUREREMOVE EX.STORM LINEREMOVE CURB & GUTTERAS SHOWNREMOVE EXISTINGBITUMINOUSPROTECT EXISTING CURB& GUTTERPROTECT EXISTINGSIDEWALKPROTECT EXISTING CURB& GUTTERPROTECT EXISTING CURB& GUTTERPROTECT EXISTINGSIDEWALKPROTECT EXISTING CURB& GUTTERREMOVE EXISTINGBITUMINOUS TRAILFOR UTILITYCONNECTIONDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C2.0-DEMOLITION PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC2.0DEMOLITION PLANLEGENDEXISTINGPROPOSEDPROPERTY BOUNDARYLOT LINESETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERFENCERETAINING WALLSCALE IN FEET0160801.DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TOCONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK.2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS.THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHICMAPPING PREPARED BY XXXX DATED XX-XX-XXXX. IF CONTRACTOR DOES NOT ACCEPTEXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALLHAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYORAND SUBMIT IT TO THE OWNER FOR REVIEW.3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING INALOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITHAPPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING,DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ONTHE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TOSUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PERTHE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER.4.CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROMTHE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLEFOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.5.. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTINGBUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.6. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVALAND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITYCOMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FORSERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.7. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWNON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMESNO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANYDEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIORTO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OFUTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATEONE CALL AT 800-252-1166 OR651-454-0002.8.THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TOBE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ONTHE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANYANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTIONAND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK.UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDINGINCLUDING 10' BEYOND FOUNDATIONS.9.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BEREMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THEUTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHTOF WAY DURING CONSTRUCTION.10.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES,ENCLOSURES, ETC., TO THE BEST PRACTICES.11.CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALLTIMES DURING DEMOLITION OF THE EXISTING FACILITIES12.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLEDAND APPROVED BY THE LOCAL AUTHORITY.13.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHEREIT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURREDON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FORITS REMOVAL AND REPAIR.14.CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANYEXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.15.ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS.COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED INCOMPLIANCE WITH LOCAL STANDARDS.16.CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFICAND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVEDBY THE LOCAL GOVERNING AUTHORITY.DEMOLITION NOTES34 922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>FESINV = 912.67SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALRETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.002329SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00DDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.0OVERALL SITE PLANLEGEND24.46 ACRESPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET016080SHEET C3.2SHEET C3.4SHEET C3.1SHEET C3.3SHEET C3.4SHEET C3.6SHEET C3.3SHEET C3.5SHEET C3.1 SHEET C3.2 SHEET C3.3 SHEET C3.4 SHEET C3.5 SHEET C3.6 SITE DATAZONING INFORMATIONCURRENT SITE ZONING:PROPOSED SITE ZONING:SITE DATATOTAL SITE AREA:BUILDING SETBACKSFRONT:SIDE:REAR:*RETAIL D REQUIRES A DEVIATION FROM SETBACKSPARKINGPARKING SETBACKSTALL DIMENSIONSDRIVE AISLE WIDTHIMPERVIOUS SURFACE30'30'30'9'x18'26' MIN.10'PUDPUD35 SUNSET TRAILUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALRETAIL A10,600 SFFFE: 924.00DSSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORD18.0'TYP.36.0'26.0'36.0'26.0'18.0'18.0'10.0'26.0'36.0'26.0'36.0'26.0'18.0'R10.0'R3.5'R8.0'R3.5'6.0'48.0'26.0'9.0' TYP.12922556326.0'CC13D4416.0'5111910B1561330'18'10'CC191989'36'24'18'29'6PATIOGROCERY PICK-UPSTALLS1DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.1NORTH WESTSITE PLANLEGENDKEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030ARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGSHEET C3.3SHEET C3.2 INTEGRAL CURB13PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGEDTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS1736 30' BUILDING SETBACK10' PARKING SETBACKLYMAN BLVD.IIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL B10,600 SFFFE: 924.00DDSS30'36.0'26.0'18.0'26.2'21.0'26.0'18.0'TYP.26.0'36.0'26.0'36.0'26.0'36.0'26.0'R10.0'R10.0'R3.5'R3.5'48.0'9.0' TYP.52222355926.0'C134DC613R15.0'5.5'R265.7'R15.0'4C156C11CCPATIODescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.2NORTH EASTSITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.4SHEET C3.1 KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE37 RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00D18.0'TYP.36.0'26.0'36.0'26.0'18.0'18.0'10.0'26.0'36.0'26.0'36.0'26.0'18.0'26.0'R10.0'R3.5'R3.5'R3.5'R8.0'R3.5'6.0'48.0'26.0'R5.0'R5.0'R10.0'R10.0'R5.0'R3.5'R3.5'5.0'9.0' TYP.14119221515151313151515151414121212121212121212121217175563222226.0'CC1344131FGR10.0'R12.0'R12.0'R3.5'R10.0'6.0'1561336366GBBBRETAINING WALLUNDER DECKINGRETAINING WALLUNDER DECKINGBPATIOPATIO1DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.3WEST SITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.5SHEET C3.4 SHEET C3.1KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE38 POWERS BLVD.IIIIIIIIIIIIIIIIIIIRETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.0036.0'26.0'18.0'26.2'21.0'26.0'18.0'TYP.26.0'36.0'26.0'36.0'26.0'36.0'26.0'R10.0'R10.0'R3.5'R3.5'48.0'R3.5'R3.5'18.0'TYP.26.0'36.0'26.0'26.0'36.0'26.0'R10.0'9.0' TYP.5.5'14141512121215151513131514121212121212111212125575222355252222333322238.0'8.0'926.0'C1344C6R5.0'R3.5'18.0'8.0'18.0'13133551212R15.0'R5.0'R5.0'R20.0'R12.0'R12.0'R3.0'R3.0'R15.0'R15.0'R10.0'R10.0'R15.0'R15.0'26.0'R15.0'R15.0'R8.0'R10.0'13R15.0'135.5'R265.7'R15.0'4R15.0'R15.0'8R15.0'R7.0'R5.0'R5.0'C161617156CBBC1C66666610.0'877CCCCCPATIOPATIOPATIOPATIODescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.4EAST SITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.6SHEET C3.3 SHEET C3.2KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE39 922.3927.8CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.006.0'R15.0'R5.0'18.0'26.0'111R12.0'91922233333661313131FG115.0'123721R5.0'20212018.0'26.0'36.0'26.0'36.0'26.0'18.0'32.0'1GBBBRETAINING WALLUNDER DECKINGRETAINING WALLUNDER DECKINGPATIOPATIODescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.5SOUTH WESTSITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.3SHEETC3.6 KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE40 30' BUILDING SETBACK10' PARKING SETBACKONLYPOWERS BLVD.IIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASERETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.0036.0'26.0'26.0'36.0'26.0'10.0'R10.0'R18.0'R5.0'R10.0'26.0'R10.0'R15.0'R33.0'R20.0'R20.0'5.5'11R52.0'R10.0'R20.0'R20.0'R8.0'125512910971423323222222233613EE126.0'R5.0'R3.5'18.0'18.0'8.0'18.0'13135.5'18.0'26.0'20.1'26.0'R15.0'R15.0'R15.0'R8.0'R12.0'D1333551212R15.0'R15.0'R15.0'R15.0'R12.0'R15.0'R15.0'R8.0'R10.0'5.0'18.0'TYP.R15.0'R15.0'R15.0'7R15.0'R7.0'R5.0'R5.0'161617CC6R5.0'6666B877PATIODescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C3.0-SITE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC3.6SOUTH EASTSITE PLANLEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERHEAVY DUTY BITUMINOUS PAVEMENTLIGHT DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTY CONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)TRAFFIC SIGNLIGHT POLESCALE IN FEET06030SHEET C3.4SHEET C3.5 KEYNOTESB6-12 CURB & GUTTER1ADA SIGNAGE & BOLLARDS - SEE CIVIL DETAILS2ADA PARKING STRIPING - SEE CIVIL DETAILS3PEDESTRIAN RAMP WITH TRUNCATED DOMES4FLUSH CURB5CONCRETE SIDEWALK6LIGHT POLE WITH FOUNDATION7RETAINING WALL WITH FENCE8CURB TRANSITION- SEE GRADING PLAN9TRENCH DRAIN- SEE UTILITY PLAN10STOP SIGNMATCH EXISTINGARCHITECTURAL STOOP - COORDINATE WITH STRUCTURALDESIGN BY OTHERSABC11SAW CUT PAVEMENT - MEET AND MATCH12CROSSWALK STRIPINGINTEGRAL CURB13DTRASH ENCLOSUREEB6-18 CURB & GUTTER14DECKINGFARCHITECTURAL RAILINGGARCHITECTURAL RAILINGHCURB TYPE TRANSITION1518" PLANTER SEAT WALLS16ARCHITECTURAL BOLLARDS17PROJECT IDENTIFICATION SIGN/OFF PREMISE DIRECTORY SIGNAGE41 ONLYUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEOE OEPROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||D91791891992092192291691791891992092192291 5 915 913 914 91 5 91 6 91 7 91 8 91 9 92 3 925926927928929930931926927928929930931932933934935926927928929930918919920918919920 915916912913914915916 916 917918 919916917918919920921922923923895 902 906 895 899 907 90 8 9 0 9 910907908 909 902902 909 895895 895 902 895 902 916 917 918 919 920 921 9119129139149 1 59169 1 5 915 918902913914915 917918919920921922917918919920921919920921914 9159169179 1 6916917 902 909909 914 915 916 914915914915 914 915 9 1 3914 914 914 9149159129139149 1 7 9 1 8 919 920 917 918 919 920 921 907908909910907 908 90691591691691791 4 915916917915916919920 925926927928929933934935924925926927928929930931932933934935936937918919920921917916916917899 921 9 2 2 923924924924923923924 924 925923923924 923923923937938936937925926927928929930931932933 93093192892992692791 6 91 7 917905917917 914915916914915916 910911912913912913914913909910911912914914914914 919920921 922923 924925 918 919 920 921 922 923 924 9 1 4 915 905 918919920DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.0GRADING PLANOVERALLSCALE IN FEET016080SHEET C4.2SHEET C4.4SHEET C4.1SHEET C4.3SHEET C4.4SHEET C4.6SHEET C4.3SHEET C4.5SHEET C4.1 SHEET C4.2 SHEET C4.3 SHEET C4.4 SHEET C4.5 SHEET C4.6 GRADING NOTES1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES ASSHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFYSITE CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELYIF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACTLOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXITPORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACTBUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS ANDNUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL ANDSOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OFGRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURFESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OFTRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROLDEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISEINDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADINGAND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEENPOINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS ANDEXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS &GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARETO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTSAFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THECONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNERACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGNCERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, ATMINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BEACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITHFULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OFTHE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKINGAREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITYMETHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THEGEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS ORPARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTSOF THEORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVINGUNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THEGEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.42 UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE100-YR HWL = 914.38PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL|||||RETAIL A10,600 SFFFE: 924.00D||||SSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTOR||||D-27.2%-1.7%-2.3% -4.6% 8.5% -2.5%0.0%-2.6%-1.6%-1.5%-7.7%4.9%-2.0%-2.0% -32.9%920921922926927928929930931932933934935926 927 928 929 930 923923920921922920921920921933934935924925926927928929930931932933934935936937923924 924 925 923923 924 923923923937938936937925926927928929930931932933 930931922.00922.00921.60922.04922.50923.00922.00922.00921.63922.30922.30922.30922.50922.90922.60922.26923.59923.00920.00924.50923.68923.50922.40924.00920.00 BW924.00 TW921.78922.00922.00922.50923.72924.63925.70922.25923.75922.90923.56925.00924.85923.00922.46924.00924.58922.60923.11923.50922.70922.10922.50922.00923.31922.46922.00922.36938.50924.00 BW924.00 TW923.10 BW923.30 TW922.65 M.E.922.07 M.E.921.64 M.E.921.64 M.E.DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.1GRADINGNORTHWESTSCALE IN FEET06030SHEET C4.3SHEET C4.2 LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB43 UEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASERETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL B10,600 SFFFE: 924.00DDSS-7.8%-1.9% -2.9%-2.8%-1.7%-3.5%-2.1%-1.4%-1.6%-2.5%-2.6%4.9%92092192292092192291 5 91 6 91 7 91 8 91 9 92 3 925926927928929930931920921922923923916 917 918 919 920 921 925926927928929933934921 9 2 2 923924924924923 930931928929926927922.50923.00922.50923.00923.00922.00922.30922.58922.11922.10922.10922.35924.00923.59923.56922.00922.30922.50922.50920.00922.27922.70922.20921.62923.80924.30923.60923.80923.60923.80923.60924.30924.50923.68923.50924.00922.40923.80923.60924.00922.13 E.O.919 920 921 922 923 924 925 918 919 920 921 922 923 924 925.50922.53923.15922.65922.97922.50922.66921.35DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.2GRADINGNORTHEASTSCALE IN FEET06030SHEET C4.4SHEET C4.1 LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB44 100-YR HWL = 914.38PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00D-1.7%-33.1%-32.4%-33.2%-2.6%-2.3% -2.6% -0.8 % -4.6% 8.5%917918919920921922918 919 920 918 919920 902 917918919920921922917918919920921919920921918917905917917 917.40915.50921.05917.28916.00920.36922.00922.00918.70921.60922.04922.50923.00920.86920.90919.48920.37917.40916.80917.27916.77916.85922.00922.00918.70918.50918.50918.70918.80919.00920.20920.40919.90920.10919.00918.80919.00918.80918.50921.63922.30922.30922.30920.00916.86915.80917.10917.91922.50915.95916.00916.20919.21921.60 M.E.921.78922.00922.46918.00 TW917.00 BW917.61 TW909.00 BW918.00 TW909.00 BW918.12917.50917.50917.10917.10917.90921.39905 917.60 TW909.00 BW917.46918919920921.00 TW909.00 BW920.68 TW909.00 BW917.47 TW909.00 BW917.60 TW910.14 BW917.60 TW910.14 BW917.20 TW917.00 BW917.00 TW917.00 BW917.20 TW917.00 BW917.65 TW909.00 BW917.65 TW909.00 BW917.60 TW909.00 BW916.90 TW909.00 BW917.30916.00922.65 M.E.922.07 M.E.921.64 M.E.921.64 M.E.916.13916.06916.27917.31DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.3GRADINGWESTSCALE IN FEET06030SHEET C4.5SHEET C4.4 SHEET C4.1LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB45 RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00-2.7%-33.3%-33.3%-33.3%-33.3%-32.4%-2.6%-1.7%-2.2%-2.3%-1.9%-2.6%-5.5%-1.9%-3.5%917918919920921922916917918919920921922915 915 913 914 91 5 91 6 91 7 91 8 91 9916917918919920921 922895 902 906 895 899 907 90 8 9 0 9 910916 917 918 9119129139149 1 5 9169 1 5916917 916916917914915916914915914914915 917918919920 917918919920 921917 899 921 9 2 2 922.50923.00922.50923.00923.00916.85916.69922.00918.70919.00918.80918.50922.30915.80917.10916.00922.58915.30915.99915.50915.00 TW902.00 BW910.99 TW909.68 BW911.00910.85909.90 M.E.910.00 M.E.914.00913.60914.00915.30915.55915.30915.56916.04915.50 E.O.915.75915.99916.24921.35922.11914.35914.35913.60913.35913.10913.60913.32914.85914.85914.42914.30913.60913.60913.10913.10913.60917.00917.25917.00917.88917.65917.92917.71916.33916.59916.34913.10915.50915.62915.11914.75915.00914.85913.37913.52916.45 M.E.916.45 BW921.30 TW916.00 BW921.41 TW915.34 BW922.10922.10922.35913.80914.50914.50914.30914.65923.56918.50918.70918.80919.00922.00922.30922.50922.50920.00921.62922.13 E.O.-1.5%914.42914914 -3.6%-2.5%-1.8%916.59916.59916.84917.47 TW909.00 BW916.18916.89917.74917.38916.49915.95917.30915.82921.52 TW914.80 BW922.00 TW915.00 BW921.92 TW914.68 BW920.63922.50922.66921.37921.35916.13915.78915.92916.06916.27915.82915.96917.31916.51916.63916.48916.71915.46913.86914.17915.09914.01DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.4GRADINGEASTSCALE IN FEET06030SHEETC4.6SHEET C4.3 SHEET C4.2LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB46 PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||||| -33.1%-32.4%-2.2%-4.9%-1.8%-2.3%-18.9% 23.8%-5.0%2.0%912 9139149159169 1 6 9 1 7 9 1 8 919918902913914915915916916 91791 4 915916917915916919920 91891992092191691691791 6 91 7 917917 917.40915.50913.00914.68916.10917.34917.35917.76917.70920.90 M.E.920.50 M.E.919.55919.09918.88917.20916.64914.93914.40915.26915.21915.26915.92911.70915.70911.50911.20916.08915.50915.78915.45915.92914.50914.70916.50916.93915.00915.24915.58915.16916.26918.00 TW917.00 BW915.15917.86920.56915.659 1 4 915 -2.7 %915.84917.52921.60 M.E.921.52 M.E.920.49921.18919.41918.40917.50917.40917.60917.70917.30918.19918.42918.12917.50917.50917.10917.10917.90917.90917.90905 917.60 TW909.00 BW917.46918919920917.60 TW910.14 BW917.60 TW910.14 BW917.20 TW917.00 BW917.00 TW917.00 BW917.20 TW917.00 BW917.65 TW909.00 BW917.65 TW909.00 BW917.60 TW909.00 BW916.90 TW909.00 BW915.19917.04917.00DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.5GRADINGSOUTHWESTSCALE IN FEET06030SHEET C4.3SHEET C4.6 LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB47 ONLYUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASERETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.00-2.7%-2.3%-33.3%-33.3%-33.3%-33.3%-33.3%-33.3%-32.4%-2.2%-2.3%-1.7%-1.8%-2.6%-2.2%0.5%-2.1%-3.2%-2.3%915 915915916 895 899 907 90 8 907 908 909 902902 909 895895 895 902 895 902 915 914 915916917902 909909 9149159169149159149159 1 3 914914 914912913914 907908909910907 908 906914 915916917917899 916914 915.00 TW902.00 BW909.00 TW909.50 BW911.80 E.O.914.42914.10913.10911.30914.00913.50914.00913.60914.00913.50914.40914.10913.00913.00913.25914.35914.10914.35913.60913.35913.10913.60914.85914.42913.50913.72914.30913.60913.60913.10913.10913.60913.10913.10913.50913.10913.60913.10913.60913.60913.40913.40917.00917.25917.00917.88917.65916.33916.59916.34914.68911.30914.70916.50913.53913.54913.79915.10915.10915.35915.24914.10913.50913.80913.50913.70913.50914.10914.50914.50914.30914.65915.58915.16916.26914.80914.50914.70914.10915.42915.42915.50915.50915.30915.10915.00915916914915916910911912913 914.20-3.1%912913914913-33.3%909910911912914.07912.07914.50914.42914.06914914-1.5%914.42914914-1.8%916.59916.59916.84915.15914 915.84914.70916.18916.89917.74917.38914.73915.10916.00916.49915.95914.71915.46913.86914.17915.09914.01909.50911.40DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C4.0-GRADING PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC4.6GRADINGSOUTHEASTSCALE IN FEET06030SHEET C4.4SHEET C4.5 LEGENDPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWLODD-1.50%1000.00E.O.SPOT ELEV. LABELSM.E.=MATCH EXISTINGTW=TOP OF WALLBW=BOTTOM OF WALLTC=TOP OF CURB48 BLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDD||||||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||DDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.0UTILITY PLANOVERALLSCALE IN FEET06030SHEET C5.2SHEET C5.4SHEET C5.1SHEET C5.3SHEET C5.4SHEET C5.6SHEET C5.3SHEET C5.5SHEET C5.1 SHEET C5.2 SHEET C5.3 SHEET C5.4 SHEET C5.5 SHEET C5.6 UTILITY NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKENIN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT ORCOMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL ANDINSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE,AND IN ACCORDANCE WITH THE CURRENT EDITION OF THE STANDARD UTILITIESSPECIFICATION AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM).3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARYFEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITHTHE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITHTHE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDINGDIMENSIONS, AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALLCOORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITYCONNECTIONS AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THECITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITYCONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE,INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANYADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OFSERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.8.