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City Council Agenda - 12-02-2025 JointAGENDA WORKSHOP MEETING - MONTICELLO PLANNING COMMISSION Tuesday, December 2, 2025 – 5:00 p.m. Monticello Community Center Commissioners: Chair Andrew Tapper, Vice-Chair Melissa Robeck, Rick Kothenbeutel, Teri Lehner, Rob Stark Council Liaison: Councilmember Kip Christianson Staff: Angela Schumann, Steve Grittman, Bob Ferguson, Tyler Bevier, Anne Mueller 1. Call to Order 2. Concept Stage Submittal for a 3.49-acre, 96-unit residential development within the B-4: Regional Business district 3. Adjournment 1 Grittman Consulting llc SteveG@GrittmanConsulting.com Planning, Zoning, Land Use MEMORANDUM TO: Mayor Hilgart and Monticello City Council Monticello Planning Commission FROM: Stephen Grittman DATE: November 24, 2025 MEETING DATE: December 2, 2025 (Workshop Meeting) RE: Monticello – Fisher Group/Meadows West – Concept Review GC FILE NO: 120-01 – 25.23 PLANNING CASE NO: 2025 - 40 PROPERTY ID: 155-221-000010 Introduction The current proposal is for a Concept Plan review, which is not a formal zoning or land use application but is intended to provide an opportunity for City feedback on a potential development proposal prior to more formal zoning review and the extensive supporting materials that such reviews require. The Planning Commission and City Council will have the opportunity to review the proposal, ask questions of the proposer, and provide comments as to the issues and elements raised by the project. No formal approval or denial is offered for a Concept Review. The neighboring property owners have been notified of the meeting, but it is not a formal public hearing. This memorandum provides an overview of the proposal and serves as an outline for the discussion. Site Context and Project Description This memorandum reviews the elements of a proposed land use concept for development on an approximately 3.5 acre parcel (currently an outlot) lying east of the Walmart property, a part of a 3- 2 lot Planned Unit Development. The proposed use is as a multi-family residential structure of 96 units. The other two parcels are used for commercial purposes. The subject property relies on a shared access drive that serves all three parcels. The property received a Final Plat and PUD approval in 2020-2021 for a project that is substantively the same as that being requested as a part of this concept review. Development on the original approvals was delayed, and the Plat was not recorded. As such, over a period of years, the applicant had received extension approvals, which have now lapsed. As such, the applicants are seeking to renew the approvals, beginning again with a concept review for the PUD. The primary purpose of the concept review is to provide the submitter with feedback on the City’s desired land use goals for the subject parcel. The parcel lies at the south end of the PUD, originally conceived as a multi-building commercial project. While the two parcels nearest School Boulevard were developed ten years ago or more, however, the southern portion of the site never went forward. Eventually, the applicants came forward with the residential request on the portion of the property now under consideration. After a series of modifications, the project was approved as noted above. Comprehensive Plan Guidance and Proposed Land Use The project area is included in the City’s Comprehensive Plan Land Use mapping, guided as Commercial and Residential Flex. This designation accommodates a variety of land uses, dependent on project design and compatibility. In this area, there are a variety of mixed land uses, including the Walmart property to the west, the Meadows East manufactured home park to the south, and a townhouse development to the east. North of School Boulevard is an undeveloped area reserved primarily for commercial/residential flex uses as a part of the Pointes at Cedar project. Building and Site Plan Overview The concept proposes 96 units, with 4 studio units, 49 1-bedroom units, 42 2-bedroom units, and 1 3- bedroom unit. The site and building plans – submitted for this concept review, but essentially as were previously approved – include both surface parking and underground parking, with an outdoor common area to the south of the “U”-shaped building. Extensive landscaping is shown around and within the plan. Residential traffic entering the site will travel through the existing commercial parking lots (it is expected that the primary access route would be through the office lot to the east, rather than the veterinary clinic lot to the west). Traffic would then enter the surface parking lot provided for the residential building, or choose to utilize the down-ramp aisle leading to the underground parking on the east side of the building. As a part of those prior approvals, the applicants would sign the traffic routing to encourage tenants of the multi-family facility to avoid use of the veterinary clinic parking area to the west. This design, together with the signage improvements, should address that property owner’s concerns. 3 It is noted that the original PUD continues to control, with joint access through the entire site, and no changes in those rights are made as a result of this concept. Staff’s original concerns with the parking and access related to the sense of residential entry. Those concerns were addressed with changes to the pavement surfaces, monumentation, and landscaping at the entrance to the project area, south of the commercial parking lots. The applicants will be required to submit additional signage detail reinforcing both the traffic patterns and the entrance monumentation as a part of this review. Housing in Monticello Since the multi-family project was approved, the City has been actively examining its housing market, including through the use of a Housing Study completed in 2022-2023. As a part of that study, the City noted that multi-family housing had accelerated during the prior several years. The Housing Study forecast a limited number of units in demand through 2028, with a low-end forecast of an additional 273 units. The study’s “high-end” forecast was for a need of as many as 530 units. Recent projects, including the Savanna Vista and Block 52 residential developments have added to the City’s inventory. It is noted, in this context, that current occupancy rates for rental housing in the community, are at or above 95% for any of the multi-family housing developed since 2020. Deephaven, serving a more affordable market, reports its occupancy at 99.4%. Block 52 reports a 100% leased condition, and Savanna Vista reports 95% for both of its two buildings. Various sources consider leasing rates at 95% to be “full”, and anything over 90% to be restricting market movement, due to time lag between tenants moving in and out. Because the Housing Study indicated a limited near-term market need, the Council has taken a cautious approach to new multi-family housing. Given the market conditions of existing development, the discussion at the workshop may include consideration of further multi-family housing approvals. Concept Submittal Review Criteria. This review is for an informal Concept Plan review. The Ordinance identifies the purpose of Planned Unit Development as follows: (1) Purpose and Intent The purpose of the Planned Unit Development (PUD) zoning district is to provide greater flexibility in the development of neighborhoods and non-residential areas in order to maximize public values and achieve more creative development outcomes while remaining economically viable and marketable. This is achieved by undertaking a process that results in a development outcome exceeding that which is typically achievable through the conventional zoning district. The City reserves the right to deny the PUD rezoning and direct the developer to re-apply under the standard applicable zoning district. PUD Concept reviews are to proceed as follows: 4 (a) PUD Concept Proposal Prior to submitting formal development stage PUD, preliminary plat (as applicable) and rezoning applications for the proposed development, the applicant may, at its option, prepare an informal concept plan and present it to the Planning Commission and City Council at a concurrent work session, as scheduled by the Community Development Department. The purpose of the Concept Proposal is to: 1. Provide preliminary feedback on the concept plan in collaboration between the applicant, general public, Planning Commission, and City Council; 2. Provide a forum for public comment on the PUD prior to a requirement for extensive engineering and other plans. 3. Provide a forum to identify potential issues and benefits of the proposal which can be addressed at succeeding stages of PUD design and review. The intent of Concept Proposal review is to consider the general acceptability of the proposed land use, and identify potential issues that may guide the City’s later consideration of a full development application. The City Council and Planning Commission meet in joint session to provide feedback to the developer, and may include an opportunity for informal public comment as they deem appropriate. It is vital that Planning Commission and City Council members engage in a frank and open discussion of the project benefits and potential issues. The Concept Review process is most valuable when the applicants have the opportunity to understand how the City is likely to look at the project, its development details, and the potential issues it presents. In this way, the subsequent land use and development specifics can be more finely tuned to address City policy elements. Future Review and Land Use Application Process Because the original approvals required the plat to be recorded as a condition of final approvals, further land use approvals would include the following: o Preliminary Plat o Development Stage PUD o Final Plat and Final Stage PUD Summary As noted, the Planning Commission and City Council provide comment and feedback to the developer at the Concept Review level. City officials should identify any areas of concern that would require attention, as well as any elements of the concept that the City would find essential for eventual approval. The project under consideration is a concept review, but it is essentially a reboot of the previously approved Final Stage PUD for Twin Pines. The plans show an up-scale project with underground parking and intense site development and landscaping. 5 Specific comment should address the potential issues and opportunities related to the proposed land use. Of particular note is whether the City’s concerns over further multi-family development – raised since the original Twin Pines approval – should impact the reconsideration of this project. Staff would note that the mix of land uses in the area, as well as the designation as “Commercial- Residential Flex”, can support a variety of land uses from a compatibility standpoint. However, given the parcel’s lack of visibility and exposure to School Boulevard, likely makes for only limited appeal as a commercial property. SUPPORTING DATA A. Aerial B. PUD Concept Stage – Architectural Drawings C. CGS – PUD Concept Plans D. (a) Monticello 2040 – Commercial & Residential Flex (b) Monticello 2040 – Future Land Use Map (c) Monticello 2040 – Housing E. WSB Engineering Review F. Chief Building Official Letter Concept Stage for Residential Development Legal: Outlot A, Mont. Business Center 6th; PID: 155221000010 Created by: City of Monticello 472 ft PROJECT DIRECTORY OWNERARCHITECT COMPANY ADDRESS LINE 1 ADDRESS LINE 2 CONTACT NAME NUMBER EMAIL STRUCTURAL ENGINEERLANDSCAPE ARCHITECT GENERAL CONTRACTORCIVIL ENGINEER Apartments Monticello, LLC 900 American Blvd East, Suite 300 Bloomington, MN 55240 Vishal Dutt 651-206-4087 Vishal@venturemortgage.com Firm Ground Architects & Engineers 275 Market Street, Suite 368 Minneapolis, MN 55405 Ryne Nichols 612-819-1835 rnichols@firmgroundae.com BKBM 6120 Earle Brown Dr, #700 Minneapolis, MN 55430 James Dorr (763) 843-0443 jdorr@bkbm.com Civil Site Group 5000 Glenwood Ave, Minneapolis, MN 55422 Matt Pavek, Patrick Sarver (612) 615-0060 EMAIL Civil Site Group 5000 Glenwood Ave, Minneapolis, MN 55422 Matt Pavek, Patrick Sarver (612) 615-0060 EMAIL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 4 3 : 3 1 P M G001 TITLE SHEET 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. TWIN PINES APARTMENTS 4220 SCHOOL BLVD MONTICELLO, MN, 55362 #ISSUE/REVISION DATE 1. THESE DOCUMENTS ARE INTENDED TO COMMUNICATE DESIGN STANDARDS FOR RENOVATIONS TO MEET THE NEEDS OF THE CLIENT. WITH PERMITTING USE OF THESE DOCUMENTS MAY BE USED AS DESIGN DOCUMENTS FOR PERMIT AND/OR CONSTRUCTION PURPOSES. 2. GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR ALL QUALIFIED PERSONNEL AND SUBCONTRACTORS, AND ALL CONSTRUCTION WORK REQUIRED FOR THE DEMOLITION, CONSTRUCTION, AND REFURBISHMENT IN ACCORDANCE WITH THIS SET OF IMPROVEMENTS. 3. FINAL CLEANING WILL BE REQUIRED BY THE GC PRIOR TO SUBSTANTIAL COMPLETION. GC SHALL INCLUDE IN THIS PROPOSAL THE COST TO COMPLETE THE FINAL CLEANING. THE FINAL CLEANING SHALL INCLUDE, BUT NOT LIMITED TO, VACUUMING CARPETS, WIPING DOWN MILLWORK AND DOOR OPENINGS, CLEANING WINDOW INTERIORS, ETC., AS REQUIRED FOR A COMPLETE FINAL CLEANING OF THE SPACE. 4. GC SHALL OBTAIN AND PAY FOR ALL COSTS ASSOCIATED WITH SECURING AND EXPEDITING THE BUILDING PERMIT THAT IS NECESSARY FOR THE COMPLETION OF THE WORK. BONDS, PERMITS, LICENSES ETC., REQUIRED FOR CONDUCTING BUSINESS, SHALL BE PROVIDED BY AND PAID FOR BY THE GC. 5. GC SHALL BE RESPONSIBLE FOR ADVISING THE CLIENT, AND IT'S CONSULTANTS, OF ALL LAWS, ORDINANCES, RULES, REGULATIONS, ORDERS, STATE, AND LOCAL BUILDING CODES OR REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. IF GC PERFORMS WORK UNDER THE CONTRACT KNOWING IT TO BE CONTRARY TO THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND WITHOUT ADVISING THE CLIENT NOR THEIR CONSULTANTS OF SUCH REQUIREMENTS, GC SHALL ASSUME FULL RESPONSIBILITY OF SUCH WORK AND ASSOCIATED COSTS FOR APPROPRIATE MODIFICATIONS WHICH MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER WORK. 6. GC SHALL CLEAN UP ALL WASTE MATERIALS, RUBBISH AND DEBRIS RESULTING FROM ITS OPERATIONS AT SUCH FREQUENCIES AS REQUIRED TO MAINTAIN A CLEAN AND SAFE WORKING JOB-SITE. GC SHALL COORDINATE THE PREFERRED ROUTE AND/OR PROCEDURES FOR THE REMOVAL OF CONSTRUCTION DEBRIS WITH COORDINATE THE PREFERRED ROUTE AND/OR PROCEDURES FOR THE REMOVAL OF CONSTRUCTION DEBRIS WITH THE TENANT AND SHALL COORDINATE ALL NECESSARY ADDITIONAL CLEANUP AS PART OF CONSTRUCTION OPERATIONS SUCH THAT THE BUILDING COMMON AREAS ARE MAINTAINED FREE FROM ACCUMULATIONS OF WASTE MATERIAL, RUBBISH AND DEBRIS. 7. GC SHALL BE RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE BUILDING DURING, AND RELATED TO ITS CONSTRUCTION OPERATIONS. ALL STRUCTURAL MODIFICATIONS MUST BE REVIEWED AND APPROVED THROUGH THE OWNER. 8. COSTS AND/OR SCHEDULED CHANGES TO THE LUMP SUM PRICE CONSISTS OF ADDITIONS, DELETIONS, OR MODIFICATIONS SHALL BE AUTHORIZED BY WRITTEN SCOPE CHANGE SIGNED BY CLIENT. GC SHALL PROVIDE DETAILED BACK UP AND PRICING SO THAT THE COSTS AND/OR SCHEDULED CLAIM FOR THE REVISIONS CAN BE PROPERLY EVALUATED. 9. GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM 4'X4' JOBSITE SIGN AS DESIGNED BY FIRM GROUND. SIGN WILL BE LARGER IF OTHER LOGOS ARE TO BE ADDED SUCH AS CONTRACTOR, BANK, ETC. 10. GENERAL CONTRACTOR (GC) SHALL PROVIDE, BUT NOT LIMITED TO, THE FOLLOWING ACTIVITIES AS PART OF THEIR PROPOSED SCOPE OF SERVICES: A. CONSTRUCTION SERVICES 1. REVIEW DOCUMENTS TO BUILDING CODE ISSUES AND REQUIREMENTS UNDER LOCAL MUNICIPAL JURISDICTION. ADVISE AND COMMENT TO CLIENT OF ISSUES WHICH MAY BE OF INFLUENCE TO SECURING THE BUILDING PERMIT. 2. SUBMIT PERMIT DOCUMENTS TO ALL REQUIRED GOVERNING MUNICIPALITIES AND FOLLOW-UP TO SECURE AND EXPEDITE THEBUILDING PERMIT. 3. ESTABLISH A SHOP DRAWING CONTROL SYSTEM TO EXPEDITE AND TRACK SHOP DRAWINGS, PRODUCT SUBMITTALS, SAMPLES, ETC. 4. SCHEDULE, MONITOR AND IMPLEMENT THE FLOW OF ALL DOCUMENTS AND MATERIALS FOR THE PROPER SEQUENCE OF APPROVALS BY THE ARCHITECT SO AS TO PREVENT DELAYS IN THE PROGRESS OF THE WORK 5. VERIFY PROPOSED NEW WALL LOCATIONS AND RAISE ANY CONCERNS TO FIRM GROUND, INCLUDING ANY DIMENSION BUSTS OR UNFORESEEN OBSTRUCTIONS. ALL PROPOSED MODIFICATIONS TO ROOM SIZES OR WALL LOCATIONS MUST BE APPROVED BY FIRM GROUND & OWNER PRIOR TO IMPLEMENTING; OTHERWISE GC SHALL ASSUME ALL COSTS FOR RELATED THEREAFTER. 6. COORDINATE AND EXERCISE REGULATORY CONTROL OVER ALL SUBCONTRACTORS. COORDINATE AND SUPERVISE THE EFFORTS OF ALL SUBCONTRACTORS AND MATERIAL TO ENSURE THAT THE SCOPE OF WORK IS ON SCHEDULE AND CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. OVERSEE, MANAGE, SUPERVISE AND INITIATE ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT IN ACCORDANCE WITH ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. 8. MAINTAIN A RECORD-KEEPING SYSTEM TO MONITOR AND TRACK THE PROGRESS OF THE WORK. 9. MANAGE, OBSERVE AND CONSTANTLY REVIEW THE ADEQUACY OF THE SUBCONTRACTOR'S SUPERVISION, PERSONNEL, MATERIALS AND EQUIPMENT ON THE JOBSITE. 10. CHAIR PROGRESS MEETINGS WITH CLIENT TO DISCUSS COORDINATION EFFORTS, PROCEDURES, PROGRESS, PROBLEMS, SCHEDULING AND OPEN ISSUES. 11. RECEIVE, MANAGE AND REVIEW ALL REQUESTS FOR CHANGE ORDERS AND OBTAIN WRITTEN APPROVAL FROM CLIENT PRIOR TO COMMENCEMENT. PROVIDE ADEQUATE SUPPORTING BACKUP TO JUSTIFY PRICING AS REQUIRED FOR REVIEW AND APPROVAL. CONTACT AND SCHEDULE ALL REQUIRED INSPECTIONS BY GOVERNING MUNICIPALITIES. B. POST CONSTRUCTION SERVICES 1. MANAGE AND COORDINATE THE COMPLETION OF PROJECT PUNCHLIST IN ACCORDANCE WITH THE APPROVED AND ACCEPTED SCHEDULE FOR PUNCHLIST COMPLETION. 2. PREPARE DOCUMENTATION FOR CERTIFICATE OF SUBSTANTIAL COMPLETION AND FINAL COMPLETION, AS WELL AS, PROCURE APPLICABLE GOVERNMENTAL CERTIFICATE OF OCCUPANCY REQUIREMENTS. 3. COMPILE IN AN ORGANIZED MANNER SUBCONTRACTOR AND MATERIALMEN CLOSE-OUT DOCUMENTS, SUCH AS GUARANTEES, WARRANTEES, OPERATION MANUALS, TESTING REPORTS, AS-BUILT DRAWINGS, ATTIC SUPPLY AND SUBMIT TO CLIENT FOR REVIEW AND APPROVAL. 4. CLOSE ALL SUBCONTRACTOR AND MATERIALMEN SUBCONTRACTS AND PURCHASE ORDERS IN AN EXPEDITIOUS MANNER AND RESOLVE CLAIMS/DISPUTES FOR THE FINAL CONTRACT ACCEPTANCE. 5. PREPARE FINAL PROGRESS PAYMENT FOR ALL SUBCONTRACTORS AND MATERIALMEN WITH A SUFFICIENT TRADE PAYMENT BREAKDOWN TO ALLOW FOR VERIFICATION OF WORK COMPLETED IN THE FIELD AND SUMMARIZATION OF CONTRACT VALUES. 6. THE GC SHALL PROVIDE RECORD DRAWINGS INCLUDING THREE (3) SETS OF PAPER COPIES AND ONE (1) SET OF ELECTRONIC FILES TO THEOWNER, IN BOTH PDF & DWG FORMATS. THESE DRAWINGS SHALL REPRESENT THE CURRENT CONDITIONS OF THE FACILITY AT THE TIME THE OWNER TAKES POSSESSION AND COMPLETION OF THE PROJECT. 7. THE GC SHALL PROVIDE THE OWNER THREE (3) SETS OF ALL OPERATION AND MAINTENANCE MANUALS FOR INSTALLED EQUIPMENT AND MATERIALS, AS WELL AS ANY APPLICABLE MANUFACTURER WARRANTY INFORMATION. 8. THE GC SHALL PROVIDE TO THE OWNER ALL COPIES OF FINAL LIEN WAIVERS INCLUDING SUBCONTRACTORS AND SUPPLIERS. 9. GENERAL CONSTRUCTION NOTES MN-25 94 94 MN-25 SCHOOL BLVD MIS SIS SIP PI RIV E R SITE BROADWAY S C H O O L B L V D MN-25 DUNDAS RD OA K W O O D D R E CE D A R S T FARMSTEAD DR SITE EXISTING RESIDENTIAL EXISTING RETAIL CEDAR ST TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 4 3 : 3 1 P M G002 PROJECT INFORMATION & SHEET INDEX 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. SITE LOCATION MAP SITE MAP SHEET LIST SHEET NUMBER SHEET TITLE G001 TITLE SHEET G002 PROJECT INFORMATION & SHEET INDEX C0.0 TITLE SHEET C1.0 REMOVALS PLAN C2.0 SITE PLAN C3.0 GRADING PLAN C4.0 UTILITY PLAN C5.0 CIVIL DETAILS C5.1 CIVIL DETAILS C5.2 CIVIL DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN NOTES AND DETAILS SW1.0 SWPPP- EXISTING CONDITIONS SW1.1 SWPPP- PROPOSED CONDITIONS SW1.2 SWPPP- DETAILS SW1.3 SWPPP- NARRATIVE SW1.4 SWPPP- ATTACHMENTS SW1.5 SWPPP- ATTACHMENTS V1.0 SITE SURVEY A051 REFERENCE FLOOR PLANS A052 REFERENCE FLOOR PLANS A053 REFERENCE FLOOR PLANS A100A PARKING GARAGE FLOOR PLAN- WEST A100B PARKING GARAGE FLOOR PLAN- EAST A101A FIRST FLOOR PLAN- WEST A101B FIRST FLOOR PLAN EAST A102A SECOND FLOOR PLAN- WEST A102B SECOND FLOOR PLAN- EAST A103A THIRD FLOOR PLAN- WEST A103B THIRD FLOOR PLAN- EAST A104A FOURTH FLOOR PLAN- WEST A104B FOURTH FLOOR PLAN- EAST A150A ROOF PLAN WEST A150B ROOF PLAN EAST A401 EXTERIOR ELEVATIONS A402 EXTERIOR ELEVATIONS A403 EXTERIOR ELEVATIONS A404 BUILDING ISOMETRICS A411 EXTERIOR COLOR ELEVATIONS A412 EXTERIOR COLOR ELEVATIONS #ISSUE/REVISION DATE UP REF UP DN DW FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD UP 679 SF COMM ROOM 116 147 SF OFFICE 132 MAIL 558 SF LOBBY 100 STOR. STORAGE 959 SF UNIT 2.1 101 UNIT 2.1 102 UNIT 2.3 103 UNIT 1.1A 104 UNIT 1.1 105 UNIT 1.1 106 UNIT 2.2 107 UNIT 2.2 108 UNIT 1.1 109 UNIT 1.2 110 646 SF LOUNGE 115 TRASH UNIT LEGEND UNIT 1.1 UNIT 1.1A UNIT 1.2 UNIT 2.1 UNIT 2.2 UNIT 2.3 UNIT 3.1 UNIT S1 FITNESS ROOM 114 UNIT 2.3 128 UNIT 1.1 120 650 SF UNIT 1.1 121 959 SF UNIT 2.1 124 UNIT 3.1 123 UNIT 1.1 125 UNIT 1.1 126 UNIT 1.1A 127 959 SF UNIT 2.1 129 2 3 3 5 7 7.4 7.6 9 8 10 4 1 A C C E E G H J K M N P Q R 3.1 3.1 4.6 6.8 7.3 7.7 B B D D 959 SF UNIT 2.1 122 F F 6 L 573 SF UNIT S1 119 22' - 6 3/8" 12 ' - 0 " 138 SF MECH INTAKE 007 145 SF MECH. 006 27 ' - 0 3 / 4 " 29 ' - 4 1 / 2 " 27 ' - 0 " 27 ' - 0 " 27 ' - 0 " 27' - 0 1/256"27' - 0"27' - 0"27' - 0"26' - 11 255/256" 25 ' - 4 " 19' - 8"24' - 0" 27 ' - 0 5 / 8 " 18 ' - 0 " 3' - 1 5 / 8 " 27 ' - 0 " 27 ' - 0 " 5' - 9"18' - 4 1/4"25' - 4"20' - 4"28' - 3 255/256"28' - 4"28' - 4"28' - 4"28' - 4 1/256" 2 33 5 7 7.4 7.6 9 8 10 4 1 A C E G H J K M N P Q R 3.1 3.1 4.6 6.8 7.3 7.7 B D F 6 L TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 0 1 P M A051 REFERENCE FLOOR PLANS 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/16" = 1'-0"A051 18 1 REFERENCE FIRST FLOOR 1/16" = 1'-0"A051 1 0 PARKING GARAGE REFERENCE PLAN UNIT TYPE COUNT Name Count Type UNIT 1.1 43 1 BED UNIT 1.1A 2 1 BED UNIT 1.2 4 1 BED + DEN UNIT 2.1 25 2 BED UNIT 2.2 8 2 BED UNIT 2.2A 1 2 BED UNIT 2.3 8 2 BED UNIT 3.1 1 3 BED UNIT S1 4 STUDIO Grand total: 96 UNIT TYPE PER FLOOR Name Count Net Area Type 1 FIRST FLOOR UNIT 1.1 7 650 SF 1 BED UNIT 1.1A 2 650 SF 1 BED UNIT 1.2 1 877 SF 1 BED + DEN UNIT 2.1 5 959 SF 2 BED UNIT 2.2 2 1092 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT 3.1 1 1320 SF 3 BED UNIT S1 1 573 SF STUDIO 1 FIRST FLOOR: 21 2 SECOND FLOOR UNIT 1.1 12 650 SF 1 BED UNIT 1.2 1 877 SF 1 BED + DEN UNIT 2.1 7 959 SF 2 BED UNIT 2.2 2 1092 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT S1 1 573 SF STUDIO 2 SECOND FLOOR: 25 3 THIRD FLOOR UNIT 1.1 12 650 SF 1 BED UNIT 1.2 1 877 SF 1 BED + DEN UNIT 2.1 7 959 SF 2 BED UNIT 2.2 2 1092 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT S1 1 573 SF STUDIO 3 THIRD FLOOR: 25 4 FOURTH FLOOR UNIT 1.1 12 650 SF 1 BED UNIT 1.2 1 877 SF 1 BED + DEN UNIT 2.1 6 959 SF 2 BED UNIT 2.2 2 1092 SF 2 BED UNIT 2.2A 1 959 SF 2 BED UNIT 2.3 2 1281 SF 2 BED UNIT S1 1 573 SF STUDIO 4 FOURTH FLOOR: 25 Grand total: 96 #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 UP UP DN UNIT 2.1 224 1281 SF UNIT 2.3 228 959 SF UNIT 2.1 229 650 SF UNIT 1.1 230 UNIT 2.1 201 UNIT 2.1 202 1281 SF UNIT 2.3 203 1092 SF UNIT 2.2 207 1092 SF UNIT 2.2 208 959 SF UNIT 2.1 222 UNIT 2.1 216 UNIT 2.1 214 UNIT 1.1 220 UNIT 1.1 225 UNIT 1.1 226 UNIT 1.1 227 650 SF UNIT 1.1 200 UNIT 1.1 204 UNIT 1.1 205 UNIT 1.1 206 UNIT 1.2 210 UNIT 1.1 209 UNIT S1 219 UNIT 1.1 215 TRASH UNIT LEGEND UNIT 1.1 UNIT 1.2 UNIT 2.1 UNIT 2.2 UNIT 2.3 UNIT S1 469 2 3 5 7 7.4 7.6 9 8 10 4 1 A C E G H J K M N P Q R 3.1 4.6 6.8 7.3 7.7 B D UNIT 1.1 221 F 6 L 1281 SF UNIT 2.3 327 959 SF UNIT 2.1 328 650 SF UNIT 1.1 329 650 SF UNIT 1.1 300 959 SF UNIT 2.1 301 959 SF UNIT 2.1 302 1281 SF UNIT 2.3 303 650 SF UNIT 1.1 304 650 SF UNIT 1.1 305 650 SF UNIT 1.1 306 1092 SF UNIT 2.2 307 1092 SF UNIT 2.2 308 650 SF UNIT 1.1 309 877 SF UNIT 1.2 310 959 SF UNIT 2.1 314 650 SF UNIT 1.1 315 959 SF UNIT 2.1 316 573 SF UNIT S1 319 650 SF UNIT 1.1 320 650 SF UNIT 1.1 321 959 SF UNIT 2.1 323 650 SF UNIT 1.1 325 650 SF UNIT 1.1 325 650 SF UNIT 1.1 326 2 3 3 5 7 7.4 7.6 9 8 10 4 1 A A C C E E G H J K M M N N P P Q Q R R 3.1 4.6 6.8 7.3 7.7 B B D D UNIT 2.1 322 F F 6 L L TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 0 9 P M A052 REFERENCE FLOOR PLANS 25.133 Author TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/16" = 1'-0"A052 1 2 REFERENCE SECOND FLOOR 1/16" = 1'-0"A052 2 3 REFERENCE THIRD FLOOR #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 1281 SF UNIT 2.3 427 959 SF UNIT 2.1 428 650 SF UNIT 1.1 429 650 SF UNIT 1.1 400 959 SF UNIT 2.1 401 959 SF UNIT 2.1 402 1281 SF UNIT 2.3 403 650 SF UNIT 1.1 404 650 SF UNIT 1.1 405 650 SF UNIT 1.1 406 1092 SF UNIT 2.2 407 1092 SF UNIT 2.2 408 650 SF UNIT 1.1 409 877 SF UNIT 1.2 410 959 SF UNIT 2.1 414 959 SF UNIT 2.1 416 650 SF UNIT 1.1 415 573 SF UNIT S1 419 650 SF UNIT 1.1 420 650 SF UNIT 1.1 421 959 SF UNIT 2.2A 423 650 SF UNIT 1.1 425 650 SF UNIT 1.1 425 650 SF UNIT 1.1 426 2 3 5 7 7.4 7.6 9 8 10 4 1 A C E G H J K M N P Q R 3.1 4.6 6.8 7.3 7.7 B D UNIT 2.1 422 F 6 L A4121 A411 A412 2 1 A4021 - A402 2 A401 1 30' - 6 1/8"30' - 5 5/8" 30' - 6 1/8"30' - 5 5/8" 30' - 4 31/32"30' - 6 25/32"25' - 0 5/16"25' - 0 13/16"25' - 0 13/16"25' - 10 13/16"30' - 6 25/32"30' - 4 31/32" 30' - 5 5/8"30' - 6 1/8" 30' - 5 5/8"30' - 6 1/8" 30 ' - 6 " 31 ' - 0 " 23 ' - 7 1 7 / 3 2 " 24 ' - 2 1 3 / 3 2 " 24 ' - 2 1 3 / 3 2 " 24 ' - 2 1 3 / 3 2 " 30 ' - 6 " 30 ' - 5 3 / 4 " 30 ' - 6 " 24 ' - 8 1 7 / 3 2 " 24 ' - 2 1 3 / 3 2 " 24 ' - 2 1 3 / 3 2 " 54 ' - 7 1 7 / 3 2 " 30 ' - 6 " 2 3 5 7 7.4 7.6 9 8 10 4 1 A C E G H J K M N P Q R 3.1 4.6 6.8 7.3 7.7 B D F 6 L A4032 1 3 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 1 4 P M A053 REFERENCE FLOOR PLANS 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/16" = 1'-0"A053 1 4 REFERENCE FOURTH FLOOR 1/16" = 1'-0"A053 2 REFERENCE ROOF PLAN #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 FD FD FD FD FD FD FD FD FD A411 2 76 PARKING GARAGE STALLS 05060708091011121314151617 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 38 37 36 35 34 33 39 40 41 42 43 45 46 47 48 49 50 51 52 25 A501 16 A501 26 A502 -A401 1 004 74 SF ELEV. LOBBY 004 SB-0 165 SF SB-0 052 A517 29 A519 4 ME-12B 4' - 0 " 4' - 9 1 / 2 " 4' - 9 1 / 2 " 13 ' - 0 " 13 ' - 8 3 / 8 " 15 ' - 6 3 / 4 " 15 ' - 6 1 / 2 " 14 ' - 4 " 14 ' - 4 " 14 ' - 3 1 / 4 " 14 ' - 3 1 / 8 " 14 ' - 2 " 14 ' - 2 " 9' - 5 " 9' - 5 1 / 4 " 12' - 2"28' - 2"28' - 6"28' - 6" 4' - 3"4' - 3" 24' - 0" 27 ' - 0 1 / 8 " 27 ' - 0 " 4' - 0" 2' - 0 3/4" 006 145 SF MECH. 0062 3 5 7 7.4 7.6 9 8 10 4 1 A C C E E G H J 3.1 3.1 4.6 6.8 7.3 7.7 B B D 18 ' - 1 1 " 6' - 8 " 18 8 ' - 2 " F F 6 5' - 9"18' - 4 1/4"10' - 0 3/4"15' - 3 1/4"20' - 4"28' - 4"28' - 4" MI-8 MI-8 MI-8 MI-8 MI-8 MI-8 MI-8MI-8 MI-8 MI-8 28 ' - 8 3 / 8 " 28 ' - 4 " 21 ' - 1 1 / 2 " 28 ' - 4 " 31 ' - 4 " 25 ' - 4 " 18 ' - 3 7 / 8 " 25 ' - 4 " 18 ' - 4 1 / 8 " 24 ' - 0 " 18' - 4 1/4"25' - 4" ME-12 ME-12B 4' - 0 " A4032 SB-E C-16 44 4' - 0" ME-12 ME-12 8" 13' - 4"9' - 8" 009 108 SF DOG WASH 009 6' - 0 " 6' - 0 " 8' - 0 " 5' - 0" EXHAUST + AREA WELL ME-12B 4 A512 5 A512 COMPACT COMPACT COMPACT COMPACT COMPACT 1' - 0" TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 1 7 P M A100A PARKING GARAGE FLOOR PLAN- WEST 25.133 X. SAMPLE TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. Keynotes- Floor Plan Key Value Keynote Text 1/8" = 1'-0"A100A 1 0 PARKING GARAGE WEST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 FD FD FD FD FD FD FD FD REFUSE 002 010203040506 49 50 51 52 53 54 55 56 57 58 59 60 61 64 65 66 67 68 69 70 62 63 24 ' - 0 " 71 72 73747576 25 A501 1 A502 A4021 A518 29 62' - 11 1/8" 28' - 6"24' - 2 5/8"24' - 0"12' - 0"12 ' - 8 " 12 ' - 2 1 / 4 " 26 ' - 6 1 / 4 " 28 ' - 7 1 / 4 " 29 ' - 1 0 3 / 4 " 29 ' - 0 3 / 4 " 14 ' - 0 3 / 8 " 12' - 0" 97 ' - 0 1 / 4 " ME-12 3 T3 5 A511 6 A511 4' - 3"4' - 3"4' - 3" 4' - 9 1 / 2 " 4' - 9 1 / 2 " 4' - 3 " 21 ' - 4 " 4' - 9 1 / 2 " 28 ' - 5 " 27 ' - 0 " 27 ' - 0 " 28 ' - 5 " 27' - 0" 25 ' - 4 " 27 ' - 0 1 / 4 " 28' - 4 1/128" 27' - 0 1/128" 27' - 0" 14 ' - 1 1 " 21 ' - 3 1 / 2 " 4' - 0 " 97 ' - 0 1 / 4 " 003 002 SC-0 120 SF ELEV. LOBBY 003 007 138 SF MECH INTAKE 007 28 ' - 5 " 2 33 9 4 1 J K M N P Q R 3.1 4.6 6.8 7.3 7.7 6 L MI-8 MI-8 MI-8 MI-8 MI-8 MI-8 MI-8 MI-8 MI-8 MI-8 MI-8 MI-8 18 ' - 3 7 / 8 " 25 ' - 4 " 18 ' - 4 1 / 8 " 30 ' - 0 5 / 8 " 28 ' - 4 " 28 ' - 4 " 28 ' - 4 1 / 4 " 25 ' - 4 " 18 ' - 4 1 / 8 " 6' - 8 " 28' - 4"28' - 4"28' - 4"18' - 4 1/4"5' - 9" 28' - 4" 34' - 2" 142 SF SC-0 236 4' - 0 " 4' - 0" 4' - 6 " 1' - 0 " A403 1 SC-E MI-8C-16 ME-12 A520 5 3' - 8"8" 4' - 0 " 8' - 0 " 9' - 0 " 5 A512 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 1 9 P M A100B PARKING GARAGE FLOOR PLAN- EAST 25.133 Author TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A100B 1 0 PARKING GARAGE EAST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 UP REF UP DW A411 A411 2 1 959 SF UNIT 2.1 129 147 SF OFFICE 132 69 SF MAIL 133 558 SF LOBBY 100 646 SF LOUNGE 115 679 SF COMM ROOM 116 112 SF STOR. 137 650 SF UNIT 1.1 120 650 SF UNIT 1.1 121 959 SF UNIT 2.1 124 1320 SF UNIT 3.1 123 650 SF UNIT 1.1 125 650 SF UNIT 1.1 126 650 SF UNIT 1.1A 127 1281 SF UNIT 2.3 128 171 SF PACKAGE ROOM 131 243 SF SA-1 150 373 SF RES. STORAGE 118 132 SA-E 100B 25 A501 16 A501 26 A502 26 A502 SB-1 WP-4 R1 -A401 1 A516 29 A517 23 34' - 2"95' - 5 5/8" WP-4 R1 WP-6 R1 WP-4 R1 1' - 6 " 8' - 6 " 2' - 8 1/2"22' - 2 1/2"2' - 5 1/4" A519 1 115 2 3 5 7 7.4 7.6 9 8 10 4 1 A A C C E E G H J 3.1 3.1 4.6 6.8 6.8 7.3 7.3 7.7 7.7 B B D D 77 SF RESTROOM 134 66 SF RESTROOM 135 A700 05 06 A70007 08 09 135135 A70011 10 22 ' - 9 " 24 ' - 2 3 / 4 " 4' - 0 " 7' - 6 1 / 8 " 12 ' - 1 1 3 / 8 " 12 ' - 9 " 4' - 0 " 7' - 7 3 / 8 " 13 ' - 0 5 / 8 " 4' - 0 " 20 ' - 1 0 " 4' - 0 " 7' - 8 3 / 8 " 17 ' - 2 3 / 8 " 25 ' - 7 " 18 8 ' - 2 " F F 6 WC-6 R1 SW-6 R2 WP-6 R1 WP-4 R1 WP-4 R1 WP-4 R1 WP-4 R1 WP-4 R1 WP-4 R1 WP-12 R1 SW-4 R2 SW-4 R2 WC-6 R1 WP-4 R1 5' - 9"62' - 0" 2' - 3 " 8' - 6 " 18 ' - 1 " 13 ' - 8 " 12 ' - 3 " 13 ' - 0 " 12 ' - 2 1 / 2 " 12 ' - 6 1 / 4 " 12 ' - 2 3 / 4 " 7' - 3 1 / 2 " 7' - 6 " 6' - 6"26' - 2"9' - 3"12' - 3 3/4" 7' - 9 1/4" 16 ' - 1 0 " 12 ' - 3 " 13 ' - 8 " 12 ' - 3 1 / 4 " 6' - 2 1 / 4 " 18 ' - 7 3 / 4 " 12 ' - 1 " 12 ' - 8 " 12 ' - 1 " 12 ' - 8 " 12 ' - 1 " 8' - 7 1 / 4 " 38 ' - 1 1 / 2 " 23' - 11 1/4"4' - 0"7' - 6 1/2"10' - 9"20' - 5 1/8"4' - 0"20' - 9 3/4"4' - 0" 22 ' - 9 " 24 ' - 2 1 / 4 " 4' - 0 " 7' - 1 1 1 / 4 " 13 ' - 2 3 / 4 " 4' - 0 " 7' - 6 1 / 4 " 13 ' - 1 3 / 4 " 4' - 0 " 18 ' - 8 3 / 4 " 10' - 9 3/4"4' - 0"24' - 7 1/4"20' - 10 1/2"4' - 0" 116 137 118A 118B 118C 118D 118E118F118G 118 118H 273 SF SB-1 SB-1 A4032 3 100A 131A 131SA-1 SB-E WC-6 R1 WC-6 R1 134 40' - 0 1/2"13' - 7 1/8"12' - 2"6' - 8 5/8"24' - 3 3/4" 7' - 8 3/4"12' - 1 1/2"13' - 7 1/2"12' - 3 5/8"12' - 10 7/8" 9' - 0 1/2" 11' - 6 7/16" WI-4 WC-6 R1 11 9 ' - 6 " --- - 5' - 0 " 28' - 6"5' - 0"28' - 6" CL R 7' - 0 " UNIT S1 119 UNIT 2.1 122 WP-12 R1 3 A511 4 A511 2 A512 2 A511 4 A512 5 A512 AL-1 AL-2 AL-4 AL-3 A701 09 2' - 6 " EQ . EQ . 10 ' - 1 1 1 / 8 " 6' - 3 1 / 4 " 10 ' - 1 0 5 / 1 6 " 2' - 3"6' - 0 " 8' - 0 1 / 8 " A701 10 A700 03 02 01 04 - 2 A150A U9U9 1. PLANS ARE DIMENSIONED FROM EXTERIOR FACE OF STUD/FOUNDATION FOR EXTERIOR WALLS AND CENTERLINE OF INTERIOR WALLS. 2. TYPICAL GRID LINES ALIGN WITH FACE OF FOUNDATION FOR EXTERIOR WALLS AND CENTERLINES OF INTERIOR WALLS. 3. DOORS 3" OFF ADJACENT WALLS UNLESS OTHERWISE NOTED. 4. ALL NEW WALLS ARE NOT SHADED. 5. ALL NEW DOORS ARE SHOWN OPEN AT 90-DEGREE ANGLE. FLOOR PLAN GENERAL NOTES FIRM GROUND ARCHITECTS & ENGINEERS -WALL NAMING CONVENTIONS [ WALL TYPE ] [ MODIFIER ] [ RATING ] ex. W I - 6 A R1 [Structural Material] [Location] [Nominal Size of Stud] [Permutation] [Hr Rating (if applicable)] (W)ood (E)xterior (S)teel (I)nterior (M)asonry (F)urring TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 2 2 P M A101A FIRST FLOOR PLAN- WEST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A101A 1 1 FIRST FLOOR WEST Keynotes- Floor Plan Key Value Keynote Text #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 A4121 558 SF LOBBY 100 959 SF UNIT 2.1 101 959 SF UNIT 2.1 102 1281 SF UNIT 2.3 103 650 SF UNIT 1.1A 104 650 SF UNIT 1.1 105 650 SF UNIT 1.1 106 1092 SF UNIT 2.2 107 1092 SF UNIT 2.2 108 650 SF UNIT 1.1 109 877 SF UNIT 1.2 110 648 SF FITNESS ROOM 114 360 SF STORAGE 11297 SF TRASH 111 646 SF LOUNGE 115 225 SF SC-1 151 83 SF ELEV. LOBBY 113 25 A501 1 A502 A4021 A518 23 24' - 5 3/4"4' - 0"14' - 9 1/2"4' - 0"24' - 5 5/8"34' - 2" 96 ' - 6 1 / 4 " 31' - 0"31' - 0" WP-12 R1 2' - 5 1/4" A520 2 3 T3 5 A511 6 A511 22 33 99 44 11 J K M N P Q R 3.1 3.1 4.6 4.6 6.8 7.3 7.7 A700 09 66 L WP-4 R1 WP-4 R1 WP-4 R1 WP-6 R1 WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 WP-4 R1 WP-4 R1 SW-4 R2 WC-6 R1 SW-6 R2 WC-6 R1 WC-6 R1 WC-6 R1 WC-6 R1 WI-6 WP-4 R1 A208 114 112 111 25 ' - 7 " 17 ' - 2 1 / 4 " 13 ' - 2 3 / 4 " 4' - 0 " 7' - 7 1 / 4 " 13 ' - 1 5 / 8 " 4' - 0 " 7' - 7 3 / 8 " 7' - 6 3 / 4 " 4' - 0 " 12 ' - 9 5 / 8 " 10 ' - 2 1 / 2 " 7' - 1 0 7 / 8 " 4' - 0 " 26 ' - 7 " 4' - 0" 26 ' - 7 " 4' - 0 " 21 ' - 5 " 4' - 0 " 15 ' - 2 " 4' - 0 " 21 ' - 7 " 4' - 0"24' - 3"4' - 0"7' - 6" A403 1 112G 112B 112C112D 112E 112A112F WC-6 R1 SC-1 WP-4 R1 WP-4 R1 16 5 ' - 5 " 6' - 3 3 / 4 " 15 ' - 1 1 1 / 2 " 12 ' - 1 1 / 2 " 22 ' - 8 " 12 ' - 1 1 / 2 " 7' - 8 3 / 4 " 12 ' - 1 1 / 2 " 12 ' - 7 1 / 2 " 12 ' - 1 1 / 2 " 13 ' - 6 " 38 ' - 1 1 / 2 " 9' - 0 1/2"13' - 7 5/8"12' - 1 1/2"8' - 6"12' - 1 1/2"13' - 7 5/8"11' - 10 3/4"11' - 0 3/4"17' - 1" 17' - 2 3/4"27' - 6"17' - 3 1/4" 6' - 3 3 / 4 " 15 ' - 1 1 1 / 2 " 12 ' - 1 1 / 2 " 13 ' - 8 1 / 4 " 11 ' - 8 3 / 4 " 7' - 8 3 / 4 " 12 ' - 1 1 / 2 " 8' - 3 " 8' - 1 0 " 11' - 6 7/16"12' - 0 1/16"13' - 3 3/4"4' - 6" 62' - 0" --- - 5' - 0" 11 ' - 3 1 / 4 " 5' - 1" SW-12 R2 WP-4 R1 114A 1 A512 5 A512 AL-1 AL-2 AL-4 AL-3 10 ' - 1 1 1 / 8 " 6' - 3 1 / 4 " 10 ' - 1 0 5 / 1 6 " 2' - 3" EQ . EQ . 04 A208 06 05 A700 03 02 01 - U9 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 2 4 P M A101B FIRST FLOOR PLAN EAST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A101B 1 1 FIRST FLOOR EAST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 UP A411 A411 2 1 25 A501 16 A501 26 A502 -A401 1 A516 30 A517 17 SA-2 SA-2 273 SF SB-2 SB-2 1281 SF UNIT 2.3 228 959 SF UNIT 2.1 229 650 SF UNIT 1.1 230 650 SF UNIT 1.1 200 959 SF UNIT 2.1 216 650 SF UNIT 1.1 215 650 SF UNIT 1.1 227 573 SF UNIT S1 219 650 SF UNIT 1.1 226 650 SF UNIT 1.1 220 650 SF UNIT 1.1 225 959 SF UNIT 2.1 222 959 SF UNIT 2.1 224 373 SF STORAGE 218 34' - 2"23' - 11 1/4"4' - 0"7' - 11 13/16"9' - 10 3/8"20' - 10 7/16"4' - 0"20' - 9 3/4"4' - 0" 22 ' - 9 " 13 9 ' - 1 0 " 25 ' - 7 " 18 8 ' - 2 " 22 ' - 9 " 24 ' - 2 1 / 4 " 4' - 0 " 7' - 1 1 1 / 4 " 13 ' - 2 3 / 4 " 4' - 0 " 20 ' - 8 " 4' - 0 " 7' - 7 1 / 4 " 11 ' - 1 1 / 2 " 11 9 ' - 6 " 28' - 6 1/8" 82 SF ELEV. LOBBY 217 A519 3 22 33 5 7 7.4 7.6 9 8 10 44 11 A C E G H J 3.1 3.1 4.6 6.8 6.8 7.3 7.3 7.7 7.7 B D UNIT 1.1 221 62 ' - 0 3 / 4 " F 6 6 WC-6 R1 WC-6 R1 WC-6 R1 WP-4 R1 SW-6 R2 WP-4 R1 WP-4 R1 WP-4 R1 WP-4 R1WP-4 R1 WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 WP-4 R1 SA-2 218E 218F 218G 218H 218B 218C 218D218A 218 54 SF UTIL. 223 223 SB-2 24 ' - 2 3 / 4 " 4' - 0 " 7' - 6 1 / 8 " 12 ' - 1 1 3 / 8 " 12 ' - 9 " 4' - 0 " 20 ' - 8 " 4' - 0 " 7' - 8 3 / 8 " 13 ' - 1 5 / 8 " 4' - 0 " 24 ' - 1 0 3 / 4 " 10' - 9 3/4"4' - 0"24' - 7 1/4"20' - 10 1/2"4' - 0" A4032 3 6' - 4 " 13 ' - 8 " 12 ' - 3 1 / 4 " 24 ' - 1 0 " 12 ' - 1 " 12 ' - 8 " 12 ' - 1 " 12 ' - 8 " 12 ' - 1 " 8' - 7 1 / 4 " 38 ' - 1 1 / 2 " 40' - 0 1/2"13' - 7 1/8"12' - 2"22' - 11 1/8"8' - 1 1/4"16' - 8"8' - 3"13' - 8 3/4" 6' - 1 " 13 ' - 8 " 12 ' - 3 " 13 ' - 0 " 12 ' - 2 1 / 2 " 12 ' - 6 1 / 4 " 12 ' - 2 3 / 4 " 7' - 3 1 / 2 " 7' - 6 " 126' - 5 1/4" 7' - 8 3/4"12' - 1 1/2"13' - 7 1/2"12' - 3 5/8"10' - 8 1/2"13' - 8 13/16" 4 A512 5 A512 2 A150A TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 2 7 P M A102A SECOND FLOOR PLAN- WEST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. Keynotes- Floor Plan Key Value Keynote Text 1/8" = 1'-0"A102A 1 2 SECOND FLOOR WEST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 A4121 25 A501 1 A502 A4021 SC-2 SC-2 A518 17 650 SF UNIT 1.1 204 1281 SF UNIT 2.3 203 959 SF UNIT 2.1 202959 SF UNIT 2.1 201 959 SF UNIT 2.1 214 97 SF TRASH 211 877 SF UNIT 1.2 210 650 SF UNIT 1.1 209 1092 SF UNIT 2.2 208 650 SF UNIT 1.1 206 650 SF UNIT 1.1 205 1092 SF UNIT 2.2 207 650 SF UNIT 1.1 200 650 SF UNIT 1.1 215 4' - 0"24' - 5 3/4"4' - 0"7' - 4 3/4"7' - 4 3/4"4' - 0"24' - 5 5/8"34' - 2" 26 ' - 7 " 4' - 0 " 8' - 3 1 / 2 " 13 ' - 1 1 / 2 " 4' - 0 " 7' - 7 1 / 2 " 7' - 6 1 / 2 " 4' - 0 " 21 ' - 7 " 16 5 ' - 5 " 360 SF STOR. 212 83 SF ELEV. LOBBY 213 A520 3 3 T3 5 A511 6 A511 22 33 99 44 11 J K M N P Q R 3.1 3.1 4.6 4.6 6.8 7.3 7.7 66 L WP-4 R1 WP-4 R1 WP-4 R1 WP-4 R1 WC-6 R1 WC-6 R1 SW-6 R2 WP-6 R1 WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 WC-6 R1 WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 SW-4 R2 62' - 0" 26 ' - 7 " 4' - 0 " 7' - 1 0 7 / 8 " 10 ' - 2 1 / 2 " 12 ' - 9 5 / 8 " 4' - 0 " 7' - 6 3 / 4 " 7' - 7 3 / 8 " 4' - 0 " 13 ' - 1 5 / 8 " 7' - 7 1 / 4 " 4' - 0 " 13 ' - 2 3 / 4 " 17 ' - 2 1 / 4 " 25 ' - 7 " 4' - 0"24' - 3"4' - 0" A403 1 212 212A 212B 212C212D 212E 212F 212G 211 SC-2 13' - 8 3/4"13' - 7 5/8"12' - 1 1/2"8' - 6"12' - 1 1/2"13' - 7 5/8"40' - 0 1/2" 109' - 1 1/4" 22 ' - 3 1 / 4 " 12 ' - 1 1 / 2 " 22 ' - 8 " 12 ' - 1 1 / 2 " 7' - 8 3 / 4 " 12 ' - 1 1 / 2 " 12 ' - 7 1 / 2 " 12 ' - 1 1 / 2 " 51 ' - 7 1 / 2 " 17' - 2 3/4"27' - 6"17' - 3 1/4" 6' - 3 3 / 4 " 15 ' - 1 1 1 / 2 " 12 ' - 1 1 / 2 " 13 ' - 8 1 / 4 " 11 ' - 8 3 / 4 " 7' - 8 3 / 4 " 12 ' - 1 1 / 2 " 8' - 3 " 8' - 1 0 " 13' - 8 13/16"12' - 0 1/16"13' - 3 3/4"4' - 6" 96 ' - 9 " WP-4 R1 WP-4 R1 5 A512 3 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 3 0 P M A102B SECOND FLOOR PLAN- EAST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A102B 1 2 SECOND FLOOR EAST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 A411 A411 2 1 25 A501 16 A501 26 A502 -A401 1 A517 11 273 SF SB-3 SB-3 A516 17 650 SF UNIT 1.1 320 573 SF UNIT S1 319 650 SF UNIT 1.1 325 650 SF UNIT 1.1 326 650 SF UNIT 1.1 325 959 SF UNIT 2.1 323 650 SF UNIT 1.1 321 1281 SF UNIT 2.3 327 650 SF UNIT 1.1 329 650 SF UNIT 1.1 300 959 SF UNIT 2.1 328 650 SF UNIT 1.1 315 959 SF UNIT 2.1 316 34' - 2"23' - 11 1/4"4' - 0"7' - 6 1/2"10' - 9"20' - 5 1/8"4' - 0"20' - 9 3/4"4' - 0" 16 5 ' - 5 " 96 ' - 9 " 3' - 5"7' - 4 3/4"4' - 0"24' - 7 1/4"20' - 10 1/2"4' - 0" 243 SF SA-3 SA-3 82 SF ELEV. LOBBY 317 373 SF STORAGE 318 WE-2 R1 22 33 5 7 7.4 7.6 99 8 10 4 11 A C E G H J 3.1 3.1 4.6 6.8 6.8 7.3 7.3 7.7 7.7 B D UNIT 2.1 322 35 ' - 2 3 / 4 " F 6 SW-4 R2 WP-4 R1 SW-4 R2 WP-6 R1 WC-6 R1 WC-6 R1 SW-4 R2 SW-4 R2 WP-4 R1 WP-4 R1 WP-4 R1WP-4 R1 WP-4 R1 WP-4 R1 WC-6 R1 SW-6 R2 SA-3 318 318A 318B 318C 318D 318H318G318F318E SB-3 24 ' - 2 3 / 4 " 4' - 0 " 7' - 6 1 / 8 " 12 ' - 1 1 3 / 8 " 12 ' - 9 " 4' - 0 " 20 ' - 8 " 4' - 0 " 20 ' - 1 0 " 4' - 0 " 24 ' - 1 0 3 / 4 " 25 ' - 7 " A4032 3 322 6' - 4 " 13 ' - 8 " 12 ' - 3 1 / 4 " 24 ' - 1 0 " 12 ' - 1 " 12 ' - 8 " 12 ' - 1 " 12 ' - 8 " 12 ' - 1 " 8' - 7 1 / 4 " 38 ' - 1 1 / 2 " 126' - 5 1/4" 40' - 0 1/2"13' - 7 1/8"12' - 2"22' - 11 1/8"8' - 1 1/4"16' - 8"8' - 3"13' - 8 3/4" 62' - 0" 28' - 2 3/8"5' - 7 1/4"28' - 2 3/8" 14' - 3"33' - 6"14' - 3" 24 ' - 2 1 / 4 " 4' - 