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUMOF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FROM WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN,SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE OUTEREDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESSOTHERWISE SHOWN.9.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESSOTHERWISE SHOWN OR NOTED.10.WATERMAIN PIPE SHALL EITHER BE AWWA C900 PVC WITH DUCTILE IRON FITTINGSAND RISERS, OR DIP CLASS 52.11.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER (TOP OF PIPE TO FINISH GRADE).INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.12.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE THAT IS 8" OR GREATERSHALL BE POLYVINYL CHLORIDE (PVC) SDR 26. SCHEDULE 40 MUST BE USED IS THEPIPE IS 6" OR SMALLER. C900 IS REQUIRED FOR DEPTHS GREATER THAN 20 FEET.SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALLBE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BEINSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMERWHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARYSEWER SHALL BE TESTED COMPLIANT TO CURRENT MINNESOTA PLUMBING CODE.13.STORM SEWER PIPE:13.1.HDPE OR POLYPROPYLENE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCALGOVERNING AGENCIES.13.2.HDPE STORM PIPE 4- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTSOF ASTM F2648. FITTINGS SHALL BE PER ASTM F2306 AND INSTALLED PER ASTMD2321.13.3.POLYPROPYLENE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEETREQUIREMENTS OF ASTM F2881. APPROVED FITTINGS SHALL MEET JOINTPERFORMANCE REQUIREMENTS OF ASTM D3212. AT PIPE JOINTS, THE SPIGOTSHALL UTILIZE TWO GASKETS MEETING THE REQUIREMENTS OF ASTM F477.INSTALL IN ACCORDANCE WITH ASTM D2321.13.4.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTMD2665 AND INSTALLED PER ASTM D2321.13.5.IF REQUIRED BY AHJ, REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPEDIAMETERS 18" AND SMALLER AND CLASS 3 FOR PIPE DIAMETERS 21" ANDLARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.14.ALL PORTIONS OF SANITARY & STORM SEWER SYSTEMS, INCLUDING STRUCTURES,LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED INACCORDANCE WITH MINNESOTA RULES, PART 4714 AND CURRENT MINNESOTAPLUMBING CODE.49 SUNSET TRAIL>>>>>>|||||UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL||||||||||||||||||||||RETAIL A10,600 SFFFE: 924.00D||||||||||||||||||||||||||||SSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTOR||||D12" C900 PVC12" C900 PVC8" C900 PVC8" C900 PVC8" 45° BENDHYDRANT8"x6" TEE6" GATE VALVE8" GATE VALVEHYDRANT12"x6" TEE12" 45° BENDS (2)8" C900 PVC8" C900 PVC8" GATE VALVE210 LF - 8" PVC @ 1.0%197 LF - 8" PVC @ 1.0%153 LF - 8" PVC @ 1.0%100 LF - 8" PVC @ 2.0% 75 LF - 8" PVC @ 1.0%197 LF - 8" PVC @ 1.0%SAN MH-100RIM: 922.78IE:910.40 (N)IE:910.40 (E)IE:910.30 (S)SAN MH-101RIM: 922.51IE:911.25 (E)IE:911.15(S)8" SANITARY SERVICE STUBIE:917.358" SANITARY SERVICE STUBIE:911.3044 LF - 8" PVC @ 2.0%SAN MH-103RIM: 924.25IE:915.35 (E)IE:915.35 (S)IE:915.25 (W)SAN MH-102RIM: 923.56IE:913.35 (E)IE:913.25 (W)CONNECT TO SANITARY STUBIE:908.34**CONTRACTOR TOFIELD VERIFY INVERTCONNECT TO EXISTING12" WATERMAIN8" COMBINED FIRE &DOMESTIC SERVICEXXXXCONNECT TO EXISTING8"" WATERMAIN STUBXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.1UTILITYNORTHWESTSCALE IN FEET06030SHEET C5.3SHEET C5.2 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE50 LYMAN BLVD.IIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307||||||||||||||||||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00||||||RETAIL B10,600 SFFFE: 924.00DDSS12" C900 PVC12" C900 PVC12" C900 PVC8" C900 PVC8" C900 PVC12" C900 PVC12" 45° BENDS (2)45° BENDS (2)HYDRANT8"x6" TEE6" GATE VALVE12"x8" TEE8" GATE VALVE12" GATE VALVE12"x12" TEEHYDRANT12"x6" TEE6" GATE VALVE8" C900 PVC8" C900 PVC8" C900 PVC8"x8" TEE8" GATE VALVE153 LF - 8" PVC @ 1.0%100 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUB22 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUBIE:917.40SAN MH-103IE:915.25 (W)SAN MH-104RIM: 924.05IE:916.95 (S)IE:916.85 (W)8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE12" TO 8"REDUCERCOORDINATE WITHCITY OF CHANHASSENON WET TAP OFEXISTING 16" DIPWATERMAINXXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.2UTILITYNORTHEASTSCALE IN FEET06030SHEET C5.4SHEET C5.1 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE51 >>>>||||RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACES||||||||||||||||||DD||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00|||||||||||||||||||||||D12" C900 PVC12" C900 PVCHYDRANT12"x6" TEE12" 45° BENDS (2)8" SANITARY SERVICE STUBIE:915.428" COMBINED FIRE &DOMESTIC SERVICECONNECT TO EXISTING12" WATERMAINSAN MH-204RIM: 916.05IE:908.30 (E)IE:908.20(S)XXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.3UTILITYWESTSCALE IN FEET06030SHEET C5.5SHEET C5.4 SHEET C5.1LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE52 POWERS BLVD.IIIIIIIIIIIIIIIIIII||||||||||||||||||||||||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||||||||RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.0012" C900 PVC12" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC 12" 45° BENDS (2)12"x8" TEE8" GATE VALVE12" GATE VALVEHYDRANT12"x6" TEE6" GATE VALVEHYDRANT8"x6" TEE6" GATE VALVE8" C900 PVC8"x8" TEE8" GATE VALVE8" C900 PVC 8"x8" TEES (2)8" GATE VALVES (2)8" C900 PVC8" C900 PVC8"x8" TEE8" GATE VALVE159 LF - 8" PVC @ 0.4%154 LF - 8" PVC @ 0.4%251 LF - 8" PVC @ 0.4%SAN MH-206RIM: 921.00IE:910.05 (E)IE:909.95(S)8" SANITARY SERVICE STUBIE:910.558" SANITARY SERVICE STUBIE:915.4223 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUBIE:908.70SAN MH-205RIM: 920.78IE:909.30 (N)IE:909.20 (W)8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" SANITARY SERVICE STUBIE:908.55188 LF - 8" PVC @ 0.4%114 LF - 8" PVC @ 0.4%100 LF - 8" PVC @ 1.0%SAN MH-203RIM: 917.36IE:907.75 (N)IE:907.75 (E)IE:907.75 (E)IE:907.65(S)196 LF - 8" PVC @ 0.4%SAN MH-204RIM: 916.05IE:908.30 (E)IE:908.20(S)XXXXXXXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.4UTILITYEASTSCALE IN FEET06030SHEET C5.6SHEET C5.3 SHEET C5.2LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE53 |||| | | | ||||||||||||||||||||||||>>>>>>>>>>>>>>>>CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|||||||||||||||||||||||||DSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00||||||||||||8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC CONNECT TO EXISTING8" WATERMAIN8"x8" TEE8" GATE VALVE8" COMBINED FIRE &DOMESTIC SERVICE8"x8" TEE8" GATE VALVE202 LF - 8" PVC @ 0.4%22 9 L F - 8 " P V C @ 0 . 4 %SAN MH-200RIM: 914.13IE:905.55 (NE)IE:905.55 (NW)IE:905.45 (S)SAN MH-201ARIM: XXX.XXIE:907.50 (N)IE:907.40 (E)SAN MH-202RIM: 914.45IE:906.90 (N)IE:906.90 (E)IE:906.80(S)8" SANITARY SERVICE STUBIE:915.428" SANITARY SERVICE STUBIE:908.3040 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUBIE:906.89CONNECT TO SANITARY STUBIE:905.45**CONTRACTOR TOFIELD VERIFY INVERT8" COMBINED FIRE &DOMESTIC SERVICEXXXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.5UTILITYSOUTHWESTSCALE IN FEET06030SHEET C5.3SHEET C5.6 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE54 ONLY|||| | | | | | |||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>POWERS BLVD.IIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASE>>|||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.008" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC8" C900 PVC 8" 45° BENDS (2)8" 45° BENDS (2)8" 45° BENDS (2)8"x8" TEECONNECT TO EXISTING8" WATERMAIN8" GATE VALVE8" BENDS8" C900 PVC8"x8" TEE8" GATE VALVE8" C900 PVC 8"x8" TEES (2)8" GATE VALVES (2)159 LF - 8" PVC @ 0.4%175 LF - 8" PVC @ 0.4%75 LF - 8" PVC @ .4%229 LF - 8" PVC @ 0.4%64 LF - 8" PVC @ 0.4%SAN MH-200RIM: 914.13IE:905.55 (NE)IE:905.55 (NW)IE:905.45 (S)SAN MH-201RIM: XXX.XXIE:906.55 (N)IE:906.55 (E)IE:906.55 (W)IE:906.45 (SW)SAN MH-202RIM: 914.45IE:906.90 (N)IE:906.90 (E)IE:906.80(S)SAN MH-202ARIM: 913.87IE:907.70 (NE)IE:907.70(SE)IE:907.60(W)SAN MH-201BRIM: 915.25IE:906.95 (E)IE:906.85 (W)8" SANITARY SERVICE STUBIE:915.428" SANITARY SERVICE STUBIE:908.158" SANITARY SERVICE STUBIE:907.2543 LF - 8" PVC @ 1.0%14 LF - 8" PVC @ 2.0%8" SANITARY SERVICE STUBIE:908.708" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" COMBINED FIRE &DOMESTIC SERVICE8" SANITARY SERVICE STUBIE:908.55188 LF - 8" PVC @ 0.4%114 LF - 8" PVC @ 0.4%100 LF - 8" PVC @ 1.0%SAN MH-203RIM: 917.36IE:907.75 (N)IE:907.75 (E)IE:907.75 (E)IE:907.65(S)196 LF - 8" PVC @ 0.4%XXXXXXXXXXXXXXXXDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C5.0-UTILITY PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC5.6UTILITYSOUTHEASTSCALE IN FEET06030SHEET C5.4SHEET C5.5 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE55 922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDD||||||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDCAD/DWG File Disclaimer:These electronic files (DWG) are provided as-is, forinformation purposes only, and are not constructiondocuments. The user assumes all risk andresponsibility for the interpretation, use, andaccuracy of the data contained herein. The usermust verify all dimensions, site conditions, andspecifications against the final signed/sealed paperor PDF documents. No reliance should be placed onthis file for fabrication or layout. Any modificationsmade to these files are the user's sole risk andliability, and the user agrees to indemnify MeasureGroup from any claims, damages, or expensesresulting from their use.GROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.002329SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||DDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.0STORMWATER PLANOVERALLSCALE IN FEET06030SHEET C6.2SHEET C6.4SHEET C6.1SHEET C6.3SHEET C6.4SHEET C6.6SHEET C6.3SHEET C6.5SHEET C6.1 SHEET C6.2 SHEET C6.3 SHEET C6.4 SHEET C6.5 SHEET C6.6 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOESTORM SEWER NOTES1.STORM SEWER PIPE:1.1.HDPE OR POLYPROPYLENE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNINGAGENCIES.1.2.HDPE STORM PIPE 4- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTMF2648. FITTINGS SHALL BE PER ASTM F2306 AND INSTALLED PER ASTM D2321.1.3.POLYPROPYLENE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2881. APPROVED FITTINGS SHALL MEET JOINT PERFORMANCE REQUIREMENTS OFASTM D3212. AT PIPE JOINTS, THE SPIGOT SHALL UTILIZE TWO GASKETS MEETING THEREQUIREMENTS OF ASTM F477. INSTALL IN ACCORDANCE WITH ASTM D2321.1.4.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.1.5.IF REQUIRED BY AHJ, REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18"AND SMALLER AND CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISENOTED, PER ASTM C76 WITH R-4 GASKETS.1.6.STORM MANHOLE SIZES SHALL BE VERIFIED BY THE CONTRACTOR AND STRUCTURESUPPLIER FOR COMPATIBILITY WITH CONNECTING PIPE SIZES.FOR GENERAL UTILITY NOTES, SEE SHEET C5.0.PROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE56 SUNSET TRAIL>>>>>>|||||UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL||||||||||||||||||||||RETAIL A10,600 SFFFE: 924.00D||||||||||||||||||||||||||||SSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTOR||||DSTMH-504RIM: 922.88IE:911.02 (E)IE:911.02 (W)IE:911.02 (S)STMH-505RIM: 922.88IE:912.21 (NW)IE:912.21 (SW)IE:912.21 (E)CB-505ARIM: 922.45IE:912.35 (N)IE:912.35 (W)IE:912.35 (E)CB-506RIM: 922.00IE:912.75 (N)IE:912.75 (W)IE:912.75 (SE)CB-507RIM: 922.00IE:913.05 (N)IE:913.05 (S)CBMH-508RIM: 922.00IE:913.82 (E)IE:913.82 (S)CB-506ARIM: 922.00IE:913.97 (S)CB-811RIM: 921.80IE:915.86 (W)IE:915.48 (E)167 LF - 15" HDPE @ 0.5%237 LF - 24" HDPE @ 0.5%106 LF - 24" HDPE @ 0.5%164 LF - 24" HDPE @ 0.5%27 LF - 18" HDPE @ 0.5%61 LF - 18" HDPE @ 0.5%153 LF - 15" HDPE @ 0.5%44 LF - 18" HDPE @ 0.5%TRENCH DRAINRIM: 919.90IE:914.67 (W)142 LF - 12" HDPE @ 0.5%DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.1STORMWATERNORTHWESTSCALE IN FEET06030SHEET C6.3SHEET C6.2 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE57 30' BUILDING SETBACK10' PARKING SETBACKLYMAN BLVD.IIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307||||||||||||||||||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00||||||RETAIL B10,600 SFFFE: 924.00DDSSIE:911.02 (E)IE:911.02 (W)IE:911.02 (S)STMH-504ARIM: 922.88IE:911.86 (W)CB-802RIM: 921.55IE:911.46 (E)IE:911.46 (S)STMH-803RIM: 920.47IE:912.58 (N)IE:912.58 (W)CB-804RIM: 921.60IE:912.90 (N)IE:912.90 (S)CB-805RIM: 922.20IE:913.36 (N)IE:913.36 (S)CB-806RIM: 922.20IE:913.85 (W)IE:913.85 (S)CB-807RIM: 923.60IE:914.22 (W)IE:914.22 (E)CB-808RIM: 923.60IE:914.54 (W)IE:914.54 (E)CB-809RIM: 923.60IE:914.86 (W)IE:914.86 (E)CB-810RIM: 923.60IE:915.18 (W)IE:915.18 (E)CB-811RIM: 921.80IE:915.86 (W)IE:915.48 (E)167 LF - 15" HDPE @ 0.5%80 LF - 15" HDPE @ 0.4%80 LF - 15" HDPE @ 0.4%80 LF - 15" HDPE @ 0.4%91 LF - 15" HDPE @ 0.4%280 LF - 24" HDPE @ 0.4%76 LF - 15" HDPE @ 0.4%164 LF - 24" HDPE @ 0.5%78 LF -24" HDPE @ 0.4%117 LF - 18" HDPE @ 0.4%122 LF - 18" HDPE @ 0.4%116 LF - 24" HDPE @ 0.4%DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.2STORMWATERNORTHEASTSCALE IN FEET06030SHEET C6.4SHEET C6.1 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE58 >>>>||||RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACES||||||||||||||||||DD||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00|||||||||||||||||||||||DFES-403IE:909.00FES-500IE:909.00CB-502RIM: 915.60IE:909.51 (N)IE:909.51 (E)IE:909.51 (W)IE:909.51 (S)CB-503RIM: 919.00IE:910.20 (N)IE:910.20 (E)IE:910.20 (W)IE:910.20 (S)STMH-504RIM: 922.88IE:911.02 (E)IE:911.02 (W)IE:911.02 (S)STMH-505RIM: 922.88IE:912.21 (NW)IE:912.21 (SW)IE:912.21 (E)CB-505ARIM: 922.45IE:912.35 (N)IE:912.35 (W)IE:912.35 (E)IE:912.75 (SE)CB-700RIM: 915.60IE:909.82 (W)IE:909.82 (E)CB-600RIM: 915.60IE:909.82 (E)IE:909.82 (W)CB-701RIM: 915.60IE:909.88 (E)CBMH-901RIM: 917.50IE:913.00 (W)IE:911.00 (E)CB-503ARIM: 918.70IE:910.50 (W)IE:910.50 (E)CB-503BRIM: 918.70IE:910.56 (W)IE:910.56 (E)CB-800RIM: 918.70IE:910.70 (E)IE:910.70 (W)167 LF - 15" HDPE @ 0.5%237 LF - 24" HDPE @ 0.5%106 LF - 24" HDPE @ 0.5%124 LF - 24" HDPE @ 0.4%56 LF - 15" HDPE @ 0.5%28 LF - 24" HDPE @ 0.5%61 LF - 24" HDPE @ 0.5%62 LF - 24" HDPE @ 0.5%61 LF - 15" HDPE @ 0.5%90 LF - 36" HDPE @ 0.5%12 LF - 36" HDPE @ 0.5%138 LF - 36" HDPE @ 0.5%60 LF - 15" HDPE @ 0.5%12 LF - 15" HDPE @ 0.5%164 LF - 24" HDPE @ 0.5%27 LF - 18" HDPE @ 0.5%77 LF - 36" HDPE @ 1.0%12 LF - 15" HDPE @ 0.5%FES-900IE:909.0018 LF - 48" RCP @ 11.1%CB-601RIM: 915.30IE:910.13 (E)IE:910.13 (W)STMH-501HYDRODYNAMICSEPARATORRIM: 918.66IE:909.06 (N)IE:909.06 (S)SUMP: 905.00DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.3STORMWATERWESTSCALE IN FEET06030SHEET C6.5SHEET C6.4 SHEET C6.1LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE59 POWERS BLVD.IIIIIIIIIIIIIIIIIII||||||||||||||||||||||||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||||||||RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00CB-203RIM: 910.10IE:905.51 (N)IE:905.51 (S)CB-204RIM: 910.10IE:905.81 (N)IE:905.81 (S)CB-206RIM: 910.10IE:906.17 (N)IE:906.17 (S)CB-207RIM: 910.10IE:906.53 (N)IE:906.53 (S)CB-208RIM: 911.30IE:906.75 (E)IE:906.75 (S)CB-209RIM: 911.80IE:907.39 (W)CB-301RIM: 910.50IE:905.85 (E)CB-304RIM: 910.60IE:906.83 (S)CB-303RIM: 910.50IE:906.30 (N)IE:906.30 (W)CB-401RIM: 914.40IE:907.26(W)IE:907.26 (E)RIM: 915.60IE:909.51 (N)IE:909.51 (E)IE:909.51 (W)IE:909.51 (S)RIM: 919.00IE:910.20 (N)IE:910.20 (E)IE:910.20 (W)IE:910.20 (S)IE:911.02 (E)IE:911.02 (W)IE:911.02 (S)CB-600RIM: 915.60IE:909.82 (E)IE:909.82 (W)CB-602RIM: 915.30IE:910.27 (S)IE:910.27 (E)IE:910.27 (W)CB-603RIM: 915.30IE:910.39 (E)IE:910.39 (W)CB-604RIM: 915.30IE:910.50 (E)IE:910.50 (W)CB-605RIM: 915.45IE:910.54 (W)CB-602ARIM: 915.30IE:910.55 (E)IE:910.55 (N)CB-602BRIM: 915.30IE:910.67 (W)STMH-504ARIM: 922.88IE:911.86 (W)CB-800RIM: 918.70IE:910.70 (E)IE:910.70 (W)CB-801RIM: 918.70IE:911.00 (N)IE:911.00 (W)CB-802RIM: 921.55IE:911.46 (E)IE:911.46 (S)STMH-803RIM: 920.47IE:912.58 (N)IE:912.58 (W)CB-804RIM: 921.60IE:912.90 (N)IE:912.90 (S)CB-202RIM: 910.10IE:905.45 (N)128 LF - 15" HDPE @ 0.5%167 LF - 15" HDPE @ 0.5%280 LF - 24" HDPE @ 0.4%76 LF - 24" HDPE @ 0.4%124 LF - 24" HDPE @ 0.4%61 LF - 24" HDPE @ 0.5%61 LF - 18" HDPE @ 0.5%10 LF - 18" HDPE @ 0.5%73 LF - 15" HDPE @ 0.5%44 LF - 15" HDPE @ 0.5%106 LF - 15" HDPE @ 0.5%24 LF - 15" HDPE @ 0.5%56 LF - 15" HDPE @ 0.5%8 LF - 15" HDPE @ 0.5%23 LF - 15" HDPE @ 0.5%24 LF - 15" HDPE @ 0.5%28 LF - 24" HDPE @ 0.5%61 LF - 24" HDPE @ 0.5%62 LF - 24" HDPE @ 0.5%138 LF - 36" HDPE @ 0.5%164 LF - 24" HDPE @ 0.5%78 LF -24" HDPE @ 0.4%116 LF - 24" HDPE @ 0.4%CB-205RIM: 910.10IE:906.12 (N)IE:906.12 (S)FES-100AIE:903.50FES-100BIE:902.00OCS-100(ADJUST EXST.)RIM: 909.50IE: 903.30 (W)IE: 899.00 (S)IE: 896.00 (E)CB-601RIM: 915.30IE:910.13 (E)IE:910.13 (W)STMH-501HYDRODYNAMICSEPARATORRIM: 918.66IE:909.06 (N)IE:909.06 (S)SUMP: 905.00DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.4STORMWATEREASTSCALE IN FEET06030SHEET C6.6SHEET C6.3 SHEET C6.2LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE60 922.3927.8|||| | | | ||||||||||||||||||||||||>>>>>>>>>>>>>>>>CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|||||||||||||||||||||||||DSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00||||||||||||OCS-402RIM: XXX.XXIE:908.23 (W)IE:908.23 (E)FES-403IE:909.00STMH-109RIM: 913.50*IE:907.38 (W/E)*CONNECT TO STUBFIELD VERIFYFES-500IE:909.00CBMH-901RIM: 917.50IE:913.00 (W)IE:911.00 (E)176 LF - 24" HDPE @ 0.5%104 LF - 36" HDPE @ 0.5%96 LF - 24" HDPE @ 0.35%70 LF - 24" HDPE @ 0.35%56 LF - 24" HDPE @ 0.35%97 LF - 36" HDPE @ 1.0%77 LF - 36" HDPE @ 1.0%FES-900IE:909.0018 LF - 48" RCP @ 11.1%DB-105ARIM: 911.30IE:906.17 (S)IE:906.17 (NW)96 LF - 24" HDPE @ 0.35%28 LF - 24" HDPE @ 0.35%DB-108RIM: 911.20IE:907.28 (W)IE:907.28 (E)DB-107RIM: 911.20IE:906.95 (W)IE:906.95 (E)DB-106RIM: 912.20IE:906.60 (W)IE:906.60 (N)CB-104RIM: 915.50IE:905.85 (W)IE:905.85 (E)STMH-105RIM: 914.20IE:906.50 (E)IE:906.37 (S)IE:906.37 (N)77 LF - 24" HDPE @ 0.35%CB-104ARIM: 914.50IE:906.10 (W)IE:906.10 (E)CB-104BRIM: 914.40IE:907.40 (E)15 LF - 24" HDPE @ 0.35%DB-104RIM: 914.10IE:905.80 (W)IE:905.80 (E)DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.5STORMWATERSOUTHWESTSCALE IN FEET06030SHEET C6.3SHEET C6.6 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE61 907.0906.9908.430' BUILDING SETBACK10' PARKING SETBACKONLY|||| | | | | | |||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>POWERS BLVD.IIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASE>>|||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.00CB-101HYDRODYNAMIC SEPARATORRIM: 910.10IE: 904.00 (W)IE: 903.00(N)SUMP: 899.00FES-100IE:902.00CB-102RIM: 910.10IE:905.80(S)IE:904.60(N)IE:904.60(W)IE:904.60 (E)CB-200RIM: 910.10IE:904.80 (N)IE:904.80 (S)CB-201RIM: 910.10IE:905.24 (N)IE:905.24 (S)CB-203RIM: 910.10IE:905.51 (N)IE:905.51 (S)CB-204RIM: 910.10IE:905.81 (N)IE:905.81 (S)CB-206RIM: 910.10IE:906.17 (N)IE:906.17 (S)CB-207RIM: 910.10IE:906.53 (N)IE:906.53 (S)CB-300RIM: 910.50IE:905.80 (N)IE:905.80 (W)CB-301RIM: 910.50IE:905.85 (E)IE:905.85 (S)CB-302RIM: 910.50IE:906.15 (E)IE:906.15 (W)CB-304RIM: 910.60IE:906.83 (S)CB-303RIM: 910.50IE:906.30 (N)IE:906.30 (W)CB-400RIM: 914.35IE:906.92 (W)IE:906.92 (E)CB-401RIM: 914.40IE:907.26(W)IE:907.26 (E)CB-103RIM: 910.50IE:905.80 (S)IE:905.28 (W)IE:905.28 (E)104 LF - 36" HDPE @ 0.5%135 LF - 36" HDPE @ 0.5%121 LF - 42" HDPE @ 0.5%CB-202RIM: 910.10IE:905.45 (N)IE:905.45 (E)IE:905.45 (S)38 LF - 36" HDPE @ 0.5%29 LF - 42" HDPE @ 3.5%60 LF - 18" HDPE @ 0.5%70 LF - 18" HDPE @ 0.5%125 LF - 36" HDPE @ 1.0%25 LF - 36" HDPE @ 0.5%88 LF - 36" HDPE @ 0.5%12 LF - 36" HDPE @ 0.5%61 LF - 24" HDPE @ 0.5%61 LF - 18" HDPE @ 0.5%10 LF - 18" HDPE @ 0.5%73 LF - 15" HDPE @ 0.5%30 LF - 15" HDPE @ 0.5%106 LF - 15" HDPE @ 0.5%34 LF - 36" HDPE @ 1.0%97 LF - 36" HDPE @ 1.0%11 LF - 18" HDPE@ 0.5%CB-205RIM: 910.10IE:906.12 (N)IE:906.12 (S)FES-100AIE:903.50FES-100BIE:902.00JELLYFISH FILTER VAULTSEE DETAILRIM: 909.50IE: 900.00 (W)IE: 899.50 (N)OCS-100(ADJUST EXST.)RIM: 909.50IE: 903.30 (W)IE: 899.00 (S)IE: 896.00 (E)DB-102ARIM: 909.50IE:906.00 (N)32 LF - 15" HDPE @ 0.6%DB-103ARIM: 911.30IE:906.80 (N)40 LF - 15" HDPE @ 2.5%CB-201-ARIM: 910.10IE:905.33 (N)IE:905.33 (E)IE:905.33 (S)17 LF - 36" HDPE @ 0.5%STMH-105RIM: 914.20IE:906.50 (E)IE:906.37 (S)IE:906.37 (N)77 LF - 24" HDPE @ 0.35%15 LF - 24" HDPE @ 0.35%DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C6.0-STORMWATER PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC6.6STORMWATERSOUTHEASTSCALE IN FEET06030SHEET C6.4SHEET C6.5 LEGENDPROPOSEDPROPERTY BOUNDARYEASEMENTCURB AND GUTTERWATER MAINHYDRANTGATE VALVESANITARY SEWERSTORM SEWERFLARED END SECTION W/ RIP RAP & TRASH GUARDDRAINTILERETAINING WALLGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERLIGHT POLE|||GGUEUTSDOE62 922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)BASIN 28PBLUFF CREEK EASTBASIN 48P100-YR HWL = 914.38BTM = 912.53POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|S2329||||||||| INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL ROCK ENTRANCEPER CIVIL DETAILSDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.0-EROSION CONTROL PLANS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC7.0PHASE 1EROSIONCONTROLLEGENDPROPOSEDPROPERTY BOUNDARYINDEX CONTOURINTERVAL CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONWATER MAINSANITARY SEWERRETAINING WALLDRAINTILEGRADING LIMITSINLET PROTECTIONSILT FENCE|LODSCALE IN FEET06030DEROSION CONTROL NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACEPRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINEDUNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILTFENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BECONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECTTO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC.,REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUMECOMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSIONOF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANSNECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOTLIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSIONCONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADINGAND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THEWORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALLIMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITINGOF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMEDFIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT ORMUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS ORSWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALLBE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OFTHE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVEDBY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THEEND OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUSTBE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTOPUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARYPONDING DURING CONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCEUP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIPRAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKETINSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BERESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BEHARD SURFACED WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES,MNDOT, AND CITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111AT 30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112(FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT14.5-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PERACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPES OF 3:1 OR GREATER, RESTORATION WITH SOD OREROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUNDTHEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURINGCONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TORESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THECONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OROTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURINGCONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.63 91791891992092192291691791891992092192291 5 915 913 914 91 5 91 6 91 7 91 8 91 9 92 3 925926927928929930931926927928929930931932933934935926927928929930918919920918919920 915916912913914915916 916 917918 919916917918919920921922923923895 902 906 895 899 907 90 8 9 0 9 910907908 909 902902 909 895895 895 902 895 902 916 917 918 919 920 921 9119129139149 1 59169 1 5 915 918902913914915 917918919920921922917918919920921919920921914 9159169179 1 6916917 902 909909 914 915 916 914915914915 914 915 9 1 3914 914 914 9149159129139149 1 7 9 1 8 919 920 917 918 919 920 921 907908909910907 908 90691591691691791 4 915916917915916919920 925926927928929933934935924925926927928929930931932933934935936937918919920921917916916917899 921 9 2 2 923924924924923923924 924 925923923924 923923923937938936937925926927928929930931932933 93093192892992692791 6 91 7 917905917917 914915916914915916 910911912913912913914913909910911912914914914914 919920921 922923 924925 918 919 920 921 922 923 924 9 1 4 915 905 918919920922.3927.8907.0906.9908.430' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)BASIN 28PBLUFF CREEK EASTBASIN 48P100-YR HWL = 914.38BTM = 912.53POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL|RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDDSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.002329SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||DINSTALL INLET PROTECTIONPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILS INSTALL SILT FENCEPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL INLET PROTECTIONPER CIVIL DETAILSINSTALL ROCK ENTRANCEPER CIVIL DETAILSDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.0-EROSION CONTROL PLANS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC7.1PHASE 2EROSIONCONTROLLEGENDSCALE IN FEET06030EROSION CONTROL NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACEPRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINEDUNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILTFENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BECONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECTTO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC.,REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUMECOMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSIONOF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANSNECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOTLIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSIONCONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADINGAND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THEWORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALLIMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITINGOF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMEDFIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT ORMUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS ORSWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALLBE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OFTHE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVEDBY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THEEND OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUSTBE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTOPUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARYPONDING DURING CONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCEUP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIPRAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKETINSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BERESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BEHARD SURFACED WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES,MNDOT, AND CITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111AT 30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112(FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT14.5-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PERACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPES OF 3:1 OR GREATER, RESTORATION WITH SOD OREROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUNDTHEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURINGCONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TORESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULESINCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THECONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING, OROTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURINGCONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.PROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOURSETBACK LINERIGHT OF WAY LINEEASEMENTSTANDARD CURB AND GUTTERSTORM SEWERFLARED END SECTIONRETAINING WALLDRAINTILEGRADING LIMITSSPOT ELEVATIONFLOW DIRECTIONEMERGENCY OVERFLOWROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETINLET PROTECTIONSILT FENCELODD-1.50%1000.00E.O.64 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.2-SWPPP NARRATIVE & NOTES.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC7.2SWPPP NARRATIVESWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT. THE MINNESOTA POLLUTIONCONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE JULY 31,2023) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATERFROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT AVIENDA RETAILCENTER. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUSTALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. THEFOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURINGCONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR AVIENDA RETAIL CENTER SHALL BECONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR AVIENDA RETAILCENTER IN CHAMHASSEN, MINNESOTA. THE PROJECT SITE IS LOCATED ON 24.46 ACRES SE OF THEINTERSECTION OF LYMAN BLVD & POWERS BLVD.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER: HEMPEL REAL ESTATEOWNER ADDRESS:800 LA SALLE AVE. SUITE 1250MINNEAPOLIS, MN 55402OWNER EMAIL: RMCKELVEY@HEMPELCOMPAINES.COMCONTRACTOR: TBDCOMPANY NAME: TBDIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAININGCOMMENSURATE WITH THEIR TASK PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER: MEASURE GROUP, LLCPETER MOREAUPO BOX 10WAYZATA, MN 55391641-583-0173PMOREAU@MEASUREGRP.COMDESIGN OF CONSTRUCTION SWPPP, U OF M 05/31/28SWPPP INSPECTION:TBDBMP INSTALLER:TBDOWNER/OPERATOR RESPONSIBILITIESOWNER·DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.·SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)·COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT·SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TOSPECIAL/IMPAIRED WATERS WITHIN 1 MILE OF SITE DISCHARGE.·KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)·SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATIONCONDITIONS AS LISTED IN SECTION 13 ARE COMPLETE·SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINALSTABILIZATION·IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENTSTORMWATER SYSTEM.·DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.·IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENTPRACTICES, AND OVERSEE THE SWPPP AND CONDUCT INSPECTIONSOPERATOR·COMPLETION OF AN ACCURATE NOI WITH THE OWNER·COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FORCONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)·KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)·COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OFTERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 24.46 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TOGRADING AND A RETENTION BASIN. THE PROPOSED PHASE OF THE DEVELOPMENT WILL CONSIST OF THECONSTRUCITON OF A RETAIL CENTER DEVELOPMENT WITH ASSOCIATED BUILDING, PARKING LOT ANDUTILITY INFRASTRUCTURE.PROJECT AREA = 24.46 ACDISTURBED AREA = X.XX ACEXISTING IMPERVIOUS AREA = 0.0 AC (PHASE 1 & 2 DEVELOPMENTS)PROPOSED IMPERVIOUS AREA = X.XX AC (PHASE 1 & 2 DEVELOPMENTS)PRE-DEVELOPMENT SITE CONDITIONSSITE IS GENERALLY CONSISTENT WITH HSG TYPE "D" SOILS. THE EXISTING SITE GENERALLY DRAINS FROMWEST TO EAST.REFER TO GEOTECHNICAL REPORT DATED XX.XX.XX COMPLETED BY BRAUN INTERTEC.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE MAINTAINS THE OVERALL EXISTING DRAINAGE PATTERNS. MOST OF THE SITE DRAINSFROM WEST TO EAST. THE RUNOFF FROM MOST OF THE SITE WILL BE DIRECTED THROUGH STORM SEWERTO THE RETENTION BASIN.STORM WATER MANAGEMENT PLAN·THE TEMPORARY STORMWATER MANAGEMENT PLAN WILL CONSIST OF GUIDELINES SET FORTH IN ITEMS7 AND 8 OF THE SWPPP NOTES SECTION.·THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF SURFACE DRAINAGE BY CURBAND GUTTER, SWALES AND STORM SEWER PIPE.·THE SITE DRAINAGE WILL BE ROUTED TO PROPOSED STORM SEWER WHICH WILL DISCHARGE TO THERETENTION BASIN .·REFER TO THE PROJECT STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDINGTHE PRE-DEVELOPMENT SITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, AND STORM WATERMANAGEMENT CALCULATIONS.·THE SITE STORM WATER RETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL,STATE AND FEDERAL REQUIREMENTS.·TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THEPROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITECONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROLPLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATERPOLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED ORSTORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIALPOLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROMTHE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THESITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.), INLET PROTECTION TO EXISTINGSTRUCTURES AS SHOWN ON PLAN, AND INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3. CLEAR AND GRUB SITE.4. STRIP AND STOCKPILE TOPSOIL.5. ROUGH GRADE THE SITE.6. STABILIZE DENUDED AREAS AND STOCKPILES.7. INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER, AND UTILITY SERVICES.8. INSTALL INLET PROTECTION AT CATCH BASINS.9. INSTALL STREET SECTION.10. INSTALL CURB AND GUTTER.11. INSTALL PAVEMENT.12. INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)13. FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED, AND MULCH.14. REMOVE ACCUMULATED SEDIMENT.15. FINAL GRADE.16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SODAND LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROLDEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OFAN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUSMATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSIONFROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMINGOF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANSAND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION:1. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADEDAND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROLPLAN.2. CONSTRUCT ROCK CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THECONSTRUCTION PLANS.3. INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TORECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OFCONSTRUCTION.4. INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALLSILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACEDOUTSIDE OF SILT FENCES SHOWN ON THE PLAN.DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANSAND SHALL BE IMPLEMENTED DURING CONSTRUCTION:1. PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSEDSOIL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OFDISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX 22-111, APPLIEDAT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SOD IS NOT USED FOR THE SITE.3. STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHENGRADING IS COMPLETE.4. PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITHTOPSOIL AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER.5. STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THECONSTRUCTION SITE MUST BE INITIATED WITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANYCONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BESTABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6. INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHINEXISTING SILT FENCES OR OTHER PERIMETER CONTROLS.7. TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TOBUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIPACCORDING TO THE STANDARD DETAIL.8. SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF AWRITTEN ORDER BY THE OWNER OR OWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK ANDINSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF AN EMERGENCY.9. REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY ORWITHIN 24 HOURS OF DETECTION, OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10. COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRISREACHES TOP OF DUMPSTER11. INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (INLET FILTER BAG STRUCTURE INSERT TYPE) BMP'S ARE REMOVED FORFLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHERAGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OFCORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSIONCONTROL BMP'S ARE APPLIED TO THE SITE. THE PERMANENT EROSION CONTROL BMP'S MAY BE A COMBINEDOF VEGETATIVE AND NON-VEGETATIVE COVER TYPES.ADDITIONAL REQUIREMENTS TO ACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONSINCLUDE:1. ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLESURFACES ARE VEGETATED FOR FINAL STABILIZATION.2. PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATEDSEDIMENT HAS BEEN REMOVED FROM CONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROMCONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATERQUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURNTHE BASIN TO DESIGN CAPACITY.3. THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THEEXPECTED FINAL GROWTH DENSITY.4. ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THEGRADING AND/OR LANDSCAPE PLAN. SEED THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TOTHE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCACONSTRUCTION STORMWATER INSPECTION CHECKLIST OR AN ALTERNATIVE FORM) WITHIN THEPARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITHTHE REQUIREMENTS OF THIS SWPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDEINDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHERQUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THISPLANINSPECTION SCHEDULE:- IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF ARAINFALL GREATER THAT 0.5 INCHES.- INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.- INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS(NOT INCLUDING FROZEN CONDITIONS).- SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTIONACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1. RECORD DATE AND TIME OF INSPECTION2. NAME OF PERSON(S) CONDUCTING INSPECTION3. FINDINGS OF THE INSPECTION4. LOCATION AND CORRECTIVE ACTIONS NEEDED5. CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6. DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7. OBSERVED DISCHARGES LOCATIONS8. DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9. THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENTSEDIMENTATION BASIN TO ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOTCONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10. RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETEDWITHIN 7 DAYS.11. ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTIONAND AVAILABLE IN PAPER OR ELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY ANDPERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENTCONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE CONTRACTOR MUSTINSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POSTRAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITHFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELDCONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROLDEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT:1. ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER,SCOURED ENDS, UNDERMINED, DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINEDOR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR NOTIFICATION, OR AS SOONAS FIELD CONDITIONS ALLOW.2. PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE1/2 FULL OF SEDIMENT, FLATTENED TO 12 HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FORACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OF PERIMETER SEDIMENT CONTROLSHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3. INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENTDEPOSITION, SEDIMENT DELTAS AN ACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGEDWITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT AND DELTAS TO BE REMOVEDWITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4. TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVESEDIMENT DEPOSITION AND ACCUMULATION TO 1/2 OF THE STORAGE VOLUME - CLEAN OUT, REMOVEACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELD CONDITIONS ALLOWACCESS.5. SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVEACCUMULATED SEDIMENT IN ROCK OR OTHER ANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THESITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHER ANTI-TRACKINGCONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6. PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOILMATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY,ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.7. STREET SWEEPING IS REQUIRED ONE TIME PER WEEK AND AFTER RAINFALL OR MORE FREQUENTLY IFDIRECTED BY CITY ENGINEER.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1. ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED,ACCUMULATED SEDIMENT FROM CONSTRUCTION IS REMOVED, AND PERMANENT COVER HAS BEENACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATION FORM FROMTHE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHTOF THE POST MARKED DATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THEMPCA. OR:2. WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'SENTIRETY (INCLUDING STREET SWEEPING AND STORMWATER INFRASTRUCTURE) FROM THE ORIGINALOWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THE TERMINATION IS EFFECTIVE UPONMIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E.OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMITCOVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3. PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a. CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b. AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED ANDPERMANENTLY ESTABLISHED WITH VEGETATION OR NON-VEGETATIVE COVER; AND3.c. WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d. THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4. WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUETO CANCELLATION OR OTHER REASONS, DOCUMENTATION SHOULD BE SENT TO THE MPCA WITH THE NOTFORM AND IS SUBJECT TO MPCA APPROVAL.METHODS TO MINIMIZE SOIL COMPACTION AND PRESERVE TOPSOILAPPROPRIATE CONSTRUCTION PRACTICES (E.G. CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,NO-TRAFFIC AREAS, ETC.) SHALL BE USED TO MINIMIZE EROSION, SOIL COMPACTION, AND PRESERVETOPSOIL.AREAS NOT TO BE DISTURBED (BUFFERS, INFILTRATION BASINS, ETC.) SHALL BE PROTECTED WITHCONSTRUCTION OR SILT FENCE BEFORE WORK BEGINS.OPERATOR SHALL DEVELOP METHODS TO MINIMIZE SOIL COMPACTION DURING CONSTRUCTION(INCLUDING GRADING, UTILITY TRENCHES, SUBGRADE PREPARATION) AND SHALL USE TRACKED EQUIPMENTWHEREVER PRACTICABLE.TOPSOIL SHALL BE SALVAGED AND REUSED TO THE EXTENT PRACTICABLE.DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS (UNLESS INFEASIBLE) TO CONTROL SEDIMENT.WATERS WITHIN ONE MILE OF SITEPOTENTIAL POLLUTANTLOCATIONCONTROL MEASUREANTIFREEZEVARIOUSSECONDARY CONTAINMENT/DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT/DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINEIN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT/DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENT`CONTRACTORSECONDARY CONTAINMENT/DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROM TIPPINGSOIL AMENDMENTSLANDSCAPE CONTRACTORSECONDARY CONTAINMENTCONCRETETRUCK WASHOUTWASHOUT AREACONCRETE/MORTARMOBILE MIXERS.C / WASHOUT AREASWPPP BMP QUANTITIESSILT FENCE X,XXX LFBIO-ROLL XX LFINLET PROTECTION X EACHCULVERT/ FES PROTECTION X EACHTEMPORARY SEED MIX (22-111) AS NEEDEDPERMANENT SEED MIX XX,XXX SFSOD XX,XXX SFEROSION CONTROL BLANKET X,XXX SFROCK CONSTRUCTION ENTRANCE 2 EACHSTREET SWEEPING1 EACH65 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C7.2-SWPPP NARRATIVE & NOTES.