0 " 7' - 1 1 1 / 4 " 13 ' - 2 3 / 4 " 4' - 0 " 20 ' - 8 " 4' - 0 " 18 ' - 8 3 / 4 " 6' - 1 " 13 ' - 8 " 12 ' - 3 " 13 ' - 0 " 12 ' - 2 1 / 2 " 12 ' - 6 1 / 4 " 12 ' - 2 3 / 4 " 7' - 3 1 / 2 " 7' - 6 " 7' - 8 3/4"12' - 1 1/2"13' - 7 1/2"12' - 3 5/8"10' - 8 1/2"13' - 8 13/16" 4 A512 5 A512 2 A150A TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 3 3 P M A103A THIRD FLOOR PLAN- WEST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A103A 1 THIRD FLOOR WEST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 A4121 25 A501 1 A502 A4021 A518 11 650 SF UNIT 1.1 300 959 SF UNIT 2.1 314 959 SF UNIT 2.1 301 959 SF UNIT 2.1 302 1281 SF UNIT 2.3 303 650 SF UNIT 1.1 304 650 SF UNIT 1.1 305 877 SF UNIT 1.2 310 650 SF UNIT 1.1 309 650 SF UNIT 1.1 306 1092 SF UNIT 2.2 307 1092 SF UNIT 2.2 308 4' - 0"24' - 5 3/4"4' - 0"7' - 4 3/4"7' - 4 3/4"4' - 0"24' - 5 5/8"34' - 2" 4' - 0"24' - 3"4' - 0"7' - 6" 26 ' - 7 " 4' - 0 " 8' - 3 1 / 2 " 13 ' - 1 1 / 2 " 4' - 0 " 7' - 7 1 / 2 " 7' - 6 1 / 2 " 4' - 0 " 21 ' - 7 " 96 ' - 9 " 31' - 0"31' - 0" 26 ' - 7 " 4' - 0 " 7' - 1 0 7 / 8 " 10 ' - 2 1 / 2 " 12 ' - 9 5 / 8 " 4' - 0 " 7' - 6 3 / 4 " 7' - 7 3 / 8 " 4' - 0 " 13 ' - 1 5 / 8 " 7' - 7 1 / 4 " 4' - 0 " 13 ' - 2 3 / 4 " 17 ' - 2 1 / 4 " 25 ' - 7 " 16 5 ' - 5 " 311 WC-6 R1 311 83 SF ELEV. LOBBY 313 360 SF STOR. 312 225 SF SC-3 SC-3 97 SF TRASH 311 WC-6 R1WC-6 R1 62' - 0" 3 T3 5 A511 6 A511 312D 312C 22 33 99 44 11 J K M N P Q R 3.1 3.1 4.6 4.6 6.8 7.3 7.7 66 L WP-4 R1 WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 WP-4 R1 WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 SW-4 R2 SW-6 R2 SW-6 R2 SW-6 R2 WP-4 R1 WP-6 R1 WP-4 R1 WP-4 R1 WC-6 R1 WC-6 R1 WC-6 R1 WC-6 R1 A403 1 312 312A 312B 312F 312G 312E312E 312F312F SC-3 13' - 8 3/4"13' - 7 5/8"12' - 1 1/2"8' - 6"12' - 1 1/2"13' - 7 5/8"40' - 0 1/2" 13' - 8 13/16"12' - 0 1/16"13' - 3 3/4"4' - 6" 109' - 1 1/4" 22 ' - 3 1 / 4 " 12 ' - 1 1 / 2 " 22 ' - 8 " 12 ' - 1 1 / 2 " 7' - 8 3 / 4 " 12 ' - 1 1 / 2 " 12 ' - 7 1 / 2 " 12 ' - 1 1 / 2 " 51 ' - 7 1 / 2 " 17' - 2 3/4"27' - 6"17' - 3 1/4" 6' - 3 3 / 4 " 15 ' - 1 1 1 / 2 " 12 ' - 1 1 / 2 " 13 ' - 8 1 / 4 " 11 ' - 8 3 / 4 " 7' - 8 3 / 4 " 12 ' - 1 1 / 2 " 8' - 3 " 8' - 1 0 " WP-12 R1 --- - 5 A512 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 3 6 P M A103B THIRD FLOOR PLAN- EAST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A103B 1 THIRD FLOOR EAST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 A411 A411 2 1 25 A501 16 A501 26 A502 -A401 1 A517 5 1281 SF UNIT 2.3 427 959 SF UNIT 2.1 428 650 SF UNIT 1.1 429 650 SF UNIT 1.1 400 SB-4A 650 SF UNIT 1.1 426 650 SF UNIT 1.1 425 650 SF UNIT 1.1 425 959 SF UNIT 2.2A 423 650 SF UNIT 1.1 421 650 SF UNIT 1.1 420 573 SF UNIT S1 419 959 SF UNIT 2.1 416 650 SF UNIT 1.1 415 373 SF STOR. 418 82 SF ELEV. LOBBY 417 2 3 5 7 7.4 7.6 9 8 4 1 A C E G H J 3.1 3.1 4.6 6.8 7.3 7.7 B D F 6 A516 18 A4032 3 271 SF SB-4 SB-4 SB-4 SA-4 418A 418 418H 418G 418F 418E 418D418C418B 7' - 6 " 4 A512 5 A512 34' - 2"23' - 11 1/4"4' - 0"7' - 6 1/2"10' - 9"20' - 5 1/8"4' - 0"20' - 9 3/4"4' - 0" 16 5 ' - 5 " 96 ' - 9 " 3' - 5"7' - 4 3/4"4' - 0"24' - 7 1/4"20' - 10 1/2"4' - 0" 35 ' - 2 3 / 4 " 24 ' - 2 3 / 4 " 4' - 0 " 7' - 6 1 / 8 " 12 ' - 1 1 3 / 8 " 12 ' - 9 " 4' - 0 " 20 ' - 8 " 4' - 0 " 20 ' - 1 0 " 4' - 0 " 24 ' - 1 0 3 / 4 " 25 ' - 7 " 6' - 4 " 13 ' - 8 " 12 ' - 3 1 / 4 " 24 ' - 1 0 " 12 ' - 1 " 12 ' - 8 " 12 ' - 1 " 12 ' - 8 " 12 ' - 1 " 8' - 7 1 / 4 " 38 ' - 1 1 / 2 " 126' - 5 1/4" 40' - 0 1/2"13' - 7 1/8"12' - 2"22' - 11 1/8"8' - 1 1/4"16' - 8"8' - 3"13' - 8 3/4" 62' - 0" 28' - 2 3/8"5' - 7 1/4"28' - 2 3/8" 14' - 3"33' - 6"14' - 3" 24 ' - 2 1 / 4 " 4' - 0 " 7' - 1 1 1 / 4 " 13 ' - 2 3 / 4 " 4' - 0 " 20 ' - 8 " 4' - 0 " 18 ' - 8 3 / 4 " 6' - 1 " 13 ' - 8 " 12 ' - 3 " 13 ' - 0 " 12 ' - 2 1 / 2 " 12 ' - 6 1 / 4 " 12 ' - 2 3 / 4 " 7' - 3 1 / 2 " 7' - 6 " 7' - 8 3/4"12' - 1 1/2"13' - 7 1/2"12' - 3 5/8"10' - 8 1/2"13' - 8 13/16" WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 WP-4 R1 WC-6 R1 WC-6 R1 WC-6 R1 WC-6 R1 WP-4 R1 WP-6 R1 SW-4 R2 SW-4 R2 WP-4 R1 WP-4 R1 U9 U9U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 WP-4 R1 WP-4 R1 WP-4 R1 WC-6 R1WC-6 R1 WC-6 R1 WC-6 R1 WC-6 R1 34' - 2"23' - 11 1/4"4' - 0"7' - 6 1/2"10' - 9"20' - 5 1/8"4' - 0"20' - 9 3/4"4' - 0" 3' - 5"7' - 4 3/4"4' - 0"24' - 7 1/4"20' - 10 1/2"4' - 0" WP-4 R1 WP-4 R1 40' - 0 1/2"13' - 7 1/8"12' - 2"22' - 11 1/8"8' - 1 1/4"16' - 8"8' - 3"13' - 8 3/4" 7' - 8 3/4"12' - 1 1/2"13' - 7 1/2"12' - 3 5/8"10' - 8 1/2"13' - 8 13/16" TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 3 9 P M A104A FOURTH FLOOR PLAN- WEST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A104A 1 4 FOURTH FLOOR WEST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 A4121 25 A501 1 A502 A4021 A518 5 3 T3 5 A511 6 A511 650 SF UNIT 1.1 400 SC-4A 650 SF UNIT 1.1 415 959 SF UNIT 2.1 414 877 SF UNIT 1.2 410 650 SF UNIT 1.1 409 1092 SF UNIT 2.2 408 1092 SF UNIT 2.2 407 650 SF UNIT 1.1 406 650 SF UNIT 1.1 405 650 SF UNIT 1.1 404 1281 SF UNIT 2.3 403 959 SF UNIT 2.1 402 959 SF UNIT 2.1 401 97 SF TRASH 411 360 SF STOR. 412 83 SF ELEV. LOBBY 413 2 3 9 4 1 J K M N P Q R 3.1 4.6 6.8 7.3 7.7 6 L A403 1 412 412A 412B 412C412D 412E 412F 412G 411 SC-4 4' - 10"1' - 10" 5 A512 4' - 0"24' - 5 3/4"4' - 0"7' - 4 3/4"7' - 4 3/4"4' - 0"24' - 5 5/8"34' - 2" 4' - 0"24' - 3"4' - 0"7' - 6" 13' - 8 3/4"13' - 7 5/8"12' - 1 1/2"8' - 6"12' - 1 1/2"13' - 7 5/8"40' - 0 1/2" 13' - 8 13/16"12' - 0 1/16"13' - 3 3/4"4' - 6" WP-4 R1 U9 U9 WC-6 R1 4' - 0"24' - 5 3/4"4' - 0"7' - 4 3/4"7' - 4 3/4"4' - 0"24' - 5 5/8"34' - 2" 4' - 0"24' - 3"4' - 0"7' - 6" 26 ' - 7 " 4' - 0 " 8' - 3 1 / 2 " 13 ' - 1 1 / 2 " 4' - 0 " 7' - 7 1 / 2 " 7' - 6 1 / 2 " 4' - 0 " 21 ' - 7 " 96 ' - 9 " 31' - 0"31' - 0" 26 ' - 7 " 4' - 0 " 7' - 1 0 7 / 8 " 10 ' - 2 1 / 2 " 12 ' - 9 5 / 8 " 4' - 0 " 7' - 6 3 / 4 " 7' - 7 3 / 8 " 4' - 0 " 13 ' - 1 5 / 8 " 7' - 7 1 / 4 " 4' - 0 " 13 ' - 2 3 / 4 " 17 ' - 2 1 / 4 " 25 ' - 7 " 16 5 ' - 5 " 411 WC-6 R1 411 WC-6 R1WC-6 R1 62' - 0" 412D 412C WP-4 R1 WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 WP-4 R1 WP-4 R1 WP-4 R1 SW-4 R2 SW-4 R2 SW-4 R2 SW-6 R2 SW-6 R2 SW-6 R2 WP-4 R1 WP-6 R1 WP-4 R1 WP-4 R1 WC-6 R1 WC-6 R1 WC-6 R1 WC-6 R1 412 412F 412G 412F412F SC-4 13' - 8 3/4"13' - 7 5/8"12' - 1 1/2"8' - 6"12' - 1 1/2"13' - 7 5/8"40' - 0 1/2" 13' - 8 13/16"12' - 0 1/16"13' - 3 3/4"4' - 6" 109' - 1 1/4" 22 ' - 3 1 / 4 " 12 ' - 1 1 / 2 " 22 ' - 8 " 12 ' - 1 1 / 2 " 7' - 8 3 / 4 " 12 ' - 1 1 / 2 " 12 ' - 7 1 / 2 " 12 ' - 1 1 / 2 " 51 ' - 7 1 / 2 " 17' - 2 3/4"27' - 6"17' - 3 1/4" 6' - 3 3 / 4 " 15 ' - 1 1 1 / 2 " 12 ' - 1 1 / 2 " 13 ' - 8 1 / 4 " 11 ' - 8 3 / 4 " 7' - 8 3 / 4 " 12 ' - 1 1 / 2 " 8' - 3 " 8' - 1 0 " WP-12 R1 U9U9 U9 U9 U9 U9 U9 U9 U9 U9U9 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 4 2 P M A104B FOURTH FLOOR PLAN- EAST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A104B 1 4 FOURTH FLOOR EAST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 GENERAL ROOF NOTES 1. ALL SHEET METAL FLASHING SHALL BE 22 GA. AND .032" ALUMINUM UNLESS NOTED OTHERWISE. 2. ALL OUTSIDE AIR INTAKE FOR HVAC UNIT TO MAINTAIN MIN. 10'-0" SEPARATION FROM PLUMBING VENTS, FLUES, AND BUILDING EXHAUST. 3. CRICKETS AT ROOFTOP EQUIPMENT SHALL BE FORMED WITH TAPERED INSULATION TO SUCH AN EXTENT AS TO PROVIDE A POSITIVE MIN. 1/2" PER 12" SLOPE. 4. ROOFING MATERIAL INSTALLATION TO OCCUR WITH TEMPERATURES ABOVE 32 DEGREES F. 5. RIDGED FOAM INSULATION SHALL BE AN ACCEPTABLE PRODUCT WITH THE ROOFING SYSTEM TO MEET ROOF MANUFACTURERS GUARANTEE. 6. MECHANICAL CONTRACTOR TO PROVIDE FINAL SIZING OF ROOF DRAINS AND CAPACITIES. 7. VERIFY ROOF TOP UNIT LOCATION WITH MECHANICAL CONTRACTOR. 8. SEE STRUCTURALLY ROOF PLAN FOR ADDITIONAL INFORMATION PERTAINING TO THIS ROOF PLAN. 9. PAINT ALL ROOFTOP EQUIPMENT, PIPING, RAILING, LADDERS, ETC. UNLESS EQUIPMENT IS PREFINISHED SEE ASSEMBLIES PAGE FOR ROOF ASSEMBLY A411 A411 2 1 16 A501 -A401 1 30' - 5"30' - 6 3/4"25' - 0 3/8"25' - 0 3/4" 24 ' - 8 1 8 9 / 2 5 6 " 48 ' - 4 1 3 / 1 6 " 54 ' - 7 8 3 / 2 5 6 " 30 ' - 6 " 30' - 6 1/8"30' - 5 5/8" 30' - 6 1/8"30' - 5 5/8" 30 ' - 6 " SCUPPER TO ROOF BELOW ELEVATOR HOISTWAY OVERRUN ROOF DRAINROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF ACCESS HATCH 2'x 2' RUBBER PAVER PATH 22 33 5 7 7.4 7.6 9 8 10 44 11 A C E G H J 3.1 3.1 4.6 6.8 6.8 7.3 7.3 7.7 7.7 B D F 66 24 ' - 2 3 / 4 " 4' - 0 " 33 ' - 2 1 / 2 " 4' - 0 " 20 ' - 8 " 4' - 0 " 20 ' - 1 0 " 4' - 0 " 24 ' - 1 0 3 / 4 " 25 ' - 7 " 24 ' - 2 1 / 4 " 4' - 0 " 21 ' - 2 " 4' - 0 " 20 ' - 8 " 4' - 0 " 18 ' - 8 3 / 4 " A4032 3 16 5 ' - 5 " 96 ' - 9 " 34' - 2"23' - 10 1/2"4' - 1 1/2" 4 A512 5 A512 DOWNSPOUT/SCUPPE R TO SPLASH BLOCK CANOPY AT LEVEL 2 11 ' - 8 " 25' - 6" ROOF DRAINOVERFLOW DRAIN ROOF ABOVE UNIT 3.1 BELOW 2 SECOND FLOOR 110' -7 7/8" 3 THIRD FLOOR 121' -3 3/4" 9 FJ-1 WP-12 R1 FJ-1 PREFABBED METAL STEPS ROOF INSULATION ROOF SHEATHING WOOD TJI ROOF FRAMING 1/2" RESILLIENT CHANNEL 5/8" GYPSUM BOARDFJ-1 RT-1 INTERIOR METAL FLASHING W/ DRIP EDGE DOOR THRESHOLD WRAP ROOF MEMBRANE UNDER THRESHOLD OVERLAP W/ VAPOR BARRIER ROOF MEMBRANE HOLLOW METAL DOOR PREFABBED METAL STEPS VAPOR BARRIER TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 4 4 P M A150A ROOF PLAN WEST 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. Keynotes- Roof Plan Key Value Keynote Text 1/8" = 1'-0"A150A 1 ROOF PLAN WEST 1/4" = 1'-0"A150A 2 SECTION @ 2ND FLOOR ROOF ACCESS 1 1/2" = 1'-0"A150A 3 ROOF ACCESS DOOR @ L2 #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 A4121A4021 56' - 5 19/32"30' - 5 1/16" 30 ' - 6 2 1 / 1 2 8 " 30 ' - 5 7 5 / 1 2 8 " 24 ' - 2 7 3 / 1 2 8 " 24 ' - 2 1 3 / 3 2 " 24 ' - 2 1 3 / 3 2 " 24 ' - 1 7 9 / 1 2 8 " 30 ' - 5 1 1 7 / 1 2 8 " 30 ' - 5 1 0 7 / 1 2 8 " ELEVATOR HOISTWAY OVERRUN SCUPPER TO ROOF BELOW ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF ACCESS HATCH 2' x 2' RUBBER PAVER PATH 3 T3 5 A511 6 A511 22 33 99 44 11 J K M N P Q R 3.1 3.1 4.6 4.6 6.8 6.8 7.3 7.3 7.7 7.7 66 L 26 ' - 7 " 4' - 0 " 21 ' - 5 " 4' - 0 " 15 ' - 2 " 4' - 0 " 21 ' - 7 " 62' - 0" 26 ' - 7 " 4' - 0 " 30 ' - 1 1 " 4' - 0 " 15 ' - 2 1 / 8 " 4' - 0 " 20 ' - 8 7 / 8 " 4' - 0 " 30 ' - 5 " 25 ' - 7 " 16 5 ' - 5 " A403 1 5 A512 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 4 6 P M A150B ROOF PLAN EAST 25.133 Author TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A150B 1 ROOF PLAN EAST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 1 FIRST FLOOR 100' -0" 2 SECOND FLOOR 110' -7 7/8" 0 PARKING GARAGE 89' -0" 3 THIRD FLOOR 121' -3 3/4" 4 FOURTH FLOOR 131' -11 5/8" ROOF BEARING 140' -11 3/4" T.O. PARAPET 144' -11 1/2" 16 A501 26 A5021 A502 E05 E01E03E04 E02 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 3 T3 RETAINING WALL, SEE CIVIL ACEGHJKMNPQRBDFL W2 W2 W3 W2 W2 W2 W2 W2W2 W2W2 W3 W3 W2W2W3W3 W3 W3 W3 W3 W3 W2 W3 W2 W3 W2 W3W3W3 W2 W3 W2 W3 W2 W3 W3 W3 W3 5 A512 W6 W6 W6 W6 W3 W3 W3 W2 W2 W2 W2W3 W6 W2W3 W6 W2W3 W6 W2W3 W6 W3 AL-1 1 FIRST FLOOR 100' -0" 2 SECOND FLOOR 110' -7 7/8" 0 PARKING GARAGE 89' -0" 3 THIRD FLOOR 121' -3 3/4" 4 FOURTH FLOOR 131' -11 5/8" ROOF BEARING 140' -11 3/4" T.O. PARAPET 144' -11 1/2" 16 A501 26 A502 1 A502 E03 E01 E04 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 3 T3 WALK-OUT AMENITY PATIO BEYOND A C E H J K M N P Q RBDFL W2 W2 W3W2W3 W2 W2W2 W2 W2W2 W3 W3 W4 W3W3 W3W3 W3W3 W3W3 W3 W3 W3 W3W3 W3 W3W3 W3W3 W3W3 AL-4 2 A150A TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 5 0 P M A401 EXTERIOR ELEVATIONS 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. Keynotes- Exterior Elevation Key Value Keynote Text E01 NICHICHA FIVER CEMENT DIMENSION SERIES-INDIGO RIBBED E02 BELDEN BRICK- BLACK DIAMOND VELOUR E03 HARDIEPANEL VERTICAL SIDING SMOOTH- COLOR NIGHT GRAY E04 HARDIEPANEL VERTICAL SIDING SMOOTH- COLOR ARCTIC WHITE E05 NICHICHA FIBER CEMENT MASONRY SERIES- SANDSTONE 1/8" = 1'-0"A401 1 EXTERIOR ELEVATION NORTH 1/8" = 1'-0"A401 2 EXTERIOR ELEVATION SOUTH #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 1 FIRST FLOOR 100' -0" 2 SECOND FLOOR 110' -7 7/8" 0 PARKING GARAGE 89' -0" 3 THIRD FLOOR 121' -3 3/4" 4 FOURTH FLOOR 131' -11 5/8" ROOF BEARING 140' -11 3/4" T.O. PARAPET 144' -11 1/2" 25 A501 E02 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 5 A511 6 A511 2394 13.14.66.87.37.7 6 W2W2W2 W2 W2W2W2 W2 W2W2W2 W2 W2W2W2 W2 W3 W3 W3 W3 W4 W4 W4 W4 1 FIRST FLOOR 100' -0" 2 SECOND FLOOR 110' -7 7/8" 0 PARKING GARAGE 89' -0" 3 THIRD FLOOR 121' -3 3/4" 4 FOURTH FLOOR 131' -11 5/8" ROOF BEARING 140' -11 3/4" T.O. PARAPET 144' -11 1/2" 25 A501 E01 E03 E02 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 2 3 5 7 7.4 7.6 98 10413.1 6.8 7.3 7.76 W2 W2W2 W2 W2W2 W2 W2W2 W2 W2W2 W3W3 W2 W2 W2 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W4 W4 W4 W4 W2 7' - 0 " 3' - 1 5 / 1 2 8 " 4 A512 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 5 3 P M A402 EXTERIOR ELEVATIONS 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A402 1 EXTERIOR ELEVATION EAST 1/8" = 1'-0"A402 2 EXTERIOR ELEVATION WEST #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 1 FIRST FLOOR 100' -0" 2 SECOND FLOOR 110' -7 7/8" 0 PARKING GARAGE 89' -0" 3 THIRD FLOOR 121' -3 3/4" 4 FOURTH FLOOR 131' -11 5/8" ROOF BEARING 140' -11 3/4" T.O. PARAPET 144' -11 1/2" 96.8 7.3 7.7 W2W2W2W3W3W3 W3 W2W2W2W3W3W3W3 W2W2W2W3W3W3 W2W2W2W3W3W3 W3 W3 W3 W3 W3 W3 1 FIRST FLOOR 100' -0" 2 SECOND FLOOR 110' -7 7/8" 0 PARKING GARAGE 89' -0" 3 THIRD FLOOR 121' -3 3/4" 4 FOURTH FLOOR 131' -11 5/8" ROOF BEARING 140' -11 3/4" T.O. PARAPET 144' -11 1/2" 77.47.69810 6.87.37.7 W2 W2W2W2W3W3W3W3 W2W2W2W3W3W3 W2 W3 W2 W2 W6W6 W2W3 W2W3 W2W3W3 W3W2 W2W3W3 W3W2 1 FIRST FLOOR 100' -0" 2 SECOND FLOOR 110' -7 7/8" 3 THIRD FLOOR 121' -3 3/4" 4 FOURTH FLOOR 131' -11 5/8" ROOF BEARING 140' -11 3/4" T.O. PARAPET 144' -11 1/2" 16 A501 3 T3GHJ K W2 W2 W3 W3 W3 W3W3 W2 W2W2W3W3W3W3 W2 W2 W2W3 W3W3W3 W3 W3 W3 W3 W3 W3W3 W3 W2 TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 2 2 : 5 6 P M A403 EXTERIOR ELEVATIONS 25.133 Author TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A403 1 COURTYARD WEST EXTERIOR ELEVATION 1/8" = 1'-0"A403 2 COURTYARD EAST EXTERIOR ELEVATION 1/8" = 1'-0"A403 3 COURTYARD SOUTH EXTERIOR ELEVATION #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 E N WS N W SE S E NW W S EN TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 4 1 : 3 5 P M A404 BUILDING ISOMETRICS 25.133 Author TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. A404 1 ISOMETRIC NE A404 2 ISOMETRIC NW A404 3 ISOMETRIC SE A404 4 ISOMETRIC SW #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 NICHICHA FIBER CEMENT MASONRY SERIES-SANDSTONE HARDIEPANEL VERTICAL SIDING SMOOTH-COLOR NIGHT GRAY HARDIEPANEL VERTICAL SIDING SMOOTH-COLOR ARCTIC WHITE NICHICHA FIBER CEMENT DIMENSION SERIES-INDIGO RIBBED BELDEN BRICK-BLACK DIAMOND VELOUR W4 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 E05 E01E03E04 E02 RETAINING WALL, SEE CIVIL W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 E01 E03 E04 E02 WALK-OUT AMENITY PATIO BEYOND I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 4 2 : 3 8 P M A411 EXTERIOR COLOR ELEVATIONS 25.133 R. NICHOLS TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. Keynotes- Exterior Elevation Key Value Keynote Text E01 NICHICHA FIVER CEMENT DIMENSION SERIES-INDIGO RIBBED E02 BELDEN BRICK- BLACK DIAMOND VELOUR E03 HARDIEPANEL VERTICAL SIDING SMOOTH- COLOR NIGHT GRAY E04 HARDIEPANEL VERTICAL SIDING SMOOTH- COLOR ARCTIC WHITE E05 NICHICHA FIBER CEMENT MASONRY SERIES- SANDSTONE 1/4" = 1'-0" COLOR ELEVATIONS MATERIAL LEGEND 1/8" = 1'-0"A411 1 EXTERIOR COLOR ELEVATION NORTH 1/8" = 1'-0"A411 2 EXTERIOR COLOR ELEVATION SOUTH #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3W3 W3 W3 W3 W3 W3 W3 E03 E04 E02 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 E03 E02 NICHICHA FIBER CEMENT MASONRY SERIES-SANDSTONE HARDIEPANEL VERTICAL SIDING SMOOTH-COLOR NIGHT GRAY HARDIEPANEL VERTICAL SIDING SMOOTH-COLOR ARCTIC WHITE NICHICHA FIBER CEMENT DIMENSION SERIES-INDIGO RIBBED BELDEN BRICK-BLACK DIAMOND VELOUR TR U E NO R T H PLAN NORTH I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date Signed License No. 20891 PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com N O T F O R C O N S T R U C T I O N T. WASMOEN SIGNATURE PROJECT OWNER SHEET NUMBER SHEET TITLE CURRENT RELEASE C: \ U s e r s \ r n i c h o l s \ D o c u m e n t s \ 2 5 1 0 0 1 _ T w i n P i n e s - C A - P h a s e _ C E N T R A L _ r n i c h o l s L C Q U 2 . r v t 11 / 3 / 2 0 2 5 2 : 4 3 : 3 1 P M A412 EXTERIOR COLOR ELEVATIONS 25.133 Author TW I N P I N E S A P A R T M E N T S 900 American Blvd East Suite 300 Bloomington, MN 55420 Apartments Monticello, LLC 42 2 0 S C H O O L B L V D MO N T I C E L L O , M N , 5 5 3 6 2 PUD CONCEPT PROPOSAL PLANS © COPYRIGHT 2025 FIRM GROUND A&E, INC. 1/8" = 1'-0"A412 1 EXTERIOR COLOR ELEVATION EAST 1/8" = 1'-0"A412 2 EXTERIOR COLOR ELEVATION WEST 1/4" = 1'-0" COLOR ELEVATIONS MATERIAL LEGEND #ISSUE/REVISION DATE PUD CONCEPT PROPOSAL PLANS 11.03.2025 MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:41:15 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION C0.0 TITLE SHEET . . . . . . . . . . . . MONTICELLO APARTMENTS MONTICELLO, MINNESOTA SHEET INDEX SHEET NUMBER SHEET TITLE C0.0 TITLE SHEET SITE LOCATIONSITE LOCATION MAP N SITE SURVEYV1.0 UTILITY PLANC4.0 ISSUED FOR: PUD CONCEPT PROPOSAL PLAN DEVELOPER / PROPERTY OWNER: Owner of record: APARTMENTS MONTICELLO, LLC 900 AMERICAN BLVD EAST, SUITE 300 BLOOMINGTON, MN 55240 CONTACT: VISHAL DUTT 651-206-4087 VISHAL@VENTUREMORTGAGE.COM ENGINEER / LANDSCAPE ARCHITECT: CIVIL SITE GROUP 5000 GLENWOOD AVENUE GOLDEN VALLEY, MN 55422 612-615-0060 SURVEYOR: GEOTECHNICAL ENGINEER: SWPPP - EXISTING CONDITIONSSW1.0 GRADING PLANC3.0 C5.0 C5.1 L1.0 CIVIL DETAILS LANDSCAPE PLAN SWPPP - PROPOSED CONDITIONS SW1.1 SWPPP - DETAILS SW1.2 C2.0 SITE PLAN CIVIL DETAILS C1.0 REMOVALS PLAN CIVIL SITE GROUP 5000 GLENWOOD AVENUE GOLDEN VALLEY, MN 55422 612-615-0060 Know what's below.before you dig.Call R HAUGO GEOTECHNICAL SERVICES 2825 CEDAR AVENUE SOUTH MINNEAPOLIS, MN 55407 L1.1 LANDSCAPE PLAN NOTES & DETAILS ARCHITECT: FIRM GROUND 275 MARKET STREET, STE. 368 MINNEAPOLIS, MN 55405 PHONE: 612-819-1835 WWW.FIRMGROUNDAE.COM SW1.3 SWPPP - NARRATIVESW1.4 SW1.5 SWPPP - ATTACHMENTS C5.2 CIVIL DETAILS SW1.6 SWPPP - ATTACHMENTS SWPPP - TEMPORARY DRAINAGE PLAN Fe n c e Tra s h En c l o s u r e Trash Enclos u r e 4 1 3 4 Fo u n d a t i o n A r 65 . 1 42. 3 16 2 . 4 16 2 . 2 42.3 8" P V C 8" P V C 15 " H D P E 18 " H D P E 18 " H D P E (R e c o r d s ) 8" D I P 8" D I P 10 " S A N 50.00S73°49 ' 2 3 " E N1 6 ° 1 0 ' 3 7 " E 1 7 0 . 0 0 S1 6 ° 1 0 ' 3 7 " W 1 7 0 . 0 0 24 " H D P E (R e c o r d s ) 2 4 " H D P E N2 6 ° 0 4 ' 1 0 " E N63 ° 5 5 ' 5 0 " W 1 0 4 . 0 0 S2 6 ° 0 4 ' 1 0 " W 3 3 1 . 3 1 S64 ° 1 0 ' 1 0 " E 3 5 0 . 2 8 N1 6 ° 1 0 ' 3 7 " E 6 9 6 . 