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC7.3SWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'SIDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESEBMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROMAN OWNER HAS BEEN GIVEN.1.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECTIMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT(INCLUDING VEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL ORFILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OFTREES.2.DITCH PROTECTION (TEMPORARY OR PERMANENT)·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVETEMPORARY OR PERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OFDIRECT CONNECTION TO A SURFACE WATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGHGRADED CONDITION IN ORDER TO PROPERLY INSTALL EROSION CONTROL SEEDING, MULCH,MATS AND BLANKETS.·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OFTHE FOLLOWING OR COMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIP-RAP,BIO-ROLLS OR ROCK CHECK DAMS. THE METHOD CHOSEN WILL BE BASED ON AN ANALYSISOF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE ARE ADDITIONAL BMP'S WHICH MAYBE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVETO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BEINSTALLED. CHECK DAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAMIS AT THE ELEVATION OF THE TOE OF THE UPSTREAM DAM. TEMPORARY EROSION CONTROLDEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCHAND/OR EROSION CONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS ANDLENGTH.·ALL DITCHES WILL BE STABILIZED WITHIN 7 DAYS.3. WORK NEXT TO WETLANDS·PRESERVE A 100' FROM SPECIAL WATERS) NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE,PROVIDE REDUNDANT SEDIMENT CONTROLS PRIOR TO DISTURBANCE OF UP-GRADIENTAREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OFCOMPLETION OF WORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THEEROSION CONTROL / GRADING PLAN.4. LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FORSLOPES WITH A GRADE OF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALLEXPOSED AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 FEET OF A SURFACEWATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND. THE EXPOSED SOILSSHALL BE STABILIZED WITHIN 7 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BETEMPORARILY OR PERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIORTO CONSTRUCTION OR DISTURBING A NEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAWBIOROLLS IN INTERLOCKING HERRINGBONES AS SHOWN ON THE GRADING PLAN. IFTEMPORARY SEEDING AND MULCH CAN NOT BE USED ON SLOPES STEEPER THAN 3:1, THENTHE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING. TEMPORARY EROSIONCONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANYAPPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH ASBULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATED PERPENDICULAR TO THE SLOPETO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.5.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADINGPLAN, UNLESS VELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THEEDGES OF CULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/ORUTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYSBEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDINGTO THE STANDARD DETAIL.6.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULDDISCHARGE TO AN INLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHENCASTINGS ARE NOT IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BYTHE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHENCASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THEOWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS ISNEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS.7.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THESTORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACEWATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION ANDSHALL BE INSTALLED UNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOWVELOCITY AND AS INDICATED ON GRADING AND/OR UTILITY PLANS.8.TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OFDISTURBED SOIL DRAIN TO ACOMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFFFROM A 2-YEAR, 24 HOUR STORM, FOR EACH ACRE DRAINED TO THE BASIN. AT A MINIMUM,THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACH ACRE DRAINED TO THEBASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENTOF THE SEDIMENT. THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALLBE EQUAL TO OR BETTER THAN THE RECEIVING WATER. THE TEMPORARY BASIN MAY BEDRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FOR THE NEXT RAIN EVENT.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OFSEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADINGCONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENTCAPACITY AND CONTAINMENT.··TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFOREIT ENTERS THE POND, IF·NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THESEDIMENT LEVEL IN THE POND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL(50% OF THE STORAGE VOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGYDISSIPATION AND SEDIMENT REMOVAL SHALL BE COMPLETED WITHIN 72 HOURS OFDISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR AS SOON AS FIELD CONDITIONSALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BEINCIDENTAL TO THE GRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW ANDCONTAIN ENERGY DISSIPATION AT BASIN OUTLET.9.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENTOF THE EXCAVATED SOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREASSHALL BE MINIMIZED TO THE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYSDEPENDING UPON SLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1RESPECTIVELY.10.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITEDRAINAGE ROUTES PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLEDAROUND ALL STOCKPILES IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERSEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THESTOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALLBE SEEDED WITHIN 7 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BEINCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BECOVERED WITH HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BEINSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPSSHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER /ENGINEER11.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLYDISCHARGED TO SURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATERINCLUDE: (TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT):1.CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.2.USE A PORTABLE SEDIMENT TRAP SYSTEM.3.APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENTTRAPS OR A SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.4.DISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFERAREA.5.PUMP TO A TEMPORARY SEDIMENT BASIN.6.ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.7.DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVINGCHANNELS OR ADVERSELY IMPACT WETLANDS.8.ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTIONDEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRINGDEWATERING.12.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLESLEAVE THE CONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TOPREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTIONENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS ANDMAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACHDAY USING PICK-UP TYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BELENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICESREQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORKSHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS.IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPINGSHALL BE INCREASED.13.CONCRETE TRUCK WASHOUT·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANSTO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREASONLY.·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENTCONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUTOPERATIONS.·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITYCONTRACTOR WITH APPROVAL FROM OWNER.·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES ANDWATERCOURSES.·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETEWASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.·IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER.·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.14.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREASONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THEWASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFFMUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROMTHE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSEDOF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OFWASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THECONSTRUCTION CONTRACT.15.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY ASECONDARY CONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSEFUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALLSPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSALOF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.16.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM ORUNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, ANDLOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUSWASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIEDCRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE INCLEANING UP SMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED,DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALLCORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIREDDISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.17.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTIONARE NOT ALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATEROR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILLATTACHED, UNLESS THE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGEAREA AT THE END OF EACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIREDJOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTSTHAT POSE A POLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSEDOF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITHTHE MANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIREDDISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.18.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OFON A REGULAR BASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THESITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDEREDINCIDENTAL TO THE CONSTRUCTION CONTRACT.19.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITEDTO THE FOLLOWING:·RAPID STABILIZATION METHODS ON SLOPES·WATER ON ROADWAYS AND GRADED AREAS·ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDEPETROLEUM EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACTAS PER SPECIFICATIONS.20.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OFCONSTRUCTION ACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150·ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDESDEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTIOND. DEWATERING AND BASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OFTHE CURB AND OUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED ANDMAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITHDOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSEDSOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULDHAVE OUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADINGAND/OR UTILITY PLAN AND AT THE APPROVAL OF THE OWNER.21.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TOSTABILIZED ARES WITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGESHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES ANDDISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWERINFRASTRUCTURE BY NON-EROSIVE MEANS.22.WORK NEAR OR IN IMPAIRED WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY ORPERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITHCOMMON POINT OF DISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FORADDITIONAL NOTES AND REQUIREMENTS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS"·SEE PERMIT FOR ADDITIONAL NOTES AND REQUIREMENTS23.INFILTRATION/FILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADEAND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECTAREA.·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILYUNTIL AREA CAN BE FINAL GRADED AND STABILIZED66 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.0SITE DETAILS1C8.02C8.03C8.04C8.05C8.06C8.07C8.067 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.1ADA DETAILS1C8.12C8.13C8.14C8.168 1C8.22C8.2DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.2ADA DETAILS69 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.3EROSIONCONTROL DETAILS1C8.32C8.33C8.34C8.35C8.36C8.370 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.4UTILITY DETAILS1C8.42C8.43C8.44C8.45C8.46C8.47C8.48C8.471 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.5UTILITY DETAILS1C8.52C8.572 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\C8.0-CIVIL DETAILS.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N I hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalEngineer under the laws of theState of Minnesota.53735Peter S Moreau, PEHEMPEL COMPANIESC8.6STORM SEWERDETAILS1C8.62C8.63C8.64C8.66C8.65C8.67C8.6RETENTION BASIN CONSTRUCTION SEQUENCING1.Install appropriate temporary erosion control devices to preventsediment from leaving or entering the practice during construction.2.All down-gradient perimeter sediment control bmp's must be in placebefore any up gradient land disturbing activity begins.3.Perform continuous inspections of erosion control practices, especiallyafter each rainfall event.4.Install all utilities (water, sanitary sewer, electric, natural gas, phone,fiber optic, etc) prior to setting final grade of basin.5.Rough grade the site.6.Complete, stabilize, and vegetate all other site improvements.7.Construct and vegetate basin following stabilization of contributingdrainage area. Ensure that critical elevations, such as underdraininvert (if applicable), aquatic bench, and invert of overflow structure (ifpresent) are correct.8.Remove temporary erosion control devices after the contributingdrainage area is adequately vegetated.DEAD POOL VOLUME (>1,800 C.F. PER TRIBUTARY AREA, 3' MIN. TO 10' MAX. DEPTH)12WATER QUALITY VOLUMENURP DESIGN LEVEL 3 (WQV > 1.5" x REGULATED IMPERVIOUS AREA)WATER QUALITY VOLUME (WQV) ELEVATIONTOTAL STORAGE VOLUME ELEVATION915.50911.00909.00TOP OF BASINEMERGENCY SPILLWAYWQV ELEV.NWLBOTTOM OF BASIN3RETENTION BASIN GENERAL NOTES1.In the event that sediment is introduced into the basin during orimmediately following excavation, this material shall be removed fromthe basin prior to continuing construction.2.Design is based on the WQV draining within 48 hours maximum.MAX. 3L:1H SLOPERETENTION BASIN WITH STORMWATER REUSENOT TO SCALE902.00MAINTENANCEACCESS BENCH(SEE PLAN)BOULDER RETAINING WALLW/ FENCE (BY OTHERS)MAX. 3L:1H SLOPE915.00HWLCOMPACTED SUBGRADE (SEE STORMWATER MANUAL FOR SUBGRADE PREPARATION)4LINER MEETING MPCA LEVEL 1 REQUIREMENTS: MIN. 2' THICK CLAY LINEROR APPROVED EQUAL (COORDINATE WITH GEOTECHNICAL ENGINEER)907.50REUSE SHUTOFF ELEV.1.50'WESTEAST916.00909.20904.00902.00895.00909.00900.50909.503213473 ||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00RETAIL B10,600 SFFFE: 924.00RETAIL/REST. D13,300 SFFFE: 922.00DDDDD||||||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSSSSSSSSSSSDDGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTORMEDICAL30,000 SF(2 LEVELS)FFE: 916.002329SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||D30' BUILDING SETBACK30' BUILDING SETBACK10' PARKING SETBACK10' PARKING SETBACKBLUFF CREEK BLVD.SUNSET TRAILONLY>>>>>>>>>>|||||||| | | | | ||||||||||||||||||||||>>>>>>>>>>>>>>>>>>|||||FESINV = 912.67>>SSMHRE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)INV = 898.88 (8" PVC-N)INV = 898.91 (8" PVC-E)INV = 898.89 (10 PVC-W)FESINV = 912.78CBRE = 924.13INV = 912.95 (21" RCP-W)INV = 918.65 (15" RCP-N)INV = 918.65 (15" RCP-E)INV = 912.93 (24" RCP-SW)CBRE = 922.52INV = 913.84 (21" RCP-W)INV = 917.33 (15" RCP-N)INV = 913.646 (21" RCP-E)CBRE = 918.08INV = 913.25 (15" RCP-N)INV = 913.35 (15" RCP-W)CBRE = 917.95INV = 913.63 (15" RCP-W)INV = 913.55 (" RCP-S)CBRE = 918.07INV = 913.84 (15" RCP-E)CBRE = 918.19INV = 913.28 (15" RCP-E)INV = 913.21 (15" RCP-W)CBRE = 917.34INV = 911.28 (15" RCP-N)INV = 911.26 (15" RCP-E)CBRE = 915.50INV = 909.68 (15" RCP-W)INV = 909.67 (15" RCP-N)INV = 909.38 (15" RCP-E)CBRE = 913.60INV = 907.85 (15" RCP-W)INV = 907.81 (15" RCP-N)INV = 907.75 (15" RCP-E)CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)STMHRE = 916.21LYMAN BLVD.POWERS BLVD.100-RY HWL = 916.67BTM = 908.00BASIN 47PIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOKHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307OE OECBRE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)CBRE = 924.71INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)CBRE = 922.47INV = 917.72 (15" RCP-S)PROPOSED BUILDINGFFE = 925.35GFE = 924.93AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13P100-YR HWL=917.19BTM = 914.00PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKING AREA - 12 SPACESPROOF OF PARKING AREA - 7 SPACESDescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.0LANDSCAPE PLAN -OVERALLSCALE IN FEET016080SHEET L1.2SHEET L1.4SHEET L1.1SHEET L1.3SHEET L1.4SHEET L1.6SHEET L1.3SHEET L1.5SHEET L1.1 SHEET L1.2 SHEET L1.3 SHEET L1.4 SHEET L1.5 SHEET L1.6 LANDSCAPE NOTES1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTSTAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEINGEXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL ANDINSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBINGCODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARYFEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFYWITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMITFEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISELANDSCAPE REQUIREMENTSTOTAL OVERSTORY TREESCOMMERCIAL SITEOVERSTORY TREESCONIFEROUS TREESORNAMENTAL TREESTOTAL TREESREQUIREDPROPOSED2882882881661363LANDSCAPING REQUIRED:357 TREES REQUIRED FOR THE LAKE SUSAN DRAINAGE AREA PER THEAVIENDA REGIONAL STORMWATER PLAN; SHEET L2.1 DATED 3/1/26PREPARED BY LANDFORM.74 TREES LOCATED WITHIN THE AVIENDA APARTMENTS PLAN; SHEET L1.0DATED 6/25/25 PREPARED BY CIVIL SITE GROUP.8%10.3%LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEPARKING LOT PLANTINGAREA REQUIREMENTWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER74 ||||||||||||||||||||||RETAIL A10,600 SFFFE: 924.00D||||||||||||||||||||||||||||SSSSSGROCER65,570 SFFFE: 924.00 DOCK: 920.00FUELPUMPSTTEMP.GENERATORCOMPACTOR||||DSUNSET TRAIL>>>>>>|||||UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)CBRE = 924.72INV = 920.32 (15" RCP-W)INV = 919.41 (15" RCP-E)INV = 919.36 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALBUFFER YARD CLASS B- LYMAN BLVD.1,055 LINEAR FEET- 30' BUFFER YARD (.4 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 9 9UNDERSTORY TREES 1717SHRUBS 2626DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.1LANDSCAPEPLANNORTHWESTSCALE IN FEET06030SHEET L1.3LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBERSHEET L1.2 75 ||||||||||||||||||||||||||||||||||||||||||||||||||||||||RETAIL C60,000 SFFFE: 924.00RETAIL A10,600 SFFFE: 924.00||||||RETAIL B10,600 SFFFE: 924.00DDSS30' BUILDING SETBACK10' PARKING SETBACKLYMAN BLVD.IIIIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUESIG.BASESIG.BASEHHHIGHWAY EASEMENT PER BOOK 150 OF DEEDS, PG. 307BUFFER YARD CLASS B- POWERS BLVD625 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 13 13UNDERSTORY TREES 2515SHRUBS 3838DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.2LANDSCAPEPLANNORTHEASTSCALE IN FEET06030SHEET L1.4SHEET L1.1 LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER76 ||||||||||||||||||DD||||STORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00|||||||||||||||||||||||D>>>>||||RE = 923.89INV = 919.59 (15" RCP-N)CBRE = 924.14INV = 919.40 (15" RCP-S)INV = 919.34 (15" RCP-N)INV = 919.426 (15" RCP-W)CBRE = 924.65INV = 919.50 (15" RCP-S)PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 12 SPACESBUFFER YARD CLASS D- HIGH DENSITY RESIDENTIAL298 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 9 10UNDERSTORY TREES 1812SHRUBS 2734BUFFER YARD CLASS A232 LINEAR FEET- 25' BUFFER YARD (.4 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 1 4UNDERSTORY TREES 2 4SHRUBS 3 4DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.3LANDSCAPEPLANWESTSCALE IN FEET06030SHEET L1.5SHEET L1.4 SHEET L1.1LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER77 ||||||||||||||||||||||||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||||||||RETAIL/REST. D13,300 SFFFE: 922.00DDSTORMWATER BASIN 'B'SSSSRESTAURANT A5,030 SFFFE: 918.00RESTAURANT B6,000 SFFFE: 918.00POWERS BLVD.IIIIIIIIIIIIIIIIIIIBUFFER YARD CLASS B- POWERS BLVD415 LINEAR FEET- 30' BUFFER YARD (.4 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 4 4UNDERSTORY TREES 77SHRUBS 1010DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.4LANDSCAPEPLANEASTSCALE IN FEET06030SHEET L1.6SHEET L1.3 SHEET L1.2LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER78 |||||||||||||||||||||||||DSTORMWATER BASIN 'A'TOP:916.00EO:915.50HWL:914.90NWL:909.00BOT:902.00SDDMEDICAL30,000 SF(2 LEVELS)FFE: 916.00SRESTAURANT B6,000 SFFFE: 918.00RETAIL/REST. F6,000 SFFFE: 918.00|||||||||||||||| | | | ||||||||||||||||||||||||>>>>>>>>>>>>>>>>CBRE = 915.49INV = 910.15 (15" RCP-S)CBRE = 913.44INV = 908.24 (15" RCP-S)PROOF OF PARKINGAREA - 6 SPACESPROOF OF PARKINGAREA - 13 SPACESPROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTALPROOF OF PARKING AREA - 7 SPACESBUFFER YARD CLASS D- HIGH DENSITY RESIDENTIAL395 LINEAR FEET- 10' BUFFER YARD (1 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 12 12UNDERSTORY TREES 249SHRUBS 3636BUFFER YARD CLASS A232 LINEAR FEET- 25' BUFFER YARD (.4 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 1 4UNDERSTORY TREES 2 4SHRUBS 3 4DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.5LANDSCAPEPLANSOUTHWESTSCALE IN FEET06030SHEET L1.3SHEET L1.6 LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER79 |||||||||||||||||||||RETAIL/REST. E6,000 SFFFE: 915.00DRIVETHRU A2,400 SFFFE: 915.00||||||||||||DRIVETHRU B2,425 SFFFE: 916.00DRIVETHRU C2,100 SFFFE: 915.00STORMWATER BASIN 'B'TOP:909.50EO:909.00HWL:908.90BOT:895.00SSSSSSSRESTAURANT B6,000 SFFFE: 918.0030' BUILDING SETBACK10' PARKING SETBACKONLY|||| | | | | | |||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>POWERS BLVD.IIIIIIIIIIIIIIIIIIIUEUEUEUEUEUEUESIG.BASESIG.BASESIG.BASESIG.BASE>>BUFFER YARD CLASS A- COMMERCIAL570 LINEAR FEET- 20' BUFFER YARD (.6 EQUIVALENT)REQUIRED PROVIDEDOVERSTORY TREES 4 4OVERSTORY TREES 4 4UNDERSTORY TREES 77SHRUBS 1010DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL1.6LANDSCAPEPLANSOUTHEASTSCALE IN FEET06030SHEET L1.4SHEET L1.5 LEGENDPROPOSEDPROPERTY BOUNDARYSETBACK LINERIGHT OF WAY LINEEASEMENTCURB AND GUTTERHEAVY DUTYBITUMINOUS PAVEMENTLIGHT DUTYBITUMINOUS PAVEMENTCONCRETE SIDEWALKHEAVY DUTYCONCRETE PAVEMENTFENCERETAINING WALL (BY OTHERS)SIGNLIGHT POLETREE PROTECTION FENCEWATER MAINSANITARY SEWERSTORM SEWER|GGUEUTSDOEFLARED END SECTIONGASUNDERGROUND ELECTRICOVERHEAD ELECTRICTELEPHONE/FIBER80 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL2.0LANDSCAPEDETAILS ANDNOTES1L2.02L2.03L2.0MAINTAINED TURF NOTES:TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THEMN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW:1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD.TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BEFREE OF STONES LARGER THAN 1 12" INCHES IN ANY DIMENSION.2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACEELEVATION OF TRAIL, SLAB, CURB, ETC.3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPERTHAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY.4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHINGAND FERTILIZING. SEED MIXTURES HALL BE APPLIED PER THE APPLICATION RATES FOUND IN THE TABLESABOVE.5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL AHEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALLEROSION CONTROL BLANKET.6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATERUNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALESINSTALL EROSION CONTROL BLANKET.LOW MAINTENANCE TURF NOTES:1.DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCE IS MOW ONCEPER MONTH AT 5" HEIGHT2.DO NOT USE HIGH NITROGEN FERTILIZER3.OVERSEED THIN,BARE SPOTS IN FALL4.SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON5.IF SEEDED OUTSIDE OF SUMMER MONTHS, A COVER CROP OF WINTER WHEAT.GROUNDCOVER INSTALLATION NOTESPLANTING NOTES1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA.2.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATESTEDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITYREQUIREMENTS FOR PLANT MATERIALS.3.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN ORBALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.4.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.5.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORYBEFORE, DURING, OR AFTER INSTALLATION.6.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPEARCHITECT.7.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THEWORK SHOWN ON THE PLAN.9.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESSOTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR ANDPLANTS.10.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THECONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANTINSTALLATION.11.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONSENTIRELY AT HIS/HER RISK.11.1.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/111.2.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ANDLIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITYREQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCALPERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEENOBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE4.LANDSCAPE BOULDERS TO BE GRANITE, APPROXIMATELY 36" IN DIAMETER.5.ROCK MULCH TO BE 2" WASHED RIVER ROCK. INSTALL TO (3) THREE INCH DEPTH OVER NON-WOVENGEOTEXTILE FABRIC.LANDSCAPE GENERAL NOTES81 DescriptionRev.DateAVIENDA RETAIL CENTER CHANHASSAN, MN8/14/2026CITY SUBMITTALSheet Title:Project #:Drawn By:Checked By:Issue Date:26-104IFPM/JM08/14/2026G:\Shared Drives\Active Projects\Chanhassen\Avienda\CAD\Sheets\L1.0-LANDSCAPE PLAN.dwgProject Title: 800 LA SALLE AVENUE, SUITE 1250 MINNEAPOLIS, MN Client:Date: Lic. No.:Sheet:N O T F O R C O N S T R U C T I O N HEMPEL COMPANIESI hereby certify that this plan,specifications or report wasprepared by me or under mydirect supervision and that I am aduly licensed ProfessionalLandscape Architect under thelaws of the State of Minnesota.59119John R. Workman, PLAL2.1LANDSCAPEDETAILS1L2.12L2.1SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZETYPEQTYTREESSGACER FREEMANII `SIENNA GLEN`SIENNA GLEN MAPLEB & B2.5"CAL21ARRACER RUBRUM 'RED ROCKET'RED ROCKET RED MAPLE2.5" CAL.B&B28CMACER X FREEMANII `ARMSTRONG`ARMSTRONG FREEMAN MAPLEB & B2.5"CAL25RBBETULA NIGRA `CULLY` TMHERITAGE BIRCHB & B2.5"CAL18DPBETULA PLATYPHYLLA `FARGO` TMDAKOTA PINNACLE BIRCH2.5" CAL.B&B13HBCELTIS OCCIDENTALISCOMMON HACKBERRYB & B2.5"CAL27GBGINKGO BILOBA `AUTUMN GOLD` TMMAIDENHAIR TREEB & B2.5"CAL28IHGLEDITSIA TRIACANTHOS `IMPERIAL`IMPERIAL HONEYLOCUSTB & B2.5"CAL21GDUGYMNOCLADUS DIOICUS `UMNSYNERGY`TRUE NORTH™ KENTUCKY COFFEETREEB & B2.5"CAL13SOQUERCUS BICOLORSWAMP WHITE OAKB & B2.5"CAL9BOQUERCUS MACROCARPABURR OAKB & B2.5"CAL13RPQUERCUS ROBUR X WAREI`LONG`REGAL PRINCE OAK2.5" CAL.B&B28ROQUERCUS RUBRARED OAKB & B2.5"CAL8BLTILIA AMERICANA `BOULEVARD`BOULEVARD LINDENB & B2.5"CAL17PEULMUS AMERICANA `PRINCETON`AMERICAN ELMB & B2.5"CAL20SUBTOTAL:289CONIFERSBSPICEA GLAUCA DENSATABLACK HILLS SPRUCEB & B15SUBTOTAL:15ORN. TREESACBAMELANCHIER CANADENSIS `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE SERVICEBERRYB & B2"CAL12HTCRATAEGUS CRUS-GALLI `INERMIS`THORNLESS HAWTHORNB & B2.5"CAL8CCMALUS X `COARALBURST`CORALBURST CRABAPPLEB & B2"CAL11SSMALUS X `SPRING SNOW`SPRING SNOW CRAB APPLEB & B2"CAL6JLSYRINGA RETICULATAJAPANESE TREE LILACB & B2"CAL5ILSYRINGA RETICULATA `IVORY SILK`IVORY SILK JAPANESE TREE LILACB & B2"CAL19SUBTOTAL:61PLANT SCHEDULE82 PH (952) 227-1100 • ChanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Application: Planned Unit Development Amendment (Planning Case #2026-13) Staff Report Date: September 9, 2026 Drafted By: Eric Maass, Community Development Director Planning Commission Review Date: September 15, 2026 City Council Review Date: October 12, 2026 Summary of Request: The Applicant has submitted a request to amend the Avienda Planned Unit Development (PUD) ordinance. Specifically, the Applicant has outlined eleven (11) amendment requests which have been reviewed by city staff. Those requested amendments include the following: 1. Fuel Island within District 1 2. Stormwater pond expansion 3. Definitfon of “Entertainment” and removal of “Car Wash” as a permitted use 4. Sportfng Goods & Entertainment Store Size 5. District 1 Use Amendment 6. District 1 and 2 Amendment for Housing 7. District 1 and 2 signage 8. District 3 Signage 9. District 1 Setbacks 10. Buffer and Landscape Standards 11. Shared Parking Applicant: Hempel Holdings LLC “Applicant” Property Owner: Level 7 Development Present Zoning: PUD-Regional Commercial 2040 Land Use Designation: Commercial Acreage: 65.85 83 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Location: Unassigned property address PID: 25.1020020 Proposed Motion: Motfon to adopt the attached Findings of Fact and Recommendatfon recommending approval of the requested Planned Unit Development Ordinance Amendment subject to the conditfons included in the staff report dated September 9, 2026 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city’s discretfon in approving or denying a rezoning is based on whether the requested zoning district is an eligible zoning district based on the land use designatfon for the property as identffied by the City’s Comprehensive Plan. The requested rezoning must be consistent with the City’s Comprehensive Plan. This is a legislatfve decision. COMMUNITY ENGAGEMENT The Applicant held a neighborhood meetfng on August 13, 2026. This neighborhood meetfng was attended by approximately 100 attendees. APPLICABLE REGULATIONS • Chapter 20, Article 20-VIII Planned Unit Development District • Ordinance No. 696 ENVIRONMENTAL PROTECTION DISTRICTS 84 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 • Wetland Protection – Wetlands are located south of the approved Chanhassen Community Center. • Bluff Protection – No bluffs on the property. • Shoreland Management – Not within a shoreland management district. • Floodplain Overlay – Not within a floodplain overlay district. LAND USE DESIGNATION The property is designated as “Commercial” land use in the 2040 Future Land Use map. EXISTING PUD ORDINANCE DISTRICT MAP 85 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Modified PUD Ordinance District Map Planned Unit Development (PUD) Request Analysis Applicant Request 1: Amend Sectfon C(7) of the PUD to permit fuel islands, defined as an island containing up to four fuel pumps with up to 8 individual vehicular fuel filling locatfons, as an accessory use to the grocery store within District 1. This use is consistent with modern grocery formats, is not considered a drive through accessory, and enhan ces convenience for patrons, as well as eliminates any reason for a freestanding gas statfon. Staff Review: Amending to allow fuel pumps as an accessory use only to the principal grocery store use provides adequate restriction such that no standalone gas station would be permitted within the Avienda development. Applicant Request 2: Amend the master plan to (i) allow the additfon of a second primary regional stormwater pond in the central portfon of District 2 and (ii) increase the size of the 86 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 existfng regional stormwater pond located at the eastern edge of District 2. The central pond will be thoughtiully integrated with a surrounding pedestrian trail, enhanced landscaping, site lightfng, restaurant(s), and a multf-purpose open plaza to create an amenity that serves both functfonal and placemaking purposes. Staff Review: The currently approved master plan within the Avienda PUD anticipated underground stormwater vaults as part of the future stormwater management design. The proposed central stormwater pond, if properly designed and maintained, can serve as a community amenity while still fulfilling the necessary stormwater management functions. Pedestrian connections from the surrounding areas of development to this central pond and gathering area are crucial to maintaining the pedestrian appeal of the overall development. Applicant Request 3: Revise Sectfon B – Design Standards second sentence of the District 2 site development patterns to read: “Including 53 rowhomes and up to 417 apartments and the entertainment area as generally depicted on the plan in the area directly adjacent to district 2 central pond, including outdoor plaza, outdoor seatfng, walking trails, and restaurants; and revise sectfon C – Development Plans and Regulatfons, Permitted Uses, Paragraph 1 to read “Entertainment: Amusement, recreatfon, hospitality, food service, outdoor public gathering space, and entertainment uses.”; and; Remove Car Wash as an allowed use from Sectfon B – Design Standards, site development patterns for District 3; and, Revise Sectfon C – Development Plans and Regulatfons, Permitted Uses, Paragraph 8.a. to remove a car wash as a permitted use by deletfng the words “except for one full service car wash in District 3”. Staff Review: Currently approved residential developments within District 2 already include 53 rowhomes and a 412-unit apartment building. Staff is supportive of the proposed amendment to Section B. Staff is also supportive of the proposed revisions to include uses as listed along with removal of “car wash” as an allowed use within District 3. Applicant Request 4: Amend the Retail Sales standards to add a sportfng goods store or entertainment use of up to 60,000 square feet of any single store. Contemporary sportfng goods and entertainment retailers frequently incorporate experientfal indoor and outdoor elements such as climbing walls, pickleball courts, bowling, batting and golf simulators, and interactfve training areas-which necessitate additfonal floor area and outdoor space. Staff Review: Staff is supportive of the proposed size of the co-anchor retail tenant space. Applicant Request 5: Amend Sectfon B – Design standards, site development patterns for District 1 to add at the end of the second sentence: “or a unit mixed -use (multf-family/commercial) building that includes no more than 200 dwelling units and not less than 7,500 square feet of commercial use that is open to the public.” 87 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Staff Review: Currently that section of the PUD reads as follows: “District 1 – Retail – provides a location for larger-scale in-line and stand-alone retail entertainment uses. Could also include a 150-unit housing in the northwest corner.” The concept of allowing an apartment building with ground floor commercial space within District 1, outside of the northwest corner of the district, was not proposed for city or public review/comment prior to the formal application and is considered by the developer as an alternative to explore in the years to come in the event a second retail anchor is not secured. As a result, the below analysis is intended to review the residential aspects of Avienda as a whole. The current PUD allows for up to 768 housing units in the PUD. Residential Projects Number of homes Avienda Villas 39 Avienda Rowhomes 53 Avienda Apartment 412 Total: 504 With the placement of the Chanhassen Community Center, the 300 units of senior housing anticipated within District 4 is no longer possible. Additionally, with the anticipated strictly commercial development in the northwest corner of District 1, up to 150 units of multifamily housing will also not be constructed in that area. Based on the maximum allowed housing units of 768, a total of 264 units have not been constructed. The draft ordinance includes a conditional use of housing allowed in District 1 of up to 200 units with a minimum of 10,000 square feet of public leaseable space on the ground floor as a basis for discussion. Staff will request feedback from the Planning Commission regarding its support, or concern, with this concept of a vertical mixed use building in District 1, including any potential special conditions such as amenities, affordability, unit mix, etc., which it may desire in order to support this portion of the amendment. Applicant Request 6: Revise Sectfon C – Development Plans and Regulatfons, Permitted Uses, Paragraph 6.d. to read “Apartment buildings, including mixed use buildings, with up to 417 dwelling units.” Staff Review: This proposed revision aligns with the proposed revision under request #5 and is dependent upon the city’s support or lack thereof for that requested amendment. At this time, staff has included this language under a conditional use within the Avienda PUD ordinance. 88 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 Applicant Request 7: Amend Sectfon H.2 to allow up to eight (8) individual tenant panels per off- premise directy sign, with a maximum combined tenant panel area of 64 square feet per sign. This modificatfon improves wayfinding and tenant visibility while maintaining controlled sign scale. Signage design appearance shall remain consistent with the PUD, except for modificatfon necessary to accommodate the signage panels. Staff Review: The proposed revision to modify from three larger signs to eight signs using a similar total area of 64 square feet. Staff anticipates this being an improved sign aesthetic while also giving greater visibility to a greater number of future commercial tenants. The below image is included in the current Avienda PUD to demonstrate location of signage. Applicant to provide an update to this figure with proposed signage locations by sign type. Applicant Request 8: Amend Sectfon H to allow a “large off-premise directory sign”, directly adjacent to the southernmost project identfficatfon sign at district 3. The large off-premises directory sign shall be constructed with design intent and materials consistent with the other off-premises directory signs. The large off premise directory sign shall be dedicated to commercial uses within district 1 and district 2. The large off premise directory sign shall have a maximum height of 30 feet and shall contain no more than 8 tenant sign panels. The individual sign panels shall not exceed 24 square feet, however, the anchor commercial tenant as designed 89 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 by the developer may combine two sign panels for a total of 48 square feet. The maximum combined tenant panel area of the large off premise directory sign is 192 square feet. This modificatfon provides visibility to the existence of Avienda commercial uses at Highway 212. Staff Review: The City currently does not allow for large off premise directory signage, i.e. billboards. Staff does not recommend this request be implemented with a PUD amendment. Applicant Request 9: Retail building D requires a decreased setback to 15’ to allow for a building depth that meets market requirements. The positfon of Building D also allows for increased green space at the central aisle while stfll preserving buffer area along Powers Blvd. Staff Review: Staff supports a reduced setback for building D to expand green space and pedestrian connections within the Avienda development. Applicant Request 10: The project will exceed the total amount of trees and shrubs required by city landscape ordinance; however, due to the desire for visibility of the commercial uses (less buffering), we are requestfng a reductfon in the quantfty requirement of understory trees within the buffer yards as defined by City ordinance. Staff Review: Staff supports the concept for the relocation of buffer plantings to the interior of the Avienda development to balance planting requirements with the desire for commercial building visibility to nearby roadways. Quantities of plantings will be determined during site plan review for specific components of the development. Applicant Request 11: The PUD shall include flexibility to utflize shared parking at the developer’s discretfon. A reciprocal easement and operatfons agreement (REOA) was previously recorded and covers the entfre commercial portfon of the development and governs how parking and common spaces will be used and maintained. Staff Review: Staff supports parking flexibility to utilize shared parking and maximize the use of planned surface parking spaces, and avoid unused parking spaces to the greatest extent practicable. WATER RESOURCES ANALYSIS The applicant is requestfng a Planned Unit Developments (PUD) amendment for a retail center project located within the Avienda Development. The proposal includes improvements to the site consistfng of commercial retail development and new regional stormwater management features. Plans prepared by Measure Group, and a Stormwater Report prepared by Landform Professional Services, LLC, both dated August 14, 2026, were reviewed by staff. 