3 5 NSP E a s e m e n t p e r D o c . No's 5 6 0 7 7 a n d 5 8 7 9 5 3 D a n d U E a s e m e n t p e r Pla t o f M o n t i c e l l o B u s i n e s s Ce n t e r 3 r d A d d i t i o n [1 0 ] I n g r e s s / E g r e s s E a s e m e n t pe r D o c N o . A 1 1 9 3 2 7 0 24" HD P E 2 4 " R C P EXISTING TREES TO REMAIN, PROVIDE TREE PROTECTION FENCING, TYP. TRASH ENCLOSURE, REMOVE & RELOCATE. REMOVE EXISTING HYDRANT REMOVE EXISTING TREE & BALL ROOT, TYP. MAILBOX. REMOVE & RELOCATE. COORDINATE WITH OWNER. REMOVE EXISTING TREE & ROOT BALL, TYP. REMOVE EXISTINGHYDRANT REMOVE EXISTING PAVEMENT AND BASE MATERIAL AND PARKING SIGNS, TYP. REMOVE EXISTING CURB AND GUTTER, TYP. REMOVE EXISTING 24" HPDE STORM PIPE REMOVE EXISTING CATCH BASIN REMOVE EXISTING 24" HDPE STORM PIPE REMOVE EXISTING CATCH BASINEXISTING CATCH BASIN TO REMAIN, PROTECT FROM DAMAGE EXISTING STORM PIPE TO REMAIN, PROTECT FROM DAMAGE SAW CUT EXISTINGPAVEMENT TEMPORARY DRAINAGE SWALE, SEE CIVIL SHEET SW1.1 FOR MORE INFORMATION CUT EXISTING 18" PIPE, PIPE TO DRAIN INTO TEMPORARY SWALE UNTIL PERMANENT STORM SEWER CAN BE INSTALLED EX. INVERT AT CUT LOCATION = 958.91 REMOVE REMAINING PORTION OF PIPE IMMEDIATELY PRIOR TO INSTALLATION OF PERMANENT STORM SEWER. SEE CIVIL SHEET SW1.1 FOR MORE INFORMATION. CUT EXISTING 24" PIPE, SWALE TO DRAIN INTO OPEN END OF PIPE UNTIL PERMANENT STORM SEWER CAN BE INSTALLED EX. INVERT AT CUT LOCATION = 955.42 REMOVE REMAINING PORTION OF PIPE IMMEDIATELY PRIOR TO INSTALLATION OF PERMANENT STORM SEWER. SEE CIVIL SHEET SW1.1 FOR MORE INFORMATION. CONSTRUCTION LIMITS EOF=957.80 CONSTRUCTION LIMITS REMOVALS LEGEND: TREE PROTECTION REMOVAL OF PAVEMENT AND ALL BASE MATERIAL, INCLUDING BIT., CONC., AND GRAVEL PVMTS. REMOVAL OF STRUCTURE INCLUDING ALL FOOTINGS AND FOUNDATIONS. TREE REMOVAL - INCLUDING ROOTS AND STUMPS MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:41:25 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 0 1" = 30'-0" 30'-0"15'-0" N REVISION SUMMARY DATE DESCRIPTION C1.0 REMOVALS PLAN . . . . . . . . . . . . Know what's below.before you dig.Call R EX. 1' CONTOUR ELEVATION INTERVAL REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY, COORDINATE WITH LOCAL GOVERNING UNIT. REMOVAL NOTES: 1.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN. 2.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS. 3.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 4.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS. 5.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 6.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS. 7.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT. 8.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS. 9.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. 10.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY. 11.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION. 12.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 13.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 14.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 15.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 16.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY. CITY OF MONTICELLO REMOVAL NOTES: 1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES. SEE SWPPP ON SHEETS SW1.0-SW1.6 EROSION CONTROL NOTES: Wo o d Fe n c e Tra s h En c l o s u r e 4 1 3 4 S c h o o l B l v d Fo u n d a t i o n A r e a = 6 , 9 7 7 S . F . 66 . 0 5.0 30 . 1 5.0 65 . 1 42. 3 16 1 . 3 16 2 . 4 42.3 16 2 . 2 42.3 8" SAN 8" SAN 8" P V C 8" P V C 4" D T 15 " H D P E 18 " H D P E 8" D I P 8" D I P 10 " S A N 10 " S A N 50.00S73°4 9 ' 2 3 " E N1 6 ° 1 0 ' 3 7 " E 1 7 0 . 0 0 50.00N73°4 9 ' 2 3 " W S1 6 ° 1 0 ' 3 7 " W 1 7 0 . 0 0 S2 5 ° 2 8 ' 2 8 " W 12 3 . 8 0 N2 6 ° 0 4 ' 1 0 " E 3 3 8 . 0 1 N63 ° 5 5 ' 5 0 " W 1 0 4 . 0 0 S2 6 ° 0 4 ' 1 0 " W 3 3 1 . 3 1 S64 ° 1 0 ' 1 0 " E 3 5 0 . 2 8 N1 6 ° 1 0 ' 3 7 " E 6 9 6 . 3 5 2 4 " R C P W/D W/D W/D W/D W/D W/D W/D W/D W/D W/D UP REF UP A203 02 03 01 A203 04 A206 01 A206 06 02 03 05 A519 1 A52 0 2 4 A520 6 A51 1 A700 5 6 4 A70 0 15 11 10 A700 18 17 A208 2 3 A208 4 24' - 0 " CONSTRUCTION LIMITS EOF=957.80 INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=957.80 100-YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF VOL=(956.13-957.33)=20,897 CF NO PARK I N G TO TO TO TO TO TO TO TO TO TO 24.0' NO PARK I N G 18. 0 ' 13. 4 ' CONSTRUCTION LIMITS (1 0 ) S T A L L S @ 9 ' = 9 0 . 0 ' (1 3 ) S T A L L S @ 9 ' = 1 1 7 . 0 ' (5) STAL L S @ 9' = 45 . 0 ' (7) S T A L L S @ 9 ' = 6 3 . 0 ' (10) S T A L L S @ 9 ' = 9 0 . 0 ' (9) S T A L L S @ 9 ' = 8 1 . 0 ' (6) S T A L L S @ 9 ' = 5 4 . 0 ' 24. 0 ' 20. 0 ' 20. 0 ' R8 . 0 ' R5.0' R 3 . 0 ' R3.0' R3.0' R3.0' BIT. PVMT., TYP BIT. PVMT., TYP B612 C&G, TYP. CONC. WALK,TYP. 12.0' RET. WALL W/ FENCING, TYP. MATCH EXISTING C&G, TYP. MATCH EXISTING C&G, TYP. MATCH EXISTINGPVMT, TYP. MATCH EXISTING PVMT, TYP. B612 C&G, TYP. TRASH ENCLOSURE, SEE ARCH. 20.0' R 5 . 0 ' R3.0' R2.7 ' OUTDOOR AMENITY SPACE ENTRANCE SIGNAGE MATCH EXISTINGPVMT, TYP. SPECIALTY PAVEMENT B612 C&G, TYP. 4-STONE MINI-COLUMN R5.0' R 1 0 . 0 ' 24 . 0 ' R 3 . 0 ' 20.0' 20.0' 24.0' R2. 0 ' 24. 0 ' 9.0' 5.0' 24.0' 6.7 ' 5.0' 4.0' "NO EXIT" SIGN 4-STONE MINI-COLUMN SPECIALTYPAVEMENT R8.0' R 3 . 0 ' R3.0' R3.0' R3.0' R 3 . 0 ' RIBBON CURB PED RAMP PED RAMP ACCESSIBLE PARKING SPACE, INCL. SIGNAGE, STRIPING AND RAMPS 5.0' R27.6' R17.6' R10.0' R25 . 0 ' R1 4 . 0 ' R36. 0 ' 22.0' THICKENED EDGE CONC. STOOP (2) CONC. STEPS, SEE GRADING 20.0' RET. WALL 17.5' CURB TAPER, SEE GRADING 20' CURB TAPER 24. 6 ' 60.7' 20. 0 ' 3' CURB TAPER 3.2 ' 5.0 ' CONC. VALLEY CURB TRANSFORMER PAD 2 2 . 0 ' 4.0' 3' CURB TAPER CONC. VALLEY GUTTER, SEE GRADING PLAN & DETAIL #1 ON SHEET C5.0 CONC. VALLEY GUTTER, SEE GRADING PLAN & DETAIL #2 ON SHEET C5.0 5' CURB TAPER, SEE GRADING 3' CURB TAPER, SEE GRADING 8' TAPER 6.5' TAPER CURB CUT 10' TAPER 6' TAPER 14' TAPER 4' TAPER PED RAMP PED RAMP "EXIT" SIGN W/ ARROW POINTING TO EAST Wo o d Fe n c e Tra s h En c l o s u r e 4 1 3 4 S c h o o l B l v d Fo u n d a t i o n A r e a = 6 , 9 7 7 S . F . 42. 3 66 . 0 5.0 30 . 1 5.0 65 . 1 42.3 16 1 . 3 16 2 . 4 42.3 16 2 . 2 42.3 8" SAN 8" SAN 8" P V C 8" P V C 4" D T 15 " H D P E 18 " H D P E 8" D I P 8" D I P 8" DIP 10 " S A N 10 " S A N 50.00S73°4 9 ' 2 3 " E N1 6 ° 1 0 ' 3 7 " E 1 7 0 . 0 0 50.00N73°4 9 ' 2 3 " W S1 6 ° 1 0 ' 3 7 " W 1 7 0 . 0 0 S2 5 ° 2 8 ' 2 8 " W 12 3 . 8 0 A M C O G a s L i n e Corner fa l l i n M H N2 6 ° 0 4 ' 1 0 " E 3 3 8 . 0 1 N63 ° 5 5 ' 5 0 " W 1 0 4 . 0 0 N1 6 ° 1 0 ' 3 7 " E 6 9 6 . 3 5 R=11 2 0 . 0 0 128.0 1 Δ=6° 3 2 ' 5 4 " W/D REF UP 958 S F UNIT 2 . 1 129 147 S F OFFI C E 132 69 S F MAIL 133 563 S F LOBB Y 100 959 S F UNIT 2 . 1 101 959 S F UNIT 2 . 1 102 1285 S F UNIT 2 . 3 103 866 S F UNIT 1 . 2 110 948 S F FITN E S S R O O M 114 364 S F STO R A G E 112 102 S F TRA S H 111 646 S F LOU N G E 115 711 S F COM M R O O M 136 646 S F STO R . 137 184 S F PAC K A G E C O N C I E R E G E 131 241 S F SA-1 150 377 S F RES. S T O R A G E 118 82 S F ELEV . L O B B Y 113 A519 1 A520 2 4 A520 6 A511 48 S F RES T R O O M 134 53 S F RES T R O O M 135 A700 5 6 4 A700 15 11 10 A700 18 17 A208 2 3 A208 4 24' - 0 " NO PARK I N G TO TO TO TO TO TO TO TO TO TO NO PARK I N G Wo o d Fe n c e 42.3 8" SAN 8" SAN 4" D T 8" DIP 10 " S A N 50.00N73°4 9 ' 2 3 " W S1 6 ° 1 0 ' 3 7 " W 1 7 0 . 0 0 S2 5 ° 2 8 ' 2 8 " W 12 3 . 8 0 A M C O G a s L i n e Corner fa l l i n M H N2 6 ° 0 4 ' 1 0 " E 3 3 8 . 0 1 R=11 2 0 . 0 0 128.0 1 Δ=6° 3 2 ' 5 4 " MATCH EXISTINGPVMT, TYP. 5' CONC. WALK,TYP, MATCH EXISTINGPVMT, TYP. "TWIN PINES APARTMENT" SIGN W/ ARROW POINTING TO EAST 5.0' MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:41:35 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION C2.0 SITE PLAN 02/07/23 ADDED SITE SIGNS . . . . . . . . . . SITE GENERAL INFORMATION AND AREA TABLE: -SITE IS LOCATED IN A PUD DISTRICT ADJACENT TO A B4 ZONE 1.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 2.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT. 3.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 4.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 5.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT. 6.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS. 7.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 8.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL. 9.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES. 10.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL. 11.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED. 12.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 13.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 14.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE. 15.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP. 16.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 17.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS. SITE LAYOUT NOTES: SITE PLAN LEGEND: TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS CITY OF MONTICELLO SITE SPECIFIC NOTES: SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED. HC = ACCESSIBLE SIGN NP = NO PARKING FIRE LANE ST = STOP CP = COMPACT CAR PARKING ONLY 0 1" = 30'-0" 30'-0"15'-0" N 1.RESERVED FOR CITY SPECIFIC NOTES.Know what's below.before you dig.Call R CONCRETE PAVEMENT AS SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & CONCRETE DEPTHS, SEE DETAIL. PROPERTY LINE CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT GUTTER WHERE APPLICABLE-SEE PLAN LIGHT DUTY BITUMINOUS PAVEMENT. SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE & WEAR COURSE DEPTH, SEE DEATIL. CONSTRUCTION LIMITS TO OPERATIONAL NOTES: SNOW REMOVAL: ALL SNOW SHALL BE PUSHED TO LANDSCAPED AREA. TRASH REMOVAL: TRASH REMOVAL SHALL OCCUR AT THE EXISTING TRASH ENCLOSURE AREAS, COORDINATE WITH PROPERTY MANAGEMENT. DELIVERIES: DELIVERIES SHALL OCCUR AT THE MAILROOM(S), COORDINATE WITH PROPERTY MANAGEMENT. VEHICLE MANEUVERS: FIRE TRUCK ACCESS IS MAINTAINED THROUGHOUT THE SITE. IT IS ABLE TO ENTER THE PROPERTY FROM THE STREET, DRIVE THROUGH ALL THE PARKING LOOP, AND RETURN TO THE STREET. TRASH TRUCK IS ABLE TO ENTER FROM STREET, DRIVE INTO NEW PARKING AREA, AND REVERSE DOWN THE DRIVE RAMP TOWARD THE GARAGE. ALL PARKING AREAS WILL BE COVERED BY ASSUMED CROSS ACCESS PARKING EASEMENT AGREEMENT. 0 1" = 50'-0" 50'-0"25'-0"N2TURNING MOVEMENT SEE DETAIL 1 FOR NORTH WALK CONNECTION VIEW 0 1" = 40'-0" 40'-0"20'-0" N NORTH SIDEWALK CONNECTION1 SPECIALTY PAVEMENT (IF APPLICABLE) - PROVIDE BID FOR THE FOLLOWING OPTIONS, INCLUDE VARIATIONS OF BASE MATERIAL AND OTHER NECESSARY COMPONENTS. 1. STAMPED & COLORED CONCRETE 2. CONCRETE PAVERS MAKERS, COLORS, MODELS, & PATTERN TO BE INCLUDED IN SHOP DRAWING SUBMITTAL PRIOR TO CONSTRUCTION. Tra s h En c l o s u r e 4 1 Fo u n d a t i o 65 . 1 42.3 16 2 . 4 16 2 . 2 42.3 8" P V C 8" P V C 15 " H D P E 18 " H D P E 8" D I P 8" D I P 10 " S A N NSP E a s e m e n t p e r D o c . No's 5 6 0 7 7 a n d 5 8 7 9 5 3 2 4 " R C P W/D W/D W/D W/D W/D W/D W/D W/D W/D W/D UP REF UP 958 S F UNIT 2 . 1 129 147 S F OFFI C E 132 69 S F MAIL 133 563 S F LOB B Y 100 959 S F UNIT 2 . 1 101 959 S F UNIT 2 . 1 102 1285 S F UNIT 2 . 3 103 650 S F UNIT 1 . 1 105 650 S F UNI T 1 . 1 106 1096 S F UNI T 2 . 2 107 1095 S F UNIT 2 . 2 108 650 S F UNIT 1 . 1 109 866 S F UNIT 1 . 2 110 948 S F FITN E S S R O O M 114 364 S F STO R A G E 112 102 S F TRA S H 111 646 S F LOU N G E 115 711 S F CO M M R O O M 136 646 S F STO R . 137 651 S F UNIT 1 . 1 120 647 S F UNIT 1 . 1 121 959 S F UNI T 2 . 1 124 1332 S F UNIT 3 . 1 123 650 S F UNI T 1 . 1 125 650 S F UNIT 1 . 1 126 650 S F UNIT 1 . 1 127 1291 S F UNI T 2 . 3 128 184 S F PAC K A G E C O N C I E R E G E 131 241 S F SA-1 150 377 S F RES. S T O R A G E 118 228 S F SC- 1 151 82 S F ELE V . L O B B Y 113 A203 02 03 01 A203 04 A206 01 A206 06 02 03 05 A51 9 1 A52 0 2 4 A52 0 6 A511 48 S F RES T R O O M 134 53 S F RES T R O O M 135 A700 5 6 4 A700 15 11 10 A700 18 17 A208 2 3 A208 4 24' - 0 " CONSTRUCTION LIMITS EOF=957.80 INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=957.80 100-YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF VOL=(956.13-957.33)=20,897 CF NO PARK I N G TO TO TO TO TO TO TO TO TO TO NO PARK I N G CONSTRUCTION LIMITS MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:41:41 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION C3.0 GRADING PLAN . . . . . . . . . . . . 1.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. 2.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. 4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. 5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED. 6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 7.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. 9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. 13. TOLERANCES 13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 14.MAINTENANCE 14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. 14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED. 14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. GENERAL GRADING NOTES: 1.0' CONTOUR ELEVATION INTERVAL GRADING PLAN LEGEND: SPOT GRADE ELEVATION GUTTER SPOT GRADE ELEVATION TOP OF CURB SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS CITY OF MONTICELLO GRADING NOTES: 1.RESERVED FOR CITY SPECIFIC GRADING NOTES. SEE SWPPP ON SHEETS SW1.0-SW1.6 EROSION CONTROL NOTES: 0 1" = 30'-0" 30'-0"15'-0" N Know what's below.before you dig.Call R EX. 1' CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION (GUTTER/FLOW LINE UNLESS OTHERWISE NOTED) CURB AND GUTTER (T.O = TIP OUT) EMERGENCY OVERFLOWEOF=1135.52 TO SPOT GRADE ELEVATION MATCH EXISTING GRADE BREAK - HIGH POINTS Tra s h En c l o s u r e 8" P V C 18 " H D P E 10 " S A N 2 4 " R C P W/D W/D W/D W/D W/D W/D W/D W/D W/D W/D UP REF UP 958 S F UNIT 2 . 1 129 147 S F OFFI C E 132 69 S F MAIL 133 563 S F LOB B Y 100 959 S F UNI T 2 . 1 101 959 S F UNIT 2 . 1 102 1285 S F UNIT 2 . 3 103 650 S F UNIT 1 . 1 105 650 S F UNI T 1 . 1 106 1096 S F UNI T 2 . 2 107 1095 S F UNIT 2 . 2 108 650 S F UNI T 1 . 1 109 866 S F UNI T 1 . 2 110 948 S F FITN E S S R O O M 114 364 S F STO R A G E 112 102 S F TRA S H 111 646 S F LOU N G E 115 711 S F CO M M R O O M 136 646 S F STO R . 137 651 S F UNIT 1 . 1 120 647 S F UNIT 1 . 1 121 959 S F UNI T 2 . 1 124 1332 S F UNIT 3 . 1 123 650 S F UNIT 1 . 1 125 650 S F UNIT 1 . 1 126 650 S F UNI T 1 . 1 127 1291 S F UNI T 2 . 3 128 184 S F PAC K A G E C O N C I E R E G E 131 241 S F SA-1 150 377 S F RES. S T O R A G E 118 228 S F SC-1 151 82 S F ELE V . L O B B Y 113 A203 02 03 01 A203 04 A206 01 A206 06 02 03 05 A51 9 1 A520 2 4 A52 0 6 A511 48 S F RES T R O O M 134 53 S F RES T R O O M 135 A700 5 6 4 A700 15 11 10 A700 18 17 A208 2 3 A208 4 24' - 0 " CONSTRUCTION LIMITS EOF=957.80 INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=957.80 100-YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF VOL=(956.13-957.33)=20,897 CF NO PARK I N G TO TO TO TO TO TO TO TO TO TO NO PARK I N G CONSTRUCTION LIMITS CBMH 22 EOF=961.94 AD 11 EOF=961.75 CBMH 23EOF=966.08 CB 24EOF=967.65 CORE DRILL CONNECTION TO EXISTING STORM MANHOLE RIM=963.82 EX IE(N)=959.17 PROP. IE(S)=959.17 CB 24 RIM=967.65 IE=963.30 CBMH 23 RIM=966.08 IE=957.59 CBMH 22 RIM=961.59 IE=956.52 SUMP=952.52 87 LF 18" HDPE STORM @ 1.81% 107 LF 24" HDPE STORM @ 1.00% 163 LF 12" HDPE STORM @ 3.50% 76 LF 24" HDPE STORM @ 2.00% RECONFIGURE EX CBMH TO OS OS 1 CASTING R-4342 PROP. RIM=956.13 EX IE(S)=951.78 (FIELD VERIFY) FES 20 W/ RIPRAP IE=955.00 14 LF 10" SCH 40 PVC STORM @ 2.00% COORDINATE ANY REQUIRED STORM PUMPING SYSTEM w/ MECHANICAL ENGINEER PRIOR TO CONSTRUCTION DAYLIGHT BLDG. STORM IE=955.00 STUB BLDG STORM SERVICE TO 5' FROM BLDG. COORDINATE W/ MECH'L PRIOR TO CONSTRUCTION IE=955.28 RIPRAP AT CURB CUT AREA DRAIN 11 RIM=961.42 IE=957.62 132 LF 12" HDPE STORM @ 1.00% FES 10 W/ RIPRAP IE=956.30 CORE DRILL CONNECTION TO EXISTING SANITARY MANHOLE RIM=964.84 EX IE (NE)=952.94 (AB) (FIELD VERIFY) PROP IE (SW)=953.00 COORDINATE WITH CITY FIELD VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION. ADJUST/ROTATE TOP OF EXISTING CASTING (IF POSSIBLE) TO AVOID CONFLICT WITH NEW CURB STUB SANITARY TO 5' FROM BUILDING IE @ STUB=954.45 COORD. W/MECH'L 145 LF 8" SCH.40 PVC SANITARY SERVICE @ 1.00% ALL FINAL UTILITY SIZES, MATERIALS, LOCATION, AND CONNECTIONS TO BE VERIFIED BY A MECHANICAL ENGINEER AND COORDINATED WITH CIVIL PRIOR TO CONSTRUCTION. UTILITY CROSSING SAN IE=953.33 STORM IE=957.99 UTILITY CROSSING, MAINTAIN 18" SEPARATION, 4" RIGID INSULATION D&U EASEMENT LINES MECHANICAL TO COORDINATE STUBS FOR IRRIGATION SYSTEM. CONTROL SYSTEM(S), ELECTRICAL, AND SUPPLY TO BE INSTALLED IN MECH. ROOM. D&U EASEMENT LINES D&U EASEMENT LINES UTILITY CROSSING SAN IE=953.53 STORM IE=958.18 CLEANOUT 18 " H D P E N63 ° 5 5 ' 5 0 " W 1 0 4 . 0 0 UP 958 S F UNI T 2 . 1 129 147 S F OFFI C E 132 69 S F MAI L 133 563 S F LOB B Y 100 STO R . 137 1291 S F UNI T 2 . 3 128 184 S F PAC K A G E C O N C I E R E G E 131 241 S F SA-1 150 377 S F RES . S T O R A G E 118 A51 9 1 48 S F RES T R O O M 134 RES T R O O M 135 A700 5 6 4 NO PAR K I N G TO TO TO TO TO TO TO TO TO NO PAR K I N G MAKE CONNECTION TO EXISTING WATER MAIN STUB, COORD. WITH CITY 6" COMBINED DIP WATER SERVICE AND VALVE, STUB TO WITHIN 5' FROM BUILDING, COORD. W/MECH'L NEW HYDRANT AND VALVE, TYP. 8" C900 WM LOOP 8" GATE VALVE 8"X6" TEE 6" GATE VALVE 45° BEND 11° BEND 45° BEND 8"X6" TEE 6" GATE VALVE 45° BEND 45° BEND 8" GATE VALVE MAKE CONNECTION TO EXISTING WATER MAIN STUB, COORD. WITH CITY 8" C900 WM LOOP 45° BEND MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:41:49 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION C4.0 UTILITY PLAN . . . . . . . . . . . . GENERAL UTILITY NOTES: UTILITY LEGEND: CITY OF MONTICELLO UTILITY NOTES: 1.THE CITY WILL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED THAT IS ASSOCIATED WITH VARIATIONS IN THE UTILITY AS-BUILT ELEVATIONS. ALL UTILITY CONNECTIONS SHALL BE VERIFIED IN THE FIELD. 2.THE CITY, OR AGENTS OF THE CITY, ARE NOT RESPONSIBLE FOR ERRORS AND OMISSIONS ON THE SUBMITTED PLANS. THE OWNER AND ENGINEER OF RECORD ARE FULLY RESPONSIBLE FOR CHANGED OR MODIFICATIONS REQUIRED DURING CONSTRUCTION TO MEET THE CITY'S STANDARDS. 3.ALL WATERMAIN AND SANITARY SEWER TESTING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF MONITCELLO STANDARDS AND SPECIFICATIONS. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE CITY (PUBLIC WORKS DIRECTOR, CITY ENGINEER), THE OWNER, AND THE ENGINEER OF RECORD. 4.WATERMAIN SHALL HAVE A MINIMUM COVER OF 7.5 FEET. 5.THE CITY WILL REQUIRE TELEVISING FOR SANITARY SEWER PIPE INSTALLATIONS PRIOR TO ACCEPTING A WARRANT FOR THE UTILITY SYSTEM PROVIDE REPORT AND VIDEO FILES O THE CITY FOR REVIEW. 6.RIPRAP SHALL BE GROUTED PER CITY SPECIFICATIONS.Know what's below.before you dig.Call R MANHOLE GATE VALVE AND VALVE BOX SANITARY SEWER STORM SEWER WATER MAIN PROPOSED FIRE HYDRANT CATCH BASIN FES AND RIP RAP 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT. 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS. 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER. 6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED. 8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED. 9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION. 10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS. 11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. 12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL. 14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL. 15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. 16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. 17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED. 18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. 21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES. 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES. 24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK. 25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES. 26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0. 0 1" = 20'-0" 20'-0"10'-0" N WATERMAIN LOOP, HYDRANT, & SERVICE2 0 1" = 30'-0" 30'-0"15'-0" N SANITARY SEWER AND STORM SEWER PLAN1 MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:41:52 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION C5.0 CIVIL DETAILS . . . . . . . . . . . . 6" 8"12" 13 1 / 2 " 6" 1/2" RADIUS FINISHED GRADE 3" RADIUS CORNERS 1:3 BATTER SLOPE GUTTER 3/4"/1' NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS CLASS V AGGREGATE SUBBASE-SEE BITUMINOUS PAVEMENT DETAIL (6" MIN.) FINISHED GRADE 0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROM CURB. SEE PLAN N T S B-612 CONCRETE CURB AND GUTTER 7" 4 7" 20" FINISHED GRADE SLOPE GUTTER 3/4"/1' NOTES: 1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/- 2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS CONTINUOUS SLOPE CONCRETE CURB AND GUTTER PAVEMENT MATERIALS SEE DETAIL 6" 6" RIBBON CURB N T S8 FINISHED GRADE TOOLED CONTROL JOINT SEE DETAIL (TYP.) LIGHT BROOM FINISH PERPENDICULAR TO TRAFFIC WITH 3" WIDE SMOOTH TROWELLED EDGE 5" CONCRETE AS SPECIFIED 6" CLASS 5 AGGREGATE BASE COMPACTED SUBGRADE NOTES: 1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITEA.C.I. TECHNICIAN AS SPECIFIED. 