90 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 ACCESS The project site is located in the south central portfon of Chanhassen. The City of Chanhassen owns and maintains Sunset Trl and Bluff Creek Blvd adjacent to the site. Carver County owns and maintains Lyman Blvd (County Road 18) and Powers Blvd (County Road 17). Work proposed within or adjacent to this public right-of-way will likely require a permit from Carver County. The applicant shall coordinate with all applicable agencies to confirm permitting requirements. Proof that all required permits have been obtained shall be submitted prior to recording the final plat. GRADING & DRAINAGE The project area consists of a single parcel and is located off Bluff Creek Blvd south of Lyman Blvd and west of Powers Blvd. The site is an empty lot that was mass graded from earlier phases of the Avienda Development and contains two temporary stormwater basins. One basin is in the south central portfon of the site and the other is in the southeastern portfon of the site. Under current conditfons, the western 75% of the site drains to the temporary south central stormwater pond, while the eastern 25% of the site drains to the southeastern stormwater pond. The south central stormwater pond drains into the southeastern stormwater pond, which outlets to a culvert crossing located at the southeast corner of the property underneath Powers Blvd and eventually reaches Lake Susan. This site is part of the Avienda master regional stormwater plan. It is critfcal that Avienda Retail plan, the 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 future submittals of the Avienda Retail Center. Plans must meet all applicable rules from the City and the watershed district. Under proposed conditfons, the site will be developed to accommodate a new retail center including parking lots and business buildings. Overall drainage patterns will remain generally consistent with post-mass grading conditfons. Two regional stormwater basins are proposed to treat runoff from the new impervious surfaces. Stormwater from the northern two -thirds of the site will be collected by storm sewer and conveyed to the south central stormwater pond. This basin will discharge to the expanded southeast stormwater pond, which also collects stormwater from the southern third of the site via storm sewer. The site will discharge via the existfng culvert crossing east of the southeast basin underneath Powers Blvd. Small portfons of pervious areas around the perimeter of the site will drain offsite without treatment. The applicant noted a potentfal need for a variance for floodplain storage requirements. If necessary, a future variance request will need to be coordinated with Riley Purgatory Bluff Creek Watershed District (RPBCWD) to confirm approval, as the variance is tfed to both City and watershed rules. 91 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorizatfon to Discharge Stormwater Associated with Constructfon Actfvity Under the Natfonal Pollutfon Discharge Eliminatfon/State Disposal System (NPDES Constructfon Permit). The applicant has submitted an erosion control plan and a Storm Water Pollutfon Preventfon Plan (SWPPP). No earth disturbing actfvitfes may occur untfl an approved SWPPP is developed. This SWPPP shall be a standalone document consistent with the NPDES Constructfon 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 identffied and as other conditfons change. An approved SWPPP shall be submitted prior to recording the final plat. All erosion control shall be installed and inspected prior to initfatfon of site grading actfvitfes. STORM WATER MANAGEMENT Artfcle VII, Chapter 19 of the City Code establishes the required stormwater management development standards. Sectfon 19-141 states that these standards must be reflected in plans prepared by developers and project proposers in the design and layout of si te plans, subdivisions, and water management features. The standards require abstractfon of runoff and water quality treatment sufficient to achieve removal of 90 percent total suspended solids (TSS) and 60 percent total phosphorus (TP). The proposed project is located within the jurisdictfon of the Riley Purgatory Bluff Creek Watershed District (RPBCWD) and is therefore subject to the watershed’s rules and regulatfons. A RPBCWD permit from the watershed district will be required for final plat approval. A Stormwater Management Report has been submitted for review to verify compliance with all applicable stormwater management requirements, including rate control, volume abstractfon, and water quality treatment. All review comments from both the City and the watershed district must be addressed prior to approval. A PUD amendment was requested for stormwater pond expansion, including adding a second regional stormwater pond and increasing the size of the existfng regional basin. The regional stormwater plan included use of one large regional basin for irrigatfon reuse for the site. It is unclear in proposed conditfons if both ponds will be used for reuse or only the south central basin. The applicant shall provide supportfng documentatfon including water balance and irrigatfon calculatfons to confirm irrigatfon capacity that will be stored within the reuse basin. It is recommended to follow Carver County Watershed Management Organizatfon standards for irrigatfon reuse, which accounts for different rainfall conditfons and assumes irrigatfon of 1” per week over pervious surfaces. The applicant shall also confirm that each of the proposed regional basins are sized appropriately for their respectfve tributary drainage area. Please confirm private maintenance responsibility and ownership of the stormwater ponds, as maintenance demands on two basins will generally be more than that of one basin. The basins 92 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 shall have proper graded maintenance access. These things shall be provided prior to PUD amendment approval. The site is proposing to meet rate control, water quality, and volume abstractfon through two regional stormwater basins and a Jellyfish structure. Additfonal informatfon on the reuse basins and the Jellyfish filter is needed from the applicant. Provide do cumentatfon from the supplier for the Jellyfish Filter mechanical treatment device TP and TSS removals to confirm the removal percentages claimed. Please confirm if the southeast stormwater basin is a reuse basin or not, and update the plans, SWMP, and associated water quality models accordingly. Required freeboard is currently met for the adjacent on-site buildings from the stormwater ponds, though freeboard shall be analyzed for all low points onsite including storm sewer inlets. The applicant shall submit final versions of the stormwater modeling (HydroCAD) and the Stormwater Management Report addressing all outstanding comments and confirming compliance with rate control, volume abstractfon, and water quality standards as part of final plat approval. Stormwater discharged from the site is routed directly to right-of-way areas owned by Carver County. As a result, permits will likely be required from this agency to verify that stormwater requirements are met and that the proposed design will not adversely impact downstream systems. The applicant shall provide proof of all required permits prior to final plat approval The applicant shall prepare an Operatfon and Maintenance (O&M) Plan for the private stormwater infrastructure onsite. Maintenance of private stormwater systems is required in perpetuity. The O&M Plan must be approved by the Water Resources Engineer, or the ir designee, and recorded against the benefitfng property. Drainage and Utflity (D&U) easements encompassing the HWLs of BMPs along with emergency overflow routes shall be recorded. The applicant shall also provide an encroachment agreement and documentatfon for private ownership of the retaining wall that is proposed in the stormwater ponding areas. The stormwater O&M plan and agreement, D&U easements, and encroachment agreement shall be recorded prior to approving the final plat. RECOMMENDATION Staff recommends approval of the requested PUD Amendment as outlined by this staff report. Staff Conditions 1. Applicant to provide a rendered site plan for the entirety of Avienda to be included as a reference in the Avienda Ordinance under section C. Development Plans and Regulations as an update to the current Development Plan DP8.2 dated September 8, 2022, which is currently referenced in the ordinance. 93 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 2. Avienda Retail Center Development Plan dated August 14, 2026 prepared Measure Group and submitted as part of the PUD amendment shall be updated as follows: a. Sidewalks on the west side of the plan shall be updated to connect with planned and constructed sidewalks from the Avienda Apartments development. b. The primary pedestrian path between the central pond area and the Grocer building shall have landscaping along the entire corridor as well as intermittent pergola or other shade structures. A marked crosswalk should be shown where this primary pedestrian connection would direct people to the grocer building. c. Sidewalk shall be added on the east side of the main drive aisle west of the Drive Thru B building and a crosswalk shall be added connecting the Drive Thru B area with the central pond/retail/restaurant area at the southernmost part of the “tabletop” portion of the roadway. d. Trail to be added on south side of Lyman Boulevard as well as sidewalk on the eastern side of Sunset Trail. e. Site furnishings, including but not limited to benches and bike racks, will be reviewed during individual site plan review to determine the most appropriate number and locations. 3. Applicant to provide an updated site plan for Avienda identifying requested sign locations by sign type to be included in the ordinance. 4. Relocate Bluff Creek Blvd and Powers Blvd Buffer Yard planting tables on landscaping plan sheet L1.6 viewport so they are completely visible. 5. Planting schedule to be reviewed for conformance with diversity requirements during site plan review. 6. At site plan review, the applicant shall provide irrigation calculations to confirm irrigation capacity utilizing the stormwater reuse basin, confirm that each of the proposed regional basins are sized appropriately for their respective tributary drainage area, and confirm private maintenance responsibility and ownership of the stormwater ponds prior to PUD amendment approval. 7. The applicant and their design Engineer shall work with City staff in amending the plans, dated August 14, 2026, prepared by Measure Group, to fully satisfy plan comments and concerns. Final construction plans will be subject to review and approval by staff. 8. It is the applicant’s responsibility to ensure that permits are received from all other applicable 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, MDH, MPCA, etc.). The applicant shall submit verification that all applicable permits have been secured prior to commencement of construction activities. 9. The applicant shall provide an updated set of master stormwater plans to verify the design of the Avienda Retail site works with the overall stormwater buildout. The updated plans shall be submitted as part of future submittals of the Avienda Retail Center. 10. The applicant will be required to secure conditional approval from the watershed district prior to submitting final plat application to the City. 11. At site plan review, the applicant shall provide additional design information including documentation from the supplier for the Jellyfish Filter mechanical treatment device TP and TSS removals to confirm the removal percentages claimed. 94 PH (952) 227-1100 • C hanhassenMN.gov 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA • 55317 12. At site plan review, the applicant shall provide final versions of hydrologic and hydraulic (H&H) and water quality modelling with the final plat submittal. 13. With subdivision and site plan review, the applicant shall develop an Operations and Maintenance plan and agreement for all proposed private BMPs onsite. The plan shall include the inspection frequency, maintenance schedule, and responsible party. An Operations and Maintenance plan shall be submitted with the final plat, and the agreement recorded prior to final plat approval. 14. At subdivision or site plan review, the applicant shall provide drainage and utility easements encompassing high water levels (HWLs) of BMPs and emergency overflow routes prior to final plat approval. 15. At subdivision or site plan review, the applicant shall provide an encroachment agreement and documentation for private ownership of the retaining wall that is proposed in the stormwater ponding areas. The encroachment agreement shall be recorded prior to final plat approval. 95 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. XXX AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY AMENDING THE AVIENDA PLANNED UNIT DEVELOPMENT AND STANDARDS AND GUIDELINES FOR REGIONAL/LIFESTYLE CENTER COMMERCIAL PLANNED UNIT DEVELOPMENTS THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is amended by amending the Avienda Planned Unit Development Design Standards in its entirety as follows: DEVELOPMENT DESIGN STANDARDS A. Intent The use of Planned Unit Developments (PUD) for regional/lifestyle center commercial purposes should result in a reasonable and verifiable exchange between the city and the developer. This district is intended to provide for the development of regional and community scale integrated retail, office, business services, personal services, and services to the traveling public near freeway interchanges. It shall strive to create a self-sustaining pattern of land uses with cultural, employment, entertainment, housing, shopping, and social components. The regional/lifestyle center commercial district is a mixed commercial district with retail and entertainment uses of a scale and function that serves a regional market. The physical environment emphasizes an attractive, comfortable walking experience for shoppers and visitors. It shall be designed to serve pedestrian and mass transit users as well as automobile traffic. Centers of this type, generally, have at least two major retail anchors and are characterized by the diversity of mixed retail and service uses. Uses within this district should complement existing retail users in the other commercial districts. Development of these centers shall be planned as a group of organized uses and structures to accommodate a sensitive transition between commercial activities such as loading, parking of automobiles, lighting, and trash collection, and surrounding residential uses. Such centers shall be designed with one theme, similar architectural style, similar exterior building materials, and a coordinated landscaping theme, but shall avoid monotony in design and visual appearance. Vehicle and pedestrian access are coordinated and logically linked to provide a comprehensive circulation system. B. Design Standards Unless otherwise provided in the PUD, the design standards shall follow the Chanhassen City Code Chapter 20, Article VIII Division 1. 20-509. - STANDARDS AND GUIDELINES FOR REGIONAL/LIFESTYLE CENTER COMMERCIAL PLANNED UNIT DEVELOPMENTS and 96 Page | 2 Article XXIII, DIVISION 7. - DESIGN STANDARDS FOR COMMERCIAL, INDUSTRIAL AND OFFICE-INSTITUTIONAL DEVELOPMENTS. Applies to District 1,and 2 and 3. Chapter 20 DIVISION 9. - DESIGN STANDARDS FOR MULTIFAMILY DEVELOPMENTS and the Avienda Development Design Guidelines. Applies to Districts 3 and 4 and 5. 97 Page | 3 September 815, 20222026 The Master Plan identifies fourfive distinct districts within Avienda. Each of these districts (outlined on the plan abovebelow) is defined by specific site development patterns and perhaps a distinctive character or image. The sub-districts complement one another as part of the overall plan. The districts are shown on the attached District Map above. They include: • District 1 – Retail Village – provides the widest variety, highest density, and greatest intensity of development with extensive pedestrian connectivity and a minimum of two seated restaurants in addition to other fast casual restaurants. One sit down restaurant adjacent to the central stormwater feature shall be approved for constructed prior to approvals being given for an accessory drive thru for a coffee, café, or fast casual restaurant. The central stormwater feature shall have at least one fountain and shall be maintained at all times, free of standing algae. • District 2 – Institutional and Commercial Entertainment – This area will be anchored by a city owned and operated community center and could be surrounded by additional entertainment opportunities, commercial service or retail businesses, lodging and sit down restaurants. • District 3 – Multi-Family – provides an opportunity for high density housing including up to 412 apartments. 98 Page | 4 • District 4 – Low Density Residential – provides opportunities for small lot homes including 39 townhomes and 53 rowhomes. • District 1 - Retail – provides a location for larger-scale in-line and stand-alone retail entertainment uses. Could also include a 150-unit housing in the north west corner. • District 2 - The Village – provides the broadest variety, highest density, and greatest intensity of development, encouraging both vertical and horizontal mixed use. Including 53 rowhomes and up to 417 Apartments, with a minimum of 25,000 square feet of entertainment. Common/public space shall be included in this district as well as two seated restaurants in addition to other fast casual restaurants. • District 3 Mixed Use - 10 acres or approximately 60 percent of the area in District 3 shall be developed as amusement/recreation/entertainment use. These uses include golf entertainment, hockey rinks, indoor amusement arcades, convention/ performance center. The principal amusement/recreation/ entertainment use shall be constructed prior to the approval of any accessory uses; hotel, retail/restaurant, carwash, or office use. • Sub-District 4 - Multi-Family – provides opportunities for high density senior or rental apartments. Includes up to 300 Senior Housing units. • Sub-District 5 - Low Density Residential – provides opportunities for small lot homes. Includes 39 townhomes that have received preliminary plat approval. C. Development Plans and Regulations The PUD must be maintained in accordance with the following development plans which are on file with the city, and which are incorporated herein: 1. Final Plat dated October 28, 2021 2. Development Plan DP8.2 dated September 8, 2022 3. Avienda Design Guidelines updated September 8, 2022 Permitted Uses 1. Entertainment: Amusement/recreation/entertainment use or substantially similar as reviewed by the Design Review Committee (DRC) and the Community Development Director. 2. Retail sales: a. Department stores not to exceed 25,000 square feet per store, stores that carry an assortment of merchandise from all the other categories. Such establishments may include but are not limited to department stores, discount stores, and similar establishments. a.b. Sporting goods store or indoor entertainment use of up to 60,000 square feet of any single store or use. b.c. Supermarkets and other food and grocery stores such as butcher shops and fish markets, fruit and vegetable markets, dairy products stores, candy, nut, and confectionery stores and retail bakeries not to exceed a total of 98,000 square feet. c.d. Apparel and accessory stores not to exceed 20,000 square feet per store. 99 Page | 5 d.e. Home furnishing stores selling interior decorating supplies, such as paint, light fixtures, and décor. Such stores may not exceed 40,000 square feet for any single store. e.f. Clothing and apparel stores, including shoes, jewelry, accessories, etc. f.g. Drug stores and pharmacies. g.h. One home and furniture store which includes furniture store, home improvement center, electronic store, appliance store, and similar establishments not to exceed 50,000 square feet. h.i. Farmers market. 3. Hospitality and food service establishments including: a. Bars and taverns. b. Cafes, delicatessens, food catering establishments. c. Coffee shops and cafes. d. Patio/al fresco dining facilities; Accessory to a principal use. e. Restaurants. 4. Hotels: a. One hotel is permitted in either District 1 or District 2.in the Mixed-Use District. 5. Services: a. Personal Services i. Professional offices: banking, insurance, legal services, and real estate, etc. ii. Financial institutions. iii. Health and recreation clubs, industries, and services. iv. Health services: Offices of doctors, dentists, optometrists, etc. v. Dry cleaning, laundry, and garment services. b. One dDaycare center, childcare centers, preschools and Montessori school, not to exceed a total of 16,000 square feet for all such uses. 6. Housing: Residential development in the regional/lifestyle center commercial PUD may only occur in multiple-family dwellings. a. Senior housing developments are limited to two sites and are not to exceed 150 units per building. Senior housing (55 Plus) includes owner, rental or service enriched. b.a. Low Density Residential homes, District 45, shall be a Density of 3-6 units an acre and can include detached townhomes and twin homes. c.b. Fifty-three (53) rowhomes density of 8 units an acre in part of District 42. d.c. Apartments units with number of 412 in District 3. e.d. The total number of housing units in the PUD shall not exceed 768. 7. Other uses: a. Retail businesses or service establishments that generally provide commodities or services and that are judged by the Community Development Director (1) to be similar in character and operation to the permitted uses described above; (2) to be closely complementary and to enhance the permitted uses; and (3) to be compatible with the intent and purposes of the Avienda Village Regional Lifestyle Center PUD. 100 Page | 6 b. Drive-through accessory to a permitted use. (A maximum of four shall be permitted in Avienda. In District 1 the two permitted drive-throughs can be associated with the grocery or pharmacy or bank. b.c. Fuel islands allowed as an accessory use and defined as containing up to four fuel pumps with up to eight individual vehicular fuel filling locations, as an accessory use to the grocery store within District 1. The fuel island accessory use is not considered a drive thru accessory use. Conditional Uses 1. Housing a. One vertical mixed use apartment building with up to 200 units allowed within District 1 with a minimum of 10,000 square feet of public leasable commercial space on the ground floor. 