2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS. 3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS. 4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS. 5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS. CONCRETE WALK/PAD 3" 2" THIS OCCURS ONLY WHERE MULCH MEETS EDGE OF WALK LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK N T S (PRIVATE PROPERTY)5 FINISHED GRADE OR ADJ. PAVEMENT 24" FINISHED GRADEFINISHED GRADE NATIVE SOIL SEGMENTAL RETAINING WALL N T S NOTES: 1. THESE SECTIONS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR TO SUBMIT TO LANDSCAPE ARCHITECT CERTIFIED DRAWING BY A MINNESOTA PROFESSIONAL ENGINEER ON STAFF WITH RETAINING WALL MANUFACTURE PRIOR TO WALL INSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. SECTION AND ELEVATION OF EACH WALL REQUIRED. 2. ALL SOIL PARAMETERS SHALL BE VERIFIED BY A GEOTECHNICAL CONSULTANT OR SITE ENGINEER PRIOR TO CONSTRUCTION. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE ASSUMED, NOTIFY MANUFACTURER OF C.M.U. RETAINING WALL 72 HOURS PRIOR TO INSTALLATION. 3. RAILING IS REQUIRED ON RETAINING WALLS IN LOCATIONS WHERE DIFFERENCES IN GRADE ON EITHER SIDE OF THE WALL ARE IN EXCESS OF 2.5' AND ARE LOCATED CLOSER THAN 4' TO A WALK, PATH, PARKING AREA, OR DRIVE ACCESS ON THE HIGH SIDE-SEE PLANS. 4. COORDINATE LOCATION AND INSTALLATION OF RAILING POSTS AND FOOTINGS DURING THE INSTALLATION OF WALL MATERIALS. 5. COORDINATE INSTALLATION OF RAIL POSTS AND FOOTINGS WITH INSTALLATION AND LOCATION OF GEOGRID REINFORCEMENT. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CONTRACTOR ALTER THE INTEGRITY OF THE GEOGRID OR WALL MATERIALS. 6. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN A MANNER TO NOT DISTURB THE WALL GEOGRID AS RECOMMENDED BY THE WALL MANUFACTURER. COORDINATE INSTALLATION AND SCHEDULING OF RAILING FOOTING WITH WALL MANUFACTURER TO OBSERVE INSTALLATION OF RAILING FOOTINGS. 7. CONTRACTOR TO SUBMIT SAMPLE & CORNER MOCKUP FOR APPROVAL PRIOR TO CONSTRUCTION. 8. SEGMENTAL RETAINING WALL MUST BE 4' OR LESS, IF OVER 4' IT MUST BE SUBMITTED BY CONTRACTOR WITH ENGINEER SHOP DRAWINGS. 5" CONCRETE PAVEMENT CLASS 5 AGG. SUBBASE GEOGRID PER MANUFACTURER SPECS & MEASUREMENTS LEVELING PAD PER MANUF. DRAINTILE RECON BLOCK - INSTALL PER MANUF. NOTCH @ TRENCH DRAIN 8" DIA. CONCRETE FOOTING AT CORNER AND END POSTS PLANTING SOIL 2" NOM. METAL POST PER FENCING SYSTEM MANUF., TYP. 5" LE S S T H A N 4 ' H E I G H T . SE E G R A D I N G P L A N VA R I E S 42 " N O M . 4' - 0 " MI N . 9 BITUMINOUS PAVEMENT - ALL TYPES N T S "A" WEAR COURSE (MNDOT 2360 - SPWEA340B) TACK COAT (MNDOT 2357) "B" BASE COURSE (MNDOT 2360 - SPNWB330B) "C" CLASS 5 AGGREGATE SUBBASE (MNDOT 3138) COMPACTED SUBGRADE (100% OF STANDARD PROCTOR MAX. DRY DENSITY) PAVEMENT DESIGN TYPE WEAR (A) BASE (B) AGG.(C) NOTE: IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION. IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FOR FINAL PAVEMENT SECTION. 3 LIGHT DUTY 1.5" 2.0" 6.0" HEAVY DUTY 2.0" 2.0" 8.0" 6" 3' - 6 " 2' - 6 " 60 " - 6 6 " FR O M P A V E M E N T T O BO T T O M O F S I G N 1/ 2 " ACCESSIBLE SIGN AND POST N T S 1'-6" NOTE: 1. SIGN SHALL BE AS SPECIFIED. 2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL 3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE COMPOUND FILL ANNULAR SPACE TO 1" FROM TOP WITH SILICA SAND MATERIAL VARIES, SEE PLAN & DETAILS 10° SLOPE, TYP. ALL AROUND 1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND 6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 COAT OF APPROPRIATE PRIMER AND TWO COATS SIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT. COVER WITH YELLOW "IDEAL SHIELD" PLASTIC COVER. GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIED METAL SIGN ACCORDING TO MN STATE CODE GALVANIZED STEEL FASTENER (TYP. OF 2) EXTEND POST PAST TOP OF POST 6 ACCESSIBLE PARKING PAVEMENT MARKING N T S CI T Y C O D E PE R 8' MIN. NO PARKING 8' MIN. 8' MIN. NOTE: 1. ADHERE TO ALL STATE & FEDERAL ADA STANDARDS FOR PARKING, PAINT & SIGNAGE. 2. VERIFY AND LAYOUT ALL PAINTED FORMS & STRIPING PRIOR TO INSTALLATION 3. SEE PLAN FOR ACTUAL PARKING SPACES LAYOUT 4. ALL PAINT COLORS MUST CONFORM TO STATE AND FEDERAL ADA STANDARDS NO PARKING NO PARKING 4" WIDE PAINTED STRIPING, 45° CROSS STRIPE PATTERN AT 2' O.C. AT ACCESS AISLE FACE OF CURB ADJ. SIDEWALK ACCESSIBLE CURB RAMP. SEE GRADING & DETAILS HANDICAP SIGN, CENTERED AT HEAD OF PARKING SPACE AND ACCESS AISLE 2' MIN,. AND 8' MAX. FROM FACE OF CURB HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONALSYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE NOTE: FOR REFERENCE ONLY, USE STANDARD ADA PVMT. PAINT TEMPLATE 6" RADIUS 12" DIAMETER 6" LINE WIDTH FOR FIGURE 6" LINE WIDTH OUTSIDE BORDER 5'-6" SQUARE OVERALL 18" RADIUS "WHEEL" SHAPE PAINTED SYMBOL DIAGRAM 7 5. 5 " 4' 2' 1 11" TYP. VALLEY GUTTER (GARAGE RAMP) N T S 7" CONCRETE VALLEY GUTTER MIN. 6" AGGREGATE BASE COURSE TO BE PLACED BY PAVING CONTRACTOR 1 5. 5 " 2' 1' 1 1 1" TYP.VALLEY GUTTER N T S 7" CONCRETE VALLEY GUTTER MIN. 6" AGGREGATE BASE COURSE TO BE PLACED BY PAVING CONTRACTOR 2 MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:41:56 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION C5.1 CIVIL DETAILS . . . . . . . . . . . . PIPE BEDDING - RCP & DIP N T S2 PIPE BEDDING - PVC N T S3 D 24" 3H:1L MAX. BIO-INFILTRATION BASIN (RAIN GARDEN - TYP.) N T S TYPICAL SECTION VIEW 1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION. 2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES. 4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL GRADE OF BIORETENTION DEVICE. 5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM CLOGGING. 6.PERFORM ALL OTHER SITE IMPROVEMENTS. 7.PLANT ALL AREAS AFTER DISTURBANCE. 8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE. 11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS ADEQUATELY VEGETATED. GENERAL NOTES 1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSTRUCTION. 2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS. 3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED, UNLESS OTHERWISE NOTED. CONSTRUCTION SEQUENCING ADJACENT CURB, SEE SITE AND GRADING PLANS GRASS PRE-TREATMENT STRIP OR PRE-TREATMENT STRUCTURE, SEE UTILITY AND LANDSCAPE PLANS UNDISTURBED, UNCOMPACTED INSITU SOIL NET LESS EROSION BLANKET IN BOTTOM OF BASIN. SLIT BLANKET TO ALLOW PLANT MATERIAL SURFACE IF PLUG PLANTING IS TO BE USED, SEE GRADING AND LANDSCAPE PLANS MIN.PLANTING MEDIUM DEPTH 24" WITH A WELL BLENDED MIXTURE (BY VOLUME): 70% HOMOGENOUS CONSTRUCTION SAND 30% ORGANIC COMPOST SEE GRADING PLAN FOR DEPTH PLANT MATERIAL, SEE LANDSCAPE PLAN SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS 6-8" CRUSHED ANGULAR RIP RAP IN BOTTOM OF BASIN CONSTRUCTION SAND (UNDER ROCK WINDOW ONLY)MUST OVER EXCAVATE DOWN TO SUITABLE SOILS. FIELD VERIFY WITH SOILS ENGINEER 4 MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:41:59 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION C5.2 CIVIL DETAILS . . . . . . . . . . . . MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:02 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION C5.3 CIVIL DETAILS . . . . . . . . . . . . Tra s h En c l o s u r e Fo u n d a t i o n 65 . 1 42. 3 16 2 . 4 16 2 . 2 42.3 8" P V C 8" P V C 15 " H D P E 18 " H D P E 8" D I P 10 " S A N NSP E a s e m e n t p e r D o c . No's 5 6 0 7 7 a n d 5 8 7 9 5 3 2 4 " R C P W/D W/D W/D W/D W/D W/D W/D W/D W/D W/D UP REF UP A519 1 A52 0 2 CONSTRUCTION LIMITS EOF=957.80 NO PARK I N G TO TO TO TO TO TO TO TO TO TO NO PARK I N G CONSTRUCTION LIMITS TRASH ENCLOSUREWITH WALL SCREENING RETAININGWALL EXISTING TREE 10 -CI 10 - SGJ 1 - SH 20 - CI 3 - SSC 4 - DKL 6 - AH 20 - DN 20 - SGJ 3 - DKL 3 - SSC 1 - PD 1 - SH 3 - SSC 1 - SH 8 - DKL 8 - LDN 2 - WP 1 - SH 20 - DN 1 - EK 14 - DHW 16 - SGJ 15 - CI 15 - SGJ 15 - CI 15 - SGJ 15 - CI 15 - SGJ 3 - LDN 6 - DKL 5 - LDN 7 - DKL 20 - CI 17 -SGJ 1 - SH 1 - RB 1 - RB 1 - RB ISLAND 1: 83 SF ISLAND 2: 222 SF ISLAND 3: 203 SF ISLAND 4: 640 SF ISLAND 5: 390 SF ISLAND 6: 223 SF ISLAND 7: 739 SF ISLAND 8: 78 SF ISLAND 9: 195 SF ISLAND 10: 697 SF 3 - HR 8 - NEH 18 - HR 7 - CK 3 - HR 3 - CK 1 - EK 1 - EK 1 - SH 6 - LDN 7 - DKL 5 - CK3 - HR3 - WD 6 - CWL 8 - NWL 1 -PD 1 - EK 1 - EK 5 - MP 5 - MP 1 - EK 1 - EK 3 - SSC 1 -PD 1 -PD 5 - DKL 6 - DKL 1 - RB 1 - RB 3 - LDN 5 - TT 5 - TT 6 - HR 16 - CA2 1 - TT2 8 - TT2 15 - WD 7 - HR 9 - LDN 9 - LDN 7 - AB3 6 - HR 3 - HR 3 - HR 7 - HR 11 - ST5 - ST 5 - ST 6 - HR 6 - HR4 - HA 10 - HG 5 - DKL 5 - WD 3 - WD 3 - WD 5 - WD 10 - DKL 13 - HL2 5 - TT 6 - NW2 12 - NW2 3 - HA 1 - HA 12 - VD 12 - VD 5 - DL 11 - LDN 3 - DL 7 - HG 5 - HG 5 - HG 6 - HG 7 - HG 7 - HG 8 - AT2 3 - AT2 3 - AT2 3 - AT2 3 - AT2 10 - HA 3 - HA 5 - DL 35 - AB3 5 - ST 5 - EM 3 - CA2 3 - CA2 7 - EM 5 - GB 5 - ST 3 - GB 5 - HL2 1 - AN 1 - AN 1 - AN 1 - AN1 - AN 1 - SH 7 - NW2 24 - SH2 3 - ST 3 - ST 1 - PP2 7 - AG2 8 - DL 3 - CV 1 - CV 1 - CV 1 - CV 1 - AG2 2 - CV 3 - CV 3 - CV 3 - CV 3 - CV 2 - AG2 3 - AG2 2 - AG2 1 - AG2 5 - CP 3 - MB 59 SF ISLAND 12: 264 SF ISLAND 13: 203 SF 2 - QS SSNV SSNV BG BG BG BG BG BG BG RM2 RR RR RR SM2 SM2 SM2SM2 SM2 SM2 SM2 SM2 SM2 SM2 SM2 SM2 SM2 SM2 SM2 RM2 RM2 RM2 RM2 RM2 RM2RM2 SM2 RM2 RM2 2 - SH TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY AN 5 Northwood Red Maple / Acer rubrum `Northwood`2.5" Cal. B&B NATIVE CULTIVAR Y RB 5 River Birch / Betula nigra 2.5" Cal. B&B NATIVE N CP 5 Prairie Sentinel Hackberry / Celtis occidentalis `JFS-KSU1` TM 2.5" Cal. B&B NATIVE CULTIVAR SH 9 Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM 2.5" Cal. B&B NATIVE CULTIVAR N EK 7 Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&B NATIVE CULTIVAR N QS 2 Crimson Spire Oak / Quercus robur x alba `Crimschmidt` TM 2.5" Cal. B&B NOT NATIVE Y EVERGREEN TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY WP 2 White Pine / Pinus strobus 6` B&B NATIVE TT2 9 Techny Arborvitae / Thuja occidentalis `Techny`6` B&B NOT NATIVE ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY AG2 16 Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`#20 CLUMP NATIVE Y CA 4 Pagoda Dogwood / Cornus alternifolia 1.5" Cal. B&B NATIVE Y CV 20 Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM 1.5" Cal. B&B NATIVE Y MP 10 Prairifire Crabapple / Malus x `Prairifire`1.5" Cal. B&B NATIVE CULTIVAR Y MS 12 Spring Snow Crabapple / Malus x `Spring Snow`1.5" Cal. B&B NATIVE CULTIVAR Y MB 3 Red Barron Crabapple / Malus x 'Red Barron'2" CAL. B&B SHRUBS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY CA2 22 Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONT NATIVE CULTIVAR Y CI 115 Isanti Redosier Dogwood / Cornus sericea `Isanti`#5 CONT NATIVE CULTIVAR Y DL 23 Dwarf Bush Honeysuckle / Diervilla lonicera #5 CONT NATIVE Y HA 27 Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONT NOT NATIVE Y HL2 18 Little Quick Fire Hydrangea / Hydrangea paniculata `Little Quick Fire`#5 CONT NOT NATIVE Y SGJ 109 Sea Green Juniper / Juniperus chinensis `Sea Green`#5 CONT NOT NATIVE N LDN 57 Little Devil Ninebark / Physocarpus opulifolius `Donna May` TM #5 CONT NATIVE CULTIVAR Y DN 20 Diabolo Purple Ninebark / Physocarpus opulifolius 'Monlo' TM #5 CONT NATIVE CULTIVAR Y PP2 1 Dwarf Globe Spruce / Picea abies `Pumila`#5 CONT NOT NATIVE N ST 45 Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONT NOT NATIVE Y DKL 60 Dwarf Korean Lilac / Syringa meyeri `Palibin`#7 CONT NOT NATIVE Y TT 15 Taunton`s Yew / Taxus x media `Tauntonii`#5 CONT NOT NATIVE N VD 24 Arrowwood Viburnum / Viburnum dentatum 'Arrowwood'#5 CONT NATIVE Y WD 50 Dark Horse Weigela / Weigela florida 'Dark Horse'#5 CONT GRASSES QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY AB3 42 Blackhawks Big Bluestem / Andropogon gerardii 'Blackhawks'#1 CONT NATIVE CULTIVAR Y CK 15 Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONT NOT NATIVE N SH2 24 Prairie Dropseed / Sporobolus heterolepis #1 CONT NATIVE Y PERENNIALS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY AT2 20 Summer Beauty Globe Lily / Allium tanguticum `Summer Beauty`#1 CONT NOT NATIVE Y EM 14 Magnus Purple Coneflower / Echinacea purpurea `Magnus`#1 CONT NATIVE CULTIVAR Y GB 8 Beven`s Variety Geranium / Geranium macrorrhizum `Beven`s Variety`#1 CONT NOT NATIVE Y HR 79 Daylily / Hemerocallis x `Rosy Returns`#1 CONT NOT NATIVE Y HG 47 Guacamole Plantain Lily / Hosta x `Guacamole`#1 CONT NOT NATIVE Y NW2 39 Walkers Low Catmint / Nepeta x faassenii `Walkers Low`#1 CONT NOT NATIVE Y PLANT SCHEDULE GROUND COVERS CODE COMMON / BOTANICAL NAME SIZE RM2 Decorative Rock Mulch / Decorative Rock Mulch 2"-4" decorative, provide samples Mulch SSNV Lower Basin Native Seed Mix MNDOT 34-262 WET PRAIRIE, PER MNDOT SEEDING MANUAL SPECIFICATIONS (2014) Seed Mix RR 4"-6" Dia. Decorative Rip-Rap / Rip Rap Rock Mulch Over Filter Fabric, Samples Required.Mulch SM2 Shredded Cedar Mulch / Shredded Hardwood Mulch Mulch BG Blue Grass Based / Sod Commercial grade, locally grown, "Big Roll" preferred Sod PLANT SCHEDULE REVISION SUMMARY DATE DESCRIPTION L1.0 LANDSCAPE PLAN . . . . . . . . . . . . MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 24904 Patrick J. Sarver LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:11 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 LANDSCAPE NOTES: 0 1" = 30'-0" 30'-0"15'-0" N Know what's below.before you dig.Call R PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES EDGING DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA. LEGEND 1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CYPRESS MULCH. 2.ALL TREES SHALL BE MULCHED WITH SHREDDED CYPRESS MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK. 3.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION. 4.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD. 5.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. 6.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 7.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 9.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE. 10.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 11.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES. 12.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES. 13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB. 14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION. SEE LEGEND FOR PLANT TYPES SEE SHEET L1.1 FOR REQUIRED PLANTING CALCULATIONS REVISION SUMMARY DATE DESCRIPTION L1.1 LANDSCAPE PLAN NOTES & DETAILS . . . . . . . . . . . . MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 24904 Patrick J. Sarver LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:15 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS. 3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. 6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE. 7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE. 9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT. 11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED. 12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS. 14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE. 17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE. 20.USE SCREENS ON ALL HEADS. 21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION. 22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. 24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE. IRRIGATION NOTES: FACE OF BUILDING, WALL, OR STRUCTURE MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION FINISHED GRADE COMPACTED SUBGRADE WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED 18" - VERIFY W/ PLAN AGGREGATE MAINTANENCE STRIP N T S STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT SLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN 1 Know what's below.before you dig.Call R PERENNIAL BED PLANTING N T S PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT STEM BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. SIZE VARIES SEE LANDSCAPE PLAN MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 4 DECIDUOUS & CONIFEROUS SHRUB PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE FOR SPECIES) PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE SURROUNDING GRADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO ENSURE PROPER BACKFILL-TO-ROOT CONTACT SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED EXISTING GRADE ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK BACKFILL AS PER SPECIFICATION DO NOT EXCAVATE BELOW ROOTBALL. THREE TIMES WIDTH OF ROOTBALL RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 3 THREE TIMES WIDTH OF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTING N T S PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH NYLON STRAPPING WITH GROMMETS. ALTERNATE STABILIZING METHODS MAY BE PROPOSED BY CONTRACTOR. TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE EXISTING GRADE MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK EXISTING GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF PLANTING BED BACKFILL AS SPECIFIED COMPACT BOTTOM OF PIT, TYP. RULE OF THUMB - MODIFY EXCAVATION BASED ON LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT PLACEMENT 2 REQUIRED LANDSCAPE CALCULATIONS: REQUIRED LANDSCAPE CALCULATIONS TOTALS: Tra s h En c l o s u r e Trash Enclos u r e 4 1 3 Fo u n d a t i o n 65 . 1 42.3 16 2 . 4 16 2 . 2 42.3 8" P V C 8" P V C 15 " H D P E 18 " H D P E 18 " H D P E (R e c o r d s ) 8" D I P 8" D I P 10 " S A N 50.00S73°4 9 ' 2 3 " E N1 6 ° 1 0 ' 3 7 " E 1 7 0 . 0 0 S1 6 ° 1 0 ' 3 7 " W 1 7 0 . 0 0 24 " H D P E (R e c o r d s ) 2 4 " H D P E N2 6 ° 0 4 ' 1 0 " E N63 ° 5 5 ' 5 0 " W 1 0 4 . 0 0 S2 6 ° 0 4 ' 1 0 " W 3 3 1 . 3 1 S64 ° 1 0 ' 1 0 " E 3 5 0 . 2 8 N1 6 ° 1 0 ' 3 7 " E 6 9 6 . 3 5 NSP E a s e m e n t p e r D o c . No's 5 6 0 7 7 a n d 5 8 7 9 5 3 D a n d U E a s e m e n t p e r Pla t o f M o n t i c e l l o B u s i n e s s Ce n t e r 3 r d A d d i t i o n [1 0 ] I n g r e s s / E g r e s s E a s e m e n t pe r D o c N o . A 1 1 9 3 2 7 0 24" HD P E 2 4 " R C P INLET PROTECTION AT CATCH BASINS, TYP INLET PROTECTION AT CATCH BASINS BEING REMOVED CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. SILT FENCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. SILT FENCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONSTRUCTION ENTRANCE CONSTRUCTION LIMITS CONSTRUCTION LIMITS MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:20 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION SW1.0 SWPPP - EXISTING CONDITIONS . . . . . . . . . . . . 0 1" = 30'-0" 30'-0"15'-0" N 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF MONTICELLO EROSION CONTROL NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. SWPPP NOTES: Know what's below.before you dig.Call R LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. Tra s h En c l o s u r e Trash Enclos u r e 4 1 3 Fo u n d a t i o n 65 . 1 42.3 16 2 . 4 16 2 . 2 42.3 8" P V C 8" P V C 15 " H D P E 18 " H D P E 8" D I P 8" D I P 10 " S A N 50.00S73°4 9 ' 2 3 " E N1 6 ° 1 0 ' 3 7 " E 1 7 0 . 0 0 S1 6 ° 1 0 ' 3 7 " W 1 7 0 . 0 0 N2 6 ° 0 4 ' 1 0 " E N63 ° 5 5 ' 5 0 " W 1 0 4 . 0 0 S2 6 ° 0 4 ' 1 0 " W 3 3 1 . 3 1 S64 ° 1 0 ' 1 0 " E 3 5 0 . 2 8 N1 6 ° 1 0 ' 3 7 " E 6 9 6 . 3 5 NSP E a s e m e n t p e r D o c . No's 5 6 0 7 7 a n d 5 8 7 9 5 3 D a n d U E a s e m e n t p e r Pla t o f M o n t i c e l l o B u s i n e s s Ce n t e r 3 r d A d d i t i o n [1 0 ] I n g r e s s / E g r e s s E a s e m e n t pe r D o c N o . A 1 1 9 3 2 7 0 24" HD P E 2 4 " R C P INLET PROTECTION AT CATCH BASINS, TYP CONSTRUCTION LIMITS CONSTRUCTION LIMITS TEMPORARY DRAINAGE SWALE. CONTRACTOR TO INSTALL/GRADE SWALE TO ENSURE EXISTING DRAINAGE PATTERNS ARE UNOBSTRUCTED DURING CONSTRUCTION AND AFTER EXISTING STORM SEWER IS REMOVED. TEMPORARY SWALE TO BE USED UNTIL PERMANENT BMP AND STORM SEWER CAN BE INSTALLED CUT EXISTING 18" PIPE, PIPE TO DRAIN INTO TEMPORARY SWALE UNTIL PERMANENT STORM SEWER CAN BE INSTALLED EX. INVERT AT CUT LOCATION = 958.91 CUT EXISTING 24" PIPE, TEMPORARY SWALE TO DRAIN INTO OPEN END OF PIPE UNTIL PERMANENT STORM SEWER CAN BE INSTALLED EX. INVERT AT CUT LOCATION = 955.42 MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:25 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION SW1.1 SWPPP - TEMPORARY DRAINAGE PLAN . . . . . . . . . . . . 0 1" = 30'-0" 30'-0"15'-0" N 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF MONTICELLO EROSION CONTROL NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. SWPPP NOTES: Know what's below.before you dig.Call R LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. Tra s h En c l o s u r e 4 1 3 Fo u n d a t i o n 65 . 1 42. 3 16 2 . 4 16 2 . 2 42.3 8" P V C 8" P V C 15 " H D P E 18 " H D P E 8" D I P 10 " S A N 50.00S73°49 ' 2 3 " E N1 6 ° 1 0 ' 3 7 " E 1 7 0 . 0 0 S1 6 ° 1 0 ' 3 7 " W 1 7 0 . 0 0 N2 6 ° 0 4 ' 1 0 " E N63 ° 5 5 ' 5 0 " W 1 0 4 . 0 0 S2 6 ° 0 4 ' 1 0 " W 3 3 1 . 3 1 S64 ° 1 0 ' 1 0 " E 3 5 0 . 2 8 N1 6 ° 1 0 ' 3 7 " E 6 9 6 . 3 5 NSP E a s e m e n t p e r D o c . No's 5 6 0 7 7 a n d 5 8 7 9 5 3 D a n d U E a s e m e n t p e r Pla t o f M o n t i c e l l o B u s i n e s s Ce n t e r 3 r d A d d i t i o n [1 0 ] I n g r e s s / E g r e s s E a s e m e n t pe r D o c N o . A 1 1 9 3 2 7 0 2 4 " R C P INLET PROTECTION AT CATCH BASINS, TYP CONTRACTOR TO PROVIDE INLET PROTECTION AT ALL DOWNSTREAM CATCH BASINS. INLET PROTECTION AT CATCH BASINS, TYP SILT FENCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. INLET PROTECTION AT CATCH BASINS, TYP SILT FENCE PERIMETER EROSION CONTROL AT CONSTRUCTION LIMITS, TYP. CONSTRUCTION ENTRANCE SILT FENCE OR BIO-LOG AT BOTTOM PERIMETER OF INFILTRATION BASIN PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) PLACE EROSION CONTROL BLANKET ON ALL SLOPES 4:1 OR STEEPER, TYP. (MNDOT CATEGORY 3) W/D W/D W/D W/D W/D W/D W/D W/D W/D W/D UP REF UP 958 S F UNIT 2 . 1 129 147 S F OFFI C E 132 69 S F MAIL 133 563 S F LOB B Y 100 959 S F UNI T 2 . 1 101 959 S F UNIT 2 . 1 102 1285 S F UNIT 2 . 3 103 650 S F UNIT 1 . 1 105 650 S F UNI T 1 . 1 106 1096 S F UNI T 2 . 2 107 1095 S F UNIT 2 . 2 108 650 S F UNI T 1 . 1 109 866 S F UNI T 1 . 2 110 948 S F FITN E S S R O O M 114 364 S F STO R A G E 112 102 S F TRA S H 111 646 S F LOU N G E 115 711 S F CO M M R O O M 136 646 S F STO R . 137 651 S F UNIT 1 . 1 120 647 S F UNI T 1 . 1 121 959 S F UNIT 2 . 1 124 1332 S F UNIT 3 . 1 123 650 S F UNI T 1 . 1 125 650 S F UNI T 1 . 1 126 650 S F UNI T 1 . 1 127 1291 S F UNIT 2 . 3 128 184 S F PAC K A G E C O N C I E R E G E 131 241 S F SA-1 150 377 S F RES. S T O R A G E 118 228 S F SC- 1 151 82 S F ELE V . L O B B Y 113 A203 02 03 01 A203 04 A206 01 A206 06 02 03 05 A519 1 A520 2 4 A52 0 6 A511 48 S F RES T R O O M 134 53 S F RES T R O O M 135 A700 5 6 4 A700 15 11 10 A700 18 17 A20 8 2 3 A208 4 24' - 0 " CONSTRUCTION LIMITS EOF=957.80 INFILTRATION BASIN 1 BOT=954.33 TOP=957.33 EOF=957.80 100-YR HWL=957.70 VOL=(954.33-956.13)=11,383 CF VOL=(956.13-957.33)=20,897 CF NO PARK I N G TO TO TO TO TO TO TO TO TO TO NO PAR K I N G CONSTRUCTION LIMITS MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:31 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION SW1.2 SWPPP - PROPOSED CONDITIONS . . . . . . . . . . . . 0 1" = 30'-0" 30'-0"15'-0" N Know what's below.before you dig.Call R 1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES. CITY OF MONTICELLO EROSION CONTROL NOTES: 1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL PERMITS REQUIRED BY THE CITY. 2. SEE SHEETS SW1.0 - SW1.6 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS, AND PRACTICES. 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES. 4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. SWPPP NOTES: LEGEND: EX. 1' CONTOUR ELEVATION INTERVAL INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE ARROW 1.0' CONTOUR ELEVATION INTERVAL SILT FENCE / BIOROLL - GRADING LIMIT EROSION CONTROL BLANKET ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING THE COURSE OF CONSTRUCTION. MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:34 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION SW1.3 SWPPP - DETAILS . . . . . . . . . . . . OVERFLOW AT TOP OF FILTER ASSEMBLY OVERFLOW IS 12 OF THE CURBBOX HEIGHT HIGH-FLOW FABRIC FILTER ASSEMBLY DIAMETER, 6" ON-GRADE 10" AT LOW POINT EXISTING CURB, PLATE, BOX, AND GRATE NOTES: 1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT. 3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C. CURB INLET FILTER N T S1 PROFILE 6" MIN CRUSHED STONE 75' MINIMUM PLAN FINISHED GRADE TO CONSTRUCTION AREA 35' R EXISTING UNDISTURBED ROADWAY N T S 30' FROM EDGE OF ROAD TO FRONT OF SPEED BUMP GEOTEXTILE FILTER FABRIC 4" HIGH, 18" WIDE SPEED BUMP STABILIZED CONSTRUCTION ACCESS 24 ' ( M I N ) NOTES: 1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT. 4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER. 5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. 6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118. EX I S T I N G U N D I S T U R B E D R O A D W A Y 35' R TO CONSTRUCTION AREA 2 FILTER FABRIC AS SPECIFIED EXISTING GROUND SURFACE DIRECTION OF FLOW WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C. WHEN INSTALLED ON GROUND. IF INSTALLED ON PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT MIN. 10' O.C. 8" M I N . SEDIMENT BIO-ROLL / COMPOST FILTER LOG N T S FILLER AS SPECIFIED NOTE: 1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL. 2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897. 3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8". 4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE. 5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION. FILL UPSTREAM BASE EDGE WITH 2" OF DIRT OR COMPOST TO EMBED ROLL. 4 FILTER FABRIC WITH WIRE SUPPORT NET AS SPECIFIED. METAL POST AS SPECIFIED. FILTER FABRIC AS SPECIFIED SECURE TO WIRE SUPPORT NET WITH METAL CLIPS 12"O.C. SUPPORT NET: 12 GAUGE 4" x 4" WIRE HOOKED ONTO PREFORMED CHANNELS ON POSTS AS SPECIFIED. EXISTING GROUND SURFACE CARRY WIRE SUPPORT NET DOWN INTO TRENCH DIRECTION OF FLOW ANCHOR FABRIC WITH SOIL, TAMP BACKFILL METAL POSTS 8'-0" O.C.MAX. 24 " 24 " 24 " MI N . 6" 6" SEDIMENT FENCE N T S5 MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:37 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION SW1.4 SWPPP - NARRATIVE . . . . . . . . . . . . OWNER: APARTMENTS MONTICELLO, LLC 900 AMERICAN BLVD EAST, SUITE 300 BLOOMINGTON, MN 55240 OWNER INFORMATIONTRAINING SECTION 21 PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM CONTACT: VISHAL DUTT 651-206-4087 VISHAL@VENTUREMORTGAGE.COM PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM. AREAS AND QUANTITIES: SWPPP CONTACT PERSON CONTRACTOR:SWPPP INSPECTOR TRAINING: ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE NPDES CONSTRUCTION SITE PERMIT. TRAINING CREDENTIALS SHALL BE PROVIDED BY THE CONTRACTOR AND KEPT ON SITE WITH THE SWPPP NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION. PROJECT NARRATIVE: PROJECT IS A DEVELOPMENT OF AN NEW MULTI RESIDENTIAL APARTMENT BUILDING AND SURFACE PARKING LOT. SITE, UTILITY, GRADING, AND LANDSCAPE IMPROVEMENTS WILL OCCUR. NATIVE BUFFER NARRATIVE: PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOT LOCATED ON SITE. INFILTRATION NARRATIVE: INFILTRATION IS PROVIDED AS PART OF THE PROJECT'S PERMANENT STORM WATER MANAGEMENT SYSTEM. SOIL CONTAMINATION NARRATIVE: SOILS REPORT HAS BEEN COMPLETED FOR THIS PROJECT AND SOILS HAVE BEEN DEEMED CONDUCIVE FOR INFILTRATION. SOILS HAVE BEEN ASSUMED TO NOT BE CONTAMINATED. SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED): THIS PROJECT IS NOT WITHIN ONE MILE OF ANY SPECIAL OR IMPAIRED WATER BODIES. IF THE PROJECT WAS LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS: 1.DURING CONSTRUCTION: A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. PERMANENT STABILIZATION NOTES SITE SPECIFIC: PERMANENT SEED MIX ·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX. ··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER ACRE. ··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE. ·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL. SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES. THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION. SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER): CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE: ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST. THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERALPERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL. STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPPDOCUMENT. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE 2. INSTALLATION OF SILT FENCE AROUND SITE 3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS. 4. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL5. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14) 6. CLEAR AND GRUB REMAINDER OF SITE 7. STRIP AND STOCKPILE TOPSOIL 8. ROUGH GRADING OF SITE 9. STABILIZE DENUDED AREAS AND STOCKPILES10. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES 11. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S 12. INSTALL STREET SECTION 13. INSTALL CURB AND GUTTER 14. BITUMINOUS ON STREETS15. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH 16. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND 17. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.) 18. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. RECORDS RETENTION: THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS. ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THENOT. 1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT; 3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS AND MAINTENANCE); 4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OFWAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP IMPLEMENTATION RESPONSIBILITIES: 1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS. 3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE: 4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION 21 OF THE PERMIT. 4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. 5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. CONSTRUCTION ACTIVITY REQUIREMENTS SWPPP AMENDMENTS (SECTION 6): 1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATIONDESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210,SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. BMP SELECTION AND INSTALLATION (SECTION 7): 1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. EROSION PREVENTION (SECTION 8): 1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. 2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATIONPRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION ISNOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. 4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. 5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTINGTO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLYCEASES. 6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENTCONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. 8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURSAFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. SEDIMENT CONTROL (SECTION 9): 1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. 2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. 3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY ASAPPROPRIATE FOR SITE CONDITIONS. 4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. 6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. 7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. 9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDEREDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATERCONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE,PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONSPROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENTCONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. DEWATERING AND BASIN DRAINING (SECTION 10): 1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASINPRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THEDISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. 2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. 3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOESNOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS INTHE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. 4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. INSPECTIONS AND MAINTENANCE (SECTION 11): 1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. 2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. 6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. 7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. 8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR b.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TORESUME IF CONDITIONS WARRANT; OR c.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAYBE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMINGCONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: a.DATE AND TIME OF INSPECTIONS; AND b.NAME OF PERSONS CONDUCTING INSPECTIONS; AND c.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND d.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND e.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEMTHAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND f.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN,AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND g.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. POLLUTION PREVENTION MANAGEMENT (SECTION 12): 1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. 2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. 3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURINGCOMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. 5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. 6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE ATALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FORRECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. 7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEESMUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. 8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFFFROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. PERMIT TERMINATION (SECTION 4 AND SECTION 13): 1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. 2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDERTHIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH ADENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. 4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT ANDMUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. 5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. 6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. 7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TOTHE HOMEOWNER. 8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. SEED NOTES: ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL. GENERAL RECOMMENDATIONS: THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES. TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET. SEED ·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100 LBS/ACRE. MULCH ·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH) SLOPES ·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH ·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET. ·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS. GENERAL SWPPP REQUIREMENTS AND NOTES: DESIGN ENGINEER: DAVID J. KNAEBLE P.E. TRAINING COURSE: DESIGN OF SWPPP TRAINING ENTITY: UNIVERSITY OF MINNESOTA INSTRUCTOR: JOHN CHAPMAN DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012 TOTAL TRAINING HOURS: 12 DATE OF RECERTIFICATION: 1/3/2025 EXPIRATION: 5/31/2028 MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:43 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION SW1.5 SWPPP - ATTACHMENTS . . . . . . . . . . . . ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT PROJECT NAME: MONTICELLO APARTMENTS PROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.) ADDRESS: SCHOOLL BLVD CITY OR TOWNSHIP: MONTICELLO STATE: MN ZIP CODE: 55362 LATITUDE/LOGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.283610 N, -93.800461 E METHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHIC ALL CITIES WHERE CONSTRUCTION WILL OCCUR: MONTICELLO ALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: WRIGHT ALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: NA PROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 2.77 PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): XXXXX CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE) EXISTING AREA OF IMPERVIOUS SURFACE : 1.24 POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 2.67 TOTAL NEW AREA OF IMPERVIOUS SURFACE: 1.42 RECEIVING WATERS WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N) . . . . . . . . . . . . . . . . . . . . DATES OF CONSTRUCTION CONSTRUCTION START DATE: 05/2026 ESTIMATED COMPLETION DATE: 10/2026 GENERAL CONSTRUCTION PROJECT INFORMATION DESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): A NEW MULTI RESIDENTIAL APARTMENT BUILDING, SURFACE PARKING LOT, AND STORMWATER BASIN WILL BE CONSTRUCTED. DESCRIBE SOIL TYPES FOUND AT THE PROJECT: PER WEB SOIL SURVEY, SOILS HAVE BEEN ASSUMED TO HAVE A HYDROLOGIC DESIGNATION OF "B" SOILS. SITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDING WETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY. GENERAL SITE INFORMATION (III.A) 1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A) THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.3 3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F): EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS. LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES. ·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS. ·LOCATIONS OF AREAS NOT TO BE DISTRUBED. ·LOCATION OF AREAS OF PHASED CONSTRUCTION. ·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER. ·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA 4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6) N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7) N/A 6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? YES OR NO IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8) 7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML N/A IF NO, SKIP TO TRAINING DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NO IF YES: A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL. B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL. IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS. N/A 8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMES N/A SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.) 