2. Entertainment a. Outdoor entertainment within District 2, east of the Chanhassen Community Center. Prohibited Uses 1. Auto related including stand alone gas stations, tires, repair, car wash, etc. except for one full- service car wash in District 3. 2. Truck, motorcycles, boats, etc. sales. 3. Club warehouse including wholesale. 4. Gaming Establishments Other comparable or superior materials may be approved by the DRC and the Community Development Director. D. Minimum Setbacks Building setbacks shall follow Chapter 20, Article VIII Division 1. 20-509. - STANDARDS AND GUIDELINES FOR REGIONAL/LIFESTYLE CENTER COMMERCIAL PLANNED UNIT DEVELOPMENTS. Setbacks may be waived or reduced by the City Council when it is demonstrated that pedestrian connectivity, environmental protection, or and design will be enhanced. E. Development Site Coverage and Building Height 1. The PUD standard for hard surface coverage is 70% for the overall development. Individual lots may exceed this threshold. 2. More than one (1) principal structure may be placed on one (1) platted lot. 3. The maximum building height shall be: a. District 1 - Retail Village District - 1 story 1) Hotel – 4 stories (excluding underground parking) 2) Offices – 3 stories (excluding underground parking) 3) Apartment - 5 stories (excluding underground parking but not first floor commercial) 4) Commercial Services/Commercial Retail - 2 story 5) Restaurants - 2 story 1)6) Entertainment - 2 story b. District 2 - Institutional and Commercial EntertainmentVillage District 1) Hotel – 4 stories (excluding underground parking) 101 Page | 7 1)2) Community Center – 2 stories 2) Apartment - 5 stories (excluding underground parking) 3) Retail - 12 story 4) Restaurants - 12 story 5) Entertainment - 2 story c. Mixed Use District Hotel - 3 stories (excluding underground parking) Retail - 1 story Offices - 3 stories (excluding underground parking) d. District 3 - Multi-family District 1. Apartment - 5 stories (excluding underground parking) the combined senior housing shall not exceed five (5) stories in height. e. District 4 - Low Density Housing District - 35 feet 1. Detached townhomes and rowhomes – 35 feet F. Parking Requirements 1. Parking shall follow Chanhassen City Code ARTICLE XXIV. - OFF-STREET PARKING AND LOADING. Shared parking between complementary uses shall be accepted throughout the development to minimize surface parking. 2. There is no minimum parking setback when it abuts, without being separated by a street, another off-street parking area. 3. Code Drive-Through Facilities. Drive-throughs must comply with the standard of the City Code 20-963 and where appropriate, the city and developer may prepare a vehicle stacking study to determine whether more orf less stacking shall be required for a particular use. 3.4. Parking lots are not permitted to have individual dumpster or trash enclosures. Management of dumpsters and trash shall be managed internally to principal structures. G. Landscaping Plan An overall landscaping plan is required. The plan shall contain the following: 1. Boulevard plantings. Located in front yards shall require a mix of over-story trees and other plantings consistent with the site. Landscaped berms shall be provided to screen the site from major roadways, railroads, and less intensive land uses. In place of mass grading for building pads and roads, stone or decorative block retaining walls shall be employed as required to preserve mature trees and the site's natural topography. 2. Exterior landscaping and double-fronted lots. Landscaped berms shall be provided to buffer the site and lots from major roadways, railroads, and less intensive uses. Similar measures shall be provided for double-fronted lots. Where necessary to accommodate this landscaping, additional lot depth may be required. 3. Foundation and yard plantings. A minimum budget or plan for foundation plants shall be established and approved by the City. As each parcel is developed in the PUD, the builder shall be required to install plant materials meeting or exceeding the required budget or prior to issuance of certificate of occupancy or provide financial guarantees acceptable to the City. 102 Page | 8 4. Tree preservation. Tree preservation is a primary goal of the PUD. A detailed tree survey should be prepared during the design of the PUD and the plans should be developed to maximize tree preservation. 5. No fences shall be permitted between the required landscape buffer and arterial and collector roads. 5.6. Bufferyard Plantings. Bufferyard plantings may be relocated internally to the development site to preserve visibility to commercial businesses from those collector roadways. H. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business’s ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: a) Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service. b) Preserve and promote civic beauty and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination. c) Ensure that signs do not create safety hazards. d) Ensure that signs are designed, constructed, installed, and maintained in a manner that does not adversely impact public safety or unduly distract motorists. e) Preserve and protect property values. f) Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures. 103 Page | 9 g) Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. h) All signs shall comply with the city sign ordinance ARTICLE XXVI. – SIGNS unless otherwise permitted in this document. h)i) If signs are located within public drainage and utility easements, an encroachment agreement will be required. 1. Project Identification Sign A Six project identification signs shall be permitted for the development. The location of the Project Identification signs shall be as follows: a) Southwest and southeast of the intersection of Sunset Trail and Lyman Boulevard. b) Southwest of the intersection of Powers and Lyman Boulevards. c) Northwest and southwest of the intersection of Powers and Bluff Creek Boulevards. d) The most southeasterly corner of the development facing the Highway 212. The design and dimensions of the sign shall be identical throughout the development with exception of the larger sign facing south on to Highway 212. 104 Page | 10 2. Off-Premise Directory Sign B Three off-premise directory signs shall be permitted for the development. The location of the off- premise directory signs shall be as follows: a) Southeast of the intersection of Avienda Parkway and Sunset Trail. b) Northwest and southwest of the intersection of Bluff Creek Boulevard and Sunset Trail. The sign architectural structure shall not exceed 19 feet in height and shall be built in accordance with the dimensions and design shown and labeled below. a) The individual tenant sign panel area shall not exceed eight (8) square feet, six (6) feet wide and 1’ 4” high, a)b) Nno more than eightthree tenant panels per off-premise directional sign. b)c) The overall sign tenant panel area shall not exceed 6458 square feet inclusive of all tenant sign panels. Individual tenant panels may not be combined. c)d) The sign shall be located outside of the sight triangle and shall not interfere with the driver’s intersection sight distance. d)e) The sign shall maintain a minimum of 10 feet from the back of the curb. e)f) The sign shall maintain a 1.5-foot separation from trails/sidewalks. f)g)The sign shall not interfere with snow removal operations. g)h) The sign shall only include the names and logos of the businesses. h)i) The sign design shall compliment the design and materials of the proposed buildings. Project identification sign area shall not exceed 80 square feet in sign display area nor be greater than eight (8) feet in height. The sign shall be setback a minimum of 10 feet from the property line and be located outside the sight distance triangle. 3. Monument Sign C a. Each lot shall be permitted one monument sign. One monument sign shall be permitted per lot with the exception of Lots 1 and 2, Block 2. These signs shall not exceed 24 square feet in 105 Page | 11 sign display area nor be greater than five (5) feet in height. If more than one building is on a lot, the sign must be shared. b. All monument signs shall maintain a uniform architectural design that complements the architecture of the buildings. c. These signs shall be set back a minimum of 10 feet from the property line and be located outside the sight triangle. d. All monument signs shall face the internal streets (Avienda Parkway and Bluff Creek Boulevard). 4.5. Wayfinding Signs D Wayfinding signs shall be permitted along the internal street located within Lots 1 and 2, Block 5. a. The sign shall not exceed eight (8) feet in height. b. The sign area shall not exceed 32 square feet. c. The sign shall be located outside of the sight triangle and shall not interfere with the driver’s intersection sight distance. d. The sign shall maintain a minimum of 10 feet from the back of the curb. e.d. The sign shall maintain a 1.5-foot separation from trails and sidewalks. 106 Page | 12 f.e. The sign shall not be illuminated. g.f. The sign shall not interfere with snow removal operations. h.g. The sign lettering shall not exceed six inches and shall have a uniform style. i.h. The sign shall only include the names and logos of the businesses and a directional arrow. j.i. The sign design shall compliment the design and materials of the proposed building. k.j. The sign shall not obstruct drivers’ views of any city-owned street signage or railroad signage. l.k. The sign will be owned and maintained by the developer. m.l. The applicant shall construct the sign. 5. Wall Signs a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend above parapet height. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Second story illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant’s proper name and major product, or service offered. Corporate logos, emblems, and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 30% of the sign area unless the logo is the sign. d. Wall signs are limited to two elevations per building unless the area of square footage exceeds 25,000 or above in a single use. e. Single tenant buildings shall be permitted wall signs on two elevations only unless the area of square footage exceeds 25,000 or above in a single use. The size of the sign shall be based on Table 1. f. Halo Lit signs are permitted consistent with the wall area criteria, including maximum nits and only white. 107 Page | 13 Table 1 Wall Area in Square Feet (sq. ft.) Max. Percent of Wall Area 0 - 600 9% 601 - 1,200 8% 1,201 - 1,800 7% 1,801 - 2,400 6% 2,401 – 3,200 5% 3,201 – 4,500 4% 4,500+ 3% not to exceed 275 sq ft 6. Projecting Sign (Wall) a. Shall be limited to the District 1 and 2Village Retail District. b. Sign area shall not exceed six (6)two (2) square feet and not project more than four (4) two (2) feet from the building. 7. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. d. Flags and banners shall project from buildings a maximum of two (2) feet. f. Flags and banners shall have a maximum area of 10 square feet. g. Flags and banners which are torn or excessively worn shall be removed at the request of the city. 108 Page | 14 8. Building Directory a. In multi-tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. 9. On-Premise Directional Signs a. On-premise signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public right-of-way. No more than four (4) signs shall be allowed per lot. The City Council may allow additional signs in situations where access is confusing, or traffic safety could be jeopardized. b. Bench signs are prohibited except at transit stops as authorized by the local transit authority. c. Signs and Graphics. Wherever possible, traffic control, directional, and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. 10. Prohibited Signs a. Pylon signs. b. Back lit awnings. c. Window signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area. d. Menu signs. e. Signs on roofs, dormers, and balconies. f. Billboards. g. Interchangeable letter boards or panels. 109 Page | 15 h. Flashing signs. h.i. Ground mounted flag or banners. 11. Sign Design and Permit Requirements a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the City’s sign ordinance for the neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the “street” front and primary parking lot front of each building. I. Public Realm, Streetscape 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 and reviewed with request for site plan approval for individual components of the development.. A minimum of four public art pieces shall be incorporated into the development, which may include murals or sculptures, all of which are to be privately owned and maintained. The development shall also offer restrooms accessible to the public as part of the central gathering and entertainment area in addition to garbage and recycling bins, with locations to be determined at site plan review. J. Engineering Conditions 1. The applicant shall update the traffic analysis completed for the 2016 AUAR Update based on the approved land uses for the development. 2. Each subsequent plat and/or site plan will be required to complete a Traffic Impact Study for the abutting local road network to identify capacity deficiencies at affected intersections and to help identify feasible solutions to identified deficiencies. This shall also include; an assessment of internal circulation for vehicles and pedestrians; the interface between public and private streets and trails and their respective maintenance operations; and emergency service access and circulation. 3. The access point east of the most eastern round-a-bout on Bluff Creek Boulevard, as depicted in Development Plan 8.1 dated July 15, 2022, is not approved. 4.3. An updated capacity analysis shall be provided based on the approved land uses to determine if the municipal utilities to service the development are adequate. Section 2. Chapter 20 Section 509 of the Chanhassen City Code, the City's zoning ordinance, is amended as follows: a) Intent. 1) The use of planned unit developments for regional/lifestyle center commercial purposes should result in a reasonable and verifiable exchange between the city and the developer. This district is intended to provide for the development of regional and community scale integrated retail, office, business services, personal services and services to the traveling 110 Page | 16 public near freeway interchanges. It shall strive to create a self-sustaining pattern of land uses with cultural, employment, entertainment, housing, shopping and social components. 2) The regional/lifestyle center commercial district is a mixed commercial district with retail and entertainment uses of a scale and function that serves a regional market. The physical environment emphasizes an attractive, comfortable walking experience for shoppers and visitors. It shall be designed to serve pedestrian and mass transit users as well as automobile traffic. Centers of this type, generally, have at least two major retail anchors and are characterized by the diversity of mixed retail and service uses. Uses within this district should complement existing retail users in the other commercial districts. 3) Development of these centers shall be planned as a group of organized uses and structures to accommodate a sensitive transition between commercial activities such as loading, parking of automobiles, lighting and trash collection and surrounding residential uses. Such centers shall be designed with one theme, with similar architectural style, similar exterior building materials, and a coordinated landscaping theme, but shall avoid monotony in design and visual appearance. Vehicle and pedestrian access is coordinated and logically linked to provide a comprehensive circulation system. b) Minimum lot size: 10,000 square feet c) Minimum lot width at building setback: 100 feet. d) Minimum lot depth: 100 feet. e) Minimum setbacks: Building setbacks are also a function of the building height. As a building's height increases above 35 feet, the front, rear and project perimeter setback shall increase on a one to one basis. The increased setback shall only apply to that portion of the building that exceeds 35 feet, e.g., a 40-foot tall building would be set back ten feet (front or rear) at that point where the building height equals 40 feet. A building height may step back, providing the setback/building height ratio is maintained. 1) PUD exterior: 30 feet. The 30-foot PUD exterior setback may be changed, increased or decreased, by the city council as part of the approval process when it is demonstrated that pedestrian connectivity, environmental protection or development design will be enhanced. Building setbacks adjacent to exterior development lot lines abutting an area designated for residential use in the comprehensive plan shall be 50 feet, unless unique circumstances are found which would allow the city to reduce the setback requirement. 2) 3)1) Front yard: 5 feet. 4)2) Rear yard: 5 feet. 5)3) Side yard: 0. 6)4) Parking: Setbacks (feet): 111 Page | 17 Front: 10 Side: 10 Rear: 10 7)5) Parking setback exemptions: 1. There is no minimum parking setback when it abuts, without being separated by a street, another off-street parking area. 2. Parking along public streets shall provide an appropriate transition, which shall incorporate such elements as landscaping, decorative fencing, public art, berming, etc. 3. Parking setbacks adjacent to exterior development lot lines abutting an area designated for residential use in the comprehensive plan shall be 50 feet unless unique circumstances are found which would allow the city to reduce the setback requirement. Unique circumstances include site elevation, separation by natural features such as wetlands or stands of mature trees or substantial visual screening through berming and landscaping. 8)6) Parking standards shall comply with City Code for type and location. (f) Maximum building height Commercial—retail 2 stories Commercial—services 23 stories Office 35 stories Residential 5 stories Hotel 4 stories f) Protection and preservation of natural features. The applicant must demonstrate that the flexibility provided by the PUD is used to protect and preserve natural features such as tree stands, wetlands, ponds and scenic views. These areas are to be permanently protected as public or private tracts or protected by permanently recorded easements. g) Landscaping plan. An overall landscaping plan is required. The plan shall contain the following: 1) Boulevard plantings. Located in front yards shall require a mix of over-story trees and other plantings consistent with the site. Landscaped berms shall be provided to screen the site from major roadways, railroads and less intensive land uses. In place of mass grading for building pads and roads, stone or decorative blocks retaining walls shall be employed as 112 Page | 18 required to preserve mature trees and the site's natural topography. 2) Exterior landscaping and double-fronted lots. Landscaped berms shall be provided to buffer the site and lots from major roadways, railroads, and less intensive uses. Similar measures shall be provided for double-fronted lots. Where necessary to accommodate this landscaping, additional lot depth may be required. 3) Foundation and yard plantings. A minimum budget or plan for foundation plants shall be established and approved by the city. As each parcel is developed in the PUD, the builder shall be required to install plant materials meeting or exceeding the required budget or prior to issuance of certificate of occupancy or provide financial guarantees acceptable to the city. 4) Tree preservation. Tree preservation is a primary goal of the PUD. A detailed tree survey should be prepared during the design of the PUD and the plans should be developed to maximize tree preservation. 4)5) Bufferyard Plantings. Bufferyard plantings, may be relocated internally to the development site to preserve visibility to commercial businesses from those collector roadways. h) Architectural standards. The applicant should demonstrate that the PUD will provide for a high level of architectural design and building materials. While this requirement is not intended to minimize design flexibility, a set of architectural standards should be prepared for city approval. The primary purpose of this section is to assure the city that high quality design will be employed and that home construction can take place without variances or impact to adjoining lots. The PUD agreement should include the following: 1) Standards for exterior architectural treatments; 2) Streetscape requirements: 1. Every building shall incorporate a streetscape, public realm space between the building the roadway. The use of canopies, awnings or arcades is encouraged in these interfaces. 2. Outdoor seating areas must be in a controlled or cordoned area with at least one access to an acceptable pedestrian walk. Seating areas may be shared by multiple uses. When a liquor license is involved, an enclosure is required around the outdoor seating area and the enclosure shall not be interrupted; access to such seating area must be through the principle building. Outdoor seating areas must be located and designed so as not to interfere with pedestrian and vehicular circulation. 3. Streetscape elements shall include: Landscaping, lighting and street furniture such as benches, bus shelters, kiosks, planters, public art, tables and chairs, etc. PASSED AND ADOPTED by the Chanhassen City Council this the day on October 12, 2022. 