1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES OR NO IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD 2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D): ·WET SEDIMENTATION BASIN ·INFILTRATION/FILTRATION ·REGIONAL PONDS ·COMBINATION OF PRACTICES INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD. INFILTRATION / FILTRATION / REGIONAL PONDING CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D. 3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C) IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME. 4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM. N/A EROSION PREVENTION PRACTICES (IV.B) DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON: 1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS. SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE. 2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.): TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES. 3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.): SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL. 4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE) FINAL STABILIZATION OF SWALES WILL BE SOD 5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.) RIP RAP WILL BE UTILIZED AT PIPE OUTLETS 6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS): DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED 7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED. N/A, NO DITCHES ON SITE 8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.): OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE. 9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TO SPECIAL WATERS). N/A 10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREAS MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS. SEDIMENT CONTROL PRACTICIES (IV.C) DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS 1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL: SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE 2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES: SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY 3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION: SEE INLET PROTECTION DETAILS 4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES: THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE. 5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA: SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS. 6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE: LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED 7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE: DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND. 8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT: N/A 9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL OR IMPAIRED WATER? NO IF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT. N/ADEWATERING AND BASIN DRAINING (IV.D) 1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THE PERMIT): N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT): N/A ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D) 1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO 2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED. N/A 3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME. N/A 4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER). N/A 5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS REMAINS THE SAME. N/A 6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR 24-HOUR PRECIPITATION EVENTS. N/A 7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATER POND)? YES OR NO IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A. N/A INSPECTIONS AND MAINTENANCE (IV.E) DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE: ·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND ·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS. INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST" 1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater: ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE 2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials: ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE 3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) according to Minn. R. ch. 7045, including restricted access and secondary containment: ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS. 4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035: ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS 5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040: SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER. 6. Describe spill prevention and response for fueling and equipment or vehicle maintenance: EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS. 7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site: ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE 8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground: ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE. FINAL STABILIZATION (IV.G) 1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS: FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS. 2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5): UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OF TERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE) SOILS INFORMATION MAP UNIT SYMBOL 1377B DORSET-TWO INLETS COMPLEX, 2 TO 6 PERCENT SLOPES MAP UNIT NAME .. .. .. MO N T I C E L L O A P A R T M E N T S SC H O O L B L V D , M O N T I C E L L O , M N 5 5 3 6 2 90 0 A M E R I C A N B L V D E A S T , S U I T E 3 0 0 , B L O O M I N G T O N , M N 5 5 2 4 0 AP A R T M E N T S M O N T I C E L L O L L C PR O J E C T 44263 Matthew R. Pavek LICENSE NO.DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 11/03/2025 ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION . . . . . . . . PROJECT NUMBER:19332 11/03/25 CITY SUBMITTAL DRAWN BY:REVIEWED BY:WB, JS MP . . . . . . . . . . . . . . 11/3/2025 2:42:46 PM Civil Engineering ° Surveying ° Landscape Architecture 5000 Glenwood Avenue Golden Valley, MN 55422 civilsitegroup.com 612-615-0060 COPYRIGHT CIVIL SITE GROUP INC.c 2025 REVISION SUMMARY DATE DESCRIPTION SW1.6 SWPPP - ATTACHMENTS . . . . . . . . . . . . ATTACHMENT B: SWPPP INSPECTION FORM ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1, 2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS. FACILITY INFORMATION SITE NAME: FACILITY ADDRESS: PERMIT NUMBER: CITY: STATE: ZIP CODE: INSPECTION INFORMATION INSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PM IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)? IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT: RAINFALL AMOUNT (IF APPLICABLE): ____________ IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER? IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTS NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION. EROSION CONTROL REQUIREMENT (PART IV.B) 1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE) 2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED? 3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH) 4. ARE THERE BMP'S FOR ONSITE STOCKPILES? 5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS? 6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION? COMMENTS: SEDIMENT CONTROL REQUIREMENT (PART IV.C) 1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS? 2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE? 3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS? 3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED? 4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS? 5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS? 6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS? 7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION? 8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE? 9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS? COMMENTS: MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.) 1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER? 2. ANY DITCH EROSION OBSERVED? 3. PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE? 4. ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY? COMMENTS: OTHER 1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER? 2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS? 3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA? 4. ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF? 5. IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED? 6. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN? COMMENTS: 7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE? 7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGE HAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN 7 DAYS? 8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE: 9. IS ANY DEWATERING OCCURRING ON SITE? 9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO? 10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE? 11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE? 12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT? 12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT? 13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED? 13.1. IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE. 14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION? 14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES? 15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS: 16. PROPOSED AMENDMENTS TO THE SWPPP: 17. POTENTIAL AREAS OF FUTURE CONCERN: 18. ADDITIONAL COMMENTS DISCLOSURES: ·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS. ·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS. ·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA. Y N N/A Y N N/A Y N N/A Y N N/A Y N N/A Y N N/A Y N N/A Y N N/A ATTACHMENT C - ABOVE-GROUND FACILITY MANAGEMENT SCHEDULE 1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE. 2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED. 3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT EARTH-MOVING EQUIPMENT). MONTICELLO 2040 VISION + PLAN 39 LAND USE MIX Commercial • Office/Retail • Professional Service • Restaurants • Hotels • Entertainment Residential • Mixed-Density Residential • Senior Living Facility Public/institutional • Educational Centers Recreational • Plaza • Public Space • Parks/Playgrounds DEVELOPMENT FORM COMMERCIAL RESIDENTIAL FLEX (CRF) The purpose of the Commercial Residential Flex designation is to provide limited locations where commercial and residential uses may be allowed and located in close proximity to each other. Mixed-use buildings are typically not appropriate in this designation although they may be considered at discretion of the City. Rather, the intent is to provide locations where a range of compatible uses can be established close to one another. This is a hybrid designation that allows a range of uses including residential, professional office, personal and professional services, hotels, retail and restaurants, entertainment uses and educational services. The goal is to create an urban mix of uses and provide the opportunity for inventive, flexible development standards characteristic of an urban lifestyle center. • PUD Standards • Density (Low to High Density Residential) • Floor Area Ratio (FAR) 0.30-0.50 LOT PATTERN CASE STUDY EXAMPLE 2018 Correlating Zoning DistrictZONING INFORMATION 2018 Correlating Zoning District PUD Planned Unit Development Primary Mode Vehicular with access to collectors and arterials Transit or shuttle service Secondary Mode Pedestrian-friendly streetscape Bicycle facilities and parking MOBILITY MONTICELLO 2040 VISION + PLAN 15 FUTURE LAND USE MAP EXHIBIT 3.3 City of Monticello Boundary Monticello Orderly Annexation Area (MOAA) Parcels Streets Railroad Water Bodies Development Reserve (DR) Open Space and Resource Conservation (OSRC) City Parks and Recreation (PR) Estate Residential (ER) Low-Density Residential (LDR) Traditional Residential (TR) Mixed Neighborhood (MN) Mixed-Density Residential (MDR) Manufactured Home (MH) Downtown Mixed-Use (DMU) Community Commercial (CC) Regional Commercial (RC) Commercial and Residential Flex (CRF) Employment Campus (EC) Light Industrial Park (LIP) General Industrial (GI) Public and Institutional (P) Xcel Monticello Nuclear Generating Plant (MNGP) North 18 The flow of employees to jobs outside of the City, or into the City while living in a different area occurs for several reasons. Attracting employees can be the result of livable wage positions that may not be available in the areas that they live. It can also be a result of the employee being attached to their existing community because of the school system, family, or other personal reasons. Another issue that can affect the attraction of employees to a community is the availability of housing to meet their needs. As families move through their career paths and family status, their housing needs change and will rely on communities to provide that lifecycle housing. WORKFORCE HOUSING As a city actively developing, Monticello is taking a careful yet proactive approach to planning land use and density to ensure adequate amounts of land are guided to provide opportunities for a full range of “life cycle” housing options. The City is especially looking for opportunities to develop a range of life-cyle and “step- up” housing options as a way to attract new industrial development and jobs that offers higher paying wages. Existing Housing Value Assessment The measure of affordability of a housing unit compares housing cost to gross household income. The general standard is that housing is affordable if housing expenses equal 30% or less of a person’s gross household income. Tables 6.5 and 6.6 demonstrates the value of the City of Monticello’s housing stock in comparison to the entirety of Wright County. Notably, 46% of the City of Monticello’s housing stock is valued between $150,000 - $250,000 compared to 29% of Wright County housing stock of the same value (refer to Table 6.5 and 6.6). This aligns with the data that suggests housing prices are increasing in Monticello compared to the County. It is important that a range of affordable housing stock in the community is maintained while also providing housing products in the higher values as well. Affordable Workforce Housing The City completed (2020) a comprehensive housing study that assesses the housing needs for the community. It is imperative that any successful economic development policies and strategies allow for the development of life-cycle housing to allow for the continued growth of the community. The policies and strategies from the housing study have been incorporated into this plan. A generally accepted standard is that in order to develop new affordable housing, the development needs to be a minimum of eight units per acre. Based on the City’s future land use plan 986 acres would allow for residential development at eight units or more per acre. While the City has created a land use plan that permits areas at greater density, barriers to development of affordable housing still exist. Some of these barriers are beyond the City’s control including, but not limited to: • Steady increases in land prices and State and County tax structures • Increase in construction costs. When combined with land prices, it becomes more difficult to provide affordable units through new construction. • Property constraints from wetlands, woodlands, soils, poor access or others. • Availability of regional public transit options within the City. The goals, policies, and strategies section includes specific efforts to pursue as it relates to offering a range of affordable housing options. ECONOMIC DEVELOPMENT ISSUES AND OPPORTUNITIES In the next 20 years the City will face a variety of issues as well as opportunities related to economic development. Many of these issues are larger in scale and will require regional and state partners to address them, especially as related to transportation and infrastructure. Tax Base Diversification One of the primary issues facing the City will be sourcing new tax revenue and normalizing the City’s financial system. The City’s tax base relies heavily on the Xcel MNGP which is a finite revenue stream and will eventually be gone. Communities with diverse tax bases are resilient to shifts and fluctuations in the economy more so than communities that have a single large taxpayer or a majority of businesses in a single industry or sector. When the generating station is excluded from the equation, the City’s largest single taxpayer makes up only 2.3% of the total tax capacity. This allows the city to have significant stability as it replaces the Xcel MNGP taxes. However, this diversity requires the community to look to multiple projects to help fill the pending gap but also allows for the development of industry clusters to provide both tax base and employment opportunities. ECONOMIC DEVELOPMENT MONTICELLO 2040 VISION + PLAN 19 Workforce Development The success of workforce development requires that the City develop a plan for development and training of the required work force. Creating and maintaining strong relationships with businesses is critical to identify needs and assist with the coordination between the training institutions to teach the required skills. This will also help identify potential funding sources further strengthening those relationships. The attraction of new livable wage employment opportunities is important to allow for the continued success of the local economy as well as attraction of new businesses and employment opportunities. The retention of existing businesses and employees in the community will maintain a workforce and help attract the needed workers to fill these positions. Workforce Housing The City has a limited number of step-up type housing and senior housing units. The community does have a significant number of “entry” level housing which limits the community’s ability to retain residents that seek housing units with a greater level of amenities. These residents, while working in Monticello, live in the surrounding communities resulting in the City losing the opportunity to benefit from the retail spending and additional tax base of higher value homes. In addition to the shortage of move up housing, the City also has a limited number of senior housing opportunities. This limited supply results in older residents staying in their homes and those homes not being available for new residents. If the older residents move to another community for housing, Monticello loses their retail activity which is generally higher than younger residents further reducing growth and economic stability. The city also has a limited number of multi-family units to allow for the workforce required for the jobs that are being created through the expansion and attraction of businesses. As people are changing or beginning their careers, finding affordable housing is a pressing need and can be a primary factor in their success or failure. Regardless of the success of creating employment opportunities, if workers cannot live in the community and become part of the socio-economic fabric of the community, then the success will be short lived. Transportation Improvements Monticello will continue to plan for the completion of its comprehensive roadway and pathway system. Transportation costs are a major factor for businesses evaluating new locations. A well-maintained transportation network connected to the larger regional network will be critical for attracting new business and diversifying to warehousing and distribution sectors. The continued planning and development of the transportation system improvements including a potential interchange with major transportation arteries will also allow for the continued growth of Monticello. The City will also need to commit resources to the continued maintenance of the existing infrastructure to support the local economy. Bridge Traffic Presently, State Highway 25 is the only river crossing in the City and greater region. A new bridge crossing would help alleviate traffic congestion on Highway 25 and also provide options for emergency access. However, Highway 25 results in motorists traveling through the City’s downtown that serve as possible customers for local businesses. Transportation improvements could alleviate some congestion and also improve east/west walkability through downtown Monticello. A new bridge in the region is a long term improvement and requires considerable investment and additional study, but would also will reduce the amount of traffic flowing through downtown, especially on the weekends. Monticello needs to continue to be an active member in the Central Mississippi River Regional Planning group as they work towards siting and eventually development of a new river crossing to maximize the benefit to the City. COVID-19 Pandemic Response The City proactively responded to the business community to support business operations during the global COVID-19 pandemic. The City approved temporary loan forbearance requests and an emergency grant program to assist those businesses with outstanding loans that have been negatively affected by the pandemic. This loan forbearance helped to ensure employers continue to retain employees. The long-term effects of the pandemic will not be known until after adoption of this plan. M:\032611-000\Admin\Docs\2025-11-14 Submittal (Concept Plan)\_2025-11-24 Twin Pines Apts Concept Plan - WSB Engineering Review.docx 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 5 5 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M November 24, 2025 Matt Leonard City Engineer/Public Works Director City of Monticello 505 Walnut Street, Suite 1 Monticello, MN 55362 Re: Twin Pines (Monticello) Apartments – Concept Plan Review City Project No. 2025-046 WSB Project No. R-032611-000 Dear Mr. Leonard: We have reviewed the revised Twin Pines (Monticello) Apartments Concept plan submittal dated November 6, 2025, as prepared by Civil Site Group. This plan was previously reviewed in 2023 and a majority of the original comments were addressed at that time. All comments have been included below as a reference to previous reviews. The revised engineering plans and documents were reviewed for general conformance with the City of Monticello’s general engineering and stormwater treatment standards. We offer the following comments regarding these matters. General & Final Plat 1. Add a note to the plans referencing the City Standard Specifications and Detail Plates. Also, add a note that tracer wire is required to be installed following Monticello Appendix D tracer wire specification. 