113 Page | 19 ATTEST: Jenny Potter, City Clerk Elise Ryan, Mayor (Published in the Sun Sailor on ) 114 1 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Hempel Real Estate Holdings, LLC – Planning Case No. 2026-13, Avienda Planned Unit Development (PUD), for a PUD Amendment. On September 15, 2026, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Hemepl Real Estate Holdings, LLC for amendent to the Avienda PUD zoning ordinance. The Planning Commission conducted a public hearing on the proposed development, preceded by a published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Planned Unit Development – Regional Lifestyle. 2. The property is guided in the Land Use Plan for Commercial Use. 3. The legal description of the properties is described in Exhibit A. ZONING ORDINANCE AMENDMENT FINDINGS a) The proposed PUD Ordinance Amendment is consistent with the City’s Comprehensive Plan. b) The proposed PUD Ordinance Amendment is compatible with the present and future land uses of the area. c) The proposed PUD Ordinance Amendment conforms to all performance standards contained in the Zoning Ordinance. d) The proposed PUD Ordinance Amendment will not tend to or actually depreciate the area in which it is proposed. e) The proposed PUD Ordinance Amendment can be accommodated with existing and planned public services and will not overburden the city’s service capacity. f) Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. Finding: The proposed PUD Ordinance Amendment is consistent with the city's Comprehensive Plan, present and future land uses in the area, the zoning ordinance, does not tend to or actually depreciate the area its proposed, can be accommodated with public services and streets. Staff is recommending approval of the request with conditions. 115 2 3. The planning report #2026-13 dated September 9, 2026, prepared by Eric Maass, is incorporated herein. RECOMMENDATION AND ACTION The Planning Commission recommends approval of the proposed Avienda PUD ordinance amendment to the City Council. ADOPTED by the Chanhassen Planning Commission this 15th day of September, 2026. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Eric Noyes, Chair 116 3 Exhibit A Outlot B, Avienda, Carver County, MN; and Lot 1, Block 1, and Outlot D, Avienda Apartments, Carver County, Mn; and Outlot D, Outlot C, and Outlot F, The Villas at Avienda, Carver County, Mn; and Lots 1-5 Block 1, Lots 1-3 Block 2, Lots 1-7 Block 3, Lots 1-5 Block 4, Lots 1-11 Block 5, and Lots 1-8 Block 6, The Villas at Avienda, Carver County, Mn; and Outlot A, Avienda Rowhomes, Carver County, Mn; and Lots 1-4 Block 1, Lots 1-4 Block 2, Lots 1-4 Block 3, Lots 1-4 Block 4, Lots 1-3 Block 5, Lots 1-4 Block 6, Lots 1-4 Block 7, Lots 1-4 Block 8, Lots 1-4 Block 9, Lots 1-3 Block 10, Lots 1-4 Block 11, Lots 1-4 Block 12, Lots 1-3 Block 13, and Lots 1-4 Block 14, Avienda Rowhomes, Carver County, Mn; and Lot 1, Block 1, Outlot A, Outlot B, and Outlot C, Chanhassen Bluffs, Carver County Mn. 117 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) )ss COI.]NTY OF'('ARVER ) l, Jenny Potter, being first duly swom, on oath deposes that she is and was on September 3,2026, the duly qualified and acting City Clerk of the City ofChanhassen, Minnesotai that on said date she caused to be mailed a copy ofthe attached notice Consider a request to amend the Avienda Planned Unit Development, including modifications to the site plan, permitted uses, settracks, shared parking, landscaping and design standards, Applicant: Hempel Holdings LLC to the persons named on attached Exhibit "A", by mailing the notice on a postcard addressed to such owner, and depositing the postcards addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses ofsuch orvners rvere those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Jenny P er, City Clerk Subscribed and swom to befcrre me this 3 day of Vfi n^, b'<,. ,2026.AMY K. WEIDMAN Nolary Publlc-Minnosota 4t/adnprr t t tt411 Notary Public C-mmtaaloo Epirs. J&r 31, ?027 OrfiW- 118 NOTICE OF PUBLIC HEARING CHANHASSEN PLANNING COMMISSION MEETING NOTICE OF PUBLIC HEARING CHANHASSEN PLANNING COMMISSION MEETING Date & Time: Tuesday, September 15, 2026 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 a request to amend the Avienda Planned Unit Development, including modifications to the site plan, permitted uses, setbacks, shared parking, landscaping and design standards. Applicant: Hempel Holdings LLC Property Location: 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, September 15, 2026 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 a request to amend the Avienda Planned Unit Development, including modifications to the site plan, permitted uses, setbacks, shared parking, landscaping and design standards. Applicant: Hempel Holdings LLC Property Location: 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 119 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» Avienda PUD PUD Amendment Area PUD Amendment Area Avienda PUD 120 Tax name Tax add l1 Tax add l2 AVIENDA APARTMENTS OWNER LLC 100 LAKE ST W STE 200 WAYZATA MN 55391 AVIENDA VILLAS I ASSOCIATION 15050 23RD AVE N MINNEAPOLIS MN 55447 AVIENDA VILLAS II ASSOCIATION 6438 CITY WEST PKY STE 200 EDEN PRAIRIE MN 55344 BETH M SMITH TR 9085 MILLS LN CHANHASSEN MN 55317 BRIAN C ANDERSON 6357 COTEAU TRL EDEN PRAIRIE MN 55344 BRIAN R PARTRIDGE 9144 MILLS DR CHANHASSEN MN 55317 CARA L BLACK REVOCABLE TRUST 1530 AVIENDA LN CHANHASSEN MN 55317 CHARLES AND DEBORA BUSCH FAM TR 18061 LANGFORD BLVD JORDAN MN 55352 CITY OF CHANHASSEN 7700 MARKET BLVD CHANHASSEN MN 55317 CITY OF CHANHASSEN PO BOX 147 CHANHASSEN MN 55317 CRAIG J PETERSON REVOCABLE LIVING TRUST 1340 OAKSIDE CRK CHANHASSEN MN 55317 CYNTHIA J WOLFE 9105 MILLS LN CHANHASSEN MN 55317 DAVID HENRIKSON 4755 SHINNECOCK HILLS CT # 202 NAPLES FL 34112 DEBRA A JUNGCLAUS REV TR 4407 SE HAIG POINT CT STUART FL 34997 DENNIS H HEPPELMANN 9065 MILLS LN CHANHASSEN MN 55317 JAMES SVOBODA 1300 OAKSIDE CIR CHANHASSEN MN 55317 JEFFREY S & LEE ANN FRANZ 8950 SUNSET TRL CHANHASSEN MN 55317 JENNIFER MAY HANSON REV INTERVIVOS TR 8955 SUNSET TRL CHANHASSEN MN 55317 K DENNIS KIM REV TR 1510 AVIENDA LN CHANHASSEN MN 55317 KELLY PATTON 7051 MILLCREEK LN EXCELSIOR MN 55331 LEVEL 7 DEVELOPMENT LLC 4600 KINGS POINT RD MINNETRISTA MN 55331 LISA M LUND REV TR 6340 OXBOW RD CHANHASSEN MN 55317 LUKE REV TR 11509 CAMDEN PARK DR WINDERMERE FL 34786 MARK RONALD KEATING 6926 VALLEY VIEW RD EDINA MN 55439 MINH CAM & MARGARET ANN TRAN 1330 LYMAN BLVD CHANHASSEN MN 55317 PAGE WORTHINGTON ARLT 9165 MILLS DR CHANHASSEN MN 55317 PAUL JAY GLASER 9070 MILLS LN CHANHASSEN MN 55317 ROBERT STEINLE 9155 MILLS DR CHANHASSEN MN 55317 RONALD GJERDE & SUSAN GJERDE REV LIV TR 9174 MILLS DR CHANHASSEN MN 55317 SARAH SCHLIESMAN 9054 MILLS LANE CHANHASSEN MN 55317 SHARON PICKLE 17564 ALCOVE CIR EDEN PRAIRIE MN 55347 STATE OF MINNESOTA - DOT 1500 COUNTY ROAD B2 W ROSEVILLE MN 55113 121 SUSAN E HAMILTON TR 1540 AVIENDA LN CHANHASSEN MN 55317 THE BOBERTZ LIVING TRUST 5395 ROBINWOOD CT VICTORIA MN 55318 TODD D MICHELS REV TR 9194 MILLS DR CHANHASSEN MN 55317 TR ROBERT AND JENIFER PRINCE 9184 MILLS DR CHANHASSEN MN 55317 TRUST OF BRENT R MILLER 1200 LYMAN BLVD CHANHASSEN MN 55317 TUOI VAN & VEN THI TO TRAN 8900 SUNSET TRL CHANHASSEN MN 55317 VALERIE AGNEW 9164 MILLS DR CHANHASSEN MN 55317 WENDY ERICKSON SULLIVAN 9044 MILLS LN CHANHASSEN MN 55317 WRAY R HILLER & PAMELA S HILLER REVOC TR 9154 MILLS DR CHANHASSEN MN 55317 122 From: To:DL Projects Public Comments Subject:Avienda Project Comment Date:Thursday, August 20, 2026 2:26:41 PM I didn’t see EV charging anywhere? Is there anything planned by the coborns gas pumps or the restaurant area? That seems like something easier to add today than it will be later. Eden Priaire has EV charging at their city offices and also a Tesla charging stations at the Cub foods by the EP mall. It would be nice if Chanhassen could also have something nice? (I mean we are already getting a sub- standard community center based on what is available in surrounding communities - no pool but ice for the <1% of people who want to skate vs 100% of people who could use a pool, but I digress). 123 Planning Commission Item September 15, 2026 Item Approve Planning Commission Meeting Minutes dated July 7, 2026 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 July 7, 2026 meeting minutes." SUMMARY BACKGROUND DISCUSSION RECOMMENDATION 124 "The Chanhassen Planning Commission approves its June 2, 2026 meeting minutes." ATTACHMENTS Planning Commission Minutes July 7, 2026 125 CHANHASSEN PLANNING COMMISSION REGULAR MEETING MINUTES JULY 7, 2026 CALL TO ORDER: Chair Noyes called the meeting to order at 6:00 p.m. MEMBERS PRESENT: Chair Eric Noyes, Vice Chair Steve Jobe, Jeremy Rosengren, Ryan Soller, and Dave Grover. MEMBERS ABSENT: Katie Trevena and Mike Olmstead. STAFF PRESENT: Rachel Jeske, Planner II; Eric Maass, Community Development Director; and Gwen Kelley, Planning Intern. PUBLIC PRESENT: Jim Boeshans 6651 Pawnee Drive Kory Yamada 7024 Dakota Avenue PUBLIC HEARINGS: 1. CONSIDER A FRONT YARD SETBACK VARIANCE FOR A FENCE AT 7024 DAKOTA AVE (PLANNING CASE #26-09) Gwen Kelley, Planning Intern, reviewed the front yard setback variance request for 7024 Dakota Avenue. She noted that the property had a unique slope exceeding 14 percent. She summarized the proposed setback for the fence installation, which would have a 20-foot setback from the property line. She said that the staff calculated the sight triangle distance and found no issues regarding the proposed fence location. She commented that the variance criteria had been met, and the staff supported their request. Chair Noyes said that the property was unique in its layout and topography. Commissioner Rosengren asked about the existing temporary wire fence on the north side of the property. He asked if the new fence would replace the temporary fence. Rachel Jeske, Planner II, responded that chain link fences did not have the same requirements as privacy fences. She was not certain that there was an existing fence in the location. Commissioner Rosengren questioned the mature trees and asked if the fence would be placed behind the trees. He asked if trees were being removed as part of the project. Ms. Jeske answered that trees were not proposed for removal, but that the property owners retain the right to remove trees on their property. 126 Planning Commission Minutes – July 7, 2026 2 Commissioner Rosengren asked if the findings of fact documents need to be updated. Ms. Jeske responded that the comments had been resolved and had since been finalized in the packet. Commissioner Soller questioned whether the 20 feet was the initially requested setback for the project, or if more was initially requested. Ms. Kelley responded that the fence would fall within the character of the neighborhood. Ms. Jeske commented that the fence was the originally requested fence by the applicant. The sight distance triangles are evaluated when considering the reasonableness of the request for variance. Eric Maass, Community Development Director, noted that the staff would work with the applicant to ensure the proposal to meet the requirements if necessary. Chair Noyes opened the public hearing. Kory Yamada, 7024 Dakota Avenue, clarified that there was a line on the plans for a previous privacy fence that was located around the former pool for safety. The portion of the fence was removed when the pool was taken out. She noted that they would not remove any trees. Chair Noyes closed the public hearing. Commissioner Grover moved, Commissioner Soller seconded that the Chanhassen Planning Commission, acting as the Board of Adjustments and Appeals, approves the requested front setback variance for the property at 7024 Dakota Avenue and adopts the attached Findings of Fact and Decision. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. 2. ORDINANCE XXX: AMENDING CHAPTERS 10, 12, 16, AND 20, MINOR CODE AMENDMENT Mr. Maass noted that the only chapters applicable to the Planning Commission were Chapters 18 and 20, but they would review the entire ordinance prior to bringing it to the City Council. Commissioner Soller asked why the amendments to Chapter 10 were not in their purview, since they previously reviewed the short-term rental ordinance. Mr. Maass answered that the short- term rental regulations were initially located in Chapter 20, but the most recent revision updated the language and placed short-term rentals in Chapter 10, since that chapter is where all other licenses are located. Ms. Kelley provided an overview of the amendments that the staff was recommending. She summarized the amendments for Section 10-230 for Short Term Rental Licensing; Section 16-21 Container Storage; Section 20-645(e) Lot Requirements and Setbacks; Section 20-905 Single- Family Dwellings; Section 20-921(e) Pervious Pavement; Section 20-1176 Intent, Scope, and Compliance; Section 20-1256 and Section 20-1275; and Section 12-13 No Parking, Stopping, or Standing Zones. 127 Planning Commission Minutes – July 7, 2026 3 Commissioner Rosengren asked about Section 20-645 and the adjustment to the lot requirements and setbacks. He asked about the minimum separation between structures being 15 feet with a setback of up to five feet, and how this would be determined with adjacent properties. Mr. Maass answered that it would be applicable to the low- to medium-density residential zoning district, and that staff would mediate setback issues across different properties. He noted that the 15-foot setback was for fire safety. Referencing Section 20-1176, Commissioner Rosengren discussed the diagram that was removed and whether the symbols were necessary or referenced elsewhere. Ms. Kelley noted that the fences themselves were outdated, but the symbols were referenced within the code. Referencing Section 12-13, Commissioner Rosengren asked if the Public Works Director currently made the decision of when and where to block traffic for the parade. Mr. Maass said that that has been past practice and that he worked with Lieutenant Stahn and the Public Works Director to determine the proposed language, as the City Code did not clarify how or who could block the streets off on a temporary basis. Referencing Section 20-1176, Commissioner Jobe asked if it was six or eight feet for the fencing. Ms. Jeske responded that the F-4 and F-5 categories had similar standards, but they correlated with landscaping standards. She noted that contractors were required to install 8-foot privacy fencing. Commissioner Jobe questioned whether a resident could install a seven-foot fence. Ms. Jeske answered that 6.5 feet was the maximum height in residential areas. Mr. Maass responded that the height and opacity listed were the maximum. Ms. Jeske responded that the purpose of the section was to buffer between incompatible uses. Referencing Section 20-645(e), Commissioner Grover asked about a five-foot setback on each side if there was no adjacent property. Mr. Maass responded that if they had two vacant lots, they always had a five-foot minimum for drainage and utility easements. Commissioner Grover asked what would keep someone from having five-foot setbacks on each side if there are no adjacent structures. Mr. Maass stated that the total amount of home and driveway would not increase based on a setback modification. Commissioner Soller questioned whether there was a first-mover advantage to build the first house before other structures existed. Mr. Maass noted that the medium density was tighter lots that were detached townhomes often developed in concert with one another by a single developer. He commented that they would not propose this setback for a residential single-family setback. 128 Planning Commission Minutes – July 7, 2026 4 Referencing Section 16-20, Commissioner Jobe asked if the container storage was related to all residents in Chanhassen or a specific subgroup. Ms. Kelley responded that it applied to all sections. Commissioner Jobe questioned how leaving trash cans out by the garage would play into the code. Mr. Maass responded that the City Code enforcement was completed on a complaint basis only. Referencing Section 20-905, Commissioner Soller asked about a two-car garage being required in a single-family structure. He requested additional context behind the requirement. Ms. Kelley responded that they discussed individual property rights, especially for smaller houses that might not need a two-car garage. Mr. Maass responded that property owners might want a different number of garages, so they wanted to provide additional flexibility to property owners. Commissioner Jobe questioned whether there were parking ordinances that would require driveways to be a certain length for cars to be parked. Mr. Maass answered that the front property line and garage required enough space to park a vehicle in addition to the driveway portion that would be public right-of-way. Chair Noyes expressed concerns about houses that would be less desirable, as garages store things in addition to cars. He asked if there was an outside influence on this decision. He asked what other communities were doing. Mr. Maass responded that there were no outside influences on this ordinance. Commissioner Grover asked if someone could build a home without a garage. Mr. Maass responded that he would need to ask the building official, but they did have a minimum requirement for parking. He noted that they did not allow parking on the street in the winter months. Commissioner Soller asked if it was considered that this would allow for no garages to be built. Mr. Maass responded that the elimination of the 2-car garage requirement was not that there would be no garages. They wanted to remove the requirement to allow for different numbers of garages to be built. Referencing Section 20-921(e), Commissioner Soller clarified that the 25 percent lot cover for shoreline management only pertained to PUDRs. Mr. Maass answered that pervious pavers were regulated in the ordinance, and they wanted the code to be consistent with the rest of the code. Referencing Section 20-1176, Commissioner Rosengren asked about the minimum opacity of 95 percent for fencing. Ms. Jeske commented that some wood fences had small gaps, so they did not have the fencing at 100 percent opacity. Chair Noyes opened the public hearing. There were no public comments. 129 Planning Commission Minutes – July 7, 2026 5 Chair Noyes closed the public hearing. Referencing Section 12-13, Commissioner Soller discussed Section C for parking and whether it was redundant. Mr. Maass responded that Section B was for a temporary section, and Section C was at the request of the sheriff’s office so that they could utilize it for necessary parking citations. Commissioner Jobe commented that it seemed redundant because of State-wide regulations. Mr. Maass answered that he would defer to the Carver County Sheriff, who requested the regulation. Commissioner Soller questioned a sign in the library parking ramp that limited the spots for city vehicles. Mr. Maass noted that those vehicles were now parked underneath the City Hall. Referencing Section 20-905, Commissioner Grover asked if it was necessary to add language that clarified that homes provide parking spots if they did not have a garage. Commissioner Jobe questioned if there was nothing in the permitting process to prohibit it, it would be allowed. Mr. Maass answered that if a permit request met the City Code, the Planning Department would approve. Commissioner Rosengren noted that it did not seem necessary to put into the City Code what would be common sense. Commissioner Soller asked if that was the case, why would Section G exist. Commissioner Jobe moved, Commissioner Grover seconded that the Chanhassen Planning Commission recommends the City Council adopt the ordinance amendments as proposed. All voted in favor and the motion carried unanimously with a vote of 5 to 0. APPROVAL OF MINUTES: 1. APPROVAL OF PLANNING COMMISSION MINUTES DATED JUNE 2, 2026 Commissioner Soller moved, Commissioner Rosengren seconded to approve the Chanhassen Planning Commission summary minutes dated June 2, 2026, as presented. All voted in favor, and the motion carried unanimously with a vote of 5 to 0. COMMISISON PRESNETATIONS: None. ADMINISTRATIVE PRESENTATIONS: Mr. Maass noted that the City Council would meet with Avienda developers for a work session on July 8, 2026, and anticipated a Planned Unit Development Amendment within four to six weeks, and a grocer after this was received. 130 Planning Commission Minutes – July 7, 2026 6 He said that the 2050 Comprehensive Plan Community Engagement started at various events, and the project webpage was available on the website. Stakeholders would be identified for an interview in July. He discussed the two Think Tank events and the Future Summit for the 2050 Comprehensive Plan discussion. He commented that the Harlow Building was anticipated to open in December 2026, and the Bennett Building was anticipated to open for renters in the summer of 2027. Commissioner Soller asked if the timeline for those buildings was similar to the commercial timelines. Mr. Maass noted that the city’s lever was the certificate of occupancy for each space and that the commercial spaces still needed to be built out by individual tenants. Mr. Maass commented that Samantha DiMaggio, Economic Development Manager, would depart the city staff on Friday. Commissioner Soller asked about the timeline for the Civic Campus. Mr. Maass responded that he would get an updated timeline to provide to the Planning Commission. CORRESPONDENCE DISCUSSION: None. OPEN DISCUSSION: None. ADJOURNMENT: Commissioner Jobe moved, Commissioner Rosengren seconded to adjourn the meeting. All voted in favor and the motion carried unanimously with a vote of 5 to 0. The Planning Commission meeting was adjourned at 7:12 p.m. Submitted by Eric Maass Community Development Director 131