2. Monticello Business Center 7th Addition already exists as the Aldi site; therefore, the plat name will need to be renamed. Complete. 3. The proposed site is currently platted as Outlot A, Monticello Business Center 6th Addition plat, which includes a blanket drainage and utility easement over the Outlot. The easements will need to be vacated with required easements for the utilities dedicated on the final plat. Complete, applicant noted receipt of these comments in their response dated January 22, 2020 and stated “easements reflect vacation and dedication.” 4. The drainage and utility easements shown on the plat need to be revised to remove the easement where the courtyard is located, as that area is no longer being used as an infiltration basin. It appears this has been done, but the easements should also be added to the Utility Plan. Complete. 5. The applicant shall enter into a stormwater maintenance agreement with the City to maintain the infiltration basin and storm sewer system and drainage and utility easements do not need to be platted for these areas. Complete, applicant noted receipt of these comments in their response dated January 22, 2020. Kjellberg Twin Pines Apartments – WSB Engineering Review November 24, 2025 Page 2 6. A minimum of a 12’ drainage and utility easement should be added around the perimeter of the lot. In-progress, the easterly property line easement will need to be 25’ due to the existing sanitary sewer main. Complete. 7. Provide confirmation that the easement on the adjacent property to the south allows for grading of the EOF. Also, provide notification to the adjacent property owner of any work occurring within the prescribed easement. In-progress, the applicant stated that they are in the process of obtaining a “grading permit” to work on the adjacent property. 8. Retaining wall and parking lot will require an encroachment agreement. In-progress and acknowledged by applicant, provide documentation to the City. Existing Site & Removal Plan (C1.0) 9. The plan notes to remove and salvage the existing hydrants. It is not clear whether the salvaged hydrants will be used onsite. The City’s preference is that new hydrants are used with the proposed improvements. Complete, the hydrants are no longer proposed to be salvaged. 10. Verify the phasing of storm sewer removal and installation so that it does not impact drainage to existing buildings and parking area. See comments on plans regarding temporary drainage swale. Complete. Site & Paving Plan (C2.0) 11. The applicant should consider creating a separate drive aisle to the proposed apartment building in lieu of accessing the building through the existing parking lots. See planning report. Complete, applicant noted that a separate drive aisle is not feasible, but the site was updated to create more pedestrian accessible routes. 12. A sidewalk should extend from the proposed apartment building to the existing pathway along School Blvd. Complete, applicant noted the site plan was updated to include a connecting path from the existing apartment to sidewalk along School Boulevard. 13. Update parking lot to show the correct number of Handicap parking stalls in compliance with ADA regulations. Complete. 14. Note the location of pedestrian curb ramps and add the appropriate details onto the details sheets. In-progress, some were noted with “ribbon curb” but all of the locations adjacent to the “specialty pavement” location were. Note specifically where “pedestrian curb ramps” are to be located in all cases. Pedestrian curb ramps were identified in some locations but not others. Verify whether additional locations identified on the plans are needed. Complete. 15. Add the notation for the signs on the plan view to correspond with what is noted in the legend. Complete. 16. If tip-out curb is proposed, note these locations on the plans. Complete. 17. Coordinate civil and architectural plans to match, currently grades are different. In- progress, applicant acknowledged discrepancy. Complete. Kjellberg Twin Pines Apartments – WSB Engineering Review November 24, 2025 Page 3 18. Add an item in the legend for the specialty pavement and a typical section on the details page. Add a detail for the edging as well, if applicable. Complete. 19. It is not clear where the heavy-duty pavement is located (item in legend). Add the hatching to the plan per the geotechnical evaluation and a typical section on the details sheet. Complete, the legend was updated to remove this item. Grading Plan (C3.0) 20. The City’s Wellhead Protection Plan identifies this site within the "low vulnerability" DWSMA, but it is outside of the Emergency Response Area (ERA), therefore infiltration is allowed. Residential uses typically do not pose a risk of potential contaminants and will be reviewed at the time of proposed development submittal. Complete, acknowledged by applicant. 21. Label the % grade for the parking lot. The percent grades within the handicapped parking and access isle area cannot exceed 2.0%, note on plans accordingly and confirm the grading in and areas meet this requirement. Similarly, the cross slope on pedestrian routes cannot exceed 2.0%, note the cross slope on the plans. Note the percent grade of the parking entrance driveway and in the rear patio area. Complete. 22. Riprap shall be grouted per City general specifications. Note the quantity proposed at each location. Complete. 23. The EOF for the pond is called out as 958.33, please provide information on grading off the site to the south as this limit is cut off on the grading plan. Complete. 24. Provide trench drain design and information on the storm sewer pumping system. The pumping system will need to comply with the Building Code. Complete. 25. Confirm all roof drainage is being directed to the infiltration basin. Complete. 26. Provide documentation that retaining walls greater than 4.0 feet in height are certified by a professional engineer and a building permit has been acquired. A fence or railing is required along the top of the wall, provide standard details. Complete. 27. Verify landscaping on west side of building will not block drainage swale. Complete. 28. Grading plans appear to show slopes steeper than 3:1 at the south of the west wing. Complete. 29. Note EOF and elevations for all low points/catch basins. Complete. 30. There is the potential for a high amount of drainage to be conveyed down the ramp to the underground garage, including overflow/EOF from CBMH 22. Snow, ice, and freeze/thaw cycles could create additional issues with blocking the low-point spillway. Consider widening the spillway entrance and increasing the grade differential from the garage opening to the low point. Complete. Utility Plan (C4.0) Kjellberg Twin Pines Apartments – WSB Engineering Review November 24, 2025 Page 4 31. The watermain should be looped within site as identified in the original preliminary plat or the applicant shall provide documentation that there is adequate pressure and fire flow to serve the site. Complete. 32. The building department will review required fire hydrant location(s) and emergency vehicle access/circulation and will provide comments separately from this letter. The fire hydrant spacing will need to meet the current building code. In-progress, the City staff will provide response under separate cover. 33. Identify irrigation stub locations and submit an irrigation plan to the building department with the building permit. Show the proposed stub location on the Utility and Landscape Plans. In-progress, the applicant stated the contractor will provide this at the time of building permit submittal. 34. Show the drainage and utility easements on the Utility Plan. Easements added to plan but add more easement area around sanitary manhole number 1 to allow for adequate access. Complete. 35. Label the size and type of the proposed watermain loop. Note the sizes of the valves on the plan and class of pipe proposed. Complete. 36. Note the location of the post indicator valve (PIV). Complete, applicant stated that a combined service is proposed and a PIV cannot be installed. 37. A wet-tap connection to the existing watermain does not appear to be needed for the watermain extension. The existing hydrant is being removed; therefore, a gate valve should be installed and the watermain extended. Complete. 38. Identify fire hydrant locations, currently plan states existing hydrants will be salvaged and reinstalled but plan does not show the new locations. Complete. 39. Where sanitary or storm sewer crosses the watermain, note “Maintain 18-Inch Separation, 4” Rigid Insulation” at each location. Complete. 40. The sewer service and storm sewer pipe crossing appear to be in conflict. Review all conflict points and adjust grades as necessary. Complete. 41. The proposed sanitary sewer line is at a slight skew to the existing main alignment. If possible, this proposed like should have the same alignment as the existing, otherwise a manhole may be required at the connection point. Complete. 42. The existing sanitary manhole on the easterly entrance appears to be located where the new curb is proposed. Consider moving the curb to avoid conflict with the manhole casting. Complete. 43. Confirm that the 8-inch sanitary sewer size is adequate per Ten State Standards. Complete, applicant stated conformance with mechanical design and plans. 44. Note the pipe material types and strength designation for sanitary sewer pipes (i.e. PVC SDR 35). Complete. 45. The invert of the sanitary sewer stub elevation is higher than the basement floor, consider connecting to a different sanitary manhole with a lower invert to achieve gravity flow. If Kjellberg Twin Pines Apartments – WSB Engineering Review November 24, 2025 Page 5 this is not feasible provide a detail or confirmation that other means will be constructed to connect the garage drains to the sanitary sewer. Complete. 46. Add general notes to the utility plans to the effect of: Complete. a. The City of Monticello shall not be responsible for any additional costs incurred that are associated with variations in the utility as-built elevations. All utility connections shall be verified in the field. b. The City, or agents of the City, are not responsible for errors and omissions on the submitted plans. The Owner and Engineer of Record are fully responsible for changes or modifications required during construction to meet the City’s standards. c. All watermain and sanitary sewer testing shall be done in accordance with the City of Monticello standards and specifications. Copies of all test results shall be submitted to the City (Public Works Director, City Engineer), the Owner, and the Engineer of Record. d. Watermain shall have a minimum cover of 7.5’. e. The City will require televising for sanitary sewer pipe installations prior to accepting a warrant for the utility system provide report and video files to the City for review. Civil Details Plans (C5.0, C5.1) 47. Use the City standard details for the proposed utility work including sanitary sewer, storm sewer, watermain, or other items to the greatest extent practicable. Complete. 48. Provide details for the proposed retaining walls and safety fence. Complete. SWPPP (SW1.0 - SW1.5) 49. An NPDES/SDS Construction Storm Water General Permit (CSWGP) shall be provided with the grading permit or with the building permit application for review, prior to construction commencing. In-progress, the applicant stated this will be the responsibility of the contactor. 50. Either add a note or clarify the legend that the perimeter control shall be comprised of silt fence. Complete. 51. Show the location of the stabilized construction entrance. Complete. 52. Add BMP such as silt fence or bio-roll at the bottom perimeter of the infiltration basin. Complete. 53. Show the hatching on the plan view for the erosion control blanket locations. Complete. 54. A full review of erosion/sediment control will be conducted with the final plat submittal. Show hatching on plan where this will be required. Complete. 55. Show receiving waters within one mile of the project on the plans. If they do not fit on the plan sheets, use an arrow to denote the direction and distance from the project. Complete. 56. Sheet L1.0 - It is not clear what type of stabilizing cover (e.g., mulch, erosion control blanket, etc.) will be paired with the permanent seed mix for permanent stabilization of Kjellberg Twin Pines Apartments – WSB Engineering Review November 24, 2025 Page 6 the infiltration basin. Include the stabilizing cover type and update estimated quantities for the project. Complete. 57. Include note in the SWPPP notes section to prepare and submit a dewatering plan to the City Engineer or their designee for approval prior to initiating dewatering activities on the site. Complete. 58. Include note outlining that the infiltration system cannot be excavated to final grade or within 3 feet of final grade until the contributing drainage area has been constructed and fully stabilized unless rigorous erosion prevention and sediment control practices have been implemented. Complete. 59. Energy dissipation is missing from pipe outlet to SW corner of the infiltration basin (Sheet SW1.1). Upstream inlet (near the outdoor amenity space) is missing inlet protection (Sheet SW1.1). Complete. Traffic & Access 60. The applicant has provided an estimate of the average daily traffic and peak hour traffic generated from the entire site as developed. The existing access from School Boulevard will be utilized. It appears that the existing turn lane configurations on School Blvd have adequate capacity to accommodate the projected volumes from the proposed site. The City is reviewing intersection controls along the School Boulevard corridor to determine if and when any modifications are needed. Future special assessments may apply to the property for future improvements. Complete, applicant noted receipt of these comments from their response dated January 22, 2020. Stormwater Management Plan 61. Provide modeling calculations for the 10-day snowmelt (7.2”) event. CN’s should be modified in this model event to 98 to simulate no infiltration/frozen conditions. Stormwater report dated 2022-02-04 includes the 10-day snowmelt model, however CNs were not adjusted to 98. Please update CNs. 62. Provide soil borings to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3-foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. 63. Provide information on proposed storm sewer and discharge to the infiltration basin. Complete. Kjellberg Twin Pines Apartments – WSB Engineering Review November 24, 2025 Page 7 64. Pretreatment for runoff to infiltration basin is required. Provide pre-treatment device at curb cut before entering the infiltration basin. Complete. 65. According to the City’s design guidelines, the maximum side slope for the infiltration basin should be 4:1, see Detail 4 on page C5.1. The current plan shows slopes at a 3:1, which is steeper than allowed. Complete. 66. Provide rational method calculations confirming adequacy of the storm sewer design for the 10-year storm event including the trench drain design. Complete. 67. Fix overlapping labels on utility plan: Water Quality and Volume Reduction: 68. Applicant is required to infiltrate 1.1” over the net new impervious area. Complete. Required Infiltration Amount 10,665 cf Proposed Infiltration Amount 10,941 cf Kjellberg Twin Pines Apartments – WSB Engineering Review November 24, 2025 Page 8 69. The infiltration ponding depth proposed is from elevation 954.33 to 956.13 or 1.8 ft. An infiltration rate of 0.45 in/hr has been assumed in the HydroCAD model. In a 48 hr period, the amount of drawdown equates to 1.8-feet given the infiltration rate of 0.45 in/hr. As shown, the basins will drawdown within a 48-hour period. Geotechnical borings need to be submitted to confirm soil type, infiltration rates, and groundwater elevation. Confirm that there is a 3-foot separation between the bottom of the infiltration areas and the groundwater elevation. Complete. Rate Control: 70. The site will utilize the regional basin for rate control. The regional basin assumed that this site would have a curve number of 72, the actual curve number for this development is 83. Therefore, the site has provided rate control for the difference between curve number 72 and 83. The difference was determined by the applicant as a 100-yr rate of 4,413 cf/acre. Applying this to the entire site identifies that 19,409 cf of storage is required for rate control on this site. This storage volume is met in the infiltration basin. The rate control requirement has been met with the proposed pond and the regional pond. The site utilizes the regional pond for overall rate control, therefore alternate ponding fees for the site are applicable. Complete. Freeboard: 71. The EOF of 958.33 does not provide the required freeboard of at least 2ft to the building low opening of 959.83; the minimum elevation would need to be 960.33. Complete. 72. The FFE of 971.00 and low opening elevation of 960.33 are more than the required 2 feet above the HWL of 957.70. Complete. Wetlands & Environmental 73. If any permanent or temporary wetland impacts are proposed with the project, authorization through the Wetland Conservation Act is required. Provide documentation that the site has been reviewed for the presence of wetlands. Please have the applicant provide a written response addressing the comments above. Feel free to contact me at 612-419-1549 if you have any questions or comments regarding the engineering review. Sincerely, WSB James L. Stremel, P.